HomeMy WebLinkAboutBUILDING PLAN MAIN BUILDING PAGE 1-151 91
ISSUED FOR:
INDEX OF DRAWINGS:
FT. PIERCE, FLORIDA
(MAIN BUILDING)
Conve & AVIS Inc.
10691 North
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Suite 303B
Miami,
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33176-USA
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PERMIT SET ARCHITECTURAL DRAWINGS: STRUCTURAL_ -DRAWINGS: -M.E.P. DRAWINGS:
CONSTRUCTION DOCUMENTS
DATE: A-0.0 COVER S-1.01a KEY PLAN M-1.01a GROUND FLOOR MECHANICAL PLAN
A-0.01 LOCATION MAP & GENERAL NOTES & SYMBOLS S-1.02a FOUNDATION PLAN M-1.02a SECOND FLOOR MECHANICAL PLAN
I (Steel Building, wall footings) M-1. 1 Oa ENLARGED MECHANICAL FLOOR PLAN
APRIL 11 1 2008 A-1.00 GENERAL SITE PLAN
A-1.00a SITE PLAN S-1.03.1 a FOUNDATION PLAN M-2.01 a MECHANICAL SCHEDULES
A-1.01 GROUND FLOOR PLAN (interior pads, pedestals, equipment base) M-2-02a MECHANICAL DETAILS
S-1.03.2a FOUNDATION PLAN M-2.03a MECHANICAL SCHEDULES
OWNER: A-1.03 SECOND FLOOR�PLAN
ALLIED NEW TECHNOLOGIES, LLC804 A-1.04 ROOF PLAN I (equipment pads)
3901 NW 11 5th AVENUE A-1.05 PEDESTRIAN BRIDGE & EQUIPMENT PLAN S-1.04a FOUDATION ELEVATIONS (Levels) E-1.00a ELECTRICAL SITE PLAN
Doral, Florida 33178 A-1.10 ENLARGED FLOOR PLANS S-1.05a DETAILS, SECTIONS & SCHEDULES E-1.01a SITE LIGHTING PLAN
T. 305.888.2623 S-1.06a DETAILS E-1.02a GROUND FLOOR LIGHTING PLAN
F. 305.883.1135 A-1.20 REFLECTED CEILING PLANS S-1.07a BRIDGE E-1.03a SECOND FLOOR LIGHTING PLAN
1
CONSULTANTS: A-1.30 FIRST FLOOR LIFE SAFETY PLAN E-1.04a GROUND FLOOR POWER PLAN
A-1.31 SECOND FLOOR, LIFE SAFETY PLAN S-1.08a SECOND FLOOR PLAN E-1.05a SECOND FLOOR POWER PLAN
A-2.01 SOUTH & EAST ELEVATIONS S-1.09a SECTION
DoNoB A-2.02 NORTH & WEST ELEVATIONS S-1.10a SECTION E-1.06a ENLARGED LIGHTING FLOOR PLANS
- E-1.07a ENLARGED POWER FLOOR PLANS
Design Group, LLC A-3.01 BUILDING SECTIONS E-2.01 a ELECTRICAL SCHEDULES
5835 Blue Lagoon Dr. Suite 200 A-3.02 SECTIONS E-2.02a ELECTRICAL RISER DIAGRAM
Miami, Florida 33126 A-4.01 STAIR PLANS & ELEVATIONS
Tel. 786.275.8480 E-2.03a ELECTRICAL NOTES & DETAILS
Fax 786.275.8474 A-4.02 PEDESTRIAN BRIDGE SECTION & DETAILS
www.dnbdesigngroup.com
imm Consulting Engineers, PE A-5-01 DOOR & WINDOWS DETAILS
P-1.01a GROUND FLOOR PLUMBING PLAN
12651 South Dixie Highway Suite 209 A-5.02 STAIR DETAILS
C-i 2=2 N 4�A& Vk!
!A -e ,
Pinecrest, Florida 33156 A-5.03 MISC. DETAILS P-1 .02a SECOND FLOOR PLUMBING PLAN
4
T. 305.255.1621 P-1. 1 Oa ENLARGED PLUMBING FLOOR PLANS
F. 305.255.1732 A-6.01 SCHEDULES (ROOM/ DOOR/ WINDOW) `J
SNS�_9_ AS
-2. 01 a PLUMBNG ISOMETRICS
Adolfo J. Gonzalez, P.E. A-6.02 WALL TYPES SCHEDULE,1.3 P TAI LS
P-2.02a PLUMBING NOTEQ & DE
STATE OF FLORIDA STRUCTURAL ENGINEER No. 5B620
2050 Coral Way. Suite 400 Mianni, Florida 33145
Phone: (305) 856-8935 Fax� (305) 856-8936
GENERAL NOTES:
1. GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR
ALL DIMENSIONS AND JOB SITE CONDITIONS RELATED TO THIS
WORK. ANY DISCREPANCY IN DIMENSIONS OR SPECIAL MODI-
FICATIONS REQUIRED DUE TO FIELD CONDITIONS SHALL BE
REPORTED IN WRITING TO THE ARCHITECT FOR CLARIFICATION,
OR APPROVAL OR MODIFICATION BEFORE COMMENCING WORK.
THE RESPONSIBILITY FOR ANY CHANGES MADE ON THE FIELD
WITHOUT PRIOR NOTIFICATIONS TO THE ARCHITECT, SHALL
REST WITH THE CONTRACTOR OR ANY OTHER PERSON APPROVING
SUCH A CHANGE.
2. THE A.I.A. GENERAL CONDITIONS, THE SUPPLEMENTAL GENERAL
CONDITIONS AND GENERAL REQUIREMENTS AS AMENDED BY OWNER
SHALL BE CONSIDERED AN INCLUSIVE PART OF THESE SPECIFICATIONS
AND OR DRAWINGS. ALL SUBCONTRACTORS AS WELL AS
THE GENERAL CONTRACTOR SHALL BE GOVERNED BY ALL APPLICABLE
SECTIONS OF THESE DOCUMENTS WITH REFERENCE TO
THEIR RESPECTIVE AREA OF WORK. IT SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ADVISE AND INFORM
HIS SUBCONTRACTORS AND SUPPLIERS OF ALL OF THESE REQUIREMENTS,
3. THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL MAJOR
SUPPLIERS SHALL SUBMIT TO THE OWNER WITHIN 30 DAYS AFTER
COMPLETION ALL "RELEASE OF LIENS" FOR ALL WORK PERFORMED
PRIOR TO FINAL PAYMENT. PARTIAL LIEN WAIVERS TO BE SUBMITTED
WITH MONTHLY REQUISITION.
4. IN THE EVENT THAT DISCREPANCIES OR AMBIGUITIES AND/OR OMISSIONS
FROM THE SPECIFICATIONS OR DRAWIGS ARE FOUND, OR SHOULD THERE
BE DOUBT AS TO THEIR MEANING, THE ARCHITECT SHALL BE NOTIFIED IN
ORDER TO PROVIDE A WRITTEN CLARIFICATION.
5. ALL DIMENSIONS SHALL BE CONSIDERED "NOMINAL" UNLESS
NOTED OTHERWISE. NOTED DIMENSIONS SHALL HAVE PREFERENCE
OVER SCALED DRAWINGS, DIMENSIONS ON LARGE SCALE
DRAWINGS OR DETAILS WILL PREVAIL OVER SMALLER SCALED
DRAWINGS.
6. ALL WORK SHALL BE IN COMPLIANCE WITH THE FBC
(FLORIDA BUILDING CODE LATEST EDITION AND AMENDMENTS) AND ALL
APPLICABLE STATE, LOCAL REGULATIONS AND ORDINANCES
HAVING JURISDICTION OVER THE PROJECT.
7. ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP
DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO
FABRICATIONS,
SHOP DRAWINGS SHALL BE SUBMITTED WITH ALL OF THE FOLLOWING:
A. EXTERIOR WINDOWS, DOORS, GARAGE DOORS, EXIT
DOORS, SKYLIGHTS, AND GLASS BLOCK:
1. APPLICATION WITH PROCESS NUMBER AND REFERENCE
TO MASTER PERMIT.
2. PLANS AND ELEVATIONS SHOWING SIZE AND LOCATION
OF DOORS AND WINDOWS OR GLASS BLOCKS AND INDICATING
MAIN ROOF HEIGHT AND THE DESIGN WIND PRESSURES.
3. PRODUCT APPROVAL INDICATING DESIGN WIND
PRESSURES (IF THE DESIGN WIND PRESSURE AS TESTED
IS LESS THAN THE REQUIRED WIND PRESSURE, A COMPARATIVE
ANALYSIS MAY BE REQUIRED FOR THE SPECIFIC SIZE USED).
B, STORM PANELSISH UTTERS:
1. APPLICATION WITH PROCESS NUMBER.
2. PLANS AND ELEVATIONS SHOWING NUMBER AND LOCATION
OF STORM PANELS OR SHUTTERS AND INDICATING MEAN ROOF
HEIGHT.
3. PRODUCT APPROVAL INDICATING DESIGN WIND PRESSURES.
4. AUTHORIZATION LETTER FROM THE MANUFACTURER TO
CONTRACTOR OR OWNER/BUILDER FOR THE SPECIFIC
ADDIRESS(ES),
8. WOOD: ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE
SHALL BE PRESSURE TREATED, LUMBER SHALL BE SOUTHERN
PINE OR DOUGLAS FIR, GRADE #2, U.O.N.
9. AIR CONDITIONING: SHALL BE ENGINEERED BY AN APPROVED
CONTRACTOR AND SHALL COORDINATE SIZE AND LOCATION OF
ALL AIR CONDITIONING, VENTILATION EQUIPMENT AND DUCT
WORK PRIOR TO CONSTRUCTION.
10. ALL COLORS AND PATTERNS OF FINISHES AND OTHER MATERIALS
OF DESIGN SHALL BE APPROVED OR SELECTED BY THE OWNER/
ARCHITECT,
11. THE MECHANICAL AND ELECTRICAL CONTRACTOR SHALL FULLY
COORDINATED ALL EQUIPMENTWITH THE OTHER TRADES. THESE
CONTRACTORS SHALL BE RESPONSIBLE FOR THE FINAL HOOK-UP
OF ALL EQUIPMENT NOT FURNISHED BY THEM, BUT REQUIRING
THE SAME FOR FINAL COMPLETION,
12. ALL OF THE GENERAL CONTRACTOR'S EQUIPMENT SCAFFOLDING
HOISTS, ETC., SHALL BE AVAILABLE TO THE OWNER/ARCHITECT
AND HIS STAFF FOR INSPECTION OF ANY AND ALL WORK DURING
NORMAL WORKING HOURS.
13. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DELIVERY
POINTS, HOISTS LOCATIONS, ACCESS TO AND FROM THE SITE
OF THE BUILDING AND UTILITY SERVICES WITH CONTRACTING
OFFICER OF HIS AUTHORIZED REPRESENTATIVE,
14. BID TO INCLUDE ALL NECESSARY AND REQUIRE PERMITS,
LICENSES, FEE'S AND INSURANCE - EVIDENCE OF WHICH MUST
BE SUBMITTED TO OWNER PRIOR TO ANY CONSTRUCTION.
15. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR DAILY TRASH
REMOVAL AND PICK-UP,
16, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUB-
CONTRACTORS WORKING AT JOB SITE AND FOR ALL
COORDINATION OF WORK. THE MECHANICAL, PLUMBING AND
ELECTRICAL CONTRACTOR SHALL FULLY COORDINATE ALL
EQUIPMENT WITH THE OTHER TRADES. THESE CONTRACTORS
SHALL BE RESPONSIBLE FOR FINAL HOOK-UP OF ALL EQUIPMENT
NOT FURNISHED BY THEM BUT REQUIRING THE SAME FOR FINAL
COMPLETION.
17. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR SECURITY OF
ALL MATERIALS AT JOB SITE UNTIL FINAL ACCEPTANCE OF
WORK BY OWNER.
18. CARPET & OTHER FLOORING: TO BE SELECTED BY OWNER/ARCHITECT
AND FURNISHED AND INSTALLED BY GENERAL CONTRACTOR.
19, PAINTING: PAINT MANUFACTURER TO BE SELECTED BY OWNER.
(1) INTERIOR: (SELECTED BY OWNERMINITERIOR
DESIGNER).
DRYWALL SURFACES: 1 COAT PRIMER -SEALER, 2
COATS FINISH LATEX.
WOOD SURFACES: I COAT PRIMER, 2 COATS ENAMEL, OR STAINED
AND SEALED, SEE FINISH SCHEDULES.
(2) APPLY ASPER MANUFACTURERS
RECOMMENDATIONS.
20. GENERAL CONTRACTOR SHALL PROVIDE ALL OF THE REQUIRED
METAL FRAMING, WOOD BLOCKING AND PLYWOOD BACKING
NECESSARY, BETWEEN CONCRETE SLAB, CONCRETE BLOCK
OR METAL PARTITIONS FOR THE SUPPORT OF ALL EQUIPMENT,
SUSPENDED LIGHT FIXTURES, DEMISING WALLS, LIGHT
TRACTS, VALANCES, PLUMBING, (FIXTURES AND ACCESSORIES
FOR EXACT LOCATION COORDINATE WITH OWNER/ARCHITECT),
21, ANY SUBCONTRACTOR CUTTING INTO WORK ALREADY COMPLETED,
CUTTING CHASES AND TRENCHES FOR THE INTRODUCTION OF HIS
WORK AND EQUIPMENT IN THE BUILDING SHALL DO OR PAY FOR
ALL BACK FILLING, REPARATION OF WALLS, FLOOR, ETC.,
DAMAGE BY SUCH A COMPANY. ALL REPAIRS SHALL MATCH
EXISTING SURFACES.
22. CAULKING AND SEALANTS: INSTALLED SHALL BE GUARANTEED
WATER TIGHT. EXTERIOR METAL WORK, INCLUDING WINDOWS
AND DOOR FRAMES AND ALL JUNCTIONS BETWEEN MASONRY,
CONCRETE AND METAL SHALL BE SEALED WITH NEOPRENE OR
POLYURETHANE FILLER AND APPROVED SEALANT COMPOUNDS.
A. INTERIOR WORK: SONNEBORININ, INC.
"KAULKIT" OR APPROVED EQUIVALENT.
B. EXTERIOR WORK: POLYSULFIDE BASE SEALANT
(ONE PART) COMPOUND "THIOKOL CHEMICAL CORP."
OR APPROVED EQUIVALENT.
C. APPLY ASPER MANUFACTUREIR'S
RECOMMENDATIONS.
23. INTERIOR FINISHES AND CABINETRY: SEE FINISH SCHEDULES,
INTERIOR DRAWINGS AND SPECIFICATIONS. INTERIOR
FINISHES AND CABINETRY TO BE SELECTED BY
OWNER/AIRCHITECT AND FURNISHED AND INSTALLED BY GENERAL
CONTRACTOR.
24. GENERAL CONTRACTOR SHALL PROTECT EXISTING FACILITIES,
STRUCTURES AND UTILITY MUST BE VERIFIED AS TO EXACT
LOCATIONS SO AS NO INTERFERENCE BY DISRUPTION WILL BE
CAUSED. DAMAGE THAT MAY BE CAUSED BY GENERAL
CONTRACTOR OR SUB -CONTRACTOR TO ANY OF THE ABOVE
MENTIONED SHALL BE REPAIRED BY HIM AND LEFT IN AS GOOD
A CONDITION AS EXISTED PRIOR TO DAMAGING.
25. GYPSUM WALLBOARD: MANUFACTURED BY UNITED STATES GYPSUM
COMPANY, USG INTERIORS, GEORGIA PACIFIC BEST WALL,
NATIONAL GYPSUM COMPANY OR APPROVED EQUIVALENT,
A. 1/2" OR 5/8" THICK X 48" WIDE BY HEIGHT REQUIRED
APPLIED VERTICALLY ON FURRING STRIPS AT INSIDE OF
EXTERIOR MASONRY WALLS AND AT CEILING AS INDICATED.
B. GYPSUM BOARD PARTITIONS SHALL BE ERECTED AS SHOWN
ON THE PLANS OR CALLED FOR IN THE PARTITION SCHEDULE.
ALL JOINTS SHALL BE LOCATED SO THAT PANELS OPPOSITE
ONE ANOTHER SHALL FALL ON ALTERNATE STUDS. ALL JOINTS
SHALL BE TAPED, SPACKLED AND FINISHED SMOOTH.
C. ALL GYPSUM BOARD CONSTRUCTION SHALL BE ERECTED PLUMB,
LEVEL, SQUARE, STRAIGHT AND SECURELY INSTALLED WITH
ALL SEAMS TO BE VERTICAL, ALL JOINTS ON EXPOSED SURFACES
SHALL BE FLUSH, TIGHT, AND NEATLY CUT AND CLOSELY FIT
AT OPENINGS FOR THE WORK OF OTHER TRADES AND AT
INITERSECTIONS OF GYPSUM BOARD AND OTHER MATERIALS.
D. CORNER BEADS SHALL BE USED AT ALL EXPOSED GYPSUM
BOARD CORNERS AND ENDS.
E. ALL RESTROOMS SHALL HAVE MOISTURE RESISTANT
GYPSUM WALLBOARD.
F. APPLY ASPER MANUFACTURIER'S RECOMMENDATIONS.
26. PROVIDE GALVANIC INSULATION BETWEEN ALL DISSIMILAR METALS
27. ALL NEW CONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION
SHALL BLEND TO MEET THE EXISTING CONDITIONS, AND THERE
SHALL NOT BE ANY ABRUPT CHANGES IN SURFACES OR
UNFINISHED SURFACES.
28. ALL SHELVING AS SELECTED BY OWNER/ARCHITECT, FURNISHED
AND INSTALLED BY THE GENERAL CONTRACTOR.
29. GENERAL CONTRACTOR TO VERIFY SIZE OF ALL DOOR OPENINGS
AND EXACT DOOR SWING AS PER FLOOR PLAN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES ARE FOUND BEFORE
ORDERING DOORS AND/OR FRAMES.
30. THE FLORIDA ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION (OCTOBER 1997 EDITION) AND LATEST
AMMENDMENTS. DEPARTMENT OF COMMUNITY AFFAIRS, FLORIDA
BOARD OF BUILDING CODES AND STANDARDS, AND ANSI A117.1
- 1986 AMERICAN NATIONAL STANDARD ACCESSIBILITY GUIDELINES
SHALL BECOME PART OF THESE DRAWINGS AND SPECIFICATIONS,
31. ALL METAL INTERIOR PARTITIONS SHALL BE 25 GAUGE
GALVANIZED METAL STUDS MINIMUM EXCEPT THAT STEEL STUDS
SUPPORTING HANGING ITEMS (FIXTURES, CABINETS, GRAB BARS,
MONITORS OR EQUIPMENTS) SHALL BE 20 GAUGE GALVANIZED
METAL STEEL STUDS AT 16" O.C. MAX. AND IN COMPLIANCE
WITH F.B.C. SECTION 2510.5.1 (c)
32. AT THE TIME OF CONSTRUCTION, A LICENSED ARCHITECT OR
PROFESSIONAL ENGINEER SHALL SUBMIT TO THE BUILDING
OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO
THOSE UPON WHICH THE DESIGNED IS BASED IN COMPLIANCE
WITH SECTION 2403.1 (d) OF THE S.F.B.C.
33. EXACT LOCATION OF ALL UNDERGROUND UTILITIES M LIST BE
VERIFIED PRIOR TO CONSTRUCTION SO THAT NO INTERFERENCE
BY DISRUPTION WILL BE CAUSED.
34. NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE
SPECIFIC MANUFACTURERS ARE INDICATED, UNLESS APPROVED
BY THE CWNER/ARCHITECT, WHERE APPROVED EQUAL IS USED,
IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE
JUDGEMENT AND APPROVAL OF THE ARCHITECT, AND REQUESTS
FOR SUBSTITUTIONS SHALL BE MADE IN WRITING PRIOR TO
ORDERING MATERIALS OR COMMENCING WORK. SUCH REQUESTS
SHALL INCLUDE THE DATE, SCOPE OF WORK, ANY ADDITIONAL
COSTS TO THE OWNER, AND ANY ANTICIPATED DELAYS CAUSED
BY SUCH CHANGES,
35. NO EXTRA WORK OR CHANGE SHALL BE MADE UNLESS A WRITTEN
CHANGE ORDER IS SUBMITTED AND SIGNED BY THE OWNER AND
ARCHITECT, THE ORDER SHALL STATE THAT THE OWNER HAS
AUTHORIZED THE EXTRA WORK OR CHANGE, AND NO CLAIM FOR
AN ADDITIONAL SUM SHALL BE VALID UNLESS SO OFFERED AS
DESCRIBED ABOVE,
36. PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE
SEALED WITH A MATERIAL ACCEPTABLE OF PREVENTING THE
PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE
REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE
STOPS ASTM E-814/UL 1479.
INSTALLATION SHALL BE OF GOOD WORKMANSHIP AND AS PER
MANUFACTUREIR'S RECOMMENDATIONS.
37. UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS
FASTENERS, HARDWARE AND ACCESSORIES AS
REQUIRED FOR COMPLETE INSTALLATION, EVEN THOUGH SUCH
ITEMS MAY NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE
DRAWINGS AND SPECIFICATIONS. NOTIFY THE ARCHITECT OF ANY
REVISIONS OR ADDITIONAL INFORMATION OBTAINED FROM THE
MANUFACTURER OF SPECIFIED MATERIALS OR EQUIPMENT WHICH
MAY AFFECT THE CONTRACT TIME, COST OR QUALITY OF WORK.
38. CLEANING:
1. DURING CONSTRUCTION
A. OVERSEE CLEANING AND ENSURIETHAT
BUILDING GROUNDS ARE MAINTAINED FREE FROM
ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH.
B. REMOVE WASTE MATERIALS, RUBBISH AND DEBRIS
DAILY FROM THE SITE AND LEGALLY DISPOSE OF IT
AT PUBLIC OR PRIVATE DUMPING AREAS OFF THE JOB SITE.
11. SPECIAL CLEANING. BESIDES THE GENERAL
BROOMCLEANING. DO THE FOLLOWING SPECIAL
CLEANING AT COMPLETION OF WORK (FOR ALL
TRADES) USING ONLY CLEANING MATERIAL
RECOMMENDED BY MANUFACTURER OF SURFACE TO BE
CLEANED AND ONLY ON SURFACES RECOMMENDED BY
CLEANING MATERIAL MANUFACTURER.
A, REMOVE PUTTY STAINS AND PAINT FROM ALL
GLASS AND WASH AND POLISH THEM. CARE SHALL BE
TAKEN NOT TO SCRATCH GLASS.
B. REMOVE ALL MARKS, STAINS, FINGERPRINTS AND
OTHER SOIL AND/CR DIRT FROM ALL PAINTED,
DECORATED AND STAINED WORK.
C CLEAN AND POLISH ALL HARDWARE AND FIXTURES
FOR ALL TRADES INCLUDING REMOVAL OF ALL
STAINS, DUST, ETC. UPON COMPLETION.
39. QUALITY STANDARDS: ALL WORKMANSHIP AND MATERIALS SHALL
BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF
CERTIFICATE OF OCCUPANCY UNLESS SPECIFIED FOR A LONGER
PERIOD OF TIME ON SPECIFIED ITEMS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING HIS OWN
DEFECTIVE WORK AS WELL AS PAY ALL COSTS INCIDENTAL
THERETO INCLUDING DAMAGE TO OTHER WORK, FURNISHINGS OR
EQUIPMENT.
ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR
WORKMANSHIP ON OR WITH RESPECT TO THE OWNERS WORK SHALL
BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL
BE SO WRITTEN THAT SUCH GUARANTEE OR WARRANTIES SHALL
INSURE TO THE BENEFIT OF OWNER.
40. INSURANCE: PRIOR TO THE COMMENCEMENT OF WORK THE
GENERAL CONTRACTOR SHALL DELIVER TO THE OWNER
CERTIFICATES OF INSURANCE FOR BOTH COMPREHENSIVE
GENERAL LIABILITY AND WORKMAN'S COMPENSATION INCLUDING
THE TOTAL AMOUNT OF COVERAGE AND CONDITIONS STIPULATED
AND AGREED BY BOTH PARTIES.
41. ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED
FOR A PERIOD OF ONE YEAR FROM THE DATE OF CERTIFICATE OF
OCCUPANCY UNLESS SPECIFIED FOR A LONGER PERIOD OF TIME ON
SPECIFIED ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPLACING OR REPAIRING HIS OWN DEFECTED WORK AS WELL AS PAY ALL
COSTS INCIDENTAL THEREOF INCLUDING DAMAGE TO OTHER WORK,
FURNISHINGS OR EQUIPMENTS.
THESE PLANS ANDALL PiRn"I"'LID WORk
AND SUBJECTTO Ali - �jh!RECTIONS
REQUIRED BY rlr� r-
�11 INSPECTORS THAT
MAYRr7l 3SARYIN ORDER TO
COMPLY Wi 11- iALL APPLICABLE CODES.
PROJECTADDRESS:
9545 RANGE LANE ROAD
PORT ST, LUCIE, FLORIDA
PROJECT SITE
LU
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LU
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Of
D(DN (DB
Design Group, ll
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
SYMBOLS- Tel. 786.275.8480
Fax 786.275.8474
WALL SECTION /*X4i I.D. SECTION NUMBER www.diniodesignigroup,com
SHEET NUMBER ALLIED NEW
TECHNOLOGIES
DETAIL REFERENCE X DETAIL NUMBER PLANT
SHEET NUMBER "MAIN BUILDING"
FT. PIERCE, FLORIDA
TITLE & TITLE2 OWNER
GRAPHIC SCALE SCALE ALLIED UNIVERSAL CORP.
3901 li 11 5th AVE
CORAL, FL 33178
305.888.2623
DOOR MARK DOOR NUMBER DNB PROJECT NUMBER
07-120a
ROOM MARK ROOM NUMBER
ROOM -ROOM NAME OWNERS PROJECT NUMBER
INTERIOR ELEVATION DETAIL NUMBER
SHEET NUMBER ISSUED FOR:
N FOUNDATION PERMIT
NORTH ARROW TRUE NORTH TYPE OF DOCS:
44Y CONSTRUCTION
DOCUMENTS
ELEVATION MARK -L EI4-1/2"
q0 FIN. FL.
WALL TYPE WALL TYPE NUMBER
WINDOW OR LOUVER TYPE NUMBER
SOUTHWEST GATLIN BLVD.
LOCATION MAP
SOUTHWEST
U363-91
1 3 E
141 VIA
II r1h,
-A
f, 0
7
.A
DRAWN BY: APPROVED BY:
R.B, F.D.
DATE: SCALE:
01.31.08 ASSHOWN
si & AVS Inc.
Kendall Dnve Skiii 303B
Miami Florida 33176�USA
00 VM Construction, "Inc.
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Coral Way. Suite 400 Miami, Florida 33145
Phone: (305) 856-8935 Fax: (305) 856-8936
SEAL/SIGNATURE
'ILI J DO
F rf MO
RANCILI J. DOMOND, R.A.
AR - 9330
This droviing is the property of
DNIB Design Group and is not
to be reproduced or copied
in whole or part, It is not to be
used on any other project
and is to be returned on
request.
CCIPYRIGHFiii
SHEET TITLE
LOCATION MAP
GENERAL NOTES
SYMBOLS
SCALE NTS
SHEET NUMBER
A-0.01
\--EXISTING CAN
RELOCATION OF DIESEL TANK
& CONIC. FUELING PAD
-PROPOSED GATE
RANGE LINE ROAD
\--EXIST1NG
X
MAY - 8 2008
PROJECT DATA
MAIN BUILDING
PROJECT NAME�
ALLIED NEW TECHNOLOGIES PLANT
PROJECT ADDRESS: 9545 RANGE LANE ROAD PORT ST. LUCIE, FIL 34987
LAND USE DESIGNATION:
IND
ZONING DESIGNATION:
IH
TYPE OF PROJECT:
BLEACH TREATMENT FACILITY
FLOOD ZONE
X per F.I.R.M. PANEL No 12111 CO275-F
GROSS SITE AREA:
25.07 ACRES
WATER/ WASTEWATER SERVICE PROVIDER: PORT ST. LUCIE UTILITY
SYSTEM DEPARTMENT
LOT COVERAGE:
EXISTING BUILDINGS
PROPSED MAIN BUILDI�
27,499 S.F 2.53%
TOT21 7C32 S�FRA6.. 1.92 0/6
0 MAX 500 0
1
A OV E 4.52�
BUILDING HEIGHT: MAX HEIGHT 80'-0" PROPOSED HEIGHT 42--8"
NUMBER OF STORIES:
2 FLOOR
BUILDING SETBACKS: MAX PROPOSED
FRONT (RANGE LINE ROAD) ............................ 50'-0" 50--0"
SIDE ................................................................... 301-0" 36-0"
SIDE............... ......................................... * .... 30--0" 1,496--Or
REAR................................................................ 40--0" 547'-0"
NOTE:
iILLATION SEE SHEET A-1.0011D
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
F 0 Py
IvLm �Iiillllae
DoNoB
Design Group, LILC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DO FAIL, FL M178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DATE REVISION BY
OWN IRB
BLDG DEPT FID
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31-08 ASSHOWN
`5"
Conve & AVS Inc.
orth Ke
10691 roan Drive, Suits 3038
,�N
MN, 9c
iami, or a, 33176-USA
�2
VM Construction, Inc.
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2D50 Coral Way Suite 400 Miami. Florida 33145
Phone: (305)85&B935 Fax:(305)856-8936
FRANCILIS �. DOMOND, R-A.
AIR - 93304
This drowing is the property of
DN3 Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT02006
SHEET TITLE
GENERAL GENERAL
SITE PLAN SITE PLAN
Z 0 40' 80, 160'
SCALE: I" = 40'-0"
SHEET NUMBER
A-1.00
SITE PLAN
Z 0 1& 32' 64'
SCALE: 1/16" N11
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL, F133178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No. DATE I REVISION BY
2-28-OB OWN RE3
6-11-08 BUILDCOMM RB
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 N=ri Ofte, Suft@303B
Miami, Flori 3317"SA
11,11 �
vM Construction, Inc.
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Coral Way. Suite 400 Miami, Flodda 33145
Phone: (305�856-8935 Fax:(305)856-8938
SEAUSIGNATURE
AR -
J. DOMOND, R.A.
This drawing is the property of
DNB Design Group and Is not
to be reproduced or copied
in whole or part. It Is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT02OD6
SHEET TITLE
SITE PLAN
SHEET NUMBER
A-1.00a
Dc)Nc)B
V
A
77 — — — —
X
Z 0 16' 32' 64'
SCALE: 1/16"= V-13"
Z 0 16' 32' 64-
SCALE: 1/16" = V-0"
A/C AREAS
NON A/C AREAS
UNCOVERED AREAS
TOTAL AREA IN GROUND FLOOR
2,321 S.F.
— 14,442 S�F.
4,9 6 9 S. F.
21,732 S.F.
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
wwwAnIodesigngroup-cOm
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW I I 5th AVE
DORAL, FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No.
DATE
REVISION
BY
2-28-08
OWN
RB
4-30-08
BLDG DEPT
FID
A-
6-11-08
BUILD COMM
RB
--
I
I
I
DRAWN BY: APPROVED BY:
ILE R.13� F.D.
DATE: SCALE:
01.31�08 ASSHOWN
THESE PLANS AND All IpRopnqr�D WORK CONSULTANTS:
AND SUBJECT TO AW CORRECIONS
REQUIRED BY FIELD INSPECTORS THAT Conve & AVS Inc.
MAY RF NECIESSARYIN ORDER TO 10691 North Kehdall Ofte, Sufte 303B
COMpLN(WITH ALL APPLICABLE CODES. Miami, Florida, 35170-USA
A/CAREAS 760 S.F. VM Construction, Inc.
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
20M coral Way. Suita 400 Miami, Florida 33145
Phone:(305)856a35 Fax:(305)85M3S
NON A/C AREAS 14,961 S.F.
SEAL/SIG TURE
UNCOVERED AREAS N/A
EAL SIG TUR
TOTAL AREA IN SECOND FLOOR 15,721 S.F. FRANCILI J. ?DOMOND, R.A.
Q'J,
A R - 9 3 3 Onl,44
This drawing is the property of
DNB Design Group and Is not
to be reproduced or copied
in whole or part. It Is not to be
used on any other project
and is to be retumed on
request.
COPYRIGHT02006
SHEET TITLE
AREA
TABULATION
SHEET NIe��
A-1.00b
DoN(DB
a
0
C)
1
24'-6"
T T n nkit
0. CONG. SLAB
c I
00 UJ
D_
o
i
Lo En
2
0-4-
S YABO
e
I
;-ON
N
B'OLLARD 1YP. @ 10'-0"
D.C. SEE EETAIL A5/5.03
(r "' 424'-0" 24
A3.01
2Y4'-"
4'-0'
25'-0"
146�10"J a 0 42'-0'
A' EL U-2"
TE.—L6. NO N C. S E A V, (35) Ni. CURB —Vr33 D34 T.O. CONC. SLAB
37'-Sm SLOPE LOPE 49'-3'
1/16" 1 Yi 61,
'2
37'- 1_1 11 Ld
EL 08 R
0T.-6.—ONC. S AS 1 6 EL `?T.O. CONC. CU
TEL Kul-E
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0 -0 �C'_ON S L A B
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0
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01
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SLOPE SLOPE
E SLOPE
5<
ON
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0, N
EL.
som
- No I
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SLOPE
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T CO SLAB
0'
0"
INC..LAB
LLJ
V)
TEL
c EDGE
14'-2w
EL +0'-2- 116"
OTEL + 0" TD DN* OT.8. CONC. SLAB
T 6+C INC CURB
19 / E _0" TE L6 ±,9 - 0',
6
'0
CONC. SLAB SLAB
W
2
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0. C ONC. SLAB
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2
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c I D,
EL. +0'-4"
T.O. CONC. SLAB
38--2"
6
GO,_
6 3-9 22-3 6 24-9 2 -11 14
EL 0'-2-9116"
c 7NC CURB T.D. CONC. SLAB\
71—an-
0
V) 104 W
-CD
)NC. EDGE
OtE�+CZ-X'
() ONC.CURB
1 A
8
SLOPE
9'_ORN in,-00
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786,275.8474
www.dnbdes�igngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL COR
3901 INW 11 5th AVE
DORAL, FIL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMI
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No.
DATE
REVISION
BN
2-28-08
OWN
RB
K3
6-11-08
BUILDCOMM
RB
I
C-4
—DRAWN BY:
APPROVED BY:
LU
R.B.
F.D.
EL
0
to
��,
F08 �
F 09
DATE:
SCALE:
V)
RECTIFIER
TRANSFORMER
01.31.08
ASSHOWN
ROOM
AREA
C14
I
-_
1A
4
HP—
-
a
CONSULTANTS:
TE.L6 SLOPE
8" _41
±&&N . SLAB / 2 _N
NJ I I J
SLOPE NA3.01)
2 ON I" NNN NNN NNN mogNN
1/16" �� 1 0 -13/16"1 %
EL. +0 -Warm: Z;_Q7a._Q,.T.Ti NNN NN; NNN N,N . . Now . . . . mmgN,
,;7j
T.O. CONC. SLAB R# E� AB 1
'-2 11 NOW 6�C C. SL
SLAB V T.C. CONC. SLAB\ EL. +01 11
;4316"
IN .
+0. 0'.
�EL
ELL + 1V�8 SLOPE
T 0 C& C1 SLAB
_0___
To E_
C N(b. CURB
EL. -T-O"
T.O. CONC. SLAB
1-6-
59,_10
61
C0
01;
V)
A
T.. CONI.CURB
,6 EL. -2'4"
T.O. CONC. SLAB
jbE L. +0 -6
EL. +0'-4"
EL 0'0"
T 0. CONC.
CURB
T.O. CONC. SL B
T.65.6014 SLAB
I )l I M I I I I I I I I I iri I I I I I I IN
SLOP S 13
1/811� I [ �2 8
7
EL. -4'-91.
T.O. CONF. SLAB
d V VTT. VON SLAE
+0'-5- 116" uJ a
EL (a
_eT—LO. CONC. SLAB 3 4 0 <, EL. +0'-8" F-o-71
EE1 NO _J VT.O. CONC. SLA MAIN ELECTRICAL
FO 1-1 1 10 1.1
CONTROL ROOM TY CONTROL LO ROOM in
SL IFE QUALI
7 2 ROOM C-4 C14
Pi ri,.m EL +0'-8" L. +9-8"
T.O. CO C. CURB CONC. SLAB
IN SLAB
TEL
6±&4-718"
B
NC S EP
31 UO
R
61-101,
LEGEND
ACA-001: ACID CONTAINMENT AREA
CCA-001: CAUST1C CONTAINMENT AREA
CCA-002: CAUSTIC CONTAINMENT AREA
CCA-006: CAUSTIC CONTAINMENT AREA
ECA-002: EFLUENT CONTAINMENT AREA
HCA-003: HYPOCHILORITE CONTAINMENT AREA
TR01: TRENCH AREA 01
TR02: TRENCH AREA 02
TR03: TRENCH AREA 03
I I I I I I I I I I I I IN J,
SLOPE
2
�12
.1.1; WIN NNN NNN NIN MIN 1��Iw wN, NON NNN NNN NNN NNN NNN 00
1.10
ri �\ — 77 — — — — — NNN — — — — — — — — — — — —
E30LLARD TYP. @ 10'-0' 6'- 14'-04 51-0. 1 7-0 7-0 10'-0"
O.C. SEE DETAIL A5/5.03 PLANS AND ALL PROPOSED �JRll(
54'-8" THESE L, 6% 43'-0"
I to P0,
AND SUBJLL; T
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
GROUND FLOOR PLAN
Z 0 81 16' 32'
SCALE- 1/8" - 1�-O"
Conve & AVS Ij
10691 No� Kendall Dme, Suite 3038
M19Mi,F1o0d%3317&USA
[sin
VM Construction, III
Adolfo J. Gonzalez, F
STATE OF FLORIDA STRUCTURAL ENGINEER I
2D50 Coral Way Suite 400 Miami. Flords 3
Phone: (305) 858-8935 Fa� (305) 85"�
Ln
FRANClLIS DOMOND, R.A.
AR - 93304
This drowing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT02006
SHEET TITLE
GROUND
FLOOR PLAN
SHEET NUMBER
A-1.01
(9
00
(B �_ -
(B � -
C'I
0 (D 0
22'-0* �22'-O"
22'-0'
10
22'1
E
F
26'-0" 26 1-0.
21 22'-l"
B31 A3.01
2� --1 24'-0"--- M-10" 24'- 24'-0' 25-0"
vw -STEEL FRAME BRIDGE, TOWERS
A3 01
24
--------- AND STAIRS BY OTHER, i
X REFERENCE ONLY
P_/
__0_ - _:�` - -_ i6il _K EF
JHESE P S AND ALL IN I
Ih - -X--�111 ORRECTIONS
11 L AND SLIBJECT TO ANY C 11-. TI
V FORS, ITHM liF
7
ED BY FIELD INSPEC'
F L us,
—1 _P . i --7, IL
NIM E NECESSARY IN 011 I _" 1
COMP DES [DN
t I tl� 11
Ly WITH ALL ApPLICABLE CIO
X - - - - - - - -
11 l N.
1 +16-18"
2'-4-
BRIDGE
X 6-0
— — — — — — -- A21
— — — — — I — — — — --
L no I
F ir F-I
28
-.*
-C �4 4
SLAB
--- =LN,
DAE
L
Ju
8
-FT] F—I 4
T:1 -0 E]
10 2
00
_E.F_ _F 7 r4')
STEEL I RAME RIDGE, TOW
B DR
B OTHER. R 2 9
of (EiF
ll I AND STAIRS
REFERENCE 0 LY
CELL MAINTANECE
l 17 T_� -1 ROOM
STEEL FRAME PLATFORM-----\ Tv`A
L�i Ar
_EL 7 J�E L6 +P1 [9UT'
_ +9'-" 1 1
TO FLOC R J
I 1 17 7 7 —171 000 V-8
To
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2
3l
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DI
MAIN ELECTRICAL
ROOM
un
C14
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+1 OEL�+±Cl 3C
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T_ ;rL r
L2 0 ONC. SLAB ONC.SLAB
LO -FYI !Rfl 1 41
a LU
0
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Flor�da 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnboesigrgroup.corn
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW I I 5th AVE
DORAL FL33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No.
DATE
REVISION
BY
2-28-08
OWN
RB
6-11-08
BUILDCOMN/
RB
8-7-08
BUILDCOM IV
RB
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 AS SHOWN
Conve & AVS Inc.
10691 A K DrIve Swte,30313
I m 33176-USA
M= F=I
oil
VM Construction, Il
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2D50 Coral Way Suite 400 Miami, Florida 33145
PhonT (305) 856-8935 Fax: (305) 856-8936
SECOND FLOOR PLAN
Z 0 81 16, 32'
SCALE: 1/8" = V-0"
SEAUSIGNATURF
A' S GIN TU R
FRANCIII LI DOMOND, R.A.
AR - 93304
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and isto be returned on
reauest.
COPYRIGH -1 2CO6
SHEET TITLE
SECOND
FLOOR PLAN
SHEET NUMBER
A-1.03
L0
0
2
3.01
CN
Ld
(L
0
EL
0
_J
V)
148'-0"
1
--6" X 6" CONTINUOUS
GUTTER (ALUMINUM)
METAL ROOF AS PER
MANUFACTURER
SPECIFICATIONS.
RIDGE VENT
SLOPE 1: 1/4 BUILT UP ROOF
DOWN SPOUT
,Ja ELEV +32'-0"
_T A F F
SLOPE 1: 1/4
r2
"lli
BUILT UP ROOF
AND ikill WOR"
THE E PLAN , ANY CORRE [IONS I
D Sill iCT TC
R QUIRED By ll INSP _:CTO S T"Al
AAy 131 NECESSARY 11, ORD Z TO
,AB
MPLy',v1JV4ALLAl LE :ODES
lid
40�E E. +19'1
W Ly
.F F.
R
C
I I I I H I
"\\--DOWN SPOUT
6" X 6" CONTINUOUS
'01 it cop"ll GUTTER (ALUMINUM)
ROOFPLAN
7 0 81 16, 32'
SCALE: 1/8" = V-0"
NOTE:
PRE -FABRICATED STEEL STRUCTURE. SEE SHOP DRAWINGS
FROM MANUFACTURER FOR DETAILS.
DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
CORAL, FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 AS SHOWN
CONSULTANTS:
4Z'_�
Conve I AVS Inc.
10691 North Kendall Drive Sulto 303S
Miami Florida, 33176�SA
NoVill Construction, Inc.
Cormirurtors DeveloperS Midnagens
4�70 'i nagic, �tmw S.qc "'100 vw4 Florida 23li 14
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Coral Way. SUIte 400 Miami, Florida 33145
Phoric (305� 856-8935 Fax: (305) 85&8936
SEAL/SIGNATLRE
R.A
FRANC] J. DOMOND,
A?04 e\
R-933
This drowing is the property of
DNB Design Group and s not
to be reproduced or copied
in whole or part. It is not to be
used or) cry other project
and is to be returned on
request.
COPYI�IGHI 9) 2006
SHEET TITL.L
ROOF PLAN
SHEET NUMBER
A-1.04
III
ffl
f
EL +0'3"
Tt. C8N SLAB
S�OPE �T.L6 —+C 5ON C. S
LAB
aco.
EL. +21.011
TO. CONIC. CURB
46N
SLOPE
UJI
0
OA_EL. +i
T To Co
0. ZONC. CURB
#TEL +2�1"C EL_+Z-2"
0 C�N SLAB #TO CONC. SLA4
E
F
Ll
El 4P6"
T
TXO�Ol SLAB
TCONC.CURB
C- 1 4 ,
S LOPE
Tt. CON SLAB
EL +3_1
IT.6,C7N PIER(TYP)
111. 10'-51" 1
t
G
26'-0"
S-6"MTL.—�
RAILING
SLOPE �,
EL. -3LW
0��-�5N
T.6. 0 C. SLAB 1.0. CON
SLAB
T 5'-5"
LO:LC
T ON C. C U R B
11,40
LIJ
CL
0
--1
In
18'-6" 21 L
EL, i V—*
T.O. -ONC. CURB EL. +i
C I D VT.O. C�i CURB
bo SLOPE
EL. -$'-W
VT.O. ONC.SLAB
:E .61,
F irUr, i
-IJC SLAB
TE.-L6.+C'0 N C. C U R B
TE L 0"
.6�CA�N SLAB
L�l "Id
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
PEDESTRIAN BRIDGE SUPPORT
(24" SQ. CONCRETE COLUMN)
PROPOSED 10'-0" WIDE
PEDESTRIAN BRIDGE
ip 71
m EIIEA
PROPOSED 52'-0" PRECAST
DOUBLE T BRIDGE
-8
22'- 1 `
(D
t
EQUIPMENT PAD
Z 0 8. 16' 32'
SCALE: 1/8" = V-10"
2
A4.02
T1 I ILL-L ------ LU— ITI Tf M [TI ITI ITI
— — — — — — — — — — — — — — — — — — — — — — — — — -
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
E 154"
A 5 E
4
4- 4 F
— PROPOSED PIPE RACK
(BY OTHERS)
— PROPOSED HANDRAILS AT 42" A.F.F.
53*-0"
105'-0"
3 FEET HIGH CONIC. PAD (BELOW)
MTL. STAIR # 3
53'-0"
PEDESTRIAN
BRIDGE PLAN
Z 0 81 16, 32'
SCALE: 1/8" = T-1
Dc)NoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL. FL 33178
305.888,2623
DINB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY:
APPROVED BY:
R.B.
F.D.
DATE:
SCALE:
01.31.08
ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 Nunn Kendall Drive, Sufte 3038
�;V�
Morn, Florae, 33176-USA
00
VM Construction, Inc.
A371) W�m Suil"
Adolfo J. Gonzalez, P.E.
STATE
OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Conai Way. Suits 400 Varni Forda 33145
Phone: (305) 956-8935 Fax: (305) 95"936
SEAL/SIGNATURE
FRA CILIS J 0
AR- 93304
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returred or
request.
COPYRIGHI 0 2006
SHEET TITLE
PEDESTRIAN
BRIDGE PLAN
& EQUIPMENT
PAD PLAN
SHEET NUMBER
A-1.05
2
co
- I
LO
04
2
PNL NIL
"LWR" "LOR" 'i =�H B
F=
ED—UP-005 PNL PNIL
XMFR XMFR
"XLWR"
45 KVA 45 KVA
ED—MCC-002
AN, E L - + 19'-3"
'�'-F—F E.
ED—MCC-001
k�jt- t- umuUINU
1-'� FLOOR PLAN
4' 8' 16'
SCALE 1/4" = Vi
f- its gal E
VOSE0 \NOA
'OPREC11i
C I
OBJECA C10IRS Im
P'i B,1 fiii ii
oEL +14' -0" REQ%i OER 10
,,ECESSP,0 I" pii CODES
SAFETY T.6. C SLAB MPI * 11" pii piii
LOADS 0i \N
1�111�1 H C
!,p'N
MAIN ELECTRICAL GROUND
FLOOR PLAN
1210) o 41 81 16' z
SCALE: 1/4" � Iii-O"
MAIN ELECTRICAL EQUIPMENT PLAN
FPL FIBER OPTIC INTERFACE PANEL
(36" WIDE X 36- HIGH X 18- DEEP)
4 125 VDC BA77ERY BANK
> (60- WIDE X 36" HIGH X 36- DEEP)
125 VDC BATTERY CHARGER
(30- WIDE X 36" HIGH X 18- DEEP)
125 VDC DISTRIBUTION PANEL
<�> (20" WIDE X 48" HIGH X 18" DEEP)
ED—TS-001, EATON ATV 3200A TRANSFER
SWITCH
(i WIDE X T—O' HIGH X 3'—B" DEEP)
ED—EP-001, EMERGENCY DISTRIBUTION PANEL
(8,-0. WIDE X T-04 HIGH X 24- DEEP)
MSW —1 , MSW-2, MAIN 23—KV SWITCHGEAR
(24' WIDE X 8- HIGH X B" DEEP )
2500 KVA POWER TRANSFORMER
(9' WIDE X S' HIGH X 5' DEEP)
SPACE FOR FUTURE PANELS.
DoNoE
Design Group, Lb
AA26001282
5835 Blue Lagoon Dr. Suite
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesIgngroup.cc
ALLIED NEW
TECHNOLOGIE
PLANT
"MAIN BUILDIN
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL C(
3901 NW 11 5f h AV[
DORAL, FIL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMB
ISSUED FOR:
FOUNDATION PER
TYPE OF DOCS:
CONSTRUCTIO�
DOCUMENTS
No. I DATE I REVISION
AIT&I
1115-14-08 IBUILD COMMI F
/3\ 16-11 -08 IBU ILD COMM I I
DRAWN BY: APPROVED B'
R.B. F.D.
DATE: SCALE:
01.31.08 A88HOWN
r'nMql 11 TAKIT4i
Conve & AV�L
i0W Noft Kiiii Drive, Suits 303
Miami, i 3317&USA
so
MMVM Constructior
cowx?'wi Devet"pom ��
�M�76 WeM Miii�iv V% Mlewi, rk
Adolfo J. Gonzale;
STATE OF FLORIDA STRUCTURAL ENGIN
2050 Cmi Way. Suits 400 Miami, Fic
Pli (306) 851 F� (305) 8
RE
ED—Y-004
30 KVA
ELECTRICAL ROOM
5 TEL
ED—UPS-002 BOARD
ED—FP— ED—FP—
004 014
F-7 7--1
ELECTRICAL SECOND
FL,OOR PLAN
'iiiiiiAl.10) 0 4- 8. 16' z
SCALE: 1/4a = 1,-0a
FRANCILISJ. MOND,R.A.
AR - 93304
This drawing is the property a
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to bit
used on any other project
and is to be returned on
request.
COPYRIGHT02006
SHEET TITLE
ENLARGE
FLOOR PLAN
SHEET NUMBER
A-1.10
17771
77
30'-0"
I --
X
X
X
OFFICE GROUND
REFLECTED CEILING PLAN
1.2C!) C 4- 8- 16' Z
SCALE 114" = V-0"
ELECTRICAL SECOND
`-2� REFLECTED CEILING PLAN
�Al.2Cl
_JO 4- 8- 16' Z
SCALE: 1/4" = V-10"
CEILING LEGEND:
3
2X2 ACOUSTICAL 2X4 CEILING MOUNTED
CEILING TILE FLUORESCENT LIGHT
DRYWALL SOFFIT 2X2 CEILING MOUNTED
Ell FLUORESCENT LIGHT
EXHAUST FAN 0 RECESSED MOUNTED
DOWNLIGHT
AIR SUPPLY
EXIT SIGN
AIR RETURN WALL LIGHTING FIXTURE
1Z 0--1
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL, FIL 33178
305.888,2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No. DATE I REVISION BY
& 2-28-081 OWN -J RB
/,A\ 6-11-08 113UILD COMMI IRS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 AS SHOWN
CONSULTANTS:
Conve & AVS Inc.
10601 Norm Kendall N", Sude 303B
�% Miami. Ronda, 33175-USA
Imm
FIMVM Construction, Inc.
ccm�g?' Deve"lop 11-ag
1� 6 om k1a, 6��4
M
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Coral Way Suits 400 Miami, Fiords 33W
Phone: (305) 856-13935 Fax (305) 858-8936
SEAL/SIGNATURE
AR-
b J��O�
J. DOMOND, R.A.
This drawing is the property of
DN13 Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT@ 2006
SHEET TITLE
REFLECTED CEILING
PLANS
SHEET NUMBER
A-1.20
71'-8"
TOTAL TRAVEL D14
>
<
<
ycl�
M --------------------
EGRESS CAPACITY IDOOR)
72" DOUBLE DOOR (70" CLR)
70"/0.2 = 350 OCCUPANTS
(TYP)
C
01
R
11 CONTROL ROOM
1 430 SQ. FT.
I 100N I S
W
35'-B"
a— — — — — — —
COMMON PATH
mil
0 0 0
01
72'-2"
TOTAL TRAVEL DISTANCE
0
THESE PLAINS AND ALL PROPOSED WORK
AND SUII To AW CORRECTIONS
REQUIRED By FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
e% 2
'4-`7-1LE V�Iwwopy
97'-4"
T�OT-AL TRiVEL DISTANCE
25'-6
-T PATH
Q. CONTROL F
1 670 SQ - FT.
I I 10ON 1 7
39'-6"
-00M�F0NFATW-*1F T I I
EGRESS CAPACITY (DOOR)
36" SINGLE DOOR 134" CLEAR WIDTH)
34"/0.2 = 170 OCCUPANTS
(TYPI
BUILDING CLASSIFICATION
OCCUPANCY GROUP GROUP "F3"FACTORY-INDUSTRIAL (FBC)- (LOW HAZARD)
CONSTRUCTIO1 I TYPE
MAXIMUN PROBABLE NUMBER OF OCCUPANTS 5 PEOPLE
TRAVEL DISTAh CE 300'-0"
LIFE SAFETY CONSTRUCTION NOTES
1.CONTRACTOR
PROVIDE FIRE EXTINGUISHERS DURING
CONSTRUCTION 111
COMPLIANCE WITH NFPA 1141 (SECTION 3-9.6)
2. ALL FLAMMABLE.
OR COMBUSTIBLE LIQUIDS TO BE STORED
DURING CONSTRI
ICTION TO COMPLY WITH NFPA 129-2,15 (2004
EDITION)
3. CONTRACTOR T
D PROVIDE FIRE & SMOKE SAFING AND CAULKING
AS REQUIRED FOE
� ALL PROPOSED PENETRATIONS AT EXISTING AND
NEW FIRE RATED
& SMOKE PARTITIONS/ WALLS.
4. SEE FIRE PROTECTION,
ELECTRICAL & PLUMBING DWG'S FOR
DETAILS,
NOTES:
FIRE RATE WALL CRITERIA:
1. THE WALLS SURROUNDING THE HIGH POWER ELECTRICAL ITEMS.
TRANSFORMERS AND RECTIFIERS MUST BE 4 HOUR FIRE RATED.
2. ELECTRICAL ROOMS WALLS SHOULD BE 2 HOUR RATED.
3. ALL OTHER BLOCK WALLED ROOM AREAS SHOULD BE 1 HOUR FIRE
RATED.
DoNOB
Design Group, LLC
AA26001282
5835 Blue Lagaon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL FIL 33178
305.888.2623
2 EGRESS CAPACITY (DOOR)
0 72" DOUBLE DOOR (70" CLR) DNB PROJECT NUMBER
70"/0.2 = 350 OCCUPANTS
110 T 07-120a
m =I INEE�=— EL J& OWNER'S PROJECT NUMBER
— — — — --- ST-6 -- — — — — — — — 0
COMMON PATH
FRA—IN —EL—ECROOM71
JP3010P� �14 1
F11
LIFE SAFETY PLAN_
Z 0 B. 16' 32'
SCALE: 1/8" = V-D"
LIFE SAFETY SYMBOLS LEGEND:
0-� 302:* TRAVEL DISTANCE TO REACH EXIT (MAX. 300 FT) 51 SAFETY EYEWASH
0
0-��X— 'L5' COMMON PATH OF TRAVEL
ONE HOUR FIRE RATED WALL 3 SAFETY SHOWERS
TWQ HOUR FIRE RATED WALL
FOUR HOUR FIRE RATED WALL 4
EXI SIG
SMOKE DETECTOR
' F SEMI -RECESSED FIRE EXTINGUISHER ABC MULTIPURPOSE 3A: 40B:C
E
�R IPOTTER-ROEMER #30061 IN SEMI -RECESSED ONE -HOUR FIRE RATED
ALUM CABINET I ROLLED RADIUS FULL ACRYLIC PANEL (COLOR:
SMOKE) DOOR & WHITE VERTICAL LETTERING (REQUIRED WALL
OPENING 10 3/4" (W) X 3 5/8" (D) (POTTER-ROEMER ALTA
FRC7043-A-9-VW-RR)
EOCCUPANCY TYPE
CLASSROOM FLOORAREA
AREA — OCCUPANCY LOAD
15N LOAD OCCUPANCY LOAD FACTOR
I
x1 HOUR MIN FIRE RATED ROOF ASSEMBLY
0
0
F
0
9
0
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No.
DATE
REVISION
BY
2-28-08
OWN
RB
3
-W-
11-08
BLDG COM
RB
41
B-7-08
BLDG COM
RB
4
1
DRAWN BY: APPROVED BY:
R.B. F.D,
DATE:
01.31.08
SCALE:
AS SHOWN
CONSULTANTS:
Conve & AVS Inc.
Fordo, 33176,1USA
VMI Construction, Inc.
Adolfo J. Gonzalez, P.E.
!, 5z,
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Coral Way� Su te 400 Miami. Honda 33145
Phone: (305) 856-8935 Fax: (305) 856-8936
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part- It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHTC2006
SHEET TITLE
FIRST FLOOR
LIFE SAFETY
PLAN
SHEET NUMBER
A-1.30
BUILDING CLASSIF
CATION
OCCUPANCY GROUP
GROUP "F3" FACTORY -INDUSTRIAL (FBC)- (LOW HAZARD)
CONSTRUCTION TYPE
TYPE V - 2-HR UNPROTECTED (FBC) 3
IVIAXIMUN PROBABLE N
JMBER OF OCCUPANTS
5 PEOPLE
TRAVEL DISTANCE
300'-0"
LIFE SAFETY CO
1. CONTRACTOR TO PROVI
CONSTRUCTION IN COMPIL
2. ALL FLAMMABLE OR CC
DURING CONSTRUCTION
EDITION)
NOTES:
FIRE EXTINGUISHERS DURING
CE WITH NFPA 1141 (SECTION 3-9.6)
JSTIBLE LIQUIDS TO BE STORED
COMPLY WITH NFPA 129-2.15 (2004
3. CONTRACTOR TO PROVITIE FIRE & SMOKE SAFING AND CAULKING
AS REQUIRED FOR ALL PRqPOSED PENETRATIONS AT EXISTING AND
NEW FIRE RATED & SMOKE PARTITIONS/ WALLS.
4. SEE FIRE PROTECTION, JILECTRICAL & PLUMBING DWGS FOR
DETAILS,
NOTES:
FIRE RATE WALL CRITERIA:
1. THE WALLS SURROUNDING THE HIGH POWER ELECTRICAL ITEMS,
TRANSFORMERS AND RECTIFIERS MUST BE 4 HOUR FIRE RATED.
2, ELECTRICAL ROOMS WALLS SHOULD BE 2 HOUR RATED.
3. ALL OTHER BLOCK WALLED ROOM AREAS SHOULD BE 1 HOUR FIRE
RATED.
LIFE SAFETY SYMBOLS LEGEND:
C_�x 300'
��-* TRAVEL DISTANCE TO REACH EXIT IMAX. 300 FT) SAFETY EYEWASH
O_yAX '75' COMMON PATH OF TRAVEL
3
SAFETY SHOWERS
ONE HOUR FIRE RATED WALL
TWO HOUR FIRE RATED WALL
_TWO HOUR FIRE RATED WALL
I I M FOUR HOUR FIRE RATED WALL
(�) SMOKE DETECTOR
' SEMI -RECESSED FIRE EXTINGUISHER ABC MULTIPURPOSE 3A: 4OB:C
FE
1WR POTTER-ROEMER #3006) IN SEMI -RECESSED ONE -HOUR FIRE RATED
ALUM CABINET Wl ROLLED RADIUS FULL ACRYLIC PANEL (COLOR:
SMOKE) DOOR & WHITE VERTICAL LETTERING (REQUIRED WALL
OPENING: 10 3/4" (W) X 3 5/8" 1 (POTTER-ROEMER ALTA
FRC7043-A-9-VW-RR)
OCCUPANCY TYPE
FLOOR AREA
OCCUPANCY LOAD
OCCUPANCY LOAD FACTOR
& D
FBI ML RD
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275,8474
www.dr)bdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL FL33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No.
DATE
REVISION
BY
2-28-08
OWN
RB
6-11-08
BLDG COM
RB
8-7-08
BLDG COM
RB
DRAWN BY: APPROVED BY:
RIB. F.D.
DATE: SCALE:
01.31.08 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 North Kendall Drive, Suits 3038
Mai Florida, 33176-USA
mmvm Construction, Inc.
o;
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2060 Coral Way. Suite 400 Miami, Florida 33145
Phone: (305) 856-8935 Fax: �305) 856-8936
FRANCILIS
AR - 93304
This drawing is the property of
DN13 Design Group and is rot
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT (1) 2006
SHEET FITLE
SECOND FLOOR
LIFE SAFETY
PLAN
A HOUR MIN FIRE RATED ROOF ASSEMBLY
SHEET NUMBER
A-1.31
METAL ROOF AND RIDGE VENTS
AS PER MANUFACTURER
SPECIFICATIONS.
ALUMN. GUTTER
ALUMN. DOWN SPOUT
METAL SIDING AS PER
MANUFACTURER
SPECIFICATIONS.
4'-0" METAL CANOPY
ATTACHED AS PER
MANUFACTURE INSTALLAT10N
6' X 10' BAHAMA LOUVER
SHUTTER ATTACHED TO
BUILDING
ARMORSCREEN HURRICANE
PROTECTION BEHIND ALL BAHAMA
LOUVERS AND OPENINGS (TYP). S
DETAIL 1/3.02
CONCRETE RETAINING WAII
STEEL COLUMNS AS
PER MANUFACTURER
SPECIFICATIONS.
Z4 H.M. DOOR WITH PANICK
(jLR �WARE
RIDGE VENT
METAL ROOF AS PER
MANUFACTURER
SPECIFICATIONS.
ALUMN.
ALUMN. DOWN SPOUT
METAL SIDING AS PER
MANUFACTURER
SPECIFICATIONS.
4'-0" METAL CANOPY
ATTACHED AS PER
MANUFACTURE INSTALLATION
H.M. DOOR WITH PANICK —
�HARDWARE
`1�
6' X 10' BAHAMA LOUVER —
SHUTTER ATTACHED TO
BUILDING
16'-0"
9211111 6=0 Z
7 FT HM DOOR
IMPACT RESISTANT GLASS
ON ALUM FRAME WINDOW
1�6 EL. +39-1
------------- WEDGE OF EAVE
ARMORSCREEN HURRICANE
PROTECTION BEHIND ALL BAHAMA
LOUVERS AND OPENINGS (TYP). SEE
DETAIL 1/3.02
16EL
+1'i
TO.
I
A. 1
+0'-0"
'PFIN.GRA
E
SOUTH ELEVATION
0 8. 16' 32'
SCALE: 1/8" = Ti
kLL pRoiIplOSEED \140i
1V,ESE PND I ANY CORPEC110i
AND SIJBJECT 10 0 INSPECIORS TMI
pEQUIRED By FII XR\( IN OPOER To
Mky BE NECESS gpILICABLE Coi
C
'CiMpy \Nii ALL
FILE COPY
16'-0" ROLL UP DOOR
EAST ELEVATION
0 81 16, 32'
SCALE: 1/8" = T-O"
EL +39'0"
EME FF EAVE
1 +33 0"
T.6. P PET
EL. +23-0"
TO. PA PET
L +23-0"j
T 0 PARAPET
------------------ ;EL. +119-3"
VT.O. SLAB
6EL +15'.6"
WEIRIDGE IN.FL
RAILINGS OF
PEDESTRIAN BRIDE
x` —SMOOTH STUCCO ON
8" CONCRETE BLOCK
WALL (TYP.)
—ROOL UP DOOR
Design Group, LLC
AA26001282
5835 Biue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786,275.8480
Fox 786.275.8474
www.dnbdesigngroup,com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
CORAL FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY:
APPROVED BY:
R.B.
F.D.
DATE:
SCALE:
01.31.08
ASSHOWN
CONSULTANTS:
417-,
Conve & AVS Inc.
10691 North KeMall Drive, Suits 3038
Mii Fli 33lM0JSA
MEVM Construction, Inc.
conStrwxr�� 0eqekmor3
avo Nom T-Ititi4er Straw - S�,10 -'Is Miiilrt� rimpol a� T44
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Coral Way. Suite 400 Miami, Florida 33145
Phone: (305) 8b6-8935 Fax: (305) 856-8936
FRANCILIS J
AR - 93304
1A v
R.A.
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
it) whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT (1) 2006
SHEET TITLE
SOUTH
EAST
ELEVATIONS
SHEET NUMBER
A-2.01
291,Z11
EL. +33-0"
SMOOTH STUCCO ON
Be CONCRETE BLOCK
WALL (TYP.)
RAIUNGS OF -
PEDESTRIAN BRIDE
EL +15' "
BRI DGe IN. FIL
SMOOTH STUCCO ON
B" CONCRETE BLOCK
WALL (TYP.)
EL. +P�-&-
FIN. GRADE
RIDGE VENT
SIGN ATTACHED TO BUILDING
METAL ROOF AS PER
MANUFACTURER
SPECIFICATIONS.
ALUMN. GUTTER
ALUMN. DOWN SPOUT
METAL SIDING AS PER
MANUFACTURER
SPECIFICATIONS.
SMOOTH STUCCO ON
Be CONCRETE BLOCK
WALL (TYP.)
CHAIN LINK FENCE (TYP.)
`� rOL U P DOOR
HM DOOR W/ PANICK
HARDWARE
ALLIE
TECHNI
N-
NEW
LOGIES
NORTH ELEVATION
0 81 16, 32'
SCALE: 1/8"= V-1)"
ALL pROpOSED WORY-
114ESE PtpNS AND CORRECTIOI4S
AN\? IM,
P,ND S05JECI 10 D INSPEC'ORS
REQ1)19CD M FlElL
eE N�CESSAR
'y IN� ORDER 10
MPS A1,PLICABLE CODES-
compy \.qJJH, ALL
- 99
WEST ELEVATION
0 16' 32'
SCALE: 1/8" = V-0"
EL. +33-0"
3'-0" MTIL. CANOPY AT
OPENING.
PIPE RACK AS PER
MANUFACTURER
SPECIFICATIONS.
EL. +V-0"
TO. PEIR
FIL
METAL ROOF WITH RIDGE VENT
AS PER MANUFACTURER
SPECIFICATIONS.
ALUMN. GUTTER
ALUMN. DOWN SPOUT
METAL SIDING AS PER
MANUFACTURER
SPECIFICATIONS.
6' X 10' BAHAMA LOUVER
SHUTTER ATTACHED TO
BUILDING
ARMORSCREEN HURRICANE
PROTECTION BEHIND ALL BAHAMA
LOUVERS AND OPENINGS (TYP). SEE
DETAIL 1/3.02
CONCRETE RETAINING WALL----\
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
CORAL, FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No. DATE REVISION BY
-Z�- 2-213-08 OWN REI
-7;V,-514-08 OWN R13
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 AS SHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 North Kendall Drive, Sults 3038
Miami, Rarcla, 33176-USA
ME
oil Vill Construction, Inc.
Dwm,�Ows M�riapf��
P170 W�3t pi�3�W l�Wt� 20� wm�, FzWA� V. I V
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Coral Way. Suite 400 Miami, Florida 33145
Phone: (305)8WS935 Fm(305)856-8938
AIR - 933D4
This drowing is the properl,/ of
DNB Design Group and is not
to be reproduced or copied
in whole or part. it is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT02006
SHEEF TITLE
NORTH
WEST
ELEVATIONS
SHEEr NUMBER
A-2.02