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HomeMy WebLinkAboutPGA Golf Development Inc. - 20040071A.M. ENGINEERING AND TE5?'ING,-
3504 INDUSTRIAL 33rd STREET • FORT PIERCE ' -FLORIDA.* 34946; ;
VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-75M , .., . , STUART, (561) 283-7711y,:; FT. PIERCE,1-800-233.9011
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: R.K. Davis Construction
CONTRACTOR: Bennett Site Development
SITE: Chimp Farm
Introduction Unit
Foundation Fill
SEP 2 5 2000
. j _
St, Lucie County Fu! )jic Works
Date: 9/11/00
Permit #20040471
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
188
9/11/00
N Side of Pad Center of Excavation
0 - 1 '
102
120.3
117.4
97.6
189
N Side of Pad Center of Excavation
1-2'
118.8
98.8
190
N Side of Pad Center of Excavation
2 - 3 '
119.4
99.3
ALL ELEVATIONS BELOW SLAB
GRADE
Copies: Client - 2
Client Fax - 1
Bennett - 1
SLC Bldg. Dept. — 1
Respectfully submitted,
A.M. ENGINEERIINGA'Nl)�Tc. TRi G, INC.
:i
RICHARD BO'YETTF, P.E. FL Reg:,'114 .42485
JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (561) 745- 0981
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
David, Miller and Associates, P.A
David Millet, A.I.A., NCARB
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
June 29, 2000 C-aMPILY WITH ALL APPLICABLE CODES.
St. Lucie County Dept. of Community Development
2300 Virginia Avenue
Ft. Pierce, FL 34982
RE: PGA Learning Center / School/Retail Spaces
Mechanical Systems Ducting
To Whom: It May Concern:
Attached please find the as -constructed duct layouts for the above referenced project areas. These
revisions were prepared by the A/C Subcontractor as a part of this interior completion. The
proposed modifications and installation are acceptable, and meet the design criteria for the
project Please contact me if you have any questions or concerns. Thank You.
Sincerely,
Mavidler, A.I.A.
DRM/sj c
Attachment
cc: Phil Morgan, Mosley Construction
FOR
REVIEWED BY
MUST fE Y': �T 04 JOB OR
NO INSPEunoV wi:.L cSE CAADS
C rL�l�
®� UUU
St, Lucie County Public Worl<s
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
It
ST. LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
PLAN REVIEW
q
2400 Rhode Island Ave
Fort Pierce, Florida 34950
TYPE OF PERMIT
Telephone (561)462=2312
Fax:: (561)-462-2323
( ) New Construction ( X ) Tenant Improvement ( ) Addition ( ) Renovation/alteration ( ) Shell Only
Jurisdiction: St Lucie County
Occupancy: PGA LEARNING CENTER
Address: 8565 S Commerce Centre Dr
Contractor: Mosley & Son Construction
Contractors address: 1400 SE Monterey Rd
Arch itect/Engineer: David Miller & Associates
Building owner: PGA Golf Development
Occupancy type: Mercantile
Gross sq. ft. 3264 sq ft
Occupant load:
Construction type ( NFPA-220) Type:
F.P.B. B-00-113
Building Dept: 20040071
Number of stories: 1
Phone # 561-287-6862
City: Stuart, FL Zip: 34994
Phone: 561-6974700
Review date: 4-20-00
Automatic sprinklers:
Net sq ft:
Based on:
SBCCI: Type:
NOTE
1. All revisions must be in compliance before the final inspection, or so noted.
2. The Fire Marshal required 24 hour notice on all inspections.
3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office.
4. Failed inspections require payment of fee prior to scheduling of any further inspections.
5. Permit fees are required to be paid in full prior to any inspections.
6. A copy of the required revision/s have been transmitted to the Architect ( ) Contractor ( ).
REVISIONS REQUIRED
1. Provide portable fire protection every 75' of travel -distance.
2. Alterations to the existing fire sprinkler system will require a separate permit
"ReWevviat. syz .77r._ _ -Date- April-20, 2000
.1-an lieluo
APR -27-00wTHU 03:4R PM,PAVID MILLER & ASSOC. 5616974105
P. 02
David Miller and ,Associates, P.A.
April 27, 2000
St, Lucie County Dept. of Community Development
2300 Virgina Avenue
Ft, Pierce, FL 34982
Rlr: - PGA Learning Center / School & Retail Area
Permit #20040071
To Whom It May Concern:
David Millcr, A.I.A., NCARB
I. have received plan review comments on the above referenced project (copy attached). In
response to those comments, I would like to offer the following:
1) The drinking fountain and restrooms for the school and retail area were permitted
previously and are a part of the shell permit.
2) The doors will be free operating (i.e. no latches) with closure devices. The locksets will
be deadbolt type with thumb turns at the interior. The hardware will be standard
push/pull type. All aspects of the door operations will meet ADA requirements,
If you require any additional information, please feel free to contact me at the number listed
below. Thank you.
Sincerely,
avid Her, A.I.A.,
DRM/sjc
attachment
cc: Phil Morgan,,Mosley Construction
Architecture - Engiheerifig Planning - Construction Management - Interior Design
2090 Palm Beach Lakes Blvd., Suite 205 West Palm Beach, Florida 33409
(561) 697-4700 - (561) 697-4105 Fax
SYMBOL LEGEND
ROOM NAMEr ROOM NAME
I00
ROOM NUMBER
3
INTERIOR
A 2�LEVATION NO.
i SHEET NO.
NO. REVISIONS TO DRAWING
INDICATING EXTENT OF -
CHANGES
INSIDE CLOUDED
AREA
GROSS
S SECTION NO. �
SHEET NO.
WALL
SECTION NO. I
A�
9360
REFERENCE NLIMEsER CG.S.IJ
GENERAL NOTES
ELEVATION NO.
SHEET NO.
— DOOR NO.
ROOM NO.
DOOR NO.
_ 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 G®des shall
mean the latest standard or code adopted and published.
2. The General Contractor shall be responsible for complying with all codes, ordlndklces 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 and maintoln complete
workman's compensation, builders risk insurance, and other necessary insurance as maw be
required. Proof of insurance shall be submitted to the Owner prior to commencement 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.
Cam. 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.
6. The Contractor shall verify all dimensions in the field. Discrepancies shall be reported to
the Architect prior to the commencement of the Work
9. 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 1s 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 of 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.
16. 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
ELECTRICAL NOTES
1. Establish a field liaison with the project supervisor prior to commencing work
2. All electrical work shall be per the National Electrical Code, the Southern Standard Building
Code, and/or any local codes.
3. Electrical contractors shall pay for all Fees, taxes and permits.
4. Wiring devices shall be U.L. listed specification gradoB. The electrical sub -contractor shall
be responsible for Full coordination of this Work with that of the General Contractor and the
other sub -contractors.
57he electrical sub -contractor shall be responsible for full coordination of this Work with that
of the General Contractor and the other sub -contractors.
ro. Provide Architect and/or engineer with as -built drawings.
PLUMBING NOTES
1. Installation shall be in accordance with local and state code requirements.
2. Plumbing contractor shall provide all required plumbing permits.
3. Do not scale for the exact fixtures, piping, equipment etc.
4. All work shall be coordinated with other trades to avoid interference with the progress of
construction.
LE.1(___3& ENE
RETAIL/ SCHOOL
�t
Port St. Lucl'(-,.,, F
INTERIOR BUILDOUT
NOTE: THESE PLANS ARE FOR AN INTERIOR COMPLETION OF
THIS SPACE DELINEATED ABOVE. REFER TO THE SHELL
PLANS FOR ADDITIONAL INFORMATION.
_OJECT TEAM
OWNER
PGA OF AMERICA
PORT ST. LUCIE, FL
ARCHITECT
IDAVID MILLER d ASSOCIATES
2090 PALM BEACH LAKES BLVD SUITE 205, LUEST PALM BEACH, FLORIDA 3340e
MEP ENGINEER
TEELE 4 ASSOCIATES
2103 CORPORATE DRIVE, BOYNTON BEACH, FL 33433
STRUCTURAL ENGINEER
THOMAS J. TWOMEY, P.E.
2031 EXCHANGE CT., SUITE A/5, WEST PALM BEACH, FL 3340cJ
ABBREVIATIONS
ABV. Above DW36. Drawings MACH. Machine
AC Air Conditioning EA Each MAS. Masonry
ACOUST. Acoustical F.J. Expansion Joint MAX. Maximum
A.C.T. Acoustical Calling Tile EL. Elevation M.C. Medicine Cabinet
ADMIN. Adminletrative ELEC. Electrical M.D.F. Main Dletrlbution Frame
ADRV. Area Dra In E.O.S. Edge of slab MECH. .Mechanical
AFF. Above Finlehed Floor EQ. Equal MECH. VENT.Mechanioal
A.H.U. Air Handling Unit EQUIP. Equipment Ventilation
ALUM, ALAluminum ESGAL. Escalator MEMB. Membrane
ANOD. Anodized EX. Exposed MFR Manufacturer
APPROX. Approximately EXH. Exhaust MGR Manager
ASB. Asbestos: EXIST. Existing MIN. Minimum
ASPH. Aspha It. EXP. Exposed MISC. Miscellaneous
ASST. Assistant EXT. Exterior MM. Millmeter(e)
BATT_ Battery F45 Food 4 Beverage M.C. Masonry Opening
BD. BoardFAA. Fan Coil Unit M.T. Metal Threshold
BLDG. Building FD: Fire Damper MTD. Mounted
ELK., BLKGEHocK Blocking R DRN. Floor Drain MTL. Metal
BM. Beam FN.C. Fire House Cabinet MULL. Mullion
BOT. Bottom FIN. Finish N.I.C. Not In Contract
i;R Brick FINFLRJ FFFinieh Floor NO. Number
CB,IRK Breaker FIXT. Fixture NOM. Nominal Dimension
51RNZ. Bronze FLR Floor N.TS. Not to Scale
BTW. Between GALV. Galvanized O.C. On Center
GEM. PLAS.Cement Plaster GL. Glass O.D. Outside Diameter
C.C. Center to Center GIRD. Ground OFCI Owner Furnished
CEM. Cement GYP.BDJG$fsypsum Board Contractor Installed
CERT. or GT.Cerdmic TOe H. High . OFF, Office
Cis. Corner Guard HDWR Hardware OPNG Opening
CH. Gelling. Height H.M. Hollow Metal
G.I. Cast Iron HORIZ Horizontal OPP.HD. Opposite Hand
CJ. control Joint H.PT. High Point PASS. Passenger
9 P.C. Pretest Concrete
GL Center Line HCT Hollow clay Tile PDWGS. Plumbing Drawings
CLG. Gelling HT. Height PL, Plate
CLR Clear H.V. High Voltage P.L. Property Line
CMU Concrete Masonry Unit H.W.H. Hot Water Heater PLAS. Plaster
COL. Column ID. Interior Design PLWD. plywood
COMP. Compressor IDIAJID.Inslde Diameter PNT. Paint
CONIC. Concrete ISUL Insulation POL. Polished
CONT. Continuous INT. Interior POL. Pailehed
CPT. Carpet JAN. / J. Janitor P.TD, Paper Towel Dispenser
DET. Detail JT. Joint P.V.C. PolyVlnyl Chloride
D.F. Drinking Fountain KIT. Kitchen PTD. Painted
CIA or DDlameter LAV. Lavatory(Washbasm) R. Riser
DIR Director L.G. Laundry or Linen Chute RA. Return Air
ON. Down L.P. Low Point RAO. or RRadlue
D.O. Door Opening LT. Light RC. RalnforceEA Concrete
D.O.N. Door Opening Height L.V. Low Voltage R.D. Roof Dr.ln
D.O.W. Door Opening Width M. Mater(s) REFL. Reflected
DR Door REFRIG. Refrloerator
RET. Retaining
RM. Room
RD. Rough Opening
ROIDP. Rain Water Drain Pipe
SCHED. Schedule
S. DWGS. Structural Drawings
SERV. service
SH. Shower
SHT. Sheet
SIM. Similar
SLID. Sliding
SND. Sanitary. Napkin Disposal
SN. DISP Sanitary
Napkin Dispenser
SOAP DISPSoap Dispenser
SP. Special
SPECS. Specifications
SPK Sprinkler
SQ. Square
S.S. Service Sink
SSTLJSTST. Stainless Steel
STL. Steel
STN. Stain
STOR Storage
STRUCT. Structural
SUSP. Suspended
T. Tread
T.O.C. Top of Curb
TELE. Telephone
TEMP. Tempered
TH. Threshold
THK. Thick
T-Ob. Top of Slab
T.P.H. Tollet Paper Holder
TRANS. Transformer
TRAN. Transom
TRZ. Terrazzo
TALI. Top of We It
TYP. Typical
UR Urina I
V.C.T. Vinyl Composition Tile
VERT. Vertical
VEST. Vestibule
V.T.R. Vent Thru Roof
W/ With
W.G. water Closet
WD. wood
U.I.O. Where Occurs
WP, Waterproof
W.RM. Wet Riser Main
IR'.,A 7ING LIST
ARCHITECTURE
CS-1 COVER SHEET
A-1 FLOOR PLAN, SCHEDULES AND DETAILS
A-2 CEILING PLAN AND DETAILS
MECHANICAL
M-1 MECHANICAL FLOOR PLAN
M-2 SCHEDULES AND DETAILS
E-1 RETAIL TENANT LIGHTING PLAN
E-2 RETAIL TENANT POWER t SYSTEMS PLAN
E-3 PANELS BOARDS AND ELECTRICAL RISER DIAGRAM
%CDC -Flan %
�,OJECT I
REVISIONS
~ O W
W
ai
O \ 1
� W
aL7.4 U
� w
'a
THE USE OF THESE PLANSAND 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
PREJU➢ICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVI➢ENCE. OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
N
N
c13
h0:3
.�con
(73
O
(^ct N
DRAWN BY SCALE
DMA AS SHOWN
CHECKED BY DATE
DRM 03.24.2000
M&A No.
99119
SHBET NUMBER
CS -I
I OF 9
INSIDE CLOUDED
AREA
GROSS
S SECTION NO. �
SHEET NO.
WALL
SECTION NO. I
A�
9360
REFERENCE NLIMEsER CG.S.IJ
GENERAL NOTES
ELEVATION NO.
SHEET NO.
— DOOR NO.
ROOM NO.
DOOR NO.
_ 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 G®des shall
mean the latest standard or code adopted and published.
2. The General Contractor shall be responsible for complying with all codes, ordlndklces 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 and maintoln complete
workman's compensation, builders risk insurance, and other necessary insurance as maw be
required. Proof of insurance shall be submitted to the Owner prior to commencement 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.
Cam. 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.
6. The Contractor shall verify all dimensions in the field. Discrepancies shall be reported to
the Architect prior to the commencement of the Work
9. 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 1s 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 of 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.
16. 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
ELECTRICAL NOTES
1. Establish a field liaison with the project supervisor prior to commencing work
2. All electrical work shall be per the National Electrical Code, the Southern Standard Building
Code, and/or any local codes.
3. Electrical contractors shall pay for all Fees, taxes and permits.
4. Wiring devices shall be U.L. listed specification gradoB. The electrical sub -contractor shall
be responsible for Full coordination of this Work with that of the General Contractor and the
other sub -contractors.
57he electrical sub -contractor shall be responsible for full coordination of this Work with that
of the General Contractor and the other sub -contractors.
ro. Provide Architect and/or engineer with as -built drawings.
PLUMBING NOTES
1. Installation shall be in accordance with local and state code requirements.
2. Plumbing contractor shall provide all required plumbing permits.
3. Do not scale for the exact fixtures, piping, equipment etc.
4. All work shall be coordinated with other trades to avoid interference with the progress of
construction.
LE.1(___3& ENE
RETAIL/ SCHOOL
�t
Port St. Lucl'(-,.,, F
INTERIOR BUILDOUT
NOTE: THESE PLANS ARE FOR AN INTERIOR COMPLETION OF
THIS SPACE DELINEATED ABOVE. REFER TO THE SHELL
PLANS FOR ADDITIONAL INFORMATION.
_OJECT TEAM
OWNER
PGA OF AMERICA
PORT ST. LUCIE, FL
ARCHITECT
IDAVID MILLER d ASSOCIATES
2090 PALM BEACH LAKES BLVD SUITE 205, LUEST PALM BEACH, FLORIDA 3340e
MEP ENGINEER
TEELE 4 ASSOCIATES
2103 CORPORATE DRIVE, BOYNTON BEACH, FL 33433
STRUCTURAL ENGINEER
THOMAS J. TWOMEY, P.E.
2031 EXCHANGE CT., SUITE A/5, WEST PALM BEACH, FL 3340cJ
ABBREVIATIONS
ABV. Above DW36. Drawings MACH. Machine
AC Air Conditioning EA Each MAS. Masonry
ACOUST. Acoustical F.J. Expansion Joint MAX. Maximum
A.C.T. Acoustical Calling Tile EL. Elevation M.C. Medicine Cabinet
ADMIN. Adminletrative ELEC. Electrical M.D.F. Main Dletrlbution Frame
ADRV. Area Dra In E.O.S. Edge of slab MECH. .Mechanical
AFF. Above Finlehed Floor EQ. Equal MECH. VENT.Mechanioal
A.H.U. Air Handling Unit EQUIP. Equipment Ventilation
ALUM, ALAluminum ESGAL. Escalator MEMB. Membrane
ANOD. Anodized EX. Exposed MFR Manufacturer
APPROX. Approximately EXH. Exhaust MGR Manager
ASB. Asbestos: EXIST. Existing MIN. Minimum
ASPH. Aspha It. EXP. Exposed MISC. Miscellaneous
ASST. Assistant EXT. Exterior MM. Millmeter(e)
BATT_ Battery F45 Food 4 Beverage M.C. Masonry Opening
BD. BoardFAA. Fan Coil Unit M.T. Metal Threshold
BLDG. Building FD: Fire Damper MTD. Mounted
ELK., BLKGEHocK Blocking R DRN. Floor Drain MTL. Metal
BM. Beam FN.C. Fire House Cabinet MULL. Mullion
BOT. Bottom FIN. Finish N.I.C. Not In Contract
i;R Brick FINFLRJ FFFinieh Floor NO. Number
CB,IRK Breaker FIXT. Fixture NOM. Nominal Dimension
51RNZ. Bronze FLR Floor N.TS. Not to Scale
BTW. Between GALV. Galvanized O.C. On Center
GEM. PLAS.Cement Plaster GL. Glass O.D. Outside Diameter
C.C. Center to Center GIRD. Ground OFCI Owner Furnished
CEM. Cement GYP.BDJG$fsypsum Board Contractor Installed
CERT. or GT.Cerdmic TOe H. High . OFF, Office
Cis. Corner Guard HDWR Hardware OPNG Opening
CH. Gelling. Height H.M. Hollow Metal
G.I. Cast Iron HORIZ Horizontal OPP.HD. Opposite Hand
CJ. control Joint H.PT. High Point PASS. Passenger
9 P.C. Pretest Concrete
GL Center Line HCT Hollow clay Tile PDWGS. Plumbing Drawings
CLG. Gelling HT. Height PL, Plate
CLR Clear H.V. High Voltage P.L. Property Line
CMU Concrete Masonry Unit H.W.H. Hot Water Heater PLAS. Plaster
COL. Column ID. Interior Design PLWD. plywood
COMP. Compressor IDIAJID.Inslde Diameter PNT. Paint
CONIC. Concrete ISUL Insulation POL. Polished
CONT. Continuous INT. Interior POL. Pailehed
CPT. Carpet JAN. / J. Janitor P.TD, Paper Towel Dispenser
DET. Detail JT. Joint P.V.C. PolyVlnyl Chloride
D.F. Drinking Fountain KIT. Kitchen PTD. Painted
CIA or DDlameter LAV. Lavatory(Washbasm) R. Riser
DIR Director L.G. Laundry or Linen Chute RA. Return Air
ON. Down L.P. Low Point RAO. or RRadlue
D.O. Door Opening LT. Light RC. RalnforceEA Concrete
D.O.N. Door Opening Height L.V. Low Voltage R.D. Roof Dr.ln
D.O.W. Door Opening Width M. Mater(s) REFL. Reflected
DR Door REFRIG. Refrloerator
RET. Retaining
RM. Room
RD. Rough Opening
ROIDP. Rain Water Drain Pipe
SCHED. Schedule
S. DWGS. Structural Drawings
SERV. service
SH. Shower
SHT. Sheet
SIM. Similar
SLID. Sliding
SND. Sanitary. Napkin Disposal
SN. DISP Sanitary
Napkin Dispenser
SOAP DISPSoap Dispenser
SP. Special
SPECS. Specifications
SPK Sprinkler
SQ. Square
S.S. Service Sink
SSTLJSTST. Stainless Steel
STL. Steel
STN. Stain
STOR Storage
STRUCT. Structural
SUSP. Suspended
T. Tread
T.O.C. Top of Curb
TELE. Telephone
TEMP. Tempered
TH. Threshold
THK. Thick
T-Ob. Top of Slab
T.P.H. Tollet Paper Holder
TRANS. Transformer
TRAN. Transom
TRZ. Terrazzo
TALI. Top of We It
TYP. Typical
UR Urina I
V.C.T. Vinyl Composition Tile
VERT. Vertical
VEST. Vestibule
V.T.R. Vent Thru Roof
W/ With
W.G. water Closet
WD. wood
U.I.O. Where Occurs
WP, Waterproof
W.RM. Wet Riser Main
IR'.,A 7ING LIST
ARCHITECTURE
CS-1 COVER SHEET
A-1 FLOOR PLAN, SCHEDULES AND DETAILS
A-2 CEILING PLAN AND DETAILS
MECHANICAL
M-1 MECHANICAL FLOOR PLAN
M-2 SCHEDULES AND DETAILS
E-1 RETAIL TENANT LIGHTING PLAN
E-2 RETAIL TENANT POWER t SYSTEMS PLAN
E-3 PANELS BOARDS AND ELECTRICAL RISER DIAGRAM
%CDC -Flan %
�,OJECT I
REVISIONS
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THE USE OF THESE PLANSAND 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
PREJU➢ICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVI➢ENCE. OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
N
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DRAWN BY SCALE
DMA AS SHOWN
CHECKED BY DATE
DRM 03.24.2000
M&A No.
99119
SHBET NUMBER
CS -I
I OF 9
RET. Retaining
RM. Room
RD. Rough Opening
ROIDP. Rain Water Drain Pipe
SCHED. Schedule
S. DWGS. Structural Drawings
SERV. service
SH. Shower
SHT. Sheet
SIM. Similar
SLID. Sliding
SND. Sanitary. Napkin Disposal
SN. DISP Sanitary
Napkin Dispenser
SOAP DISPSoap Dispenser
SP. Special
SPECS. Specifications
SPK Sprinkler
SQ. Square
S.S. Service Sink
SSTLJSTST. Stainless Steel
STL. Steel
STN. Stain
STOR Storage
STRUCT. Structural
SUSP. Suspended
T. Tread
T.O.C. Top of Curb
TELE. Telephone
TEMP. Tempered
TH. Threshold
THK. Thick
T-Ob. Top of Slab
T.P.H. Tollet Paper Holder
TRANS. Transformer
TRAN. Transom
TRZ. Terrazzo
TALI. Top of We It
TYP. Typical
UR Urina I
V.C.T. Vinyl Composition Tile
VERT. Vertical
VEST. Vestibule
V.T.R. Vent Thru Roof
W/ With
W.G. water Closet
WD. wood
U.I.O. Where Occurs
WP, Waterproof
W.RM. Wet Riser Main
IR'.,A 7ING LIST
ARCHITECTURE
CS-1 COVER SHEET
A-1 FLOOR PLAN, SCHEDULES AND DETAILS
A-2 CEILING PLAN AND DETAILS
MECHANICAL
M-1 MECHANICAL FLOOR PLAN
M-2 SCHEDULES AND DETAILS
E-1 RETAIL TENANT LIGHTING PLAN
E-2 RETAIL TENANT POWER t SYSTEMS PLAN
E-3 PANELS BOARDS AND ELECTRICAL RISER DIAGRAM
%CDC -Flan %
�,OJECT I
REVISIONS
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THE USE OF THESE PLANSAND 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
PREJU➢ICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVI➢ENCE. OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
N
N
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.�con
(73
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DRAWN BY SCALE
DMA AS SHOWN
CHECKED BY DATE
DRM 03.24.2000
M&A No.
99119
SHBET NUMBER
CS -I
I OF 9
THE USE OF THESE PLANSAND 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
PREJU➢ICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVI➢ENCE. OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
N
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DRAWN BY SCALE
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CHECKED BY DATE
DRM 03.24.2000
M&A No.
99119
SHBET NUMBER
CS -I
I OF 9
DRAWN BY SCALE
DMA AS SHOWN
CHECKED BY DATE
DRM 03.24.2000
M&A No.
99119
SHBET NUMBER
CS -I
I OF 9
24'-01/4'
O
0
41/2"
OFFICE
-2 101
I
12'-1 3/4' 41/2"
n'-91/4"
41/2'
10'-81/4'
22'-91/2"
C
N
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0
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d
DESK
F--- *;
I
I
4 1/2"
5'40" 4 1/2" I'-8''! 3/ 4'-2'
O v
'
1, L.41/2"
I T0 CLASSROOM GLASS
102 SCORING
103
COUNTER COUNTER
HALLWAY
104
16'-6' 41/2' 12'-1'
STO.
108
O
VESTIESUILE
109
5'-6'
O
4L0.
107 O
O
41/2" 7'-"I3/4"
B
41/V
JD
11'-13/4" 41/2' 2'-0'
N
41/2" m
r
22'-9
—
I
r
22'-10"
v
SALES
ROOM100
I a
I
SUPPORT
10
C
L—
VEST10I59 UILE
STORAGE
CLUfi
REPAIR
112
4 1/2" 4'-1 3/4" 4 1/2' b'--1 1/2"
,
m
11'-I3/4'
-
a
n COUNTER ®e SINK
�
— — — — — — — — — — — — `0
FULL SUI G
GOLF
105
I
C
II CLASS AREA
�106OO
`�
31'-13 1/2'
I I
�n
I
--_j
C
9
i
0
4 I "
a
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I
I
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I
i
FLOCS
PLAN
1/2" DRYWALL EA. SIDE
2X BLOCKING (SHIM A'
HOLLOW METAL DOOR
DOOR (SEE DOO'
VINYL TRANSITIOP
VINYL FLOORING
JER10fR FAfRTITION
5CALE:1 1/2 "=1' -0"
CARPET
SCALE:I/4" = I'-0"
DOOR SCHEDULE
NOTES
DOOR DATA
FINISH
FRAME DATA
FINISH
HARDWA
NUM SIZE
MATERIAL
TYPE
GLASS
NT
MATERIAL
TYPE
JAMB
HEA
exT
SET N0.
I 3'-0' x T'-m' x 13/8'
S.C. WOOF
-
PAINT
WD.
PAINT
2 3'-O' x T-0' x 1 38'
S.C. WOOD
PAINT
WD.
PAINT
3 BIFOLD"
S.C. WOOD
PAINT
-WD.
PAINT
4 3'-O' x T-0' x J 3/8'
WOOD/ GL
1/4' T
PANT
J.D.
PAINT
5 3'-0' x T-0' x 1 3/8.
WOOD/ GL
1/4' T
PANT
W.D.
PAINT
6 3'-0' x T-0' x 1 3/6'
WOOD/ GL
1/4' T
PANT
J.D.
PAINT
I 3'-O' x T-0' x 1 3/8'
WOOD/ GL
v4 T
PANT
WD.
PAINT
8 3'-0' x T-0' x 1 3/8'
S.C. WOOD
9 3'-O' x I'-O' x 1 3/8'
S.C. WOOD
10 3'-0' x T-0' x 1 3/8'
S.C. WOOD
ROOM FINISH SCHEDULE
NO.
ROOM NAME
FLOOR
BASE
N WALL
S WALL
E WALL
W WALL
CEILING
NOTES
100
SALES ROOM
CPT.
WD.
PAINT
PAINT
PAINT
PAINT
ACOUS.YILE
101
OFFICE
CPT.
VINYL
PAINT
PAINT
PAINT
PAINT '',
ACOUS. TILE
102
CLASS ROOM
CPT.
VINYL
PAINT
PAINT
PAINT
PAINT
ACOUS. TILE
103
CLASS SCORING
CPT.
WD.
PAINT
PAINT
PAINT
PAINT
ACOUS. TILE
104
CORRIDOR
CPT.
WD.
PAINT
PAINT
PAINT
PAINT
ACOUS. TILE
105
FULL SWING GOLF
NO FINISHES THIS AREA
106
GLASS AREA
CPT.
VINYL
PAINT
PAINT
PAINT
PAINT
METAL
101
CLOSET
CPT.
WD.
PAINT
PAINT
PAINT
PAINT ''
PAINT
108'
STORAGE
CPT.
WD.
PAINT
PAINT
PAINT
PAINT
PAINT
In
VESTIBULE
CPT.
WE
PAINT
PAINT
PAINT
PAINT
PAINT
110
SUPPORT
CPT.
VINYL
PAINT
PAINT
PAINT
PAINT
ACOUS. TILE
III
STORAGE
CPT.
WD.
PAINT
PAINT
PAINT
PAINT
PAINT
112
CLUB REPAIR
VINYL
WD.
PAINT
PAINT
PAINT
PAINT
PAINT
NEUJ WILNLL
SET CLOSURE IN
SEALANT
SHEET MEAL SCREW
EXISTINCx HELLION
ALUMINUI" I CLOSUfRE DETAI
5CALE:3' = I' -
M-.4
p W
U Z 6
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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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DM&A No.
99144
SHEET NUMBER
A-1
2 OF 9
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12 -m" I I -OIL
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AT 45' O.C. AND WITHIN
6' FROM END OF
CARRYING CHANNEL
1-1/2' CARRING CHANNELS
AT 48' O.C. AND WITHIN
6" FROM WALL PROVIDE
1" CLEAR AT ABUTTING WALLS
1/8' HAT CHANNEL AT 24' O.G.
AND WITHIN 6' FROM WALL
PROVIDE 1" CLEAR AT
ABUTTING WALLS
5/51 GYP. BD.
ND
D
G`'f=SUN BOARD Cl
LEGEND
2x4 LAY -IN FLUORESCENT 3-32w. T-8 LAMPS
TxT LAY -IN FLUORESCENT W/2-32w LAMPS
O RECESSED DOWNLIGHT. WHITE BAFFLE 26w.
PL FLUORESCENT
EMERGENCY LIGHT
eEXIT. LIGHT
DRYWALL CEILING
METAL CEILING
JB J-BOX
METAL RUNNER
ANCHOR TO STRUCTURE
3 5/8" METAL STUDS
AT I6O.G.
ATTACH TO MTL. RUNNER
SUSPENDED
ACOUSTICAL
CEILING
5/a" G'1'P. BD.
METAL CORNER
TYP.
ACOUSTIC CEILING 7
NSITION
SUSPENDED
ACOUSTICAL
CEILING
3 5/8" METAL STUDS
SUSPENDED FROM
STRUCTURE (24 ga.)
5/8" GYP. BD.
METAL CORNER —
TYP.
SEE PLAN FOR DIMENSION
3 5/8" METAL STUDS
SUSPENDED FROM
STRUCTURE (24 ga.)
REVISIONS
NOJI TITLEDATE
ISSUANCES
JDATEll TITLE
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THE USE IF THESE PLANS AND SPECIF-
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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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03.24.2000
M&A No.
991"
SHEET NUMBER
A-2
3 OF 9
MECHANICAL LEGEND:�
SYMBOL
DESCRIPTION
Imo.
NEW LAW PRESSURE RECTANGULAR DUCT
-10•f-
NEW DOUBLE SPIRAL INSULATED DUCT
UNITED MCGI'LL - UNI--RIB-K27
FTEMBLE DUCT
=.I
TNTST-IN COLLAR WITH DAMPER
®
SUPPLY AIR
RETURN AIR
®
THERMOSTAT f
TURNING VANPS
®
EXHAUST FAIR
J V.D.
VOLUME DAMPER
—� FAL
FlRE DAMPER
Da N( ENASSOCIATES
i��Y�
2103 CORPORATE ORIVr=
80YNTON BEACH, FLORIOA 33426 (561) 738-4747
7
MICHAN A. •fr P.E.
Eh�IPI��F;-GlF,.�G13Rf2
'fl
L 32096 = o
TE' -
REVISIONS
N0. TITLE DATE
1 GENERAL REVISION 3/14IMM
ISSUANCES
DATE TITLE
BID
PERMIT
CONSTRUCTION
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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 STIDCTLY PROHIBITED,
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHAIL
CONSTITUTE PRIMA FASO EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICUONS.
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SHEET NUMBER
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OF
C:' . ACAD\ PROD\ OTEIER\ PGA\ LC
REVISIONS 11
NO. TITLE I DATE
1 GENERAL REVISION13/14/0011
INTERMEDIATE -
DUCT SUPPORT
FLEXIBLE DUCT
MINIMUM RADIUS
1-1 2 R
CEILING FRAMING /
SUSPENSION SYSTEM
INSULATION ON
OF DIFFUSER
DUCT OR EXTENDED
PLENUM DUCT
TWIST IN COLLAR
W/DAMPER
E WRAP'.
TYPICAL)
/RT /
ACOUSTIC CEILING TILE J
DIFFUSE CARP
CEILING FRAMING -
SUSPENSION SYSTEM
PLENUM BOX
CEILING RETURN -
AIR LAY -IN GRILL
RIGID DUCT
ACOUSTICAL
TILE CEILING
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ROOFTOP UNIT- SEE SPECIFICATIONS
COUNTERFLASHING BY
MECHANICAL CONTRACTOR
CANT STRIP BY ROOFER
MOUNTING HEIGHT 18 INCHES
ROOFING BY ROOFER --A I
SPONGE RUBBER GASKET
ATTACH ROOF CURB TO A/C UNIT
-WITH (4)-#B 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. /
1 1/2" MINIMUM
12" MINIMUM
FLASHING WIT
WELDED CORNER /
SEAMS.
HEAVY-GUAGE
SHEET -METAL DUCT WITH
PITTSBURGH LOCK SEAM
1 1/2" STANDING,
SEAM RIVETED
OR BOLTED ON
12" CENTERS.
ROOF CURB
ROOD JACK DETAILS
N.T.S.
UNIT I MFGR. MODEL NUMBER CFM SP RPM AMPS ELECTRIC REQ.1 REMARKS
NO. VOLT PHASE
EF-1 GREENHECK - GB-130 1200 .375 ADJUST. 1/4H 120 1 1
EF-2 GREENHECK - GB-80 400 .125 ADJUST 1/4H 120 1 1 1 1
1. FURNISH WITH JLT30 SPEED CONTROLLER TO ELEC. CONTR. FOR INSTALLATION
2. NOT USED
3. NOT USED
4. NOT USED
5. NOT :USED
T,
i
# #
DESIG
IyF
t
2
P'
3
4
1
6
V'
A
i'
1
C
i
R
POWER SUPPLY
ROOFTOP A/C UNIT
HEATER ACCESS
PANEL
MANUAL/MOTORIZED
OUTSIDE AIR INTAKE
CONDENSATE DRAIN TO
NEAREST ROOF DRAIN
SUPPLY AIR DUCT - _
RETURN AIR DUCT
R0o 00 FTOo p A/C DETAL
N.T.S.
MFGR. MODEL NUMBER
SIZE
DIRECTION
CFM
TYPE
MNT. TYPE
FINISH
REMARKS
TiTUS - TMS
6"0
SEE PLAN
0-125
SUPPLY
TYPE II
WHITE
2424 MODULE
T1TUS - TMS
8"0
SEE PLAN
126-250
SUPPLY
TYPE #3
WHITE
24x24 MODULE
TITUS - TMS
1000
SEE PLAN
251-375
SUPPLY
TYPE f3
WHITE
2424 MODULE
TITUS - TMS
12"0
SEE PLAN
376-550
SUPPLY
TYPE #3
WHITE
24x24 MODULE
TITUS - 301RS
22x6
SEE PLAN
0-350
SUPPLY
---
WHITE
---
TITUS - 350 FL
16x16
SEE PLAN
0-300
EXHAUST
WHITE
---
4 U
TITUS - 350 RL
3Ox6
SEE PLAN
0-315
RETURN
WHITE
---
FOR DISTANCE, SEE SAMPLING TUBE
MANUFACTURER'S SPECS. NOTIFIER ST-
HORN/STROBE
/IREMOTE TEST AND
SMOKE DETECTOR
NFM (NOTIFIER DHX-502)
R WITH POWER SUPPLY
(NOTiFIER MPS-24A)
FURNISHED BY MECH
SHUT DOWN CONTACTOR CONTRACTOR.
OR RELAY (FURNISHED BY J H HORN/STROBE
THE MECH. CONTRACTOR.) (NOTIFIER MIZ)
120 V RT
REMOTE TEST
DEDICATED CIRCUIT (NOTIRER RTS-451)
BY ELECT. CONTRACTOR TO PANEL BY ELECT.
CONTRACTOR..
ALL LOW VOLTAGE WIRING & CONNECTIONS BY MECH. CONTRACTOR.
1.11111HSMOKE DETECTOO DETAIL
►ee
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 in
accordance with this section of the specifications and applicable drawings, and will be
subject to the terms and conditions of the contract.
2 SPECFICATK* S AND DRAY&M
A. The mechanical drawings indicate the general arrangement of the air conditioning and
heating system. These specifications and drawings shall supplement such 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. PERMTS 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.
S. ELECiiI:CAL
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 unite. The HVAC Contractor will furnish all materials, wire and connect
the them:ustat.
6. VIBRATION AND ISCLATM
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. NSTALLATION
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 suction lines shall be Insulated as follows: above ground with 1/2" "Armstrong
Armaflex 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 ceiling.
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 automatic 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 drawings. All supply registers are to be equipped with manual dampers.
F. Extractors and turning vanes shall be installed where indicated on the drawings In 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 addition[II filters for each size of filter used.
6. TESTM Pad) RALA CNO
A. Upon completion of work the HVAC Contractor shall use accurate meters, instruments of
type and size el? required to determine proper air flow and distributions. Confirm that all fuse
sizes cre ::T accordance to the motor nameplate data.
B. Air quant'es: Check each blower and diffuser as indicated on drawings for correct and
adequate difPislon. Outside air quantities to be checked and adjusted as required.
After s:acae have been brought up to design temperatures and equipment is functioning
properly, re -balance, if necessary, by means of calibrated thermometers placed in each
room and in or In spaces, not over 20' apart. Thermostats: No deviation in temperature of
more than 3 e�-_grees fahrenhelt throughout conditioned space. Contractor shall submit
complete " Ito report regarding balancing, in addition to various control settings for approval
of Architect.
C. The Contractor shall obtain the services of an Independent test and balance agency that
specializes in and whose business is limited to, testing and balancing of air conditioning
systems. The 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
balance engineer that has been issued this certification by the National Examining Board -
United States and Canada. All final reports shall be signed by this certified test and balance
engineer and shall include his official stamp.
D. Patch holes in insulation, ductwork, and housings, which have been cut or drilled for test
purposes.
E. Prepare reports of test result, including instrumentation calibration reports, In format
recommended by the applicable standards.
, ll _ p.,'
t
?NS tT?^�tfi.yYstt�'vezyi'
1011
4f
SYS.
MFGR. MODEL NUMBER
CONDITIONS
SUPPLY FAN
HEAT
COMPRESSOR
CONDENSER
ELECTRIC REQ.
DIMENSIONS
WEIGHT
SIZE
EDB
EWB
LDB
LWB
CFM/O.A.
H
KW
STEPS
NO.
AMPS
NO.
AMPS
VOLT
PHASE
NO.
H x W x D
LBS
TONS
1 A
CARRIER / 50HJ006
77
65
57.4
55.6
2200/400
2
12
1
1
1 17.3
1
1.5
208
3
74x45x34
465d3.
1B
CARRIER / 50H 6
77
65
57.4
55.6
200 180
2
12
1
1
17.3
1
1.5
208
3
74x45x34
465
2
CARRIER / 50HJOOB
76.9
64.7
54.1
52.9
2565/300
2
12
1
2
12.4
2
1.4
208
3
87x58x41
755
3
CA RIE 0 0
.7
6 .5
7.
55.5
0
1
1 .3
1
0.
g
3
x4
4
CARRIER / 50HJ006
78.6
66.5
57.8
56.4
2000/400
2
12
1 1
1
17.3
1
1.5
L2078
3
74x45x34
465
5.0
PROVIDE UNIT WITH SMOKE DETECTOR SUITABLE FOR CONNECTION TO BUILDING FIRE ALARM SYSTEM.
UNIT SEER 11.0
tea.
FRESH AIR CALC'S
PER
ASHRAE
62-1989
TABLE 2:
AHU-1A
20 CFM/PERSON
X
20
PEOPLE
= 400 CFM
AHU-1 B
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
1����NGEERASSOCIATES
2103 CORPORATE DRIVE
e®. 90YNTON BEACH, FLORIDA 33426 (561) 738-4747
MICHAEL_ A. TER LE, P.E.
ENGINEER OF RECORD
FI DRICA AFC18TGA i 117N
E. 32005
❑AT 11r L�
ISSUANCES
DATEEq1 TITLE
BID
PERMIT
CONSTRUCTION
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PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCnON, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIII
TITLE TO THE PLANS AND SPECIFICATIONS
REMADTS WITH THE ARCHITECT WITHOUT
PREIUDN:E. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FAME EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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SALES TRACK
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RETAIL TENAT
SCALE: 1 /8"=1'-0
LIGHTING PLAN
I ILL 119A1/n mvTI IBC ct�ucni II r,
GENERAL NOTES:
EXIT SIGNS, EGRESS FIXTURES, AND EMERGENCY BATTERY PACKS (TYPES'A;'E' &')C) SHALL BE CIRCUITED TO
UNSWITCHED GENERAL LIGHTING CIRCUIT (TYPICAL FOR ALL).
(� SEE SWITCH DETAIL FOR CONFIGURATION OF MULTI -GANG SWITCH PLATE IN RETAIL TENANT AREA.
TEELENGINEERS
E& ASSOCIATES
CONSULTING �m DRIVE
BOYNTON BEACH, FLORIDA 33426 (551) 738-4747
1
GENERAL REVISION
MICHAEL A. TELL E, P.E.
E,NGOEEI? OF RECORD
Li A Rt'I�TRATiON
�? E. 32006
o R72 3"
REVISIONS
NO. TITLE DATE
1 FIR. PLAN REV. 3/15/00
ISSUANCES
DATE TITLE
BED
PERMTT
CONSTRUCTION
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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 WRITIER CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED,
TITLE TO THE PUNS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PUNS AND SPECIFICATIONS SRAIL
CONSTITUTE PRIMA FASCIN EVIDENCE OF
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GENERAL NOTES:
O EXTEND EXISTING POWER AND TELEPHONE SERVICE CONDUITS TO PANEL LOCATIONS SHOWN.
Q FURNISH AND INSTALL 12OV. POWER TO SMOKE DETECTOR. COORDINATE WITH OTHER TRADES.
SEE DETAIL ON PLAN E-3.
Q3 FIELD VERIFY CONNECTION REQUIREMENTS FOR INSTANTANEOUS WATER HEATER, LOCATED
UNDER CABINET/SINK. FURNISH AND INSTALL RECEPTACLE/WHIP AS REQUIRED TO MAKE CONNECTION.
iEELE G&EFASSOCIA TES
2103 CORPORATE DRIVE
cam, BOYNTON BEACH, FLORIDA 33426 (551)738-4747
GENERAL REVISION
MICHAEL A. IFELE, P.E.
ENSIN En Cr fhCOHD
FLORIDA H-1]16 RATION
F.E. 32005
REVISIONS
N0. TITLE DATE
1 JIFLR. PLAN REV. 3/15/00
ISSUANC11 ES
DATE TITLE
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PREPARED AND PUBLICATION THEREOF IS
EUFMSLY LRHTED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
W IHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WTHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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•
L GENERAL SPECFiCATXM
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 engineer's 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.
I. GUARANTEE:
The contractor shall provide a guarantee against defective workmanship,
materials or equipment for a period of one year from the date of acceptance.
This guarantee shall include all costs encountered in the replacing of
defective work or materials. The contractor shall convey to the owner any
additional guaranties or warranties provided by the manufacturer of an
individual item, equipment or material.
2. RACEWAY
A. EMT:
May be used for all branch circuit wiring In areas above grade and within the
the building. All EMT shall be galvanized. All EMT fittings shall be steel with
set screws.
B. PVC:
Shall be schedule 40 high impact, UL approved, and shall be installed
underground or in the slab.
C. RIGID CONDUIT:
Shall be used for all exterior installation where mechanical damage is
possible.
3 WRE 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 throughout. Same color shall L<, used for
branch circuit wiring of a given phase. Grounded conductors No 4 AWG and larger
may be Black, But shall be identified with colored tape in juncticn boxes, pull
boxes, panels and service equipment.
(a) 120/240V or 120/208V systems
(1 Three wire circuits - one black, one red and one white
2) Four wire circuits - one black, one red, one whl*,.e, one blue.
(b) 277/480V systems -one brown, one orange, one yefow, one gray
c Continuity of neutrals of multi -wired branch circuits ahall not be
made on terminals of any device. This will assure no opening of
neutral in replacement of device.
C. SPLICES:
4a #10 and below - Scotchlok or equal
lb�#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 wi-es.
B. FLOOR BOXES:
To be Carlon E971FB with E97ABR adapter for cast Bronze cover plates as
manufactured by Steel City.
5 WFIIVr3 DEVICES
A. MOUNTING HEIGHTS:
(a)Swltches 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 Ycitage
dimmers shall be Nova Series, load coordinated as required.
6. DISCONNECT SWITChqES
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. PANEL.BOARD, LOADMINTER
A. Loadcenters 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.
8 LK*ITiJCCi FIXTURES
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. DENTiRCATION
A. Tag all conductors and identify major conduits in or at wlreways, 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 -LIP
A. On completion of work, remove all excess material, equipment and debris.
Leave workspace in clean condition.
FOR DISTANCE, SEE
MANUFACTURER'S SPECS.
SHUT DOWN CONTACTOR
OR RELAY (FURNISHED BY
THE MECH. CONTRACTOR.)
SAMPLING TUBE
NOTiFIER ST-
-HORN/STROBE
EMOTE TEST AND
SMOKE DETECTOR
�—(NOTIFIER DHX-502)
WITH POWER SUPPLY
(NOTIFIER MPS-24A)
FURNISHED BY MECH
CONTRACTOR.
HORN/STROBE
(NOTIRER MIZ)
yam, 120 V RT
/ REMOTE TEST
DEDICATED CIRCUIT (NOTIFiER RTS-451)
BY ELECT. CONTRACTOR TO PANEL BY ELECT.
CONTRACTOR..
ALL LOW VOLTAGE WIRING + CONNE DONS BY MECH. CONTRACTOR.
AMU SMOKE D TECTAO,I DETAIL
®® N.T.S.
SYMBOL
DESCRIPTION
5
SINGLE POLE SWITCH - 20A/12OV.
55
3 - WAY SWITCH - 20A/12OV.
5•
4 - WAY SNATCH - 20A/120V
DOOR JAMB SNATCH FOR CLOSET LIGHTS
®
DIMMER SWITCH
103
3 - WAY DIMMER SWITCH
4
HALF -SWITCHED DUPLEX RECEPTACLE - 20A/125V
DUPLEX RECEPTACLE 0 42" A.F.F. - 20A/125V
6
DUPLEX RECEPTACLE - 20A/125V
d)
DUPLEX RECEPTACLE - 2OA/125V
QUADRAPLEX RECEPTACLE - 20A/125V
�},
DUPLEX RECEPTACLE - 2OA/125V
` G,
ISOLATED GROUND.
DUPLEX RECEPTACLE - 20A/125V
""GT1
GROUND FAULT INTERRUPTER.
dwr.
OUTLET - WEATHERPROOF.
®
POWER OUTLET - VOLTAGE & SIZE AS NOTED.
FLOORBOX WITH DUPLEX RECEPTACLE 20A/125V.
Q1
DISCONNECT, VOLTAGE & SIZE AS NOTED.
JUNCTION BOX 4% WITH BLANK COVER.
W
TELEPHONE OUTLET -WALL MOUNTED. EACH OUTLET
TO HAVE 3/4"C W/PULL STRING ROUTED BACK
TO TELEPHONE BOARD.
T FAX
FAX OUTLET -WALL MOUNTED. EACH OUTLET
TO HAVE 3 4"C W/PULL STRING ROUTED BACK
TO TELEPHONE BOARD.
r:;a
PANEL, SIZE & VOLTAGE - SEE PANEL SCHEDULE.
TPLEVI$ION 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 NOTES
O1
EXISTING ELECTRICAL SERVICE FNTRANCE AND DI51RIBURON.
FIELD VERIFY LOCATION AND RATINGS OF' EX15T1NG EQUIPMENT.
OZ
EXI5T7NG 200A. 3 PHASE FP+L APPROVED METER CAN.
O3
EXI5TNG 200A/3F/Nl SAFETY 5W1TCH NiTH 2O0A CLA55
RK5 FU5E5. SQ. D #H324N W11H BU550AN KTNR-200 FUSE
®
2• CONDUT EYIRf C4J-3/0 TVIN CU. CONDt.CTOR5.
O
PANEL T3' - SEE PANEL SCHEDLLE FOR ADDITIONAL
REQUREMENT5.
©
2- CONDUT TO RETAIL 5PAGE 5EE SHEET E2 FOR POINT
OF TERi• 170N.
O7
EXTEND EX16ma FEEDER CON10T TO PANEL LOCATION.
FUZM5H AND INSTALL FEEDER CONDUCTORS A5 SPE07D
BRANf�
fh�i�%
iy
yy P
y
Ni
a
BUS APES
DESCRIPTION
I
BREAKER
C&
NM-
BREAKER
DESCRPTION
BUS AW
A
15 1
G
TRIP
1POLE
TRP
A
10
1 G
SO
LIGHTS - OFFICES. CORR.
20
1
1
2
1
20
RECEPTACLES- OFFICE
6
13
TRACK LTG. - TRAINING
20
1
3
4
1
20
RECEPTACLES-ACONT
8
SO
TRACK LTG. - SALES AREA
20
1
5
6
1
20
_
REGErrAurs
11
8
TRACK LTG. - SALES AREA
20
1
7
8
1
20
_CLA55RN.
RECErmars- TELEBOARD
2
SO
TRACK LTG. - SALES AREA
20
1
q
SO
1
20
1 RECEPTACLES— TRAINING
8
q
GEN. L'rG. - SALES AREA
20
1
11
12
1
20
RECEPTACLES— CN`rIGE
6
q
DOWiR.IC,t1TS - SALES AREA
20
1
13
14
1
20
RirormamE TRAINING
6
8
LIGHTS - OFFICES
20
1
15
16
1
20
RECEPTACLES-- CLUB RPR.
6
3
RECEPTACLES - 54.L.FS
20
1
17
18
1
20
RECErrACLE- OFFICE
5
3
RECEPTACLES - ROOF
2O
1
1q
20
1
20
RECEPTACLES
3
-
SPARE
20
1
21122
1
1
1 20
_REGISTERS
1 REGErrAGLE5 - SALES
6
16
INST. WATER HEATER
20
2
23
24
1
20
I REGEPfACL2'S -SALES
6
16
25
26
1
20
SPARE w
-
-
SPARE
20
1
27
28
1
20
SPARE s--
-
-
SPARE
e:U
i
Zq
30
1
20
SPARE
-
41
RTU-2
COO
3
31
32
3
30
I
RTU-3
22
41
33
34
22
41
35
36
22
SPACE
37
38
SPACE
3q
40
41
42
TOTAL AMPS BIDS A 126 BUS B 175 BUS C 12q GROUND BUS 15 REQUIRED
CONNECTED KVA 45.1 KEYED DOOR LATCH 15 NOT REQUIRED
NTERUPTNG RATING 10.000 N15 SYN. FEED TO BE BOTTOM
ELECTRIC LOAD CALCULATION
RETAIL 5ALE5 AREA
AREA - 3.420 60. FT --
GENERAL LIGHTNG a 3 W/SQ.FT.
RECEPTACLES • 1 W/5Q.FT
AYST. WATT R ! "ZATER
XOTOTAL
LARGEST OF 1T FOLLOWING
A/G C18kW A 125XC)
NEAT C22.6kW •
T. °7AIL
Tr E A11PtA'E5
SERVICE PROVIDED - 2CO Air, ERES
5ERNCE VOLTAGE - I20./208. 3 PHASE. 4 WIRE
0
NOT TO SCALE
LINE
NEUTRAL
10.260
10.260
3.420
3.420
3.
--42
16.980
13.680
22.608
39.588 13.680
110.0 38
Da 1�6�NG ERASSOCIATES
2103 CORPORATE DRIVE
Oom BOYNTON BEACH, FLORIDA 33426 (551) 738-4747
1
GENERAL REVISION
MICHAEL A. TFELE, P.E.
EN 4.NIrs=q, OF RECORD
Fi I30bk _RFGI,KPATUN
°'. Fk:32f4C6
a � ,
DATE" �Q{�
REVISIONS
NO. TITLE 11 DATE
i 11 FLR. PLAN REV. 3/15/00
11 ISSUANCES
DATE I I TITLE
I It CONSTRUCTION I
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PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LBUTED TO SUCH USE.
REPRODUCTION, PUBUCA71ON 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 IBM RESTRICTIONS.
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REVISION11,000
NO. TITLE 1 G0* AL REMSION
ISSUANCES
DATE TITLE
BID
PERMIT
CONSTRUCTION
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ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
E(PRESSLY LIMITED TO SUCH USE.
REPRODUC[ON, PUBLICATION OR RE -USE
BY ANY METHOD, RI WHOLE OR IN PART,
WITHOUT EAPRESS 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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SHEET NUMBER
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