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HomeMy WebLinkAboutPGA Golf Club - 20010427ST. LUCIE COUNTY-FIRE^DISTRICT`
,.: BUREAU OF FIRE PREVENTION:
r PLANREVIEW
2460:16ode Island Ave .',Telephone (561)-462-2312
'Fort ,Pie'rce, Florida 34950 Fax (561)-462-2323. •. •
? - TYPE 'OF PERMIT
New Construction X Tenant Im rovement.Addition. () ( ) p . () "(, ) Renovation/alteration () Shell Only
' urisdietion: St Lucie County
Occupancy: PGA GOLF CLUB DELI Building Dept: 20010427
Address: 8563,`Commerce Center Dr Number of stories: 1. ,
Contractor: Mosley & Son Construction.- `Phone # 561-28-7-6962
Contractors address, ` 1400SE;Monterey-Rdv�^ .' City: Stuart, FL Zip: 34994
Architedt ngineer: David.Miller Phone: 561-655=,1775 '
Building owner...,.• .. PGA Golf:Development Review date: 1 31-00
Occupancy type: " fvlercantile Automatic sprinklers: Yes
Gross sq.'ft. 1"739 sq<ft?: Net sq ft: '
Occupant load Based on: „
Construction type . ( NFPA-220) Type: SBCCI: Type:.;:,;'
NOTE ;.
1. All revisions must'be in compliance before the final inspection, qr so ndtid, '
2. The Fire Marshal required 24 hour notice on all inspections. ,
3. The respective Building Department shall schedule all final nspections-tliraugh the Fire-Marshal's,Office.
i
4. Failed inspections require payment of fee,prior,to,schedulmg of anfurther inspections.
5. Permit.fees'are required to be paid_in hill prior to'any inspections.,,n5'
6. A copy of the required rediAon/s have been transmitted to the Architect ( )Contractor.( ). '
•REVISIONS REQUIRED.
1. A separate permit is required for alter atlons;ur additions to he flrt3,sprinkter system �'
.2. Install duct sm.oke'detectors_in the supPty'Air
3. Provide a 2A-10BC rated fire extinguisher.
�f
` Reviewed`.By:. / ^
,Tony Eiento
;Date: Ji npary31, 00
PUBLIC WORKS DEPARTMENT
M k_:M 0 R A N D U M'
TO: --:'Martha Schurmann, Building Division
'm,:-FROM', _,!Charles A. Canglanelli, Building & Zoning Manager
;PGA, Learning Center
_.MATE:- August 7, 2000
300(0 0-7
'.-Engin-ee'n"-ng,.has'reviewed the paving and drainage as-builts for this project and,are`accepting them
for completion at this time. A copy of the Engineer's certification is attached foryou'r records.
If I can be of further assistance to you in, -'this matter, please let me know.
CAG%S'm_,'
cc: Donald,West, P.E., County Engineer
Dennis Murphy, Asst. Community Development Director
-Jan Urso, Zoning Supervisor
:aUG.: 0:
IGO.
Iiij Works
A
L K' W
® ® ® IlP ® * ® ® aY 6"
Lawson, Noble & Webb, Inc.
ENGINEERS • PLANNERS • SURVEYORS
August 1, 2000
St. Lucie County Engineering Department
2300 Virginia Ave.
Fort Pierce, FL 34982 .
Attn: Mr. Charlie Cangianelli, Code Compliance Manager
RE: PGA Learning Center
L.N. & W. Project No. B317
Dear Charlie:
S)poM ollgnd &unoo eionl qS
000z o end
r-
Please find enclosed our final certification package for the above referenced
project. Included in this package are Record Drawings for Construction Plans,
Field Density Test Results, and Certification Statement. With submission of this
package, we request that the county perform a final review of the project.
If you have any questions in regards to this package, do not hesitate to contact
me. Thank you for your time and consideration.
RAM/srb
I:\Data\300},A9SkN)'Fy86iSa,WWIMQ1&&AW8,1 106aE63kLET6b"r®OSl4tt8 9 • Port -St-.'Lucie,-FL 34986'-
PH. (561) 878-1700 • FAX (561) 878-1802 • Inw-psl®lnw-inc.com • http://www.Inw-inc.com
West Palm Beach • Port St. Lucie • Plantation
ENGINEER'S CERTIFICATION
PROJECT: PGA Learning Center
As a registered engineer in the State of Florida, to the best of my knowledge,
information, and belief, it is my professional opinion that the required site improvements
for the above referenced project, based on field reviews under my responsible charge,
have been constructed in substantial accordance with the approved construction plans
and the Codes and Ordinances of St. Lucie County, Florida, in effect on the date of plan
approval.
Attached, as itemized below, are copies of measurements and tests made on the work
and materials during the progress of construction, along with "Record Drawing" copy of
the construction plans, showing original design in comparison to the actual finished
work with all material deviations noted thereon. In my professional opinion, the
deviations, if any, noted will not impair the intended functioning of the required
improvement. Attachments to the completion statement are as follows:
1. Record Drawings: Paving, Grading and Drainage Plans sheets
1 through 7, .Water and Sewer Plans sheets 1 through 9.
2. Field Density Reports, prepared by Dunkelberger Engineering
and Testing.
By: Ssl_Stoa
(Print/Type Name) Robert A. McSorlev. P.E. #53783
Firm: Lawson. Noble and Webb. Inc.
Address: 590 NW Peacock Blvd., Suite 9
City/State/Zip: Port St. Lucie, FL 34986
Phone Number: (561) 878-1700
Dated: August 3. 2000
I:\Data\300-399\B317\DOCS\2000\B317 ENG CERT 7-31-OO.doc
MAR-09-00 THU 03:14 PM DAVID MI,L`ER & ASSOC. 5616974105
P . 0 2:::.:,...:.
r5•`'
David Willer and Associates, P.A.
March 9, 2000 _
St. Lucie County Dept. of Comm_ uaity Development-
2300 Virgiuta Avenue
Ft. Pierce FL 34981
David Miller, ,A►.1'.A.. NCARR
RE. PGA: Lea ping Center / Deli
Permit # 20010421
To Whom-Zt May Concern
i
' Attached please fittdithe defaxls on tbie grease tr, ay for:tlie above refexx<c d .projet his
VV'3 ' L
reggested,by the, pin revxewe`r as a pait'lo£tk�is°•interior coz ipletiQ. perpiA .The ,lxell carA Cruet tarn
` documents sad civil, ei� inee ` g ring drawidg8 have been:provided previously, �p1ea$e .66,Wc0ie i�F
i you have any questions or concerns. Thank you.
Sincere
id Miller, A.I.A.
Rm/sjc4-00,-zo
-Attachrnent
IY LUpw C`+ UNTY
®�IL#1!Plt� Mgm
cc: -Phil Morgan; Mosley Construction. l�e+r__� +
M Ej
Architecture -Engineering • Planning • Co'
stxuetion M I�iterxor T�esxgn
2090 Palm Beach Lakes Blvd., 'Suite'05 West_Paim*ach, P1ofrida 334,Q9
... _
MAR-09-00 THU 03 : 15 PM DAV I D Mj'1,1 LER- & ' ASSOC.
5616974105
P.03
i
IINi�RCEP70R TO 9E CASTS IN COVER
PLAN VIEW
N.T.S.
BRICK MASONRY ('TYPICAL) RING AND COVER (HEAVY DUM
r SUBMfT SHOP DRAWINQS
22"(TYP
�uD 8* TRAFFIC BEARING
8' INLET
A'T `la
WATER LEVEL
OPENING v
N
SECTION VIEW
N.T.S.
GREASE TRAM DETAIL
fE COLLAR
IUT
BRING CLEAN -OUT TO GRADE
(TYPICAL BOTH INFLUENT AND
EEFFFFLLVUENT LINES)
8'OUTLET OPENING (FILL OPENING
AROUND PIPE WATER TIGHT WrM
WATER -PROOF GROUT)CMICAL)
STAINLESS STEEL BRACES, BRACKETS
NUTS AND BOLTS (M CQ
N.T.S. 750 GALLON
NOTES:
1. SHOP DRAWING FOR PRECAST TANKS SHALL BEAR THE FOLLOWING STATEMENT.- 'THIS CONCRETE STRUCTURE MEETS OR EXCEEDS
ALL. THE REGUIREMENTS FOR GREASE INiERCEF'TORS�SEPTTC TANKS AS IN THE FLORIDA ADMINISTRATIVE CODE. CHAPTERS
100-6 AND 10D�B SPECIFICATIONS ANb STADARDS ,
David Miller and Associates, P.A
David Miller, A.I.A., .NCARB
April 10, 2000
St. Lucie County Dept. of Community Development
2300 Virginia Avenue
Ft. Pierce, FL .349$2
RE: PGA Learning -Center
Permit # 2001:0427
To Whom It May Concern:
The interior CMU walls can be installed utilizing filled cell construction and, V' -$,job jn lieu pf"",
tie beams. The steel utilized will be number 5 reinforcing bars. These walls, as pesEutly,
installed, will extend 12' in height. The drywall contractor will install a metal stud assebly
above the CMU walls to close off the walls to the deck. The walls as prsentl installed QveF tie
turn down footings are acceptable. Please notify me if you have any gq#st pA§ or q nceMs.
Thank You. j
/e d r'51'o A/
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWE
FOR C M NCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Architecture •` Engineering • Planning . 'Construction Management • Interior Design
2090 Palm Beach Lakes Blvd., Suite..205 West Palm Beach, Florida 33409
(561) 697-4700 • (561) 697-4105 Fax
-DEL, I
TA A !7V•
-
REQUEST FOR 30 DAY TEMPORARY POWER RELEASE,
&Z zr�,00
PE
RMIT NUMBER:
ST. LUCIE COUNTY BLDG. & ZONING
2300, VIRGIN14, AVE
FORT PIERCE,, FL 349k-5652
—__Ph._(561) 462-2165
E) In����0I
461-1148
JUN 2 1 , 007 1
—PROPERTY; ADDRESS: -
PUS
ST. ]LUCDE CCU
FL
THE. UNDERSIGNED -,HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE, DESCRIBED PROPERTY, FORA PERIOD NOT TO EXCEED THIRTY
-.PAYS"',F R THE PURPOSE -OF TESTING SYSTEMS `1�QUIPM]9,NT - IN
11 �O . G-.,-. EKS,IAND
PkERA�"TION:FORYINAL INSPECTION..`I. ; _ -AT -:OF-".PROVAL OF
N CONSIDER I -ON
THE REQUEST WEHEREBY ACKNOWLEDPEAND AGREE .AS,*QLLOWS:
L. This temporary reIeAs'e'ifi` requested _y,powgr iAted purpoklonly,
and.. -there' Will,' be, no y of any type, -Other than that permitted by
:construction -duringthistime period.
2. , As witness by our signatures, we .hereby agree to abide by all terms and
conditions of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled
..,Requirements for 30 Day Power for Testing" have"- been fulfilled and. the
p , remises is ready for compliance- inspection.
WE HEREBY RELEASE AND AGREE TO HOLD ILARMLES8 -ST. L
YCIE COUN,TY,
AND THEIR EMPLOYEES FROM ALL -LIABILITIES AND CLAIMS OF -ANY TYPE OY"
NATURE WHICH MAY. ARISE NOW OR IN THE FUTURE OUT' - OF, THIS
TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY PEINCURRED DUE -TO
)_
THE DISCONNECTION -OF ELECTRICAL POWER IN THE EVENT OFVIOLATION OFf
THIS AGREEMENT.
OWNER
1114-C - -
�)E,CTR1CAL_.'C ONTRA:CT.-dk.,,,
.SIGNATT
[GNAT
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DESIGNER'S SPECIFICATIONS.
GOLF RANGE
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ALL DISTURBED LAKE BANKS TO BE RESTORED AND RESODDED.
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LEGEND
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UTILITY EASEMENT
L.M.E.
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LIMITED ACCESS EASEMENT L.A.E.
EXISTING STORM SEWER WITH ❑
CATCH BASIN
STORM SEWER LINE WITH
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STORM SEWER LINE WITH
CATCH BASIN AND NUMBER
EXISTING SANITARY SEWE
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& SEWER PLANS) (SEE WATER— — — — — — —
PROPOSED ELEVATION
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EXISTING ELEVATION oqo
DIRECTION OF FLOW
STOP SIGN & STOP BAR
HIGH POINT H.P.
IRECORD DRAWING SHEET 2 OF 7
THIS IS TO CERTIFY THAT THIS PROJECT HAS BEEN
SUBSTANTIALLY COMPLETED IN ACCORDANCE WITH
• APPROVED PLANS AND SPECIFICATIONS AND THAT ANY
DEVIATIONS NOTED ON THIS RECORD DRAWING ARE AS
IFURNISHED BY THE CONTRACTOR TO THE ENGINEER AND
BASED UPON ON -SITE OBSERVATIONS OF CONSTRUCTION
SCHEDULED AND CONDUCTED BY ME OR BY A PROJECT
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LAKE MAINTENANCE EASEMENT
UTILITY EASEMENT
LIMITED ACCESS EASEMENT
EXISTING STORM SEWER WITH
CATCH BASIN
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JUNCTION BOX
L.M.E.
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STORM SEWER LINE WITH
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& SEWER PLANS)
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DIRECTION OF FLOW -.411 1
STOP SIGN & STOP BAR
HIGH POINT H.P.
SHEET 3 OF 7 RECORD DRAWING
THIS IS TO CERTIFY THAT THIS PROJECT HAS BEEN
SUBSTANTIALLY COMPLETED IN ACCORDANCE WITH
APPROVED PLANS AND SPECIFICATIONS AND THAT ANY
DEVIATIONS NOTED ON THIS RECORD DRAWING ARE AS
FURNISHED BY THE CONTRACTOR TO THE ENGINEER AND
BASED UPON ON -SITE OBSERVATIONS OF CONSTRUCTION
SCHEDULED AND CONDUCTED BY ME OR BY A PROJECT
REPRESENTATIVE UNDER MY DIRECT SUPERVISION.
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a� ciiTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA
32. C<NJCRETE CURBING SHALL HAVE A MINIMUM OF A 20' TIE IN.
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD 33 P(BBER TIRED ROLLER SHALL BE USED ON SURFACE GRADING AND
AND BRIDGE CONSTRUCTION 1991 OR LATEST REVISION, UNLESS OTHERWISE BASIC FINISHING OPERATIONS.
NOTED. 34_ TIE FINISH SURFACE OF THE BASE COARSE SHALL BE CHECKED WITH
2. GRADES SfiOWN ARE FINISHED GRADES. A TEMPLET CUT TO THE REWIRED CROWN AND WITH A 15' STRAIGHT
EDGE LAID PARALLEL TO THE CENTERLINE OF THE ROAD, AS OUTLINED
IN THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
3. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE CONSTRTION 1991 OR LATEST REVISION, SECTION 200-7.
APPROXIMATE ONLY; THE EXACT LOCATIONS SHALL BE DETERMINED BY CONSTRUCTION
THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE
CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT
SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD
THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE PAVER BRICKS
ENGINEER AND NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE I I^ • SC ACTED
UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REWIRED. �4AND
4. STATIONS AND OFFSETS REFER TO CENTERLINE OF CONSTRUCTION, UNLESS
OTHERWISE SHOWN.
5. CONTRACTOR SHALL NOTIFY SUNSHINE ONE CALL (1-800-432-4770) 48 HOURS
IN ADVANCE OF CONSTRUCTION. 12" FLUSH
HEADER CURB
6. No CONSTRICTION SHALL BE COMMENCED UNTIL ALL REQUIRED FSSUED ERT A t TYP) WHERE
-8" LIMER�OCK OR COQUI VA
BA
AND APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS I _ 12" STABII'IZED
NOTICE TO PROCEED. PAVER BRICKS SUBGf4ADE
ABUT DISSIMIl_IR
7. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN PAVEMENT SECTION
THESE
CHANCED IN SIZE BY REPRODUCTIONN. THIS MUST BE CONSIDERED WHEN
OBTAINING SCALED DATA.
S. BENCHMARK DATUM IS REFERRED TO THE NATIONAL GEODETIC VERTICAL PAVED F3RICK DETAIL
-
DATUM 1929.
ELT: B.
9. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL
SHALL BE DISPOSED OF OFF -SITE IN AN AREA PROVIDED BY THE
CONTRACTOR.
10. COST OF SAWCUTTING EXISTING PAVEMENT AND PAVEMENT REMOVAL 2" R
SHALL DE INCLUDED IN THE OVERALL COST OF THE PROJECT.
11. ALL PAVEMENT AND CURBING RADII, STATIONING, OFFSETS ANDjJj
ELEVATIONS REFER TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. WEARING
SURFACE
12. EXCAVATED SOIL MAY DE USED FOR EMBANKMENT PROVIDED THE
MATERIAL IS CLEAN, FREE OF ORGANIC SOIL, ROOTS OR OTHER
DELETERIOUS MATERIAL. 00
13. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES SUCH BASE
AS TURBIDITY CURTAINS, SILT BARRIERS AND HAY BALES WHERE . .
NECESSARY IN ORDER TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL
WATER QUALITY STANDARDS. Q
14. ALL DRAINAGE STRUCTURES ARE TO BE FURNISHED WITH AN EYE BOLT AND
CHAIN LOCKING DEVICE (SEE INDEX NO. 201).
15, MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH CURRENT NOTE ' °' TS REQUIRED AT
i(' CENTERS
FLORIDA D.O.T. STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES. YP T'+®�' CURB C7L GUTTER
16. ALL REINFORCED CONCRETE STORM PIPE USED SHALL BE PER D.O.T.
STANDARDS,
17, ALL WATER COLLECTED AND PUMPED DURING DEWATERING ACTIVITIES 2" R
SHALL BE DISPOSED OF IN UPLAND AREAS INTO DOUBLE STACKED
HAYBALES. DISCHARGE LOCATION SHALL BE A MINA" OF 75 FEET FROM 3" R
ANY WETLAND OR OPEN WATER BODY TO ALLOW FOR A MAXIMkM1
OVERLAND FILTRATION OF SOIL PARTICLES. I�-6-"- �I WEARING
18. CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH �1/4" SURFACE
THE LIES AND GRADES ESTABLISHED ON THE PLANS AND TOLERANCES � . .
STATED IN THE SPECIFICATIONS. WHERE DEVIATIONS ARE NECESSARY DUE
TOO UNANTICIPATED FIELD CONDITIONS OR WHERE A NEED FOR iv x
CLARIFICATION OF THE PLAN IS REQUIRED, CONTRACTOR IS TO NOTIFY THE e . . M
3 BASE
ENGINEER OF HIS RESIDENT PROJECT REPRESENTATIVE IN ORDER THAT lT£ b
PROPOSED CHANGES MAY BE REVIEWED FOR CONSISTENCY WITH THE
DESIGN INTENT. B"
19. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE EXPRESSWRITTEN 24»
RESPONSIBILITY CONTRACTOR'ST OF THE UTILITY OWNER IT WILL BE THE
TO PRESERVE EXISTING UTILITIES. AND AL
L DAMAGE
TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S ACTIONS,
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. MOTE: 2 WH ENUUSED ON TS REQUIRED
HE HIGH SIDE OF ROADWAYS, THE
20. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY CROSS SLOPE OF THE GUTTER SHALL MATCH THE
UPON DISCOVERY OF ANY CONFLICTS ARISING DURING CONSTRUCTION OF (MOSS SLOPE OF THE ADJACENT PAVEMENT AND THE
ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. THICKNESS OF THE LIP SHALL BE 6". (MODIFIED)
21. THE CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO OWNER -SUPPLIED T »F�� t FRB Bc GUTTER
SENSITIVE AREEASEMENTS
S CTONSTRUCTION ACTIVITIES SHALL LATHERY
CONFINED AS INDICATED OR REQUIRED BY PERMIT CONDITIONS.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE SITE PRIOR TO
THE BIDDING PROCESS TO DETERMINE EXISTING CONDITIONS. ITEMS #4 BAR PLACED
DISCOVERED WHICH ARE NOT REFLECTED IN THE DRAWINGS AND AFFECT ON PAVEMENT SIDE
OR POTENTIALLY AFFECT THE PROPOSED CONSTRUCTION SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE SUBMISSION
OF BIDS.
23. THE CONTRACTOR SHALL PROVIDE THE ENGINEER RECORD DRAWING �.:• '. o
INFORMATION WHICH SHALL 94CLU DE BUT NOT BE LIMITED TO SURVEYED ' ••
ELEVATIONS OF THE COMPLETED CONSTRUCTION PRIOR TO APPLICATION .S ' a� 4ja.
FOR SUBSTANTIAL COMPLETION.
24. MAINTENANCE OF TRAFFIC SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS 3"
AS LISTED IN THE CONTRACT DOCUMENTS. 12»
25, THE CONTRACTOR SHALL REVIEW THE SITE CONDITIONS PRIOR TO THE BID
PROCESS TO DETERMINE THE METHODS AND EXTENT OF DEWATERING NOTE: SAWCUTS REQUIRED AT 10' CENTERS
NECESSARY (IF ANY) AND SHALL INCLUDE METHODS AND COSTS
ASSOCIATED WITH DEWATERING IN THE BID. 12" FLUSH HEADER CURB
26, ALL WORK PERFORMED IN CONJJINJCTION WITH THIS PROJECT SHALL BE IN
CONFORMANCE WITH THE BEST PRACTICES OF THE INDUSTRY AND IN
ACCORDANCE WITH FEDERAL, STATE AND CITY CODES„ LAWS AND
ORDINANCES.
27. FIRE HYDRANTS ON OR ADJACENT TO THE WORK SHALL BE KEPT
ACCESSIBLE TO FIREFIGHTING EQUIPMENT AT ALL TINES. TEMPORARY
PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO INSURE THE USE OF
SIDEWALKS, PUBLIC TELEPHONES AND THE PROPER FUNCTIONS OF ALL
GUTTERS, SEWER INLETS, DRAINAGE DITCHES AND UTILITIES.
28. CLEAN UN': THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE
OF RUBBISH AND WASTE MATERIALS AND RESTORE TO THEIR ORIGINAL
CONDITION) THOSE PORTIONS OF THE SITE NOT DESIGNATED FOR N
ALTERATION BY THE CONTRACT DOCUMENTS. CLEAN UP AND RESTORATION
SHALL BE ACCOMPLISHED ON A CONTINUING BASIS THROUGHOUT THE
CONTRACT PERIOD AND IN SUCH A MANNER AS TO MAINTAIN A MINIMUM
OF NUISANCE AND INTERFERENCE TO THE GENERAL PUBLIC AND RESIDENTS
IN THE VICINITY OF THE WORK. THE CONTRACTOR SHALL ALSO REMOVE, top
WHEN NO LONGER NEEDED, ALL TEMPORARY STRUCTURES AND EQUIPMENT
USED IN HIS OPERATIONJS, IT IS THE INTENT OF THIS SPECIFICATION THAT
THE CONSTRUCTION AREA AND THOSE OTHER AREAS NOT DESIGNATED FOR
ALTERATIOJ BY THE CONTRACT DOCUMENTS SHALL BE RESTORED TO
THEIR ORIGINAL CONDITION AS NEARLY AS POSSIBLE IMMEDIATELY AFTER
COMPLETION OF CONSTRUCTION.
29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SIGNS,
BARRICADES, FLASHING LIGHTS, FLAGMER AND WATCHMEN AND TAKE ALL 5
NECESSARY PRECAUTIONS FOR THE PROTECTION OF THE WORK AND THE
SAFETY OF THE PUBLIC. TRAFFIC CONTROL WARNING SIGNS AND
BARRICADES SHALL BE IN STRICT ACCORDANCE WITH THE PROVISIONS OF
THE FLORIDA DEPARTMENT OF TRANSPORTATION, MANUAL ON TRAFFIC
CONTROLS AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATION (LATEST
REVISION). ALL BARRICADES AND OBSTRUCTIONS SHALL BE PROTECTED AT
NIGHT BY FLASHING SIGNAL LIGHTS WHICH SHALL BE KEPT BURNING FROM
SUNSET TO SUNRISE. BARRICADES SHALL BE OF SUBSTANTIAL
CONSTRUCTION AND SUITABLE FOR NIGHT VISIBILITY. SUITABLE WARNING
SIGNS SHALL BE SO PLACED AND TLLUMINATED AT NIGHT AS TO SHOW IN
ADVANCE WHERE CONSTRUCTION, BARRICADES OR DETOURS EXIST.
30. 8" COQUINA BASE (PRIMED) SHALL BE PAID AT TIE SAME AREA AS
MEASURED FOR TYPE 1 1/2" S-1 ASPHALTIC CONCRETE SURFACE COURSE, ��������������
EVEN THOUGH THE BASE SHALL EXTEND BEYOND THE LIMITS OF THE
ASPHALTIC CONCRETE SURFACE COURSE.
31. 4" SLEEVES SHALL BE SCHEDULE BO AND BE PLACED AT 0.00% SLOPE WITH
TOW OF PIPE 3.0' BELOW PROFILE GRADE. ENDS OF PIPE SHALL HAVE METAL
LOCATORS INSTALLED.
FE
t
W
t
W
e
a
(TYP)
PLAN
B CRATE--^
-CONG, COLLAR WITH
(1) NO; 5 BAR EACH WAY
8" (TYf)
CL. (1vp)
Ni.,. 4 BARS e 12" O.C.
H "CH WAY
i I
-:ECTION
6" D.I.P. SCHEDULE
40 GALV. STEEL I I 0
PIPE FILLED WITH 1
CONCRETE---
GRADE
I I o
I I N
SET PIPE IN
CONCRETE-""
ONCRETE L J
NOTE: BOLLLARDS SPACED 12' O.C.
BQLLARD DETAIL
MPAING.....
22
f250 FINE
PIP 25
NOTES1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE SYM30L AND BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
3. F 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO.
4. F P 25 IS
FOR USE INAREASWI-ERE SPACE IS LIMITED.
I_I4`"-S D1(;A .s$f My Al L
20' LAKE MAINTENANCE EASEMENT
i�4 MAX 2' MIN
TOP OF BANK I A BCCMP
INLET
TYPE
DIM VISIONS
GRATE
TYPE
MAX. PIPE
SIZE
A
I B
WALLA
WALL B
2' 0"
3'-1"
U.S. FOUNDRY
STRUCTURE TA
18"
R.C.P.
24"
R.C.P.
'E'
3'-0"
4'-6"
U.S. FOUNDRY
STRUCTURE TA
24"
R.QP.
42"
R.C.P.
NOTES
1) IN_ET TO BE POURED IN PLACE WITH 2500 P.S.I.
CONCRETE OR PRECAST WITH CLASS 'A! 3000
P.S.I. CONCRETE,
2) ALL EXPOSED CORNERS AND EDGES TO BE
CHAMFERED 3/4".
3) GRATE TO SIT ON ANGLED STEEL SUPPORT.
g^ A I 8"
I}� ►{I
t; +- 2 1/4" (TYP>
i
8" - UP TO 6' DEEP
10" - UP TO 19 DEEP
12" - OVER 10' DEEP-
T��Y��P�ELn"�T&P�
IL
N.T.S.
REFERS TO
GRATE ELEVATIOI
5-1/4" WEARING SURFACE
SOLID BRICK
2 COURSES MIN
5 COURSES MAX
6D
G
.Z.
r
N
w 8„ _
m
>
8" - UP TO 6' DEEP
10"- UP TO 10' DEEP I(
12" - OVER 10' DEEP
SECTION
1/4"
OPENING
• a •
GROUT BRICK
INSIDE INLET
ALL AROUND
4" (typ)
CL. (typ)
4.0' DIAMETER (min)
BITUMINOUS COATING REQUIRED.
(ANY SUITABLEBITUMINOUSMATERIAL)
I io T
C.W.E. 22.50
LAKE
EL=20.50
CLASS I CONCRETE JI 1 VHV HIVILGV J Cq - �P ��
2'
INV. = VARIES (SEE PLAN) 1( EXISTING LAKE SLOPE
2
STQ PIPE AT LAK�QUTFA
STRUCTURE TABLE
STRUCTURE
NUMBER
TYPE
COVER
TYPE
S-107
F.D.O.T. TYPE "E"
6290
S-108
F.D.O.T. TYPE "E"
6290
S-109
F.D.O.T. TYPE "E"
6290
S-110
5' DIA. CATCH BASIN
4155-6212
5-111
5' DIA. CATCH BASIN
4155-6212
S-112
5' DIA. CATCH BASIN
4155-6212
S-201
F.D.O.T. TYPE "E"
6290
S-202
F.D.O.T. TYPE "E"
6290
5-20
4' DIA. CATCH BASIN
4155-6209
S-205
5' DIA. CATCH BASIN
4155-6209
5-206
5' DIA. STRUCTURE
170
S-207
TYPE"C"
4155-6209
S-208
1 TYPE "C"
1 4155-6209
S-209
115, DIA. CATCH BASIN
I4155-6209
REFER TO PLANS FOR RIM
AND GRATE SPECIFICATIONS
-GROUT FRAME TO BRICK
ALL AROUND
No. 6 0 6" O.C. (EACH WAY)
PRECAST CONCRETE
TOP SLAB
No. 4 0 12" O.C.
No. 4 HOOPS • 12" O.C.
,--PRECAST CONCRETE
BASE
GROUT JOINTS
INSIDE AND OUTSIDE
ALL AROUND
No. 5 ® 12" O.C. (EACH WAY)
W
z
a
0-11
wLJJ
EXISTING GROUND
REMAINING BACKFlLL
6" MAX. SIZE
121 MAXN \ \ \12"* MAX. IN -SITU
\ \ \ \ \ \ \ \ \ \ \ \ GRANULAR BACKFlLL
\ \ \ \ \ \ \ \ \ \
BEDDING MATERIAL
TRENCH BOTTOM TO BE HAND SHAPED TO
NOTES: ACCEPT BELL AND BARRELL OF PIPE
1. BEDDING MATERIAL SHALL 9E HAND PLACED IN 6" LIFTS AND
SHALL CONSIST OF IN -SITU DRANULAR MATERIAL OR WASHED
AND GRADED UNFROCK 3/q°_7/8" SIZING. UNSUITABLE IN -SITU
MATERIALS SUCH AS MUCK, 6EBRIS AND LARGER ROCK SHALL BE REMOVED.
2.THE PIPE SHALL BE FULLY §UPPORTED FOR ITS ENTIRE LENGTH
WITH APPROPRIATE COMPACfl0N UNDER THE PIPE HAUNCHES.
3. THE PIPE SHALL BE PLACES IN A DRY TRENCH.
4. BACKFlLL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND
FREE OF ROCKS, MUCK ANq OTHER DELETERIOUS MATTER AND
COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL
TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99.
5. BACKFlLL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO
A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99.
6. A. WHERE PAVEMENT IS 10 BE CONSTRUCTED OVER THE PIPE THE
REMAINING BACKFlLL SHALL DE COMPACTED IN 6 INCH LAYERS AND
COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE
THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY
90% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH
SAFETY REGULATIONS
TYPICAL TREHT
EXT. CAP FOR
U' CHANNEL POST C
1- B. [_�
NNELPOST (see spec.)q�'$TEELCHA
16"x 3/4" I--�-�
HEX NUT
TAP VIEW DIMENSION TOLERANCE 2.00 3.00
'A'
+ - 3/32"
1 - 15/32"
1 - 7/8"
REAR VIEW 'B
+ - t/B°
3 - 1/16"
3 - 1/2"
C'
+ - 1/16"
1 - 9/32"
1- 5/16"
p'
+ - 1/32"
3/16"
7/32"
50PAV
GENERAL SPECIFICATIONS
CHANNEL Posr
AE- 4"S 4ERIES' i B' #2270 TYPICAL STOP
AE ' SIGN PLACEMENT
(SILVER) OR EQUAL - SUFFIX - 2"
BOVE.
'E DETAILS THIS SHEET
FLANGED CHANNEL POST 12' IN.
THIS SHEET. 12'
?000 PSI. AS SHOWN
1 - 1 MUTCD - 30" 30" (HIGH INTESITY)
NE PER INTERSECTION AS IMICATED
TYP. STREET/STQP SIGN
-1 /4"
5/8" j23/32"
is 3/32"
5/8" �l
1/8"R
EXTRUDED BLADE SECTION
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TYPE 'D' CURB
ITYPJ
20' PARKING
O1-1/2" TYPE S-III ASPHALT (TWO 3/4" LIFTS)
®6" LIMEROCK OR COQUINA BASE (PRIMED), COMPACTED TO 98% MAX.
DRY DENSITY PER A.A.SHT.O. T-180
© 12' STABILIZED "GRADE, COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (LbR. 40)
PARKING SECTION
SECTION C - C
120' R/W
TYPE '
(TYP.)
©6" LIMEROCK OR COQUINA BASE (PRIMED), COMPACTED TO 98% MAX.
DRY DENSITY PER A.A.S.H.T.O. T-180
© 12" STABILIZED SUBGRADE, COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (L.B.R. 40)
PARKING SECTION
SECTION D - D
24' SOD
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8' 8' 8' 4' 12
12, c4 1 12' 12, 4' s — 8,
5'
CONCRETE
2' FLAT
SID(-)
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(4" THICK)
0.16 P.G.L. LT
(-) 0.32'
-
T• T. - 032
(+) 0.24 0.00
2%
(-) 2.13
—% - 6%
1-V2" TYPE S-1 A.C.S.C.
80
COMMERCE CENTER DRIVE
SLOPE TO MATCH
98%'AAXD DRYODENS DENSITY AS ESTABLISHEDCTED
NATURAL GROUND
BY A.A.S.H.T.O. PROCEDURE T-180.
SECTION A — A
(4:1 SLOPE MAX.)
12" STABILIIZED SUBGRADE (LBR 40), COMPACTED
TO 98% MAX. DRY DENSITY AS ESTABLISHED
[GN SPEED —
35
M.P.H.
BY A.A.S.H.T.O. PROCEDURE T-180.
TED SPEED —
30
M.P.H.
d :.
Yi.
6"
TYPE 'D' CURB
(TYP.) —�
56' - 4"
do
28' - 2" 28' - 2"
20'
(-)0.40
15'
13' - 8"
TYPE V CURB 6 "
(TYPJ
0.00
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2
6"
66 y r,
0.00
0
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®6" LIMEROCK OR COQUINA BASE (PRIMED). COMPACTED TO 98% MAX.
DRY DENSITY PER A.A.S.H.T.O. T-180
© 12" STABILIZED SUBGRADE. COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (L.B.R. 40)
SECTION B - B
20'
(-)0.40
32' SOD
6:1
R-1
6" FIBERMESH CONCRETE AT 2500 PSI
© 12" STABILIZED SUBGRADE, COMPACTED TO 98% MAX DRY
DENSITY PER AASHTO T-180 (L.B.R. 40)
CONCRETE PAVING SECTION
N.T.S.
FUTURE IDEWALK
8'
6"
f
2' FLAT
/TT,
SLOPE TO MATCH
NATURAL GROUND
(4:1 SLOPE MAX.)
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F.H.B. 'F.H.B. -
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH AIIL APPLICABLE CODES,
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CONSULTING E2103 CORPORATE DRIVE
BOYNTON BEACH, FLORIDA 33426 1660 7313-4747
ST. LUCIE COUNTY
x' { BUILDING DIVISION
REVIEWED
FOR COM
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INOWS BOCK tlV011BE MADE. -
MICHAEL A. TEELE, P.E.
ENGINEER OF RECORD
FLORIDA REGISTRATION
P.E. 32006
DATE:
SIONS
Ix 11 DATE
ISSUANCES
DATE TLTTE
BID
PERIHP
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ICATIONS SHLU, BE RESTRICTED TO THE
ORIGINAL SITE FOR MUCH THEY TERE
PREPARED AND PUBLICATION THEREOF IS
E%PRMY IHRM TO SUCH USE.
REPRODUCTION. PUBLICATION OR RE -USE
BY ANY {R' m, IN THOLE OR PH PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHHTECT 19 STRICTLY PROURTM.
TTITE TO THE PLANS AND SPECIFICATIONS
MUDA4 WITH THE: ARCHHTEGT WITHOUT
PREARACE. VZUA, CONTACT WITH TINE
PLANS AND SPECFICATIONS SHALL
CONSrMM FEW FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RFSMCTIONS.
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SHEET NUMBER
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C:\ACAD\PROJ\OTHER\PGA
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REVISIONS
NO. TITLE DATE
PLUMBING FIXTURE SCHEDULE
DESCRIPTION
MFGR. & MODEL NO
MATERIAL
ACCESSORIES
Water Closet Tank
KOHLER
SEAT: KOHLER #K-4666-C
Top Handica ed
HIGHUNE -ELONGATED
VITREOUS CHINA
rP-
#K-3427
KOHLER
FAUCET: KOHLER f 13 28-S
34192-RP
Handicapped
Wall Mounted
WALL MTD. it-12634
Wall Hanger td.
VITREOUS CHINA
OFFSET DRAIN #YCToI
DRAIN - 771 CHRO E
Water Closet
KOHLER
SEAT: KOHLER #K-4666-C
P-3
Tank Top
WELLWORTH ELONGATED
VITREOUS CHINA
(1.6 GPF/PA)
#K3432
LAVATORY
KOHLER
FAUCET: KOHLER #K-15198
P-4
SELF -RIMMING
CAXTON TILE -IN
VITREOUS CHINA
Single Handled Metering Faucet
#K-2257
URINAL
KOHSTANWELL
FLUSH VALVE -_ZURN #rL-6001XL-WS7
P-5
- TOP SPUD
VITREOUS CHINA
K-4972-T
P-6r
WATER COOLER
Elkay Celebrity
CR-2521
Stainless Steel
P-7
MOP SINK
Fiat
MSB 2424
Molded Stone
Faucet:
Commander SD-5811-RCF
Supply with hose, hose bracket and drain.
FLOOR DRAIN
Zurn ZB-415-1/2-B
DCCI Body w
1/2• Trap Primer
P-8
Polished
Bronze To
FLOOR DRAIN
Zurn ZB-415--B
DCCI Body w
-
P-9
WET AREA
Polished
Bronze To
FLOOR SINK
ZURN #EZ-1900-4
DCCI Body w
P-10
Polished
Bronze To
e HANDICAPPED ACCESSIBLE FIXTURE. ALL SINKS TO BE SUPPLIED WITH DRAINS.
ALL FIXTURES ARE WHITE UNLESS OTHERWISE SPECIFIED. ALL FIXTURES ARE LOW CONSUMPTION WATER USERS.
ALL FLOOR DRAINS TO BE TRAP PRIMED WITH 1/2- COPPER FROM NEAREST SINK DRAIN.
COVER SECURED ADJUSTABLE COLLAR
WITH SCREWS
THREADED C.O. PLUC THREADED C.O. PLUG
FINISHED GRADE-T FINISHED GRADE, FINISHED GRADE-7
THREADED
C.O. PLUG 7
4"X18"e CONC. SUP tlaof CONC. 4"X18"0 CONC.
PAD FLUSH W/ JOINT PAD FLUSH W/ PAD FLUSH W/
FINISH GRADE FINISH GRADE FINISH GRADE
EXTERIOR -TYPE 2 EXTERIOR -TYPE 1 FLOOF
PAVEMENT AREAS GRASS AREA
TYMCAL CLEAN -OUT DETAL
N.T.S.
d
P
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i
LAVATORY H`"-
FIG. 2698 WATER
SAVER TRAP PRIMER —1 I I
FLOOR DRAIN WITH DEEP
SEAL FLOOR TRAP
TYPICAL ALL FLOOR
DRAINS
PIPING IN WALL
AND UNDER FLOOR
TRAP PRIMER DETAIL
1 1/2- HOT SUPPLY
1/2" COLD SUPPLY
r- B&G # LR-20BF-3/4"
HOT WATER RETURN - WEST SIDE & KITCHEN
REQ'D "WATTS" SELF -CLOSING P&T
RELIEF VALVE,
T&P DICHARGE PIPE -
TO OUTSIDE WALL 6" A.F.G.
ELECTRIC TANK HEATER
LOCHINVAR HSK-18-082
74 AT 100' RISE
3/4" DRAIN TO BUILDING EXTERIOR
ELECTRIC WATER HEATER DETAIL
N.T.S.
STAINLESS STEEL COVER
SCREWED TO THREADED
C.O. PLUG
FACE OF WALL
WALL
Y" TO DONESOC
WAFER AAETER. SEE
0114 PLAN FUR
LOGUXW
CAP MR
FuNRE us
3/4" HOT AND COLD WATER TO SERVICE
'LEONARD" HOSE STATION
MODEL #T THS-25-VB (LESS DIAL THERMOMETER)
3/4- IPS INLET, 3/4" IPS MIXED WATER OUTLET,
TWO STOP AND CHECK VALVES WITH COLOR -CODED
HEAT -RESISTANT HANDLES, UNIONS ON INLETS, TYPE
TMS THERMOSTATIC MIXING VALVE, VACUUM BREAKER,
HOSE CONNECTION.
3/4" TO CAN WASH DRAIN.
CAN WASH 48" x 48" BY GENERAL CONTRACTOR.
3" CAN WASH DRAIN.
DRAIN SHALL BE ZURN 682 OR EQUAL WITH
REMOVABLE DEEP SEDIMENT BUCKET AND ADJUSTABLE
CAN WASH DETAIL
N.T.S.
LTYPICAL FOR ALL
FIXTIM MUM
CAP MR
FunSw usE
91
WCE fMAWR
AAX ICE
P9
J' M/ARV
SYSMI
PENT
,
HOT &
NOT TO S
SANITARY RISER
NOT TO SCALE
FZ !.�S�UL !NG�N(35NEERASSOCIATESS
2103 CORPORATE ORIVE
e a BOYNTON BEACH, FLORIDA 33026 (561)738-4747
1"
MR
FUTURE USE
R RISER
,
MICHAEL A. TEELE, P.E.
ENGINEER OF RECORD
FLORIDA REGISTRATION
P.E. 32006
DATE:
ISSUANCES
DATE TTl1.E
BID
PE WT
CONSTRUCnON
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THE USE OP THESE PIONS AND SPRCR-
ICAITONS SHALL RE RESTRICTED TO THE
ORIGM SITE FOR WITCH THEY WERE
PREPARED AND PUBLICATION THEREOF 68
EXPRESSLY LAUTED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY IWiHOD, DI WHOTB OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TTnB TO THE PLANS AND SPECIFICATIONS
RBILAI7S WITH THE ARCHHTECF WITHOW
PRENIDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFCATIONS SHALL
CONSTITUTE PRIM FASCIB EVIDENCE OF
THE ACCEPTANCE OF THESE RE4T MOMS.
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AS NOTED
CHECKED BY
DATE
MT
09-23-99
SHEET NUMBER
UM
.L
— 3
OF
PLUMB
-40 FWURE SCHEDULE
ACCESSORIES
DESCRIPTION
MFGR. & MODEL NO
MATERIAL
Water Closet Tonk
KOHLER
SEAT. KOHLER 1K-4666—C
Top Handica ed
HIGHUNE —ELONGATED
VITREOUS CHINA
rP—
(1.6 GPF�A)
Lavatory
M(-3427
KOHLER
FAUCET: KOHLER gC 13 28-S
34192—RP
Handicapped
WALL MTD. ABC-12634
VITREOUS CHINA
OFFSET DRAINFCT3885
DRAIN — 771 CHRO E
Wall Mounted
Wall Hanger td.
SEAT: KOHLER #K-466E—C
P-3
Water Closet
Tank Top
KOHLER
WELLWORTH ELONGATED
VITREOUS CHINA
(1.6 GPF/PA)
�IIC3432
P-4
LAVATORY
SELF —RIMMING
KOHLER
CAXTON TILE —IN
VITREOUS CHINA
FAUCET: KOHLER #K-15198
Single Handled Metering Faucet
1C-2257
FLUSH VALVE —ZURN �1Z-6001XL—WS1
P-5
URINAL
OH R
S LIE LL — TOP SPUD
VITREOUS CHINA
K-4972—T
WATER COOLER
Elkay Celebrity
Stainless Steel
P-6+
CR-2521
MOP SINK
Flat
MSB 2424
Molded Stone
Faucet:
Commander SD-5811—RCF
P-7
Supply with hose, hose bracket and drain.
FLOOR DRAIN
Zurn ZB-415-1/2—B
DCCI Body w
1/2" Trap Primer
P—g
Polished
Bronze To
FLOOR DRAIN
Zurn ZB-415--B
DCCI Body w
-
P-9
WET AREA
Polished
Bronze To
FLOOR SINK
ZU�#Z-19DO-4.
DCCI Body w
P-10
Polished
Bronze To
• HANDICAPPED ACCESSIBLE FIXTURE. ALL SINKS TO BE SUPPLIED WITH DRAINS.
U FIXTURES ARE LOW WATER USERS.
RWITH
ALL. FLOOREDRAINS TO BETRAPPRIMED 1/2ICOPPERLLFROM NEAREST SINK DRAIN.CONSUMPTION
COVER SECURED
WITH SCREWS
THREADED C.O. PLUG
#�FINISHED GRADE
e
ADJUSTABLE COLLAR
THREADED C.O. PLUG
FINISHED GRADE FINISHED GRADE
THREADED 7
C.O. PLUG 7 /
1 1� 4"X18'e CONC. SUP 4"X18"O CONC. 4"X18'0 CONC.
PAD FLUSH W/ JOINT PAD FLUSH W/ PAD FLUSH W/
FINISH GRADE FINISH GRADE FINISH GRADE
r' II
EXTERIOR —TYPE 2 EXTERIOR —TYPE 1 FLOOR
PAVEMENT AREAS GRASS AREA
TYNCAL CLEAN -OUT DD IETAL
N.T.S.
.I
4
9
LAVATORY —
FIG. 2898 WATER
SAVER TRAP PRIMER
FLOOR DRAIN WITH DEEP
SEAL FLOOR TRAP
TYPICAL ALL FLOOR
DRAINS
I PIPING IN WALL
r-i AND UNDER FLOOR
*IN PRIMER DETAIL
1 1/2" HOT SUPPLY
s 1 1/2" COLD SUPPLY
B&G #LR-20BF-3/4"
HOT WATER RETURN — WEST SIDE & KITCHEN
REQ'D "WATTS" SELF —CLOSING P&T
RELIEF VALVE.
T&P DICHARGE PIPE TO OUTSIDE WALL 6" A.F.G.
ELECTRIC TANK HEATER
LOCHINVAR HSK-18-082
74 AT 100' RISE
3/4" DRAIN TO BUILDING EXTERIOR
ELECTRIC WATER HEATER DETAIL
N.T.S.
STAINLESS STE
SCREWED TO T
C.O. PLUG —
FACE OF WALL
WALL
Y" 70 DOMESTIC
WATER AEn9t SEE
OWL PLAN FIX
LOCAWN
3/4" HOT AND COLD WATER TO SERVICE
"LEONARD" HOSE STATION
MODEL / THS-25—VB (LESS DIAL THERMOMETER)
3/4" IPS INLET, 3/4" IPS MIXED WATER OUTLET,
TWO STOP AND CHECK VALVES WITH COLOR —CODED
HEAT —RESISTANT HANDLES, UNIONS ON INLETS, TYPE
TMS THERMOSTATIC MIXING VALVE, VACUUM BREAKER,
HOSE CONNECTION.
3/4" TO CAN WASH DRAIN.
CAN WASH 48" x 48" BY GENERAL CONTRACTOR.
3" CAN WASH DRAIN.
DRAIN SHALL BE ZURN 682 EQUAL WITH
REMOVABLE DEEP SEDIMENT BUCKET AND ADJUSTABLE
SPRAY NOZZLE ASSEMBLY.
CAN WASH DETAIL
N.T.S.
CAP FIX
PU1IW USE
LTIPICAL MR Aft
Y" #AARECT WASTE LW
DRAW TO BE 2TA1IY
J2e-2
OF 4
WAW
ICE
"01M
NOT TO
SW MR
FUnNE NAND
aw
SANITARY RISER
NOT TO SCALE
WATER RISER
�Q tl ����NGI ERASS®bIA 9 IES
2103 CORPORATE DRIVE
esc BOYNTON BEACH, FLORIDA 3:426 (561)738-4747
MICHAEL A. TEELE, P.E.
ENGINEER OF RECORD
FLORIDA REGISTRATION
P.E. 32006
DATE:
REVISIONS
NO. 1i TrTLE 11 DATE
ISSUANCES
DATE THE
BID
PERMIT
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To USE Or THESE PUNS AND SPRCR-
ICATIONS SH" Be RESTRICT® TO THE
ORIORIAL SM FOR WHICH TREY WERE
PREPARW AND PUBLICATION THEREOF IS
EXPRESSLY LWMD TO SUCH USE..
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY "TROD, IN WHOM OR D1 PART,
WITHOUT EXPRESS WRrr= CONSW BY
THE ARCHn= IS SMCiLY PROHIBITED.
MM TO THE PUNS AND SPECIFICATIONS
RRWM Will THE ARCHBTECT WITHOUT
PREIUDICE. YMAL CORrACr WITH THESE
PUNS AND SPECIFICATIONS SHALL
CONSIMn'E PRI" FASOE EMINCE OF
THE ACCEPTANCE OF TRESE RWMCITONS.
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CHECKED BY DATE
MT 09-23-99
SHEET NUMBER
P-3
OF.
ROOM NAMES ROOM NAME
I®®
ROOM NUMBER
3
SA�2. INTER
- INTERIOR
ELEVATION NO.
i SHEET NO.
NO. REVISIONS TO DRAWING
/,.l( INDICATING EXTENT OF
1 6 \ CHANGES INSIDE CLOUDED
AREA
CROSS
SECTION N0- 1
G -- SHEET N 5
WALL
SECTION NO.
A5
9360
REFERENCE NUMBER (CS.I.)
t � ,
ELEVATION NO.
SHEET NO.
0 -••
DOOR No.
0- WINDOW NO.
0'-0" ELEVATION
MARK
DETAIL
SHEET NO.
1. All Work shall be performed in strict accordance with the Standard Building Code, 1994
edition, and all local ordinances. Reference to other standard specifications or codes shall
mean the latest standard or code adopted and published.
2. The General Contractor shalt be responsible for complying with all codes, ordinances and
shall obtain and pay for all permits, certifications and the like, both temporary, permanent and
special permits when required.
3. The Contractor shall provide all required insurance for protection against public liability and
property damage for the duration of the Work Contractor shall provide anal maintain complete
workman's compensation, builders risk insurance, and other necessary Insurance 06 may be
required. Proof OF insurance shall be submitted to the Owner prior to commeHl=ement of Work
4. All required tests shall be preformed by an approved testing laboratory at the Contractor's
expense. Test results shall be submitted to the Architect/engineer.
5. The Contractor's Request for Payment shall include release of liens for all materials, supplies
and sub -contractors' work relating to request.
/a. All Change Orders shall be approved by the Owner and signed by Architect and Owner prior
to commencement of any Changes in the Work
1. It shall be the responsibility of the Contractor to Familiarize himself with all conditions of the
site relative to existing work and the construction documents prior to commencing Work Job
site measurements are the full responsibility of the Contractor and/or Subcontractors.
8. The Contractor shall verify all dimensions in the field. Discrepancies shall be reported to
the Architect prior to the Commencement of the Work
S. The Contractor shall coordinate the work of all trades at the time the work is performed on
this structure. No additional payments shall be made For the Contractor's failure to correct
conflicting Field conditions. Correction of defects shall be completed without additional
Charge and shall Include replacement or repair of any other phase of installation that may have
been damaged during repair of such work
10. It is not the Intent of these plans to show every minor detail of construction, the Contractor
Is expected to Furnish and install all items necessary to complete final work-
11. Do not scale drawings to obtain dimensions. Any dimensions not indicated on drawings are to
be confirmed with Architect prior to commencement or Work
12. Contractor shall comply with all statutory requirements related to waste disposal and safety
precautions as required by local ordinances.
13. The Contractor shall clean all areas of work after construction is complete. All trash and
debris shall be removed from job site at the Contractor's expense.
14. See architectural plans, elevations, details, and schedules For additional notes and
information, refer to specifications for specific material requirements.
15. Contractor shall include in his bid all costs associated with materials, handling, delivery and
storage. Unless where noted otherwise, provide all labor, material, equipment and incidentals
necessary for complete Work Contractor shall warrant and guarantee all materials and
workmanship for a period of one year from date of final completion and acceptance by Owner,
to. In the event of any need for special sequencing of work Is required, the Contractor shall
arrange a conference with any parties deemed necessary for the purpose of special scheduling
before Work begins.
11. Contractor shall provide a construction schedule to the Owner indicating proposed timing
prior to commencing Work
LEGEND
FOOD SERVICE DELi
NOTE: CONSTRUCTION DOCUMENTS FOR
FOR THIS AREA ONLY
MECHANICAL NOTES
1. HVAC sub -contractor shall provide all labor, materials, and equipment to install a complete
and operating A/C system.
2. HVAC sub -contractor to provide all required HVAC permits.
3. HVAC sub -contractor shall provide equipment of the capacitigs scheduled on the plans.
4. Installation shall be in accordance with codes having jurisdlcti®h.
5. Duct board ductwork shall be Fabricated from 1' Johnsmanville ,J.M Microaire SD/MF
Fiberglass ductboard and installed per manufacturer and SMAUNA recommendations.
Flexible duct shall be thermaflex M-KE or equal. Duct shall be U.L. listed.
6. All air devices shall be of aluminum to match existing.
1. Cap existing ductwork as shown on plans.
S. HVAC sub -contractor shall test and balance the air quantities to those on the plans.
9. HVAC sub -contractor shall provide all contractors, relays and thermostats. The electrical
contractor shall provide all switches. Thermostats shall be approved by the equipment MFR.
10. Sub -contractors shall provide a written guarantee that shall warrant all workmanship and
materials For one (1) year during the first year, shall be repaired at no expense to the
owner. The compressors shall havI 5 year warranty (labor 4 Nditerials).
11, All wore, shall be coordinated with other trades to avoid Interferences that may delay
progress of construction.
12. Not used.
13. Condensate piping shall drain to roof drain as per existing.
14. HVAC sub -contractor shall install all necessary offsets, bends and transitions required to
provide a complete system at no additional cost to Owner.
15. A/C condensate drains shall be installed by A/C sub -contractor.
16. All materials shall be new and code approved.
11. Verify all existing sanitary and water conditions in the building, All new domestic water
piping shall be copper. All new sanitary piping shall be hubless C.I. or P.V.C. as required
to Integrate with existing piping.
15. Provide and install plumbing Fixtures as indicated on drawings, complete system: Fixtures
and equipment shall be given an in-service test after completion of installation.
19. All excavation and backfill as required for this phase of construction, shall be part of this
contract.
20. Do not scale for the exact fixtures, piping, equipment, etc.
21. Water piping to be type 'L' copper with wrought solder fittings. Underground piping
may be type 'M' with proper sleeving and no joints below slab.
22. Furnish and install approved air chamber or shock absorbers 4 shutoff valves with access
panels at each fixture group,
23. Plumbing Contractor shall provider accurate red -line (or better) as -built drawings to
architect/engineer before Final sighing -off of project.
24.These plans are based on original uilding construction drawings. Contractor shall verify
exact location of all water, sewer 4 condensate provisions.
ELECTRICAL NOTES
1. Verify on all existing conditions and notify Architect/Engineer of any discrepancies.
2. All electrical work shall be per th National Electrical Code, the South Florida Buildtng Cocie
and/or and local codes.
3. Electrical contractor shall pay Fo all fees, taxes and permits.
4. Wiring devices shall be U.L. listed.
5. Provide typewritten panel directories.
6. All power and control wiring shall be by the electrical sub -contractor.
1. The electrical sub -contractor shall be responsible for full coordination of this work with that
of the General Contractor and the other sub -contractors.
8. Provide proper disconnect switches for all A/C units, sized per nameplate.
S. Coordinate exact location of all ',light fixture outlets with the owner.
10. Provide a guarantee against defective workmanship, materials, or equipment For a period of
one year from the date of acceptance by the owner.
11. New electrical equipment exposed to the weather, shall be weatherproof.
12. All conduit shall be rigid galvanized except as follows:
A: EMT may be used indoors, where not subject to abuse.
B: PVC may be used underground as allowed by code with proper bonding.
C: Romex may be used where allowed by code.
13. All wire and cable shall be copped. 010 AWG and smaller shall be solid THHN. •8 and larger
shall be stranded THHN. Control wiring shall be 014 THHN.
14. Electrical sub -contractor shall verify locations and connections to all electrical equipment
Furnished by others prior to installing outlets, conduit stubs, drops, etc.. Verify the locations
of all controls (switches, thermostats, starters, etc.) furnished by others. Install the controls
and make the connections thereto,I
OWNER
PGA OF AMERICA
PORT ST. LUCiE, FL
ARCHITECT
DAVID MILLER 4 ASSOCIATES
31S CLEMATIS ST. SUITE 210 WEST PALM BEACH, FLORIDA 33401
MEP ENGINEER
TEELE 4 ASSOCIATES
2103 CORPORATE DRIVE, BOYNTON IBEACH, FL 33433
STRUCTURAL ENGINEER
THOMAS J. TWOMEY, P.E.
2831 EXCHANGE COURT, SUITE A/B. WEST PALM BEACH, FL 33408
OOD SERVICE CONSULTANT
METRO DESIGN GROUP
2831 EXCHANGE COURT, SUITE A/B. WEST PALM BEACH,FL 33409
MEP NOTES
PLUMBING NOTES
I. Installation shall be in accordance with local and 94ate code requirements.
2. All materials shall be new and code approved.
3. Verify all sanitary and water connections. All dorfl@stic water piping shall be copper. All
sanitary piping shall be schedule 40 P.V.C.
4. The plumbing contractor shall Furnish a written guarantee that plumbing work is free from
defects in materials and workmanship, and for a period of one year from the date of final
acceptance, repair or replace all work which ber:omes defective, at no expense to the owner.
5. Plumbing contractor shalt provide all required pl1mbing permits.
6. Provide and install plumbing Fixtures as scheduldO on drawings, complete system: fixtures
and equipment shall be given an In-service test after completion of installation.
t All excavation and backFill as required for this p1`Tase of construction, shall be part of this
contract.
8. Building drainage system is based on 1/8' /ft. min: fall, all deviations shall be approved fit;
the Archttect/Engineer.
11 Do not scale for the exact fixtures, piping, equipment, etc.
10, All work shall be coordinated with other trades tP avoid Interference with the progress of
construction.
11, Water piping to be type 'L' copper with wrought solder fittings. Underground piping may be
type 'M' with proper sleeving and no ,Joints below slab.
12. Furnish and Install approved air chamber or shock absorbers 4 shutoff valves with access
panels at each fixture group.
13. Perform the following tests:
A. Water piping shall be subjected to hydrostatic pressure test of 100 PSI for a min. of I
hour.
B. Drainage piping - The ends of the system shall be plugged and filled with a 5ft. head of
water. Water shall stand until the inspection Is made and the water level remain constant.
C. Correct defects disclosed by the above tests,
14. Sterilize water lines with a mixture of 2 tbs. of chlorinated time to each 1,000 gallons of
water (50 PPM of available chlorine). Retain the mixture in pipes for 24 hours and flush
thrOLI with potable water before placing in service.
15, All water consuming devices shall meet water saving restriction codes.
ABv. Above
DOGS. Drawings
AC Air Conditioning
EA Each
ACOUST. Acoustical
E.J. Expansion Joint
A.C.T. Acoustical Calling Tile
EL. Elevation
ADMIN. Administrative
ELEC. Electrical
A.DIR,L Area Drain
E.U.S. Edge of Slab
AFR Above Finished Floor
EQ. Equal
A.H.U. Air Handling Unit
EQUIP. Equipment
ALUM., ALAluminum
ESCAL. Escalator
ANOD. Anodized
EX. Exposed
APPROX. Approximately
Ex". Exhaust
ASS. Asbestos
EXIST. Existing
ASPH. Asphalt
EXP. Exposed
ASST. Assistant
EXT. Exterior
BATT. Battery
F46 Food 4 Beverage
BD. Board
F.G.U. Fan Coll Unit
SLOG. Building
FD, Fire Damper
BILK., BLKGBIock, Blocking
F. DI Floor Drain
BM. Beam
II Fire House Cabinet
BOT. Bottom
FIN. Finish
BR Brick
FINFLR/ FFFinish Floor
BRK Breaker
FIXT. Fixture
BRNZ. Bronze
FLR Floor
STW. Between
GALV. Galvanized
GEM. PLAS.Cament Plaster
GL. Glass
C.C. Center to Center
GIRD. Ground
CEM. Cament
GYPBDJG.BCaypsum Board
CERT. or C.T.Caramic Tile
H. High
CG. Corner Guard
HDWR Hardware
C.H. Gelling Height
H.M. Hollow Metal
C.I. Cast Iron
HORIZ. Horizontal
CJ. Control Joint
H.PT. High Point
CL Center Line
HCT Hollow Clay Tile
CLG. Ceiling
HT. Haight
CLR Clear
H.V. High Voltage
CMU Concrete Masonry Unit
H.W.H. Hot Water Heater
COL. Column
ID. Interior Design
COMP. Compressor
IDIAAD.Inside Diameter
CONC. Concrete
VSUL Insulation
CONT. Continuous
INT. Interior
CPT. Carpet
JAR / J. Janitor
DIET, Detail
JT. Joint
DF.Drinking Fountain.
KIT. Kitchen
DIA, or D.Dlameter
/LAV. Lavatory(Washbasin)
DIR Director
L.C. Laundry or Llnen chute
DN. Down
L.P. Low Point
D.O. Door Opening
LT, Light
D.O.H. Door Opening Held t
L.V. Low Voltage
Dow. Door Opening Width
M. Meter(s)
DR Door
MACH, Machine
RET. Retaining
MAI Maleonry
RM. Room
MAX. Maximum
R.O. Rough Opening
M.C. Medicine cabinet
RWDF'. Rain Water Drain Pipe
MDF. Main Distribution Frame
SCHED. schedule
MECH. Mechanical
S. DUGS. Structural Drawings
MECH, VENTMechanicaI
SERV. Service
Ventilation
SM. Shower
MI Membrane
SNIT. Sheet
MFR Manufacturer
SIM. Similar
MR. Manager
SLID. Sliding
MIN. Minimum
SND. Sanitary Napkin Disposal
misc. Miscellaneous
SN. DISP Sanitary
MM. Mlllimeter(s)
Napkin Dispenser
M.O. Masonry Opening
SOAP DISPSoap Dispenser
MS. Metal Threshold
SP. Special
MTD. Mounted
SPEC$. Specifications
MTL. Metal
SPK Sprinkler
MULL. Mullion
SQ. Square
N.I.C. Not In Contract
SS, Service Sink
NO. Number
SSTLJST.ST. Stainless Steel
NOM. Nominal Dlmenion
STL. Steel
N.T.S. Not to Scale
STN Stain
O.C. On Center
STOR. Storage
O.D. Outside Diameter
STRUCT. Structural
OFCI Owner Furnished
SUSP. Suspended
Contractor Installed
T. Tread
OFF. Office
T.O.C. Top of Curb
OPNG. Opening
TELE. Telephone
OPP.HD. Opposite Hand
TEMP. Tempered
PASS, Passenger
TH. Threshold
P.C. Precast Concrete
THK. Thick
PDWGS. Plumbing Drawings
T.05. Top of Slab
PL. Plate
T.P.N. Toilet Paper Holder
PI Property Line
TRANS. Transformer
PLAS. Plaster
TRAN, Transom
PLOD. Plywood
TRZ. Terrazzo
PINT. Point -
T.O.W. Top of Wall
FOL. Polished
TYP. TyplcaI
POL, Polished
UR. Urinal
P.TD. Paper Towel Dispenser
v.C:.T. Vinyl Composition Tne
P.V.C. Polyvinyl chloride
VERT. vertical
III Painted
VEST. Vestibule
R. Riser
V.T.R. Vent Thou Roof
RA. Return Air
W/ With
RAO. or RRadlus
W.C. Water Closet
R.C. Reinforced Concrete
WI Wood
RD. Roof Drain
WA. 111 Occurs
REFL. Reflected
U.P. Waterproof
REFRIG. Refrigerator
WR11. Wet Riser Main
IAA: M
C6-1 COVER SHEET
5P-1 OVERALL SITE PLAN AND OVERALL FLOOR PLAN
A -I FLOOR FLAN, DOOR AND FINISH SCHEDULES, ANp INTERIOR ELEVATIONS
A-2 CEILING PLAN AND DETAILS
FOOD SERVICE
F-I FLOOR/ CONNECTION PLAN AND FOOD SERVICE CONNECTION SCHEDULE
MECHANICAL
P-1 PLUMBING FLOOR PLAN
M-1 MECHANICAL FLOOR PLAN
M-2 SCHEDULES AND DETAILS
E-1 DELI TENANT LIGHTING PLAN 4 SCHEDULES
E-2 DELI TENANT POWER 4 SYSTEMS PLAN
E-3 PANEL BOARDS AND RISER DIAGRAM
FS-1 FLOOR PLAN
1
RESERVI- BLVD
S. COMMERCE CENTER DR.
MM
iNORT: {
THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE, VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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DATE
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12.07.99
M&A No.
"143
SHEET NUMBER
CS-m I
1 OF 12
ISSUANCES,
FATE TSTLE _.
THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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12.07.99
M&A No.
99143
SHEET NUMBER
Sp-1
2 OF 12
DOOR SCHEDULE
DOOR DATA
FINISH
FRAME DATA
FIN15H
HARDWARE
_
NOTES
NUM SIZE
MATERIAL
TYPE
GLASS
MATERIAL
TYPE
JAMB
NE
Exr
SET NO.
I PAIR 3'-O' x T-0' x 13/4'
H. M.
BI
1/4' T
PAINT
HM.
C2
2
2
PAINT
1
2 3'-O' x T-0' x 13/4'
S.C. WOOD
133
-
PAINT
H11.
CI
I
I
PAINT
2
3 3'-O' x T-0' x 13/4'
S.C. WOOD
53
PAW
HM.
CI
I
i
PAINT
2
4 3'-O' x l'-O' x 13/4'
S.C. WOOD
83
PAINT
I H.M.
CI
I
I
PAINT
3
5 3'-O' x l'-O' x 13/4'
S.C. WOOD
53
PAW
RM.
CI
I
I
PAINT
4
b 3'-O' x l'-O' x 13/4'
S.C. WOOD
53
PANT
HM.
GI
I
I
PAINT
4
ROOM FINISH
SCHEDULE
ROOM NAME
FLOOR
BASE
N WALL
S WALL
E WALL
W WALL
CEILING
NOTES
NO.
NAME
CODE
CODE
CODE
CODE
CODE
CODE
CODE
101
OUTDOOR SEATING
VINYL
CT
PAINT
PAINT
PAINT
PAINT
ACOUS. TILE
-
102
CUSTOMER AREA
VINYL
CT
PAINT
PAINT
PAINT
PAINT
ACOUS. TILE
-
103
DELI SERVICE AREA
VINYL
CT
PAINT
PAINT
PAINT
PANT
ACOUS. TILE
-
104
DELI PREP ROOM
VINYL
CT
PANT
PAINT
PAINT
PANT
ACOW. TILE
-
105
SHIPPING/ RECIEVIWs
VINYL
CT
PAINT
PAINT
PAINT
PAINT
ACOUS. TILE
-
3 xteRi
0
VATION a DELI
(OR ELEVATION 0 DELI
REVISIONS
NO TITLE DATE
CES
DATE IB�U�TITLE
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0
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0
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THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE, VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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12.07.99
M&A No.
99143
SHEET NUMBER
A-1
3 OF 12
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2X BLOCKING (SHIM A;
HOLLOW METAL DOOR
DOOR (SEE DOOI
VINYL TRANSITIOP
VINYL FLOORING
N
T.
C
PE
N
T.
CARPET
0
ANCHOR RUNNER CHANNE'
WITH 3/16'X2' SELF-TAPPIh
SHEET METAL SCHREW TO
EXISTING GRID o 2'-0' O.0
SUSPENDED ACOUSTICAL
TILE CEILING. CUT REVEAL
WALL. USE PROPER TOOL.
MATCH REVEAL AT PERIL✓
NEW GYPSUM BOARD MET
STUD PARTITION
U-BLOCK W/ 1 05 ® OPENIP
H.M. DOOR FRAME -
ANCHOR TO FILLED CELL
TYP. EXT. DOOR
H.C. LOW PROFILE
ALUMINUM THRESHOLD
(a EXTERIOR)
FINISHED FLOOR
�2(JAMB SIMILAR)
SILL 4
C
0
LEGEND
2x4 LAY -IN FLUORESCENT 3-32w. T-5 LAMPS
LIN
2'x2' LAY -IN FLUORESCENT W/2-32w LAMPS
O
RECESSED DOWNLIGHT. WHITE BAFFLE 2(ow.
PL FLUORESCENT
TRUSS
R-10 50
LOOSE
INSULA'
=kIL_ (5
W X I6" REINF. CONCRETE
TIE BEAM W/
HIGH RIB GALV. MTL. LATH W/ 3/4" -
MIN. STUCCO SOFFIT W/ CONT. JOINT
AT 6-0" O.G. MIN.
EJ. AT EDGE OF SOFFIT
SEALANT W/ BACKING ROD
I X 4 P.T. WOOD BUCK TYP.
W/ 1/4" SHIM SPACE
2" X 4 1/2" ANOD ALUM
FRAME- LT. BRONZE FIN.
1/4" TEMP. IMPACT RESISTANT —
GLASS IN ANODIZED ALUM.
FRAME TO MATCH EXISTING
I X 4 P.T. WOOD BUCK TYP.
W/ 1/4" SHIM SPACE
1)51LL '
!JAMB SIMILAR)
m
wo I-im I w"AL-L HIV4nvRED
TO TRUSSES ® 24' O.C. W/
1 1/24 WOOD SCREWS
FI
TAI
DATE F TITLE
EE MIT
CONSTRUCTION
I
THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
PREPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY
SCALE
SSG
AS SHOWN
CHECKED BY
DATE
DRM
12.07.99
M&A No.
99143
SHEET NUMBER
A-2
0
FOOD SERVICE EQUIPMENT SCHEDULE
MARK
QTY.
DESCRIPTION
MANUFACTURER
MODEL
MECHANICAL SERVICE CONNECTION
P.P.= PER PLAN
G.C.= GENERAL CONTRACTOR
E.C.= ELECTRICAL CONTRACTOR
P.C.= PLUMBING CONTRACTOR
WATER
WASTE
ELECTRICAL
GAS
CW.
HW.
DIR.
IND.
VOLT PHS.
CORD
JB.
HP.
KW.
FLA
MOP
SIZE
BTUH
REMARKS
MARK
QTY.
DESCRIPTION
MANUFACTURER
MODEL NUMBER
C.W.
H.W.
DIR.
IND.
VOLT
PHS.
CORDI
JB.
HP.
KW.
FLA
MOP
SIZE
BTU H
REMARKS
1
1
WALL MOUNTED HAND SINK
ADVANCE
7-PS-80
1 2
1/2
-
1-1/2
2
1
84" 3 COMPARTMENT SINK
ADVANCE
6-3-48
1/2
1/2
3
1
12X84 S/S WALL SHELF
TABCO
WS-12-84
-
-
4
1
12" SLICER
GENERAL
GS300A
-
-
-
-
115
1
-
-1
1/3
-
-
-
-
-
-
5
1
24X48 S/S TABLE W/UNDERSHELF
TABCO
VSS-244
-
-
-
-
-
_
6
1
1000LB. ICE MAKER
SCOTSMAN
CME1000AE-32A
-
-
-
-
208
1
_
_
-
-
21
-
-
-
-
7
1
DUAL TEMP 2 DOOR REFRIGERATOR
TRUE
T-49
-
-
-
-
115
-
*
-
1/2
-
10
-
-
-
8
PP
WIRE SHELVING
METRO
1448BR
-
-
-
-
-
_
_
_
_
9
1
CAN WASH
BY G.C.
-
-
-
_
_
_
-
10
2
COUNTERTOP SOUP KETTLES
STAR
7C-B
-
-
-
-
120
1
-
-
-
1.0
-
-
-
-
-
11
2
CASH REGISTER
BY OWNER
-
-
-
-
_
-
_
12
2
DISPLAY CASE
DELFIELD
573-CD
-
-
-
-
115
1
-
-
-
-
5
13
1
DROP -IN HAND SINK
ADVANCE
DI-1-10
1/2
1/2
-
1-1/2
-
-
_
_
_
_
_
14
1
63" COUNTERTOP W BASE
BY G.C.
-
-
-
_
_
_
_
15
1
MICROWAVE
AMANA
RFS9B
-
-
-
-
115
1
_
_
_
.9
20
16
1
15X60 LAMINATED WALL SHELF
BY G.C.
-
-
-
_
_
_
17
1
WORK TOP REFRIGERATOR
TRUE
TWT-60
-
-
-
-
115
1
*
-
1/3
-
9
-
-
-
-
18
1
67" REFRIGERATED PREP TABLE
TRUE
TPP-67
-
-
-
-
115
1
*
-
1/3
-
8
-
-
-
-
19
1
CONVEYOR TOASTER
HATCO
TQ-300
-
-
-
-
115
1
-
-
-
1,7
-
20
1
49" GLASS DOOR REFRIGERATOR
BY VENDOR
21
1
SODA SYSTEM
BY VENDOR
22
1
SODA TOWER
BY VENDOR$-14
23
2
COFFEE MAKER
BUNN
SINGLE 23050.0006
-
-
-
-
115
1
-
-
-24
1
TEA BREWER
BUNN
TU3Q W/TD4T
-
-
-
-
115
1
-
-
-25
PP
LAMINATED COUNTER
BY G.C.
-
-
-
-
_
-
_26
1
BAKERY CASE
DELFIELD
537-CD27
1
DROP -IN ICE CREAM CASE
CUSTOM FAB_
AU°TOBT
ELECTRICAL CONNECTIONS V300 0
PLUMBING CONNECTIONS �oga�aoa�
E4. 115v./10 OUTLET 050" AFF 1/3 HP 7.2 AMPS. w/6' CORD & PLUG FOR ITEM 4. P1. 1-1/2" DIRECT WASTE 024" AFF FOR HAND SINK ITEM 1.
E6. 208v./10 WP SPEICAL OUTLET 050" AFF 1-3/4 HP 15.8 AMPS, FOR ITEM 6. P1C. 1/2" COLD WATER STUB -OUT 025" AFF 4"O.C. AND CONNECT TO HAND SINK ITEM 1.
E7. 115v./10 OUTLET 048" AFF 1/2 HP 10 AMPS. w/6' CORD & PLUG FOR ITEM 7. P1H. 1/2" HOT WATER STUB -OUT 025" AFF 4"O.C. AND CONNECT TO HAND SINK ITEM 1.
El 0. 120v./10 OUTLET 048" AFF 1000 WATTS w/6' CORD & PLUG FOR ITEM 10, P2. 1-1/2" INDIRECT WASTE 024" AFF TO FLOOR SINK FOR 3 COMP. 3 SINK ITEM 2.
2831A EXCHANGE CT.
115v./10 OUTLET 012" AFF 5 AMPS w/6' CORD & PLUG FOR ITEM 11. P2C. 3/4" COLD WATER STUB -OUT 025" AFF 8" O.C. AND CONNECT TO 3 COMP. SINK ITEM 2. WEST PALM BEACH
E12. (2)115v./10 JUNCTION BOX 06" AFF 5 AMPS. HARD WIRE FOR ITEM 12. P2H. 3/4" COLD WATER STUB -OUT 025" AFF 8" O.C. AND CONNECT TO 3 COMP. SINK ITEM 2. FLORIDA
-5853
El 5. 120v./10 OUTLET 050" AFF 1750 WATTS 20 AMPS. w/6' CORD & PLUG 5-20P FOR ITEM 15. P6. 3/4" INDIRECT WASTE TO EXTERIOR FOR ICE MAKER ITEM 6. FAOX(407)686-5862
E17. 115v./10 OUTLET 024" AFF 1/3 HP 9 AMPS. w/6' CORD & PLUG FOR ITEM 17. P6C. 1/2" COLD WATER STUB -OUT 048" AFF AND CONNECT TO ICE MAKER ITEM 6.
E18. 115v./10 WP OUTLET 06" AFF 1/3 HP 8 AMPS. w/7' CORD & PLUG FOR ITEM 18, P9. 1-1/2" INDIRECT WASTE FOR CAN WASH ITEM 9. THIS DRAWING IS AN INSTRUMENT
OF SERVICE AND AS SUCH SHALL.
El 9. 120v./10 OUTLET 050" AFF 1.7 KW 14.5 AMPS. w/6' CORD & PLUG FOR ITEM 19. P9C. 3/4" COLD WATER STUB -OUT 030" AFF 8" O.C. FOR CAN WASH ITEM 9. MREMAIN THE PROPERTY OF
ETRO DESIGN GROUP. UNAUTHORITHE
ZED
E20. 115v./10 OUTLET 048" AFF 1/3 HP 7.2 AMPS. w/6' CORD & PLUG FOR ITEM 20. P9H. 3/4" HOT WATER STUB -OUT 030" AFF 8" O.C. FOR CAN WASH ITEM 9. WUSE OR REPRODUUT
RITTEN PERMISSION OE THETTMETET O
E21. 115v./10 OUTLET 050" AFF 7.2 AMPS. W/6' CORD & PLUG FOR ITEM 21. P13. 1-1/2" DIRECT WASTE 024" AFF FOR HAND SINK ITEM 13. DDESIGN RAWINGOIS FORT USERINHCONNECTION
E22. 115v./10 OUTLET 050" AFF 7.2 AMPS. w/6' CORD & PLUG FOR ITEM 22. P13C. 1/2" COLD WATER STUB -OUT 025" AFF 4" O.C. FOR HAND SINK ITEM 13. BE USEDIS FOR MY OTHER LOCATIONS
E23 120v./10 OUTLET 050" AFF 16.25 AMPS. w/6' CORD & PLUG FOR ITEM 23. P13H. 1/2" HOT WATER STUB -OUT 025" AFF 4" O.C. FOR HAND SINK ITEM 13. COPYRIGHT 1996 METRO DESIGN GROUP
E24. 120v./10 OUTLET 050" AFF 14.87 AMPS. w/6' CORD & PLUG FOR ITEM 24. P21C. 1/2" COLD WATER STUB -OUT 025" AFF FOR SODA ITEM 21.
E26. 115v./10 OUTLET 06" AFF 5 AMPS. w/6' CORD & PLUG FOR ITEM 26. P22. 1/2" INDIRECT WASTE TO FLOOR SINK FOR SODA DISPENSER ITEM 22.
P22C. 1/2" COLD WATER STUB -OUT 050" AFF FOR SODA DISPENSER ITEM 22.
P23C. 1/2" COLD WATER STUB -OUT 050" AFF FOR COFFEE MAKER ITEM 23.
P24C. 1/2" COLD WATER STUB -OUT 050" AFF FOR TEA BREWER ITEM 24.
F-
O
Q
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Z
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G� d d
a o
w
Q eo
u�v w a
_U
y /z:�
O O
ral O rl
U.
r aoo�o¢o���c�400� KM
1/4"=1'-O"
W
Q
O
WI
0
PLUMBING SPECIFICATIONS
A. SCOPE
Plumbing contractor shall furnish all labor, materials and equipment necessary for the complete Installation of the
sanitary sewer system (Including soil and vent piping), water service, correction to water meter, tap wives,
.'a,...- boxes cold and hot water supply system, plumbing flttings, fixtures and trim; and all related fittings and controls.
,8. Water meter and fees by owner.
C. All excavation and backfill as required for this phase of construction, shall be part of this contract
2 CODES AND STANDARDS
is All work, materials and equipment supplied and Installed under this division shall comply with the latest edition of
the following codes as amended by the governing body.
Standard Bugding Code, including all appendices
Local County & City Codes and Regulations
Standard Plumbing Code (SBCCI)
3SUBMrrTALS
A. See schedule on drawings.
4PEF&MAND FISPECTIOM
A All permits and fees for permits and inspections shall be paid for by this contractor.
5. MATEFL42
A. Sanitary waste : PVC (where allowed by Code), Ductile Iron, & Cast Iron, DWV type pipe and fittings.
B. Domestic Water Piping -
a) Below grade - Soft .opper type "K"
b Above grade - Type L copper sweated or flanged
C. Joints to be wrought or cast Bronze. Lead Free solder is to be used or all Joints.
D. Provide and Install Plumbing nxtures as scheduled on drawings. Complete system ( fixtures and equipment)
shall be given an In-service test after completion of Installation.
.n E. Underground valves shall be Installed In precast concrete boxes.
F. Furnish and Install approved air chamber or shock absorbers & shutoff calves with access panels at each fixture
group.
g RJBTALLATBaA
; , i A. Use manufacturers templates. Caulk where required. Provide blocking for all fixtures as required. All water — —
a piping within the building shall be copper and run continuous above the ceiling. No Joints below slab. All piping
shall be properly supported with hangers of compatible material and all water pipes passing through concrete
shall be sleeved to prevent chemical reactions.
B. All Hot water piping to be Insulated. Material to be 1/2" sectional glass fiber with factory applied, all purpose,
fire retordent Jacket Install per manufacturers recommendations.
connections before Installing sewer lines. BuOding drninage system Is based
sewer and drainage {
f inverts of 9
C. Verl y
on i/8" / ft. min. slope. \ ;
D. All work shall be coordinated with other trades to avoid Interference with the progress of construction.
E Hose bibbs shall be installed where Indicated on the drawings and shall have separate 3/4 ' main feed.
Hose blobs shall have a removable key handle with hose connection vacuum breaker. Fasten securely to
wall. Install 18" above finish slab. -- f
7
_31..._ -- -- fa
�.�i_-
w r
A -cornplefan _ remove Ili sx�es'=m squlpmerTt and de6rfs.- Polish allActed or'golfehed fittings --
ve work In clean condition per Generd Conditions
A 1}ie P contractor shall deliver to owner a written guarantee that the plumbing work, Is free from defects
ln; materials and workmanship fora period of one year, from the date of final acceptance, and will repair or replace
all work which becomes defective (not due to ordinary use) at no expense to the owner.
r
_ NO
ALL 'ATER LANES r0
-
BE n/,t' VTTT1 1/2'
I4V1i,17DUAL F1.YTTR'E STOP-
-
-�
, -
K
fLL
q f
e r_
:.:• #... ..', a ,, .._NI
—
r_,
L
a
7
t
PLUMBING FLOOR P
SCALE: 1 /8"=1'-0"
PLUMBING NOTES
Q EXISTING 2' VENTED STACK CONTRACTOR TO PROVIDE I L12' WASTE
ARM ANL7 TRAP FOR OWNER FURNISHED HAND 5 W. PROVIDE ALL
NECESSARY FIXTURE STOPS AND CONNECTIONS REQLPZ£D ALONG WITH
SINK OYSTALLA71ON BY PLLI MG CON77P4CTOR.
Q EXISTING FLOOR DRAM.
EX157MG 1- HOT AND COLD WATER LANES. EXTEND WATER LINES AS REQLA ED
FOR CCMEC77ON TO TWO HAND _SW.5 AND 3 GOWARTMENT SANK
® EXl5TNG MORECT WASTE
EXISTNG I- HOT AND COLD WATER LINES. EXTEND WATER LIVES AS REOURED
FOR CONWC77ON TO COFFEE AND TEA MAKER5. HOT WATER TO BE GAPPED
AT FIXTURE STOP FOR FUTURE USE: PROVIDE CONNEC77ON TO OWNER FLRMSHED
EQUPMENT_
© EXTEND 3/4- COLD WATER LANE TO OWNER FURNSHED WATER FILTER AND VE
MAKER. CONTRACTOR TO PROVIDE M:iTALLATION OF FILTER UNT AND ALL
CONNECTIONS.
0 EXISTING MARECT WASTE FOR iCE MAKER.
EXI5TN(; CAN WASH.
0 EXISTING HOT WATER HEATER
is
•- -_- t;.aiE rcKaus �.__._ .,. I crass -
C7P19CSI CiASSROONI
SCHOOL
_ ISPI E i ENTRY
I
/ l
- AY
o K)MS V7YP.1 5(:Fllil1CiLBll�,-, f
SrA2ta3
r
_.
II�STORAGE - "
>!117,
SrATiON
n
,r�CASHC,tIOI1St'•') b'
i
SwTNCT)nNA_4HCN
mP,PT AY _ I
CLUB
REPAIR
—
u,,:. C.1581Xx)DS.
4 i .:3'"'b
#e g
SYMBOL
DESCRIPTION
W.C.
T WATER CLOSET
LAV
LAVATORY
SH.
SHOWER
W
WASHER
D.W.
_
DISH WASHER
GCO
GRADE CLEAN -OUT
WCO
WALL CLEAN -OUT
VTR
VENT THRU ROOF
H.B.
HOSE BIBB - AOODFORD #24P-3 4"
F.H.B.
FLUSH HOSE BIBB-WOODFORD #B24P-3/4
SITE
H.B.
SITE HOSE BIBB •-WOODFORD h!Y24-3/4"
�
4:�. 4 ,Zr4
.
LINETYPE
DESCRIPTION
-------
COLD WATER
----------
HOT WATER
---- —
---
HOT WATER RETURN
SANITARY SEWER
---------
VENT
-----
GAS
II.._. W] Ill I
--
DQ @ ����NGI ERA SSOCIA 9 E�
2103 CORPORATE ORIVE
ew BOYNTON BEACH, FLORIDA 33425 1561) 733-474:
MEHAEL T,ELE, P.E.
ENGIW#h0E-'4EC0H0
FL,FiH1p� f1GGIETSFjT?CN
p 17";32006
,z'
DAT .. `
ISSUANCES
DATE TFTT.E
PE WT
X
N
O
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b
s
N
O
Cd
U
CA
Co
O
a
N
a
W
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W
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a,
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THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION. PUBLICATION OR RE USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRMN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSITITITE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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DRAWN BY SCALE
MT AS NOTED
CHECKED BY LDTEA
MT 9_23-99
SHEET NUMBER
P
OF '
ND REVI11 SIONS 11 DATE
ISSUANCES
DATE TITLE
BID
PEIOUT
CONSTRUCTION
x
Q)
Q
14
O
4i
a
0
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a.
N
U
F
O
0
W
a
THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL, BE RESTRICTED TO THE
ORIGINAL SITE FOR WINCH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -WE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE TE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
O
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CYD
DRAWN BY SCALE
JKA AS NOTED
CHECKED BY DATE
MT 09-23-99
SHEET NUMBER
m-1
L OF _1
REVISIONS
NO. 11 TITLE 11 DATE
CEILING TILE
ACOUSTIC CEILING TILE
DUCT OR EXTENDED
PLENUM DUCT
W%ST IN COLLAR•
DAMPER
TIE WRAPS
(TYPICAL)
CEDING DIF�USE� :RANCH DUCT
CEILING FRAMING
SUSPENSION SYSTEM
PLENUM BOX RIGID DUCT:::�,
U U U
CEILING RETURN ACOUSTICAL -
AIR LAY -IN GRILL TiLE CEILING
CEILING �ETU�N AID G�
ILL DII E A � L
N.T.S.
ROOFTOP UNIT- SEE SPECIFICATIONS
COUNTERFLASHING BY
MECHANICAL CONTRACTOR
CANT STRIP BY ROOFER
MOUNTING HEIGHT 18 INCHES
ROOFING BY ROOFER-T
/- SPONGE RUBBER GASKET
ATTACH ROOF CURB TO A/C UNIT
-WITH (4)-#8 SHEET METAL SCREWS
ALONG EACH SIDE.
HEAVY -GAUGE STEEL CURB
TO MATCH UNIT -SLOPE
BASE OF CURB TO
MATCH ROOF SLOPE
INSULATION BY MECHANICAL CONTRACTOR
WOOD NAILER BY MECHANICAL CONTRACTOR
ATTACH ROOF CURB TO BUILDING
WITH 3/8" BOLT AT EACH CORNER
ADDITIONAL SUPPORT FOR EDGE OF ROOF
DECK OR UNIT AS REQUIRED.
NOTE: PROVIDE CURBS WITH WEATHERTIGHT
18 GAUGE GALVANIZED CAPS.
UNIT MOUNTING CURB DETAIL
1 1/2" x 1/2" x 1/4"
ANGLE, ALL AROUND
BOLTED WITH 1/4"
BOLTS TO DUCT. /
UNIT MFGR. MODEL NUMBER
NO.
EF-1 GREENHECK - GB-130
EF-2 GREENHECK - GB-80
1 1/2" MINIMUM
12" MINIMUM
FLASHING WIT14
WELDED CORNERR
/f
SEAMS.
HEAVY-GUAGE
SHEET -METAL DUCT WITH
PITTSBURGH LOCK SEAM
1 1/2" STANDING,
SEAM RIVETED
OR BOLTED ON
12" CENTERS.
ROOF CURB
ROOF MAkCK �ET'A IL
CFM SP RPM I AMPS ELECTRIC REQ. REMARKS
VOLT PHASE
1200 .375 ADJUST. 1/4H 120 1 1
400 .125 ADJUST I 1/4HP 1
1. FURNISH WITH jLT30 SPEED CONTROLLER TO ELEC. CONTR. FOR INSTALLATION
2. NOT USED
3. NOT USED
4. NOT USED
5. NOT USED
POWER SUPPLY
HEATER ACCESS
PANEL
CONDENSATE DRAIN TO
NEAREST ROOF DRAIN
ROOFTOP A/C UNIT
MANUAL/MOTORIZED
OUTSIDE AIR INTAKE
SUPPLY AIR DUCT
:IAIII CiCt_1171DLey
F 000FTOo p ADC D E T A � L
N.T.S.
FOR DISTANCE, SET= SAMPLING TUBE
MANUFACTURER'S SPECS. NOTinER ST-
HORN/STROBE
EMOTE TEST AND
AIR MOW (OTIFIER DHIIX � 02)
WITH POWER SUPPLY
s (NOTIFIER MPS-24A)
FURNISHED BY MECH
SHUT DOWN CONTACTOR J CONTRACTOR.
OR RELAY (FURNISHED BY J H HORN/STROBE
THE MECH. CONTRACTOR.) (NOTIFIER MIZ)
120 V
RT
REMOTE TEST
r'. DEDICATED CIRCUIT (NOTIFIER RTS-451)
Y ELECT. CONTRACTOR TO PANEL BY ELECT.
CONTRACTOR..
ALL LOW VOLTAGE WIRING & CONNECTIONS BY MECH. CONTRACTOR.
A H U kSOMOKE DETECTOR` DD ETAL
N.T.S.
DESIGN.
MFGR. MODEL NUMBER
SIZE
DIRECTION
CFM
TYPE
MNT. TYPE
FINISH
REMARKS
1
TITUS - TMS
600
SEE PLAN
0-125
SUPPLY
TYPE #3
WHITE
24x24 MODULE
2
TITUS - TMS
800
SEE PLAN
126-250
SUPPLY
TYPE #3
WHITE
24x24 MODULE
3
TITUS - TMS
10"0
SEE PLAN
251-375
SUPPLY
TYPE #3
WHITE
24x24 MODULE
4
TITUS - TMS
12"0
SEE PLAN
376-550
SUPPLY
TYPE #3
WHITE
24x24 MODULE
5
TITUS - TMR
8"0
SEE PLAN
0-200
SUPPLY
---
---
---
A
TITUS - 350 FL
16x16
SEE PLAN
0-300
EXHAUST
WHITE
---
B
TITUS - 50E-NT
12x12
SEE PLAN
0-525
RETURN
WHITE
2424 MODULE
NOTE
MECHANICAL SPECIFICATIONS
t SCOPE
A. The work covered In this section of the specifications consists of furnishing all labor,
equipment, and material and in performing all operations in connection with the installation
of the complete air conditioning and heating system. All work will be complete and to
accordance with this section of the specifications and applicable drawings, and will be
subject to the terms and conditions of the contract.
2. SPEC 71CA71ONS AND DRAW W
A. The mechanical drawings indicate the general arrangement of the air conditioning and
heating system. These specifications and drawings shall supplement each other.
Equipment, ductwork and piping shall fit Into the space allocated and shall provide
all necessary clearance for servicing and maintenance.
3 CODES AND STANDARDS
A. The work shall comply with the latest applicable requirements of the NFPA and all local codes
governing this installation as a minimum standard unless specifications listed herein or shown on
the plans require a higher minimum standard.
4, PERIMITS AND FEES
A. The HVAC Contractor shall procure all permits and pay all fees associated with the
permitting and inspection process. The HVAC Contractor shall also arrange for all
inspections.
5. ELECiRCAL
A. The Electrical Contractor shall furnish and install all conduit, wire, seal -tight, and
disconnects. Unless otherwise stipulated, the Electrical Contractor shall connect the air
conditioning units. The HVAC Contractor will furnish all materials, wire and connect
�t�hhep�thermostat.
6. MM7M AND ISOLATION
A. Both the air handler unit and condensing unit shall be placed on vibration isolators. The HVAC
contractor shall take all necessary steps to eliminate all excessive vibration and objectional
noise projected by any equipment installed under this contract.
7. MTALL.ATION
A. The HVAC contractor shall supply one thermostat per air system. Staging of heating and
cooling shall be indicated on the drawings.
B. All refrigeration piping to be of Type "L copper with wrought copper fittings. Joints shall be
made with silver solder.
C. The refrigeration auction Imes shall be insulated as follows: above ground with 1/2" "Armstrong
Armoflex below ground with some encased In P.V.C. conduit. Insulation shall be slipped on piping
prior to connection. All butt joints to be sealed with an approved adhesive.
Installation of condensate line is by the HVAC contractor. Insulate all lines
run above telling.
D. The supply and return air duct system shall be fabricated of Johns Manville "Superduct Type
800, 1 1/2". All fabrication shall be in accordance with the manufacturers written fabrication
manual and follow NAIMA Fibrous Glass Duct Construction Standards. Turning vanes shall
be provided in duct at all changes in direction. Vanes shall be Johns Manville "Supervene .
All joints shall be stapled approximately 2" on center with outward clinching steel staples and
Fortifiber "Therm -Lock" closure with autorhatic bond indicator. Tape shall have minimum 1"
overlap on each side of seam.
E. Supply and return air registers shall be Metal Aire or their Titus equivalent as indicated
on the drn_vings. All supply registers are to be equipped with manual dampers.
F. Extractors and turning vanes shall be installed where indicated on the drawings to addition
to all bends over 45 degrees.
G. Filters to be 1" Fiberbond Dustlok with Sporex antimicrobial agent and dual ply construction,
or its equivalent. Furnish two additional filters for each size of filter used.
8 TESiTq AND BALANICM
A. Upon c,>mpletion of work the HVAC Contractor shall use accurate meters, Instruments of
type and s?ze as required to determine proper air flow and distributions. Confirm that all fuse
sizes are in accordance to the motor nameplate data.
B. Air quantities: Check each blower and diffuser as indicated on drawings for correct and
adequate diffusion. Outside air quantities to be checked and adjusted as required.
t r ace^3 have been brought u to de A to sp g p sign temperatures and equipment Is functioning
;noperly, re --balance, if necessary, by means of calibrated thermometers placed in each
room and in open spaces, not over 20' apart. Thermostats: No deviation in temperature of
more thr::n 3 degrees fahrenhelt throughout conditioned space. Contractor shall submit
complete data report regarding balancing, in addition to various control settings for approval
of ArchKect.
C. The Contractor shall obtain the services of an Independent test and balance agency that
specta:izes In and whose business is limited to, testing and balancing of air conditioning
systernu. "'he agency selected shall be fully certified by the Associated Air Balance Council
(AABC) and shall have at least one member of the agency qualified as a certified test and
baianc3 engineer that has been issued this certification by the National Examining Board -
United :dates and Canada. All final rePOFts shall be signed by this certified test and balance
engine; r and shall include his official storhp,
D. Poch soles In insulation, ductwork, and housings, which have been cut or drilled for test
purposes.
E. Prepare reports of test result, including iristrumentation calibration reports, in format
recommended by the applicable standards,
��" 1rY 1-� 00.8}a%
64.?G v�Y
W
L NUMBER
CONDITIONS
SUPPLY FAN
HEAT
COMPRESSOR
CONDENSER
ELE(TRIC REQ.
DIMENSIONS
H x W x D
WEIGHT
LBS
SIZE
TONS
EDB
EWB
LDB
LWB
CFM/O.A.
H
KW
STEPS
NO.
AMPS
NO.
AMPS
VOLT
PHASE
50HJ006
77
65
57.4
55.6
2200/400
2
12
1
1
17.3
1
1.5
208
3
74x45x34
465
5.0
FCARRIER50HJ006
77
65
57.4
55.6
2000/180
2
12
1
1
17.3
1
1.5
208
3
74x45x34
465
5.0
50HJ008
76.9
64.7
54.1
52.9
2465/300
2
12
1
2
12.4
2
1.4
208
3
B7x58x41
755
7.5
3
CARRIER / 50HJ004
77.7
65.5
57.4
55.5
1200/200
.75
6.5
1
1
10.3
1
0.7
208
3
74x45x34
435
3.0
4
CARRIER / 50HJ006
78.6
66.5
57.8
56.4
2000/400
2
12
1
1
17.3
1
1.5
208
3
74x45x34
465
5.0
PROVIDE UNIT WITH SMOKE DETECTOR SUITABLE FOR CONNECTION TO BUILDING FIRE ALARM SYSTEM.
UNIT SEER 11.0
FRESH AIR CALC'S
PER
ASHRAE
62-1989 TABLE 2:
AHU-1A
20 CFM/PERSON
X
20
PEOPLE
= 400 CFM
AHU-1B
20 CFM/PERSON
X
9
PEOPLE
= 180 CFM
AHU-2
20 CFM/PERSON
X
15
PEOPLE
= 300 CFM
AHU-3
20 CFM/PERSON
X
10
PEOPLE
= 200 CFM
AHU-4
20 CFM/PERSON
X
20
PEOPLE
= 400 CFM
D� 1�U��NGINEERO SS01:11r% 1 ES
2103 CORPORATE ORIVE
er BOYNTON BEACH, FLORIbA 33426 1561) 738-4747
MICHAEL, P. TFFLE, P.E.
ENGINEER OF nECURO
FLOWDA HFOISiRAT!0N
P.E. 32006
ISSUANCES
711
TITLE
BID
PERAHT
CONSTRUCTION
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THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LDHTED TO SUCH USE.
REPRODUCTION, PUBDCATION OR RE -USE
BY ANY WTROD, IN WHOLE OR IN PART,
WITHOUT EXPRESS NRRI N CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITS TO THE PLANS AND SPECIFICATIONS
RENABIS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH TIME
PLANS AND SPECIFICATIONS SNAIL
CONSTITUTE PRIIIA FASCIF EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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DATE
MT
09-23-99
SHEET NUMBER
M-2
OF
i
REVISIONS
NO. TITLE 11 DATE 11
SWITCH # 1 2 3 4 5
0000H
SWITCH FIXTURES LUTRON
N CONTROLLED If
1 GENERAL LIGHTS LT-IPSH-WH
2 COUNTER LIGHTS LT-IPSH-WH
3 CUSTOMER LIGHTS LT-IPSH-WH
4 PATIO LIGHTS LT-IPSH-WH
5 CEILING FANS LT-103PH-WH
SWITCH DETAIL
NO SCALE
rf
o,
© © © © O
Ci I!
DELI TENANT LIGHTING PLAN
SCALE: 1 /8"=1'-O"
LIGHTING FIXTURE SCHEDULE
TYPE
VENDOR
CATALOG NUMBER
DESCRIPTION
MOUNTING
LAMP
VOLTAGE
REMARKS
A
COLUMBIA
4PS24-332G-RAA12.125-3EB120-EL
2'X4', 3-LAMP TROFFER W/ BATT. PACK
RECESSED
(3)F32TB/735
120V
EMERGENCY GATT. PACK
B
COLUMBIA
4PS24-332G-RAA12.125-3EB120
2'X4', 3-LAMP FLUOR TROFFER
RECESSED
(3)F327/735
120V
C
PRESCOLITE
CFTB32EB-STF802-120V
RECESSED FLUOR - 42W
RECESSED
(1)421BXT4
120V
D
CEILING FAN W/ LIGHT KIT
SURFACE
120V
VERIFY W/ ARCHITECT
X
DUAL LITE
LXUGWE
LED EXIT W/BATTERY
SURFACE
LE.D.
120V
SA.SBCA)O 5 ----,- I CLASS
_,_—___._._______ ___ ____ ____ ------- SCORIN
�. (^T7+7CP CAASSR00Ai
ARP.Q
LCk75F '
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1 _ I STATION ,...�
V1 I SALRS `
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_ DISPL.IY ,
C AIR Ob17D4' R r _
WTT:N(}
STATION
i
ST'Q. I
i
5{;IgYNt'T SWING DYNAMICS
GENERAL NOTES:
O EXIT SIGNS AND EGRESS FIXTURES (TYPES'E' &'X') SHALL BE CIRCUITED TO UNSWITCHED GENERAL LIGHTING
CIRCUIT (TYPICAL FOR ALL).
O SEE SWITCH DETAIL FOR CONFIGURATION OF MULTI -GANG SWITCH PLATE IN DELI TENANT AREA.
O3 EXISTING LIGHTING TO REMAIN. SEE SHELL DESIGN PROJECT DOCUMENTS.
T��LC 2103 CORPORATE
DRIVE
S ASSOCIATES
D.au BOYNTON BEACH, FI.OnIDA 93425 (561) 730-4747
MICHAEL A. l EELE, P.E.
ENGINEER OF RECCIRO
F-EIR;DA F!['-JG i AA T !UN
_ P.E.32006
+,e
ISSUANCES
DATE TITLE
BED
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THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EIIPRma LIN m TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY YETHOD, IN WHOLE OR IN PART,
WITHOUT EEPRESS WRITTEN CONSENT BY
THIN ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REYAI7S WITH THE ARMITECT WITHOUT
PRERHIICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRILA FASCIE EVIDRNCE OF
THE ACCEPTANCE OF THEM RESTRICTIONS.
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MT 12-28-99
SHEET NUMBER
E-1
1 OF 3
C:\ACAD\PROJ\OTHER\PGAVLC
I
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-- - -- ----------- --- ---- ----- - --- -- ------ -- - -
cvD s - — -
csAss
.nsR
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� � OFiKP GLAS`:i&LiUki � �
AREA.SCIIUVL '
LIX)SB y, ! ENTRY
'DISPLAY 4 ff I r LL.
-*-r CASE, GI.N) (I'YP,)
ENTRY
I C HITTING
sTnna.1 FULL SWING
�x
r.
IL
' EXISTING MAIN ELECTRIC SERMCE LOCATION.
SEE RISER FOR LAYOUT.
I
i
f
I;
ALL CONDUCTORS ARE TO BE
CONTINUOUS FROM BOX STEEL CITY T14-PL WITH;
TO BOX.
1. BLANK COVER #SP41-G
NO SPLICES ARE ALLOWED. 2. DUPLEX G.F.I. & COVER
#WGF-100C
3/4' COED= FOR SU7WNT
OR 6RANCH CRCUnNo
JUNCTION :OX DETAIL
NOT TOO SOLE
DELI TENANT POWER & SYSTE
SCALE: 1/8"=1'-0" - _.--
GENERAL NOTES:
O INSTALL JUNCTION BOXES AND RECEPTACLES AT 6" A.F.F. SEE DETAIL ON THIS PLAN.
O FURNISH AND INSTALL REQUIRED RECEPTACLE FOR OWNER -FURNISHED EQUIPMENT. FIELD VERIFY,
v !�C Y�NGI�ERS ASSOCIATES
2103 CORPORATE DRIVE
breve BOY'NTON BEACH, FLORIOA 33426 (551) 736-4747
Y-7 29ME,
MICHAF! A. iEELF, P.E.
ENGINEER OF RECnAO
F! ORUA nFG STRATEJN
P.E. 32005
NO REVISIONS 11 DATE
ISSUANCES
DATE TITLE
BID
PER
MTf
CONSTRUCTION
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THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHAH. BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITTE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PRLIUDICE VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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MT
12-30-99
SHEET NUMBER
E-2
2 OF 3
i
3T T;
a .
ELECTRICAL SPECIFICATIONS
l GeAFIAL SPECF9CATMS
A. GENERAL:
The requirements of the general, supplementary and special conditions of the
contract specifications and drawings are hereby made a part of this section
of the specifications. It is the intent of the plans and specifications to provide
a complete and operating installation including all obviously necessary items
even though items are not indicated on the drawings or specifications.
C. PERMITS, SALES TAX, ETC.:
The contractor shall secure and pay for all permits, State Sales Tax, Federal
Excise Tax, royalties and other taxes or fees as required for installation of a
complete system as outlined herein and as shown on the plans. The
contractor shall secure all necessary licenses and insurance.
D. CODES:
The work shall comply with latest applicable requirements of the NFPA
and all local codes governing this Installation as a minimum standard unless
specifications listed herein or shown on the plans require a higher minimum
standard.
E. BRANDS OF EQUIPMENT:
Where one manufacturer only is named, the bids shall be based on furnishing
equipment or materials by this manufacturer. Products of other, manufacturers
will be considered for use if in the engineers opinion the item requested for
substitution is equal to that specified. Where no manufacturers are named,
the contractor shall select equipment or material which meets the specifications.
F. DEPARTURES FROM DRAWINGS:
The contract drawings indicate the extent and general arrangements of
equipment and systems. If any departures from the contract drawings are
deemed necessary by the contractor, details of such departures and
reasons therefore shall be submitted to the engineer for approval. No such
departures shall be made without the prior written approval of the engineer.
G. CHANGES:
The contractor shall conform to all reasonable changes without additional
cost.
H. ERRORS AND OMISSIONS:
All obvious errors and/or omissions in the above mentioned documents shall
be called to the attention of the engineer at least four days prior to the bid
date. If notification is not received, no extras to the original drawings and
specifications will be authorized.
1. GUARANTEE:
The contractor shall provide a guarantee against defective workmanship,
materials or equipment for a period of one year from the dote of acceptance.
This guarantee shall include all costs ena)untered in the replacing of
defective work or materials. The contractor shall convey to the owner any
additional guaranties or warranties providedi by the manufacturer of an
individual item, equipment or material.
2. RACEWAY
A. EMT:
May be used for all branch circuit wiring It, areas above grade and within the
the building. All EMT shall be galvanized. All EMT fit!?zya shall be steel with
set screws.
B. PVC:
Shall be schedule 40 high Impact, UL ap[wived, and shall be installed
underground or in the slab.
C. RIGID CONDUIT:
Shall be used for all exterior installation N,,ere mechanical damage is
possible.
3. WIFE AND CABLE
A. CONDUCTORS:
Shall be copper. Insulation shall be type THHN /THWN for ALL sizes.
Minimum size wire No. 12, Conductors NO 10 and larger are to be stranded.
Branch conduit outlets shall be connected as indicated.
B. COLOR CODES:
Conductors shall be color coded throughol-r. Some color small be u::ed for
branch circuit wiring of a given phase. G,ounded conductors No. 4 :;WG and larger
may be Black, But shall be identified with colored tape in ,unction boxes, pull
boxes, panels and service equipment.
(a) 120/240V or 120/208V systo,os
(1) Three wire circuits - one black, one red c.;d one white
2 Four wire circuits - one black, one red, ona white, one blue.
(b) 277/480V systems -one brown, one oran?e, a,., yellow, one gray
c Continuity of neutrals of mulls -wired brc:,ch circ its shall not be
made on terminals of any d-vice. This will kiiuro no opening of
neutral in replacement of de Ace.
C. SPLICES:
�
a #10 and below - Scotchlok or egjal
b3#8 and larger - Not allowed
4. BOXES
A. OUTLET BOXES:
Section welded galvanized stamped steel for gang sizes required.
Sectional boxes will not be acceptable. Boxes larger than
standard shall be provided in accordance With the National Electrical Code
where necessary to prevent crowding of wires.
B. FLOOR BOXES:
To be Carlon E971FB with E97ABR adaptor for cast Bronze cover plates as
manufactured by Steel City.
5. WRNQ DEVICES
A. MOUNTING HEIGHTS:
(a)Switches at 4'0" or as noted
b Receptacles at 18" or as noted
c Telephone outlets at 18" or as noted
B. WALL SWITCHES:
Shall be intermediate grade, quiet -type, high performance switches rated at
15A.277v. Color and switch plates as directed by the Architect and Interior
Decorator.
C. RECEPTACLES:
See general notes on this sheet for requirements.
D. POWER OUTLETS:
Leviton or Slater, type and size as noted.
E. DIMMER SWITCHES:
Shall be equal to Lutron #N - 1500 ML slide dimmer with touch - button
on/off switch with Lutron #N - SML for three way control. Low voltage
dimmers shall be Nova Series, load coordinated as required.
DISCONNECT SWFTC3-*=.S
Shall be furnished with enclosures as required by exposures either NEMA 1
or 3R and shall be horsepower rated, heavy duty with fuses as noted.
B. NON -FUSIBLE DISCONNECT SWITCHES:
Shall be provided for all motors located out of sight of motor controller and
where indicated on the drawings. Disconnect switches shall disconnect all
ungrounded conductors.
C. FUSES
To be furnished for fusible equipment. Motor fuses shall be bus fusetrons
rated between 125 and 150 percent of motor name plate rating. Furnish
extra set of spare fuses for each fused disconnect installed. Spare fuses
to be placed within a fuse cabinet located in the electric room.
7. PANELBOAM, LOADCENTER
A. Loodcenters shall be as noted on plans with cover and typewritten directory
inside of cover. Panelboards shall be the product of Cutler -Hammer or
Square D.
& LJQHMM FD(TU MS
A. Unless otherwise noted, Light Fixtures will be furnished and installed as indicated
on the lighting fixture schedule for installation by the electrical contractor.
9.IDENTFICATM
A. Tag all conductors and identify major conduits in or at wireways, panels,
pullboxes, switchboards, motor controllers, cabinets and similar items to
assist in future circuit tracing. Conductor tags shall be nonconductive.
B. Identify all circuits and equipment to correspond with the plans and
specifications.
10. CLEAN-UP
A. On completion of work, remove all excess material, equipment and debris.
Leave workspace in clean condition.
PANELEOAR[) WK"
RATED VOLTAGE 120/208V. 3 PHASE. 4 WIRE LOCATION SEE PLAN
RATED AMPS 125 MOUNTING SURFACE
MAIN LUGS ONLY FEEDER CONDUCTORS C43-#1 THHN CU
BRANCH POLES 30 FEELING CONDUIT 2'
BRANCH DEVICES PLUG -ON MANUF. CAT. NO. 5Q. D •NQOD"
BUS AMP5
DESCRIPTION
BREAKER
CIR,
NUM.
BREAKER
DESCRIPTION
BUS AMPS
A
B
G
TRIP
POLE
OL
TRIP
A
B
G
15
REG- TEA BREWER
20
1
1
2
1
20
REG- CASH RECI5TERS
30
16
REC- COFFEE MAKER
20
1
3
4
1
20
REC- CONY. TOASTER
15
16
REC- COFFEE MAKER
20
1
5
6
1
20
REC-_ WORK TOP REF-
9
5
DISPLAY CASE
20
1
7
8
1
20
REC- 49• REFRIGERATOR
7
5
DISPLAY CASE
20
1
9
10
1
20
REC- BAKERY CASE
5
8
REC- REF. PREP TABLE
20
1
11
12
1
20
REC- MICROWAVE
15
7
REC- SLICER_
20
1
13
14
1
20
REG- 50UP KETTLE
8
5
REC- ICE CREAM CASE
20
1
15
16
1
20
REC- SOUP KETTLE
8
14
REC- SODA 5Y51EM
20
1
17
18
1
20
REC- 2 DR. REFRIGERATOR
10
21
ICE MAKER -
20
2
19
20
1
20
SPARE
-
21
21
22
1
20
SPARE
-
-
SPARE
20
1
23
24
1
20
SPARE
-
-
SPACE
201
1 11251
26
I 1 1
20
SPACE
-
-
SPACE
20
1 127
28
1
20
SPACE
-
SPACE
201
1 11
29
30
1
20
SPACE
-
TOTAL AMPS BU5 A 73 9U5 S 75 BUS C 72 GROUND BUS 15 REQUIRED
CONNECTED KVA 25.7 KEYED DOOR LATCH 15 NOT REQUIRED
NTERUPTNG RATING 10.000 RM5 5YM. FEED TO BE BOTTOM
SYMBOL
DESCRIPTION
S
SINGLE POLE SWITCH - 20A/12OV.
pia
3 - WAY SWITCH - 20A/120V.
51�
4 - WAY SWITCH - 20A/12OV
DOOR JAMB SWICH FOR CLOSET LIGHTS
®
DIMMER SWITCH
1113
3 - WAY DIMMER SWITCH
�r
HALF -SNATCHED DUPLEX RECEPTACLE - 2OA/125V
t
DUPLEX RECEPTACLE O 42" A.F.F. - 20A/125V
DUPLEX RECEPTACLE - 20A/125V
DUPLEX RECEPTACLE - 20A/125V
QUADRAPLEX RECEPTACLE - 2DA/125V
DUPLEX RECEPTACLE - 20A/125V
C.
ISOLATED GROUND.
DUPLEX RECEPTACLE - 20A/125V
rJL
GROUND FAULT INTERRUPTER.
WJWx
OUTLET - WEATHERPROOF.
®
POWER OUTLET - VOLTAGE 8: SIZE AS NOTED.
O
FLOORBOX WITH DUPLEX RECEPTACLE 20A/125V.
01
DISCONNECT, VOLTAGE Lk SIZE AS NOTED.
®
JUNCTION BOX 4", WITH BLANK COVER.
®
TELEPHONE OUTLET -WALL MOUNTED. EACH OUTLET
TO HAVE 3/4"C W/PULL STRING ROUTED BACK
TO TELEPHONE BOARD.
♦ FAX
FAX OUTLET -WALL MOUNTED. EACH OUTLET
TO HAVE 3 4"C W/PULL STRING ROUTED BACK
TO TELEPHONE BOARD.
Q
PANEL, SIZE k VOLTAGE - SEE PANEL SCHEDULE.
®
TfMVI ON OUTLET. EACH OUTLET TO HAVE
1 C W/PULL STRING ROUTED BACK TO
TELEPHONE BOARD.
®
COMPUTER TERMINAL EACH OUTLET TO HAVE
3/4"C W/PULL STRING ROUTED BACK TO
TELEPHONE BOARD.
RISER MOTES .
O1
-,V5TNG ELECTRICAL SERVICE ENTRANCE AND D157RmU710N.
F)ELD VERIFY LOCATION AND EO(NPMENT RATINGS.
OZ
EXISTNG 200A. 3 PHASE FP+L APPROVED METER CAN.
O3
EXISTING 200A1'3F/7Y1 SAFETY tiWITCH WiTH 2O0A CLASS
RK5 FUSES. 50. D #H324N Wl7Ji BU55MAN KTNR-200 FU5
®
2' CONDUT WITH C4J-3/0 THHN CU. CONDGGTOR5.
Q
EX/STANG PALL A, - SEE- PANEL SCHEDULE FOR
ADDI17ON5 AND ALTERATIONS.
©
PANEL -K- - SEE PANEL SCHEPME FOR ADDITIONAL
REQL&EMENT5.
O7
2- CONDUIT TO OTHER TENANT 5PACE5. SEE 5HEET E2
FOR POINTS OF TERL` M77ON.
O
2' CONDUIT AND FEEDER CONDtVTOR5 TO PANEL 7f:
SEE PANEL SCHEDULE FOR CONDUCTOR SPECIFICATIONS.
I
PANELEOAM °A" (EXISTING)
RATED VOLTAGE 120/208V. 3 PHASE. 4 WIRE LOCATION ,,irr PLAN
RATED AMPS 225 MOUNTING SURFACE
MAIN LUGS ONLY FEEDER CONDUCTORS (.4)-3/0 THHN CU
BRANCH POLES 42 FEEDING CONDUT 2 1/2,
BRANCH DEVICES PLUG -ON MANUF. GAT. NO. 5Q. D 'HOOD"
BU5 AMP5
DESCRIPTION
1
BREAKER
cIR,
NUM.
BREAKER
DESCRIPTION
BUS AMP
A
B
G
TRT'
POLE
FC,
TEA'
A
B
G
7
JEXTERIOF SOFFIT LIGHTS
20
1
1
1 2
1
zo
BATHROOM RECEPT.
2
5
CENTRAL WALKWAY LIGHTS
20
1
3
4
1
20
BATHROOM RECEPT.
2
2
ELECTRIC ROOM LIGHTS
20
1
5
6
1
20
WATER COOLER
5
6
STORAGE ROOM LIGHTS
20
1
7
B
1
20,
STARTER RECEPT.
3
4
WOMENI5 RESTROOM
20
1
9
10
1
20«
GEN. PUR. OUTLET
4
4
MENS RE5TROOM
20
1
11
12
1
20
RECEP. PREP. OUTLETS
4
3
RECEPTION LIGHTS FANS
20
1
13
14
1
20.
5TOR. FUR. OUTLET
3
9
LIGHTS- DEU D/L
20
1 1115
1 16
1
20+
GEN. PIJR REGEP.
5
5
LIGEiTb- DEU TROFFERS
20
1
1171
18
3
60
HOT WATER HEATER
50
10
UGHTS- PATIO/FANS
20
1
1 19
120
50
5
IFACP
20
1
21
22
50
-
SPARE
20
1
23
24
1
20
CIRCULATING PUMP
2
41
RTU-4
60
3
25
26
1
20
EF-1.EF-2
11
41
27
28
1 1 1
20
_
ROOFTOP RECEIPT.
2
41
29
30
1
20
SPARE
-
SPACE
20
1
31
32
1
20
SPARE
-
SPACE
20
1
33
34
1
20
SPARE
-
-
SPACE
20
1
35
36
1
20
SPARE
-
-
SPACE
125
3
37
38
3
>Zy
PANEL T('
73
-
39
40
75
-
41
42
72
TOTAL AMPS BUS A 209 BUS B 202 BUS G 185 GROUND BUS 15 REQUIRED
CONNECTED KVA 70.9 KEYED DOOR LATCH 15 NOT REQUIRED
INTERUPTNG RATING 10.000 RM5 SYM. FEED TO BE BOTTOM
* DENOTES G.F.I. BREAKER.
ELECTRIC LOAD CALCULAkTION
COMMOAJ _21.RFAIM
AREA - 4.5::16i 30. FT:
GENERAL LIGG-71IG • 2 WXSQ.FT.
RECEPTACLE$ . 1 W/SQ.FT.
KTTCHOON EQUPMENT (PER 220 20-)
C4.3.77T W t O. a53
TOTAL
LAIR�ZFST OF 777E FOU011
A/C QTGKW • 125Zl
HEAT C14.,W(Y a 100Z_)
TOTAL
rOIAL. AMPERIF5
SERVICE PROVIDED - 200 AMPERES
SERVICE VCH TALE - 12O/208, 3 PHASE, 4 wR£
NOT TO SCALE
LANE
NEUTRAL
9.072
`1072
4.536
4.536
28.405
16.705
42,013
30.:313
14.760
-
56.776
30.313
157.7
84.2
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WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TIME TO THE PLANS AND SPECIFICATIONS
REYADIS WITH THE ARCHITECT WITHOUT
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PLANS AND SPECIFICATIONS SHALL
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BY ANY LETHOD, IN WHOLE OR IN PART,
WITHOUT ERPRESS WRITTEN CONSENT BY
THE ARCHITECT 6 STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHHTECT WITHOUT
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