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ZEPHYRHILLS BANKING CENTER
SITE ID: FLZEP-000
5632 GALL BLVD.
ZEPHYRHILLS, FL. 33542
O
(; a
7 TH S TREE T (6 0' R /W )
� U.S. HIGHWAY 301 (60 p R/W)
CLIENT:
C.B. RICHARD ELLIS
100 N. WESTSHORE, 2ND FLOOR
TAMPA, FL. 33609
PH: 813-384-3670
CONTACT: NICOLE GLASS
PROPOSED DUMSTER
ENCLOSURE LOCATION
REMOVE EXISTING WOOD
FENCE DUMPSTER ENCLOSURE AND PAD
EXTEND NEW CONC APRON TO MEET EXISTING
ASPAHLT PAVING
ARCHITECT:
ARCHITECTURAL DESIGN
COLLABORATIVE
945 N. PENNSYLVANIA AVE.
WINTER PARK, FLORIDA 32789
PH: 407 629 1188
CONTACT: Adel Shalaby
CIVIL ENGINEEER:
H & T CONSULTANTS, INC.
9310 OLD KINGS ROAD S., SUITE 1001
JACKSONVILLE, FLORIDA 322257
PH: 904 419 1001
CONTACT: STAN HILL
SCOPE OF WORK:
PROVIDE A NEW DUMPSTER
ENCLOSURE WITH NEW PAD &
GATES
Bank of Ameri
12th AVENUE
APPLICABLE CODES:
FLORIDA BUILDING CODE-2007
NFPA 101, LIFE SAFETY CODE - 2003
NFPA 70 - NATIONAL ELECTRIC CODE -2005
INTERNATIONAL FIRE CODE - 2006
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SHEET INDEX
A-00 COVER SHEET AND SITE PLAN
A-01 GENERAL NOTES
A-02 FOUNDATION AND FLOOR PLANS
A-03 MISCELLEANOUS DETAILS AND SECTION
C-1 SITE PLAN - DUMPSTER ADDITION
ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDING
CODE, NATIONAL ELECTRIC CODE AND
CITY OF 7E?HYRMLLS ORDINANCES
REVIEW C)ATE
CITY OF ZEPHYRHILLS
PLANS E-XAMINER
N
PROPOSED SITE PLAN
SCALE: 1 /16" = 1'-0" RELEASED FOR CONSTRUCTION AmOO
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SHEET INDEX
A-00 COVER SHEET AND SIT
A-01 GENERAL NOTES
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I - I YI II _
GENERAL NOTES & CONDITIONS
GENERAL NOTES (CONT.)
CONSTRUCTION PLAN NOTES(CONT.)
SPECIFICATIONS FOR GENERAL CONTRACTORS PERFORMING WORK
FOR BANK OF AMERICA
1.19 ANY ITEM OF WORK NECESSARY TO THE PROPER
2.9 ALL EXISTING HOLES/CRACKS IN SLAB AND THOSE
COMPLETION OF CONSTRUCTION WHICH IS NOT
RESULTING FROM THE CONSTRUCTION PROCESS
SHALL BE FILLED/REPAIRED AND THE SURFACE
1.0 TENANT- BANK OF AMERICA C/0 CBRE-RICHARD EWS
SPECIFICALLY COVERED IN THESE DOCUMENTS SHALL
BE PERFORMED IN A MATTERS DEEMED GOOD
PATCHED SMOOTH AND LEVEL WITH ADJACENT
LANDLORD -BUILDING OWNER/REPRESENTATIVE
GC -GENERAL CONTRACTOR.
PRACTICE
PRACTICE OF THE TRADE INVOLVED.
SURFACE, IN A MANNER ACCEPTABLE TO
TH ASCHITECT. CONTRACTOR SHALL MAINTAIN FIRE
RA N WHEN FILING HOLES, ETC.
1.1 UPON COMPLETION OF THE JOB, THE CONTRACTOR
1.20 USE AND INTERPRETATION OF THIS DRAWING
2.10 HARDWARE SHALL BE PROVIDED BY GC AS
PROVIDE THE OWNER AND ARCHITECT WITH:
A. GENERAL CONDITIONS OF THE CONTRACT FOR
SPECIFIED. SEE MILLWORK DETAILS AND NOTES
FOR SCOPE OF HARDWARE.
A. AS -BUILT PLANS.
CONSTRUCTION, AIA DOCUMENT A201, ARE A PART
B. RELEASE OF LIENS FOR ALL SUB -CONTRACTORS.
OF A CONTRACT DOCUMENT AS DESCRIBE USE AND
2.11 ALL SUBSTITUTIONS, I.E., "EQUALS" MUST BE
C. A FINAL RELEASE OF LENS FROM THE GENERAL
INTENT OF THE DRAWINGS. THE CONTRACT
SUBMITTED TO ARCHITECT PROJECT MANAGER FOR
CONTRACTOR.
DOCUMENTS INCLUDE NOT ONLY THE DRAWINGS,
WRITTEN APPROVAL PRIOR TO SUBSTITUTION BEING
MADE.
D. THE ORIGINAL BUILDING PERMIT PLANS WITH THE ORIGINAL
BUT ALSO THE OWNER -CONTRACTOR AGREEMENT,
FINISH NOTES
INSPECTOR'S SIGNATURES.
CONDITIONS OF THE CONTRACT, THE SPECIFICATIONS,
1.2 TENANT WILL NOT BE RESPONSIBLE FOR:
ADDENDA AND MODIFICATIONS ISSUED AFTER
EXECUTION OF THE CONTRACT. THESE CONTRACT
A. SECURITY OF MATERIALS OF WORK IN PLACE.
DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS
B. AIR CONDITIONING WORK NOT BEING PROPERLY
REQUIRED BY ANYONE SHALL BE BINDING AS IF
PERFORMED TO ALLOW FOR PROPER COOUNG OF THE
REQUIRED BY ALL WORK NOT COMPLETELY
6.1 ALL FINISH MATERIAL INDICATED TO BE PROVIDED AND
LEASED PREMISES UNLESS ALL AIR CONDITIONING WORK
DELINEATED HEREON SHALL BE CONSTRUCTED OF
INSTALLED BY G.C. UNLESS OTHERWISE NOTED IN FINISH
SCHEDULES, ON FINISH PLAN.
IS DONE IN COORDINATION WITH THE BUILDING
THE SAME MATERIALS AND DETAILED SIMILARLY
ENGINEERING STAFF.
AS SHOWN MORE COMPLETELY ELSEWHERE IN
C. WARRANTY REPAIRS.
THE CONTRACT DOCUMENTS.
6.2 GC AND VENDORS SHALL DETERMINE AVAILABILITY OF
D. WINDOW BREAKAGE DURING CONSTRUCTION.
ALL FINISH MATERIALS. ANY DELIVERY SCHEDULE
E. WORK STOPPAGES DUE TO WORK INTERFERING WITH
B. BY USE OF THE DRAWINGS FOR CONSTRUCTION
THAT POTENTIALLY MAY CAUSE COORDINATION
OTHER TENANTS.
OF THE PROJECT THE TENANT AND LANDLORD
PROBLEMS DURING THE FINAL STAGES OF
F. DELAYS DUE TO CHANGE ORDERS
REPRESENTS THAT THEY HAVE REVIEWED AND
CONSTRUCTION/INSTALLATION SHALL BE BROUGHT
G. PAYMENT F ANY DRAW y�LL BE SUBJECT TO THE
ARCHITECTQS AND TENANTS
APPROVED THE DRAWINGS, AND THAT THE
TO ATTENTION OF ARCHITECT , EARLY ON, FOR POSSIBLE
REEVALUATION OF MATERIAL DESIGNATION.
REPRESENTATIVES
CONSTRUCTION DOCUMENT PHASE OF THE PROJECT
AGREEING
TO THE DEGREE OF COMPLETION. TEN PERCENT 10%)
IS COMPLETE. THE CONTRACTOR REPRESENTS
6.3 A MINIMUM QUANTITY OF TWO � 1'-0' X V-0"
FINISH SAMPLES
OF EACH DRAW WILL BE HELD AS A RETAINER UNTIL
THAT HE HAS VISITED THE SITE, FAMILIARIZED
OF ALL SPECIFIED FINISHES AND
THE JOB IS COMPLETED, INCLUDING PUNCH UST ITEMS,
HIMSELF WITH THE LOCAL CONDITIONS, VERIFIED
CURRIMIT STOCK CUTTINGS OF ALL SPECIFIED WALL -
RELEASES OF LIEN, AND ACCEPTANCE OF THE SPACE
FIELD DIMENSIONS AND CORRELATED HIS
COVERINGS SHALL BE PROVIDED FOR APPROVAL
BY BOTH THE TENANT AND ARCHITECT.
OBSERVATIONS WITH THE REQUIREMENTS OF THE
PRIOR TO ORDERING.
CONTRACT DOCUMENTS.
1.3 THE CONTRACTOR WILL:
6.4 GC, ALL VENDORS SUBCONTRACTORS ARE RESPONSIBLE
C. THE CONTRACT SUM AND THE CONTRACT TIME
FOR FIELD VERIFICATION OF ALL DIMENSIONS, QUANTITIES
SECURE THE NECESSARY BUILDING PERMITS AND INSPECTIONS.
MAY BE CHANGED ONLY BY CHANGE ORDER TO
ETC., OF THEIR RESPECTIVE WORK.
INDEMNIFY AND KEEP HARMLESS THE OWNER FROM ALL
LOSSES, DAMAGES, LIABILITIES, AND EXPENSES WHICH MAY
THE CONTRACTOR SIGNED BY THE TENANT AND THE
ARCHITECT. ANY WORK PERFORMED IN VARIANCE
GC SHALL BE RESPONSIBLE FOR SUPPLYANSTALLATION
ARISE OR BE CLAIMED AGAINST TENANT AND BE IN FAVOR
WITH THE CONTRACT DOCUMENTS AND NOT COVERED
OF WOOD BLOCKING/GROUNDS ABOVE CEILING AS
NECESSARY FOR VERTICAL BUNDS, DRAPERIES, ETC.,
OF ANY PERSONS, FIRMS, OR CORPORATIONS FOR ANY
INJURIES OR DAMAGES TO THE PERSON OR PROPERTY OF
BY THE ARCHITECTS WRITTEN ORDER FOR A MINOR
(UNLESS OTHERWISE NOTED)
ANY PERSONS, FIRMS, OR CORPORATION CONSEQUENT UPON
CHANGE IN THE WORK OR A CHANGE ORDER, WILL
OR ARISING FROM THE CONSTRUCTION, USE, OR OCCUPANCY
NOT BE ACCEPTED.
CONTRACTOR
UPON OR ARISING FROM ANY OMI3 OMISSIONS, NEGLECT OR
D. AS INSTRUMENTS OF SERVICE, ALL DRAWINGS,
GENERAL DEMOLITION NOTES:
FAULT OF THE CONTRACTOR , HIS AGENTS, SERVANTS,
EMPLOYEES, LICENSEES, VISITORS, CUSTOMERS, PATRONS,
SPECIFICATIONS AND COPIES THEREOF FURNISHED BY
OR INVITEES, OR CONSEQUENT UPON OR ARISING FROM THE
THE ARCHITECT ARE HIS SPECIFICATIONS AND
PROPERTY. THEY ARE TO BE USED ONLY FOR THIS
CONTRACTOR'S FAILURE TO COMPLY WITH ANY LAWS
STATUTES, ORDINANCES, CODES, OR REGULATIONS; i-HAT THE
PROJECT AND ARE NOT TO BE USED ON ANY OTHER
.1 ALL DEMOLITION, RENOVATION, AND CONSTRUCTION TO COMPLY WITH
NFPA 241.
OWNERS SHALL NOT BE LIABLE TO THE CONTRACTOR FOR
PROJECT. CHANGES TO THE DRAWINGS NOT TO BE
DAMAGES, LOSSES OR INJURIES TO THE PERSONS, FIRMS
USED ON ANY OTHER PROJECT. CHANGES TO THE
419 DEBRIS SHALL BE REMOVED FROM THE SITE DAILY.
OR CORPORATIONS EXCEPT WHEN SUCH INJURY, LOSS, OR
DRAWINGS MAY ONLY BE MADE BY THE ARCHITECT.
DAMAGE RESULTS FROM NEGLIGENCE OF THE OWNER, HIS
ANY SUBMISSION OR DISTRIBUTION WITHOUT THE
AGENTS, OR EMPLOYEES, AND THAT THE CONTRACTOR WILL
EXPRESS WRITTEN CONSENT OF THE ARCHITECT
IDEMNIFY AND KEEP HARMLESS THE OWNERS AND BE IN
MAY BE CONSTRUED AS DEROGATION OF THE
FAVOR OF ANY PERSONS FIRMS OR CORPORATIONS FOR ANY
INJURIES OR DAMAGES Tb THE PERSON, OR THE PROPERTY
ARCHITECT COPYRIGHT OR OTHER RESERVED RIGHTS.
OF ANY PERSONS, FIRMS OR CORPORATIONS WHERE SAID
INJURIES OR DAMAGES AROSE ABOUT OR UPON THE LEASED
PREMISES AS A RESULT OF THE HE NEGLIGENCE OF THE
1.21 ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE
CONTRACTOR, HIS AGENTS, EMPLOYEES,SERVANTS, LICENSEES,
WITH ACCESSIBILITY GUIDELINES AS SET FORTH IN
VISITORS, CUSTOMERS, PATRONS, AND INVITEES. ALL
THE FLORIDA BUILDING CODE 2007.
PERSONAL PROPERTY PLACED OR MOVED INTO OR OUT OF
THE CONTRACTOR AND SUBCONTRACTORS
THE BUILDING SHALL BE AT THE RISK OF THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION
OR THE OWNER THEREFORE AND THE OWNERS SHALL NOT
OF SUCH.
BE LIABLE TO THE CONTRACTOR FOR ANY DAMAGE
TO ANY PERSONAL PROPERTY.
1.4 THE CONTRACTOR WILL CONFINE THE CONSTRUCTION DEBRIS
AND DUST TO THE CONSTRUCTION AREA, AWAY FROM
COMPLETED TENANT SPACE OR COMMON AREAS, ALL AREAS
OF THE BUILDING, ESPECIALLY ACCESS AREAS AND COMMON
AREAS, ARE TO BE MAINTAINED IN A CLEAN AND ORDERLY
FASHION. THE CONTRACTOR IS TO TURN THE IMPROVED
PREMISES OVER THE PROPERTY MANAGER IN A CLEAN
CONDITION, READY FOR OCCUPANCY BY THE TENANT.
1.5 THE CONTRACTOR WILL REMOVE ALL TRASH AND DEBRIS,
INCLUDING EXCESS MATERIALS FROM THE CONSTRUCTION SITE
AND THE BUILDING AND NO UNREASONABLE ACCUMULATION
BE ALLOWED.
1.6 THE CONTRACTOR WILL COORDINATE THE DELIVERY OF
MATERIALS AND THE USE OF THE FREIGHT ELEVATOR AND
REMOVAL OF DEBRIS WITH THE PROPERTY MANAGER
1.7 THE CONTRACTOR IS RESPONSIBLE FOR ALL PARKING
CHARGES OF HIS EMPLOYEES, SUB -CONTRACTORS, AND
VENDORS.
1.8 THE CONTRACTOR WILL SUBMIT ALL CHANGES ORDERS TO
THE ARCHITECT FOR APPROVAL AND THE BLUEPRINTS ARE
TO BE REVISED ACCORDINGLY.
1.9 THE CONTRACTOR WILL EXERCISE ALL DUE DILIGENCE IN
MAINTAINING IN A SAFE WORKING ENVIRONMENT AND TO
ABIDE BY ALL OSHA REGULATIONS.
1.10 UPON COMPLETION, THE CONTRACTOR WILL REMOVE ALL
FOREIGN MATERIALS FROM WINDOWS, FLOORS, GLASS,
HARDWARE AND RESTROOM FIXTURES.
CONSTRUCTION PLAN NOTES
1.11 THE CONTRACTOR WILL NOT UNDULY DISTURB THE PEACEFUL
ENJOYMENT OF ANY TENANTS IN THE BUILDING.
ALL DRILLING THROUGH THE CONCRETE FLOOR SLAB IS TO BE
2.1 PRIOR TO START OF CONSTRUCTION, GC SHALL
SCHEDULED WITH THE PROPERTY MANAGER. ALL PLUMBING
COORDINATE SCHEDULING OF MEETINGC� WITH HIS
INSTALLATIONS REQUIRING ACCESS TO OTHER AREAS OF THE
PROJECT PERSONNEL, THE Bt DINGJLANDLORD
BUILDING WET COLUMN WILL BE COORDINATED WITH THE
REP(S), ARCHITECT PROJECT MANAGGGGGGEEEEEER, OTHERS, FOR
PROPERTY MANAGER.
REVIEW OF PROJECT SCOPE DESIGN INTENT,
QUALITYAL
1.12 THE CONTRACTOR WILL INSTALL CONSTRUCTION AIR
DISCUSSION OF DRAWINGS/DETAILS/QUESTIONS.
CONDITIONING FILTERS IN ALL RETURN AIR DAMPERS IN
2.2 DIMENSIONS ON DRAWINGS ARE FINISH FACE TO
THE DEMISING WALLS IN ORDER TO PREVENT CONSTRUCTION
FINISH FACE OF PARTITIONS, COLUMNS, ETC., OR TO
DUST FROM ENTERING THE MAIN AIR CONDITIONING SYSTEM.
WHERE SHOWN, UNLESS OTHERWISE NOTED.
DO NOT SCALE DRAWINGS
1.13 THE CONTRACTOR IS TO PROVIDE TO ARCHITECT FIVE COPIES
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
OF ALL SHOP DRAWINGS, PRODUCT INFORMATION SUBMITTALS,
GRAPHIC REPRESENTATION. DETAIL DIMENSIONS
AND ALL OTHER SUBMITTALS REQUIRED FOR REVIEW, ETC. AT
TAKE PRECEDENCE OVER PLAN DIMENSION.
LEAST TWO (2) OF THE ABOVE COPIES SHALL BE ORIGINALS.
2.3 GC SHALL BE RESPONSIBLE FOR FIELD MEASURING
OF EXISTING CONDITIONS P-80 TO START OF WORK
AND DURING CONSTRUCTION, AS NECESSARY, TO
1.14 THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY
ASSURE CONSTRUCTION ADHERENCE TO
ALL CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID.
DRAWINGS. BY ENTERING INTO A CONSTRUCTION
1.15 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE
CONTRACT FOR THIS WORK, GC SHALL INDICATE HIS
FAMILIARITY WITH THE SITE/FIELD, CONDITIONS.
FIELD. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT
PRIOR TO THE COMMENCING OF THE WORK IN THE AREA
A. ALL 'HOLD' OR CLEAR DIMENSIONS SHALL BE
IN QUESTION.
MONITORED TO ASSURE CORRECTNESS.
B. ALLY DIMENSION REVISIONS/MODIFICATIONS ARE
1.16 ALL WORK SHALL BE DONE IN ACCORDANCE TO THE LATEST
TO BE BROUGHT TO ATTENTION OF ARCHITECT
PROJECT MANAGER FOR REVIEW/APPROVAL
EDITION OF THE FLORIDA BUILDING CODE 2000 AND ANY
OTHER APUCABLE CODE.
2.4 ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM
"BENCH MARK" OR OTHER SIMILAR GUIDE ESTABLISHED
1.17 IMPACT FEES, WATER AND SEWER CONNECTION FEES AND
PRIOR TO START OF CONSTRUCTION. HIGH POINTS,
DEPOSITS FOR PERMANENT UTILITY SERVICES SHALL BE PAID
LOW POINTS, IRREGULARITIES IN FLOOR SLAB,
FOR THE BY OWNER. THE CONTRACTOR SHALL NOTIFY THE
PARTICULARLY, WHICH ANY WAY AFFECT
FABRICATION/�NSTALLA�K OF OTHER TRADES
ARCHITECT AND/OR THE OWNER WHEN THESE FEES APPLY
OR VENDORS (E.G., CABINET CONTRACTORS), SHALL
PRIOR TO THE START OF THE CONSTRUCTION OF THIS
BE BROUGHT TO ATTENTION OF ARCHITECT.
PROJECT.
A. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2'
FOR EVERY 10'-0" IN EVERY DIRECTION WILL
1.18 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL
REQUIRED LEVELING OF SLAB BY G.C. OR
PREFABRICATED ITEMS OF THE WORK INCLUDING BUT NOT
LANDLORD AS PREDICATED BY FINAL LEASE
AGREEMENT. LEVELING OF SLAB TO BE DONE
LIMITED TO THE FOLLOWING:
READY TO RECIEVE ARCHITECT FLOOR FINISHES,
ATM, STOREFRONT DOORS, CABINETS, AIR CONDITIONING
I.E. VYNIL TILE, CARPETING, ETC. GENERAL
ETC. THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S
CONTRACTORS TO VERIFY SLAB CONDITION
ARCHITECTS WRITTEN APPROVAL OF SHOP DRAWINGS PRIOR
PRIOR TO BID SUBMISSION.
TO THEIR FABRICATION. SAMPLES SHALL BE SUBMITTED
BY CONTRACTOR UPON REQUEST.
2.5 GC SHALL DEMOLISH EXISTING PARTITION AND
VARIOUS OTHER ELEMENTS AS INDICATED ON PLAN
AND COORDINATE THE REMOVAL OF ALL RELATED
ELECTRICAL SERVICE, PLUMBING AND ALL OTHER
APPURTENANCES INCLUDED THEREIN, REFER TO
GENERAL DEMOUTION NOTES.
2.6 GC SHALL BE RESPONSIBLE FOR THE REMOVAL OF
ALL CONSTRUCTION DEBRIS AND FOR THE RETURN
OF ANY BUILDING STANDARD COMPONENTS IF
REQUESTED BY THE BUILDING MANAGEMENT
UNLESS OTHERWISE NOTED ON CD'S
T
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET
STATE OF FLORIDA AR-0094103
MOHAMED SHALABY, R.A. AA-CO01315
Architect • Seal/Signature
Construction Documents for:
BAT*& OF ANMUCA
at:
ZEPHYRHILLS DUMPSTER
PAD & ENCLOSURE
5632 GALL BOULEVARD
FT. LAUDERDALE, FLORIDA 33542
Issue Date & Issue Description Drawn By Checked By
i
i
Date & Delta Description Drawn By Checked By
1 06/-2-3V11 _ DRL AS
PERMIT SET _
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Client Information
C.B. RICHARD ELLIS
100 N. WESTSHORE, 2ND FLOOR
TAMPA, FL. 33609
OFFICE: 813-384-3670
CONTACT: NICOLE GLASS
Project Number
11158
CAD File Name
BOA- ZEPHYRHILLS DUMSTER PAD & ENCLOSURE
Description
GENERAL NOTES
Scale
1 /81, =1'-0"
6" DIAMETER PIPE BOLLARD -
FILLED SOLID WITH GROUT AND
PAINTED SAFETY YELLOW.
ALLIGN CENTERLINE OF
BOLLARD WITH EDGE OF CMU^
I
3/4" DIA. X 12' DEEP PIPE
SLEEVES EMBEDDED IN CONCRETE
FOR CANE RODS TO HOLD DOORS
IN OPEN AND CLOSED POSITIONS.
row
"'w
13'-4"
CLEAR OPENING
(2) 6'-4' X 6'-0- DECORATIVE
OPAQUE METAL GATE, TYP.
(2) 21' L (MIN.) 3/8' RODS W/
3" HOOK. iNSTALL r PIPE TO
RECEIVE RODS.
- EXTEND CONCRETE APRON
TO EXISTING ASPHALT PAVING.
SEE SITE PLAN FOR EXTENT.
-CONCRETE APRON TO BE
FLUSH WITH EXISTING ASPHALT
PAVING.
3/4" DIA. X 12' DEEP PIPE
SLEEVES EMBEDDED IN CONCRETE
FOR CANE RODS TO HOLD DOORS
IN OPEN AND CLOSED POSITIONS.
- 6" DIAMETER PIPE BOLLARD
FILLED SOLID WITH GROUT AND
PAINTED SAFETY YELLOW.
- ALLIGN CENTERLINE OF
BOLLARD WITH EDGE OF CMU.
A
0
I
8" CONCRETE BLOCK WALL 6
-- - A-03
A-15 VERTICAL ® 32' O.C. -
-- - - - - - - - - - - - - - - - -
Li Li
I I
_a- o I o
`n I I Cn -- -
3-YARD TRASH BIN,
- _ - 6'-9"w X 4'-1 "d X 4'11 "h I c0
I I -
- 3'-1" 3'-1"
6" DIAMETER PIPE BOLLARD
FILLED SOLID WITH GROUT AND
PAINTED SAFETY YELLOW.
- i-
NOTE:
REFER TO SITE PLAN FOR
DUMPSTER LOCATION.
14'-8"
6
FLOOR PLAN FOUNDATION PLAN
SCALE: 1 /4 - 1 2 0 SCALE: 1 /4 - 1 -0
14'-8"
METAL DRIP
RECEIVE RODS.
rVTr\111 AA\IAr%rTr •PV1A\1
METAL DRIP
:INFORCED 6'-0" HIGH, 8" CONC.
.00K WALL WITH 5/8' STUCCO
VISH BOTH SIDES (PAINTED TO
kTCH BANK BUILDING).
ff8%I.JACKFILL
/8' ADJUSTABLE HINGE
YPIICAL 4 LOCATIONS)
,4) 31 1 1/2' X 3/8" WITH (2) I
3/8' BOLTS
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET J 27 2011
STATE OF FLORIDA AR-0094103
MOHAMED SHALABY, R.A. AA-CO01315
Architect • Seal/Signature
Construction Documents for:
BAT*& OF ANMUCA
at:
ZEPHYRHILLS DUMPSTER
PAD & ENCLOSURE
5632 GALL BOULEVARD
FT. LAUDERDALE, FLORIDA 33542
Issue Date & Issue Description Drawn By Checked By
C
j
Date & Delta Description Drawn By Checked By
1 06 2311 DRL AS
PERMIT SET
r
1
Client Information
C.B. RICHARD ELLIS
100 N. WESTSHORE, 2ND FLOOR
TAMPA, FL. 33609
OFFICE: 813-384-3670
CONTACT: NICOLE GLASS
Project Number
11158
CAD File Name
BOA- ZEPHYRHILLS DUMSTER PAD & ENCLOSURE
Description
FOUNDATION PLAN,FLOOR PLAN,
EXTERIOR ELEVATIONS
Scale
1/16" =1'-0"
Consultant • Seal/Signature
A=02
WALL / FOOTING DETAIL 5 ELEVATION„ 4 ELEVATION„
3
SC9.LE., N.T.S. SCALE. 1 /2 - 1 0 SCALE. 1 /2 - 1 0
METAL COPING WITH
INTEGRATED FLASHING
GROUT, SOLID
VERTICAL REINFORCING
8" CONCRETE CMU BLOCK, PTD. -'1-1
n
6" STEEL BOLLARD
42" HIGH
1/2" EXPANSION JOINT
MATERIAL
I I
ED
4
FASTENERS
7/8" CEMENT PLASTER
WITH FINISH COAT
SELF FURRING LATH
FASTENED TO CMU
BLOCK
-#5 VERTICAL @
32"OC IN SOLID
GROUTED CELLS.
-F'M =1500 PSI =
GROUT STRENGTH o
3000 PSI
42' LAP SPLICE
(3)-#5 CONT., ( 2 BOT),
(1) TOP
4
A
61/
"
9"
5
A-03
1/2"
O
N
1
(TYP)
a
/2
3"
/4"
(
3/4"
PICAL
3/8"0 BOLTS
(TYP)
2'-8"
�1
c
GATE LATCH, TYP.
SCALE. 3 1 0 WS TRASH
NOTES
1.3" X 3" SQUARE STEEL TUBE W/ DRIVE ON CAPS
2.1 1/2" X 1 1/2" SQUARE STEEL TUBE. SHOP WELD ALL JOINTS.
3. 5/8"ADJUSTABLE HINGE. (TYPICAL 4 LOCATIONS).
4.6"X 2" X 1/2" FLAT HINGE TAB EXTENDED THROUGH AND WELDED TP POST & BACK.
5. ADJUSTING NUTS AND WASHERS.
2
co _
ADJUSTABLE
HINGE DETAIL, TYP.
HINGE TAB
DETAIL
VENEER WALL
SCALE. 3 1 0
WS TRASH
SCALE. 3 = 1 - 0
WS
TMSH
1 1/2" DIA. x 1/2" SPACER
3/8" DIA. BOLT
1 1/2" x 1 1/2" STEEL TUBING
1" x 8" NOM. LUMBER
10" x 1 1/2" x 3/8" STEEL PLATE
30" LATCH LEVER
(2'-8" x 1 1/2" x 3/8" STEEL PLATE)
3/8" DIA. BOLT
1 1/2" DIA. x 1/2" SPACER
3/8" DIA. BOLT
1 1/2" x 1 1/2" STEEL TUBING
1" x 6" NOM. LUMBER
10" x 1 1/2" x 3/8" STEEL PLATE
30" LATCH LEVER
(2'-8" x 1 1/2" x 3/8" STEEL PLATE)
3/8" DIA. BOLT
1 1/2" DIA. x 1/2" SPACER
1 1 /2" x 1 1 /4" x 3/8" PLATE
WELDED TO FRONT AND REAR
PLATES. MAYBE WELDED TO
SPACER.
31
".1
1= 0.77 WALL SECTION CMU WALL GATE LATCH DETAIL TYP.
WIND PREssuRE= 41.1 PSF ., _ . .. GATE LATCH D ETA I L TYP
SCALE. 3/4 - 1 - 0 WS TRASH SCALE: " = 1 '- _ 5
3 0 WS TUSH SCALE. 3 1- 0 WS TUSH
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945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NE
STATE OF FLORIDA AR-0094103
MOHAMED SHALABY, R.A. AA-CO01315
Architect a Seal/Signature
Construction Documents for:
B O� AM MCA
at:
ZEPHYRHILLS DUMPSTER
PAD & ENCLOSURE
5632 GALL BOULEVARD
FT. LAUDERDALE, FLORIDA 33542
Issue Date & Issue Description Drawn By Checked By
!—\ Date & Delta Description Drawn By Checked Byl
06/23f11_ --- -DRL AS
PERMIT_ SET__ --_
Client Information
C.B. RICHARD ELLIS
100 N. WESTSHORE, 2ND FLOOR
TAMPA, FL. 33609
OFFICE: 813-384-3670
CONTACT: NICOLE GLASS
Project Number
11158
CAD File Name
BOA- ZEPHYRHILLS DUMSTER PAD & ENCLOSURE
Description
MISC. DETAILS AND SECTION
Scale
AS NOTED
NEEN010, I
7417
nn r I
ZEPHYRHILLS BANKING CENTER
SITE ID: FLZEP-000
5632 GALL BLVD.
ZEPHYRHILLS, FL. 33542
ca
7 TH S TREE T (6 0' R /W )
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CLIENT:
C.B. RICHARD ELLIS
100 N. WESTSHORE, 2ND FLOOR
TAMPA, FL. 33609
PH: 813-384-3670
CONTACT: NICOLE GLASS
PROPOSED DUMSTER
ENCLOSURE LOCATION
REMOVE EXISTING WOOD
FENCE DUMPSTER ENCLOSURE AND PAD
EXTEND NEW CONC APRON TO MEET EXISTING
ASPAHLT PAVING
ARCHITECT:
ARCHITECTURAL DESIGN
COLLABORATIVE
945 N. PENNSYLVANIA AVE.
WINTER PARK, FLORIDA 32789
PH: 407 629 1188
CONTACT: Adel Shalaby
CIVIL ENGINEEER:
H & T CONSULTANTS, INC.
9310 OLD KINGS ROAD S., SUITE 1001
JACKSONVILLE, FLORIDA 322257
PH: 904 419 1001
CONTACT: STAN HILL
SCOPE OF WORK:
PROVIDE A NEW DUMPSTER
ENCLOSURE WITH NEW PAD &
GATES
GEIGER ROAD NORTH AVENUE
Bank of Ameri
r I
4
12th AVENUE yur
SHEET INDEX
A-00
A-01
A-02
A-03
C-1
ALL AILS SHALL CO
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ITyOF ATIpNA�EL� FLO�",4LL
ZEp�'RNILLS p �CCpDE�� G
IW`A'CES
APPLICABLE CODES:
FLORIDA BUILDING CODE-2007
NFPA 101, LIFE SAFETY CODE - 2003
NFPA 70 - NATIONAL ELECTRIC CODE -2005
INTERNATIONAL FIRE CODE - 2006
COVER SHEET AND SITE PLAN
GENERAL NOTES
FOUNDATION AND FLOOR PLANS
MISCELLEANOUS DETAILS AND SECTION
SITE PLAN - DUMPSTER ADDITION
qT
- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - _t.,q�y"pHy i�
U.S. HIGHWAY 301 (60y R/W)Ny�<<S
N
PROPOSED SITE PLAN
}
SCALE: 1 /16" = 1'-0" RELEASED FOR CONSTRUCTION AmOO
#11158 BOA ZEPHYRHILLS
GENERAL NOTES & CONDITIONS
GENERAL NOTES (CONT.)
CONSTRUCTION PLAN NOTES(CONT.)
SPECIFICATIONS FOR GENERAL CONTRACTORS PERFORMING WORK
FOR BANK OF AMERICA
1.19 ANY ITEM OF WORK NECESSARY TO THE PROPER
2.9 ALL EXISTING HOLES/CRACKS IN SLAB AND THOSE
COMPLETION OF CONSTRUCTION WHICH IS NOT
RESULTING FROM THE CONSTRUCTION PROCESS
SHALL BE FlLLED/REPAIRED AND THE SURFACE
1.0 TENANT- BANK OF AMERICA C 0 CBRE-RICHARD EWS
SPECIFICALLY COVERED IN THESE DOCUMENTS SHALL
BE PERFORMED IN A MATTERS DEEMED GOOD
PATCHED SMOOTH AND LEVEL WITH ADJACENT
LANDLORD -BUILDING OWNER/REPRESENTATIVE
GC -GENERAL CONTRACTOR.
PRACTICE OF THE TRADE INVOLVED.
FLOOR SURFACE, IN A MANNER ACCEPTABLE TO
THE ARCHITECT. CONTRACTOR SHALL MAINTAIN FIRE
RATING WHEN FILING HOLES, ETC.
1.1 UPON COMPLETION OF THE JOB, THE CONTRACTOR
1.20 USE AND INTERPRETATION OF THIS DRAWING
2.10 HARDWARE SHALL BE PROVIDED BY GC AS
PROVIDE THE OWNER AND ARCHITECT WITH:
A. GENERAL CONDITIONS OF THE CONTRACT FOR
SPECIFIED. SEE MILLWORK DETAILS AND NOTES
A. AS -BUILT PLANS.
CONSTRUCTION, AIA DOCUMENT A201, ARE A PART
FOR SCOPE OF HARDWARE.
B. RELEASE OF LIENS FOR ALL SUB -CONTRACTORS.
OF A CONTRACT DOCUMENT AS DESCRIBE USE AND
2.11 ALL SUBSTITUTIONS, I.E., "EQUALS" MUST BE
C. A FINAL RELEASE OF LIENS FROM THE GENERAL
INTENT OF THE DRAWINGS. THE CONTRACT
SUBMITTED TO ARCHITECT PROJECT MANAGER FOR
WRITTEN APPROVAL PRIOR TO SUBSTilU110N BEING
CONTRACTOR.
DOCUMENTS INCLUDE NOT ONLY THE DRAWINGS,
MADE.
D. THE ORIGINAL BUILDING PERMIT PLANS WITH THE ORIGINAL
BUT ALSO THE OWNER -CONTRACTOR AGREEMENT,
FINISH NOTES
INSPECTOR'S SIGNATURES.
CONDITIONS OF THE CONTRACT, THE SPECIFICATIONS,
1.2 TENANT WILL NOT BE RESPONSIBLE FOR:
ADDENDA AND MODIFICATIONS ISSUED AFTER
EXECUTION OF THE CONTRACT. THESE CONTRACT
A. SECURITY OF MATERIALS OF WORK IN PLACE.
DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS
B. AIR CONDITIONING WORK NOT BEING PROPERLY
REQUIRED BY ANYONE SHALL BE BINDING AS IF
PERFORMED TO ALLOW FOR PROPER COOLING OF THE
LEASED PREMISES UNLESS ALL AIR CONDITIONING WORK
REQUIRED BY ALL WORK NOT COMPLETELY
6.1 ALL FINISH MATERIAL INDICATED TO BE PROVIDED AND
INSTALLED BY G.C. UNLESS OTHERWISE NOTED IN FINISH
IS DONE IN COORDINATION WITH THE BUILDING
DELINEATED HEREON SHALL BE CONSTRUCTED OF
THE SAME MATERIALS AND DETAILED SIMILARLY
SCHEDULES, ON FINISH PLAN.
ENGINEERING STAFF.
AS SHOWN MORE COMPLETELY ELSEWHERE IN
C. WARRANTY REPAIRS.
THE CONTRACT DOCUMENTS.
6.2 GC AND VENDORS SHALL DETERMINE AVAILABILITY OF
D. WINDOW BREAKAGE DURING CONSTRUCTION.
ALL FINISH MATERIALS. ANY DELIVERY SCHEDULE
E. WORK STOPPAGES DUE TO WORK INTERFERING WITH
B. BY USE OF THE DRAWINGS FOR CONSTRUCTION
THAT POTENTIALLY MAY CAUSE COORDINATION
OTHER TENANTS.
OF THE PROJECT THE TENANT AND LANDLORD
PROBLEMS DURING THE FINAL STAGES OF
F. DELAYS DUE TO CHANGE ORDERS
REPRESENTS THAT THEY HAVE REVIEWED AND
CONSTRUCTION/INSTALLATION SHALL BE BROUGHT
EN
G. ARCHHITECTQS AND TENANTYS REPRESENTATIVES
AND
TO ATTENTION OF ARCHITECT , EARLY ON, FOR POSSIBLE
REEVALUATION OF MATERIAL DESIGNATION.
AGREEING
CONSTRUCTION DOCUMENT PHASE OF EEPROJECT
TO THE DEGREE OF COMPLETION. TEN PERCENT (10%)
IS COMPLETE. THE CONTRACTOR REPRESENTS
6.3 A MINIMUM QUANTITY OF TWO 2) 1'-0" X V-0"
FINISH SAMPLES OF ALL SPECIFIED FINISHES AND
OF EACH DRAW WILL BE HELD AS A RETAINER UNTIL
THAT HE HAS VISITED THE SITE, FAMILIARIZED
THE JOB IS COMPLETED, INCLUDING PUNCH UST ITEMS,
HIMSELF WITH THE LOCAL CONDITIONS, VERIFIED
SdHMT STOCK CUTTINGS OF ALL SPECIFIED WALL -
RELEASES OF LIEN, AND ACCEPTANCE OF THE SPACE
FIELD DIMENSIONS AND CORRELATED HIS
COVERINGS SHALL BE PROVIDED FOR APPROVAL
BY BOTH THE TENANT AND ARCHITECT.
OBSERVATIONS WITH THE REQUIREMENTS OF THE
EMO TO ORDERING.
1.3 THE CONTRACTOR WILL
CONTRACT DOCUMENTS.
6.4 GC, ALL VENDORS/SUBCONTRACTORS ARE RESPONSIBLE
C. THE CONTRACT SUM AND THE CONTRACT TIME
FOR FIELD VERIFICATION OF ALL DIMENSIONS, QUANTITIES
SECURE THE NECESSARY BUILDING PERMITS AND INSPECTIONS.
MAY BE CHANGED ONLY BY CHANGE ORDER TO
ETC., OF THEIR RESPECTIVE WORK.
INDEMNIFY AND KEEP HARMLESS THE OWNER FROM ALL
LOSSES, DAMAGES, LIABILITIES, AND EXPENSES WHICH MAY
THE CONTRACTOR SIGNED BY THE TENANT AND THE
ARCHITECT. ANY WORK PERFORMED IN VARIANCE
GC SHALL BE RESPONSIBLE FOR SUPPLYANSTALLATION
ARISE OR BE CLAIMED AGAINST TENANT AND BE IN FAVOR
WITH THE CONTRACT DOCUMENTS AND NOT COVERED
OF WOOD BLOCKING/GROUNDS ABOVE CEILING AS
NECESSARY FOR VERTICAL BONDS, DRAPERIES, ETC.,
OF ANY PERSONS, FIRMS, OR CORPORATIONS FOR ANY
BY THE ARCHITECT'S WRITTEN ORDER FOR A MINOR
(UNLESS OTHERWISE NOTED)
INJURIES OR DAMAGES TO THE PERSON OR PROPERTY OF
CHANGE IN THE WORK OR A CHANGE ORDER, WILL
ANY PERSONS, FIRMS, OR CORPORATION CONSEQUENT UPON
NOT BE ACCEPTED.
OR ARISING FROM THE CONSTRUCTION, USE, OR OCCUPANCY
BY THE NTRACTOR
UPON OR ARISE G FROM ANY ANEGLECTNT
CTTS. OMISSIONS,
D. AS INSTRUMENTS OF SERVICE, ALL DRAWINGS.
GENERAL DEMOLITION NOTES:
FAULT OF THE CONTRACTOR , HIS AGENTS, SERVANTS,
EMPLOYEES, LICENSEES, VISITORS, CUSTOMERS, PATRONS,
SPECIFICATIONS AND COPIES THEREOF FURNISHED BY
OR INVITEES, OR CONSEQUENT UPON OR ARISING FROM THE
THE ARCHITECT ARE HIS SPECIFICATIONS AND
PROPERTY. THEY ARE TO BE USED ONLY FOR THIS
CONTRACTOR'S FAILURE TO COMPLY WITH ANY LAWS
STATUTES, ORDINANCES, CODES, OR REGULATIONS; THAT THE
PROJECT AND ARE NOT TO BE USED ON ANY OTHER
1 ALL DEMOLITION, RENOVATION, AND CONSTRUCTION TO COMPLY WITH
NFPA 241.
OWNERS SHALL NOT BE LIABLE TO THE CONTRACTOR FOR
PROJECT. CHANGES TO THE DRAWINGS NOT TO BE
DAMAGES, LOSSES OR INJURIES TO THE PERSONS, FIRMS
USED ON ANY OTHER PROJECT. CHANGES TO THE
5 19 DEBRIS SHALL BE REMOVED FROM THE SITE DAILY.
OR CORPORATIONS EXCEPT WHEN SUCH INJURY, LOSS, OR
DRAWINGS MAY ONLY BE MADE BY THE ARCHITECT.
DAMAGE RESULTS FROM NEGLIGENCE OF THE OWNER, HIS
ANY SUBMISSION OR DISTRIBUTION WITHOUT THE
AGENTS, OR EMPLOYEES, AND THAT THE CONTRACTOR WILL
EXPRESS WRITTEN CONSENT OF THE ARCHITECT
IDEMNIFY AND KEEP HARMLESS THE OWNERS AND BE IN
MAY BE CONSTRUED AS DEROGATION OF THE
FAVOR OF ANY PERSONS FIRMS OR CORPORATIONS FOR ANY
INJURIES OR DAMAGES Tb THE PERSON, OR THE PROPERTY
ARCHITECT COPYRIGHT OR OTHER RESERVED RIGHTS.
OF ANY PERSONS, FIRMS OR CORPORATIONS WHERE SAID
INJURIES
AS A RESULT OF THE HEUNEGLIGENCE OF LEASED THE
1.21 ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE
CONTRACTOR, HIS AGENTS, EMPLOYEES,SERVANTS, LICENSEES,
WITH ACCESSIBILITY GUIDELINES AS SET FORTH IN
VISITORS, CUSTOMERS, PATRONS, AND INVITEES. ALL
THE FLORIDA BUILDING CODE 2007.
PERSONAL PROPERTY PLACED OR MOVED INTO OR OUT OF
THE CONTRACTOR AND SUBCONTRACTORS
THE BUILDING SHALL BE AT THE RISK OF THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION
OR THE OWNER THEREFORE AND THE OWNERS SHALL NOT
OF SUCH.
BE LIABLE TO THE CONTRACTOR FOR ANY DAMAGE
TO ANY PERSONAL PROPERTY.
1.4 THE CONTRACTOR WILL CONFINE THE CONSTRUCTION DEBRIS
AND DUST TO THE CONSTRUCTION AREA, AWAY FROM
COMPLETED TENANT SPACE OR COMMON AREAS, ALL AREAS
OF THE BUILDING, ESPECIALLY ACCESS AREAS AND COMMON
AREAS, ARE TO BE MAINTAINED IN A CLEAN AND ORDERLY
FASHION. THE CONTRACTOR IS TO TURN THE IMPROVED
PREMISES OVER THE PROPERTY MANAGER IN A CLEAN
CONDITION, READY FOR OCCUPANCY BY THE TENANT.
1.5 THE CONTRACTOR WILL REMOVE ALL TRASH AND DEBRIS,
INCLUDING EXCESS MATERIALS FROM THE CONSTRUCTION SITE
AND THE BUILDING AND NO UNREASONABLE ACCUMULATION
BE ALLOWED.
1.6 THE CONTRACTOR WILL COORDINATE THE DELIVERY OF
MATERIALS AND THE USE OF THE FREIGHT ELEVATOR AND
REMOVAL OF DEBRIS WITH THE PROPERTY MANAGER
1.7 THE CONTRACTOR IS RESPONSIBLE FOR ALL PARKING
CHARGES OF HIS EMPLOYEES, SUB -CONTRACTORS, AND
VENDORS.
1.8 THE CONTRACTOR WILL SUBMIT ALL CHANGES ORDERS TO
THE ARCHITECT FOR APPROVAL AND THE BLUEPRINTS ARE
TO BE REVISED ACCORDINGLY.
1.9 THE CONTRACTOR WILL EXERCISE ALL DUE DILIGENCE IN
MAINTAINING IN A SAFE WORKING ENVIRONMENT AND TO
ABIDE BY ALL OSHA REGULATIONS.
1.10 UPON COMPLETION, THE CONTRACTOR WILL REMOVE ALL
FOREIGN MATERIALS FROM WINDOWS, FLOORS, GLASS,
HARDWARE AND RESTROOM FIXTURES.
CONSTRUCTION PLAN NOTES
1.11 THE CONTRACTOR WILL NOT UNDULY DISTURB THE PEACEFUL
ENJOYMENT OF ANY TENANTS IN THE BUILDING.
ALL DRILLING THROUGH THE CONCRETE FLOOR SLAB IS TO BE
2.1 PRIOR TO START OF CONSTRUCTION, GC SHALL
SCHEDULED WITH THE PROPERTY MANAGER. ALL PLUMBING
COORDINATE SCHEDULING OF MEETING WITH HIS
INSTALLATIONS REQUIRING ACCESS TO OTHER AREAS OF THE
PROJECT PERSONNEL, THE BUILDING/LANDLORD
BUILDING WET COLUMN WILL BE COORDINATED WITH THE
REP(S_). ARCHITECT PROJECT MANAGER, OTHERS, FOR
PROPERTY MANAGER.
REVIEW OF PROJECT SCOPE DESIGN INTENT,
1.12 THE CONTRACTOR WILL INSTALL CONSTRUCTION AIR
DISCUSSION OF DR DRLITY AWINGS/DETAILS/QUESTIONS.
CONDITIONING FILTERS IN ALL RETURN AIR DAMPERS IN
2.2 DIMENSIONS ON DRAWINGS ARE FINISH FACE TO
THE DEMISING WALLS IN ORDER TO PREVENT CONSTRUCTION
FINISH FACE OF PARTITIONS, COLUMNS, ETC., OR TO
DUST FROM ENTERING THE MAIN AIR CONDITIONING SYSTEM.
WHERE SHOWN, UNLESS OTHERWISE NOTED.
DO NOT SCALE DRAWINGS
1.13 THE CONTRACTOR IS TO PROVIDE TO ARCHITECT FIVE COPIES
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
OF ALL SHOP DRAWINGS, PRODUCT INFORMATION SUBMITTALS,
GRAPHIC REPRESENTATION. DETAIL DIMENSIONS
AND ALL OTHER SUBMITTALS REQUIRED FOR REVIEW, ETC. AT
TAKE PRECEDENCE OVER PLAN DIMENSION.
LEAST TWO (2) OF THE ABOVE COPIES SHALL BE ORIGINALS.
2.3 GC SHALL BE RESPONSIBLE FOR FIELD MEASURING
OF EXISTING CONDITIONS PRIOR TO START OF WORK
1.14 THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY
AND DURING CONSTRUCTION, AS NECESSARY, TO
ASSURE CONSTRUCTION ADHERENCE TO
ALL CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID.
DRAWINGS. BY ENTERING INTO A CONSTRUCTION
1.15 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE
CONTRACT FOR THIS WORK, GC SHALL INDICATE HIS
FAMILIARITY WITH THE SITE/FIELD, CONDITIONS.
FIELD. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT
PRIOR TO THE COMMENCING OF THE WORK IN THE AREA
A. ALL 'HOLD' OR CLEAR DIMENSIONS SHALL BE
IN QUESTION.
MONITORED TO ASSURE CORRECTNESS.
B. ANY DIMENSION REVISIONS/MODIFICATIONS ARE
1.16 ALL WORK SHALL BE DONE IN ACCORDANCE TO THE LATEST
TO BE BROUGHT TO ATTENTION ARCHITECT
EDITION OF THE FLORIDA BUILDING CODE 2000 AND ANY
PROJECT MANAGER FOR REVIEW/APPROVAL
OTHER APUCABLE CODE.
2.4 ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM
"BENCH MARK" OR OTHER SIMILAR WIDE ESTABLISHED
1.17 IMPACT FEES, WATER AND SEWER CONNECTION FEES AND
PRIOR TO START OF CONSTRUCTION. HIGH POINTS,
DEPOSITS FOR PERMANENT UTILITY SERVICES SHALL BE PAID
FOR THE BY OWNER. THE CONTRACTOR SHALL NOTIFY THE
LOW POINTS, IRREGULARITIES IN FLOOR SLAB,
PARTICULARLY, WHICH�919 ANY WAY AFFECT
FABRICATION NSTALL WORK OF OTHER TRADES
ARCHITECT AND/OR THE OWNER WHEN THESE FEES APPLY
OR VENDOR E.G., CABINET CONTRACTORS), SHALL
PRIOR TO THE START OF THE CONSTRUCTION OF THIS
BE BROUGHT 0 ATTENTION OF ARCHITECT.
PROJECT.
A. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2"
FOR EVERY 10'-0" IN EVERY DIRECTION WILL
1.18 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL
REQUIRED LEVELING OF SLAB BY G.C. OR
PREFABRICATED ITEMS OF THE WORK INCLUDING BUT NOT
LANDLORD AS PREDICATED BY FINAL LEASE
AGREEMENT. LEVELING OF SLAB TO BE DONE
LIMITED TO THE FOLLOWING:
READY TO RECIEVE ARCHITECT FLOOR FINISHES,
ATM, STOREFRONT DOORS, CABINETS, AIR CONDITIONING
I.E. VYNIL TILE, CARPETING, ETC. GENERAL
ETC. THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S
CONTRACTORS TO VERIFY SLAB CONDITION
ARCHITECT'S WRITTEN APPROVAL OF SHOP DRAWINGS PRIOR
PRIOR TO BID SUBMISSION.
TO THEIR FABRICATION. SAMPLES SHALL BE SUBMITTED
BY CONTRACTOR UPON REQUEST.
2.5 GC SHALL DEMOLISH EXISTING PARTITION AND
VARIOUS OTHER ELEMENTS AS INDICATED ON PLAN
AND COORDINATE THE REMOVAL OF ALL RELATED
ELECTRICAL SERVICE, PLUMBING AND ALL OTHER
APPURTENANCES INCLUDED THEREIN, REFER TO
GENERAL DEMOLITION NOTES.
2.6 GC SHALL BE RESPONSIBLE FOR THE REMOVAL OF
ALL CONSTRUCTION DEBRIS AND FOR THE RETURN
OF ANY BUILDING STANDARD COMPONENTS IF
REQUESTED BY THE BUILDING MANAGEMENT
UNLESS OTHERWISE NOTED ON CD'S
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET �jJN a7 ZO11
STATE OF FLORIDA AR-0094103
MOHAMED SHALABY, R.A. AA-CO01315
Architect . Seal/Signature
Construction Documents for:
BAP*& OF CA
at:
ZEPHYRHILLS DUMPSTER
PAD & ENCLOSURE
5632 GALL BOULEVARD
FT. LAUDERDALE, FLORIDA 33542
Issue Date & Issue Description Drawn By Checked By
0
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Date & Delta Description Drawn By Checked By
06 23 11 DRL- AS
PERMIT SET
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Client Information
C.B. RICHARD ELLIS
100 N. WESTSHORE, 2ND FLOOR
TAMPA, FL. 33609
OFFICE: 813-384-3670
CONTACT: NICOLE GLASS
Project Number
11158
CAD File Name
BOA- ZEPHYRHILLS DUMSTER PAD & ENCLOSURE
Description
GENERAL NOTES
Scale
1/81,=1'-0"
Consultant • Seal/Signature
6" DIAMETER PIPE BOLLARD —
FILLED SOLID WITH GROUT AND
PAINTED SAFETY YELLOW.
AWGN CENTERLINE OF
BOLLARD WITH EDGE OF CMU,,
2
0
I
3/4" DIA. X 12' DEEP PIPE
SLEEVES EMBEDDED IN CONCRETE
FOR CANE RODS TO HOLD DOORS
IN OPEN AND CLOSED POSITIONS.
13'-4"
CLEAR OPENING
(2) 6'-4" X 6'-0" DECORATIVE
OPAQUE METAL GATE, TYP.
(2) 21" L (MIN.) 3/8" RODS W/
3" HOOK. iNSTALL r PIPE TO
RECEIVE RODS.
—
8" CONCRETE BLOCK WALL
15 VERTICAL ® 32"
O.C.
- --
--
-------- ---
-
a_
I
-
o
I
I
I
3-YARD TRASH BIN,
=
I
6'-9"w X 4'-1 "d X 4' 11 "h
-
3'-1"-----------------
I
-
6" DIAMETER PIPE BOLLARD
FILLED SOLID WITH GROUT AND
PAINTED SAFETY YELLOW.
" I i I 10 1 1 I 1 11 1- I i • I I I
NOTE:
REFER TO SITE PLAN FOR
DUMPSTER LOCATION.
14'-8"
w
0
J
co
S-1"
-
— EXTEND CONCRETE APRON
TO EXISTING ASPHALT PAVING.
SEE SITE PLAN FOR EXTENT.
—CONCRETE APRON TO BE
FLUSH WITH EXISTING ASPHALT
PAVING.
3/4" DIA. X 12' DEEP PIPE
SLEEVES EMBEDDED IN CONCRETE
FOR CANE RODS TO HOLD DOORS
IN OPEN AND CLOSED POSITIONS.
— 6" DIAMETER PIPE BOLLARD
FILLED SOLID WITH GROUT AND
PAINTED SAFETY YELLOW.
— ALLIGN CENTERLINE OF
BOLLARD WITH EDGE OF CMU.
rvTrun nnunnrTr ♦nnnu
FLOOR PLAN 2 FOUNDATION PLAN 1
SCALE: 1 /4 — 1 0 SCALE. 1 /4 — 1 0
METAL DRIP
RECEIVE RODS.
METAL DRIP
.INFORCED 6'-0" HIGH, 8" CONC.
.00K WALL WITH 5/8" STUCCO
VISH BOTH SIDES (PAINTED TO
kTCH BANK BUILDING).
OOORFJ.IJACKFILL
18" ADJUSTABLE HINGE
YPIICAL 4 LOCATIONS)
(4) 31 1 1 /2" X 3/8" WITH (2)
3/8" BOLTS
WALL / FOOTING DETAIL 5 ELEVATION„ 4 ELEVATION„
3
SCALE:N . T. S. SCALE. 1 /2 — 1 0 SCALE. 1 /2 — 1 — 0
DESIGN
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NEI
2011
STATE OF FLORIDA AR-0094103
MOHAMED SHALABY, R.A. AA- C001315
Architect • Seal/Signature
■
Construction Documents for:
B OF A A /I E WA
at:
ZEPHYRHILLS DUMPSTER
PAD & ENCLOSURE
5632 GALL BOULEVARD
FT. LAUDERDALE, FLORIDA 33542
Issue Date & Issue Description Drawn By Checked By
z -
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Date & Delta Description Drawn By Checked By
1 06"2 /11 DRL AS_
PERMIT SET
Client Information
C.B. RICHARD ELLIS
100 N. WESTSHORE, 2ND FLOOR
TAMPA, FL. 33609
OFFICE: 813-384-3670
CONTACT: NICOLE GLASS
Project Number
11158
CAD File Name
BOA- ZEPHYRHILLS DUMSTER PAD & ENCLOSURE
Description
FOUNDATION PLAN,FLOOR PLAN,
EXTERIOR ELEVATIONS
Scale
1/16" =1'-0"
■
Consultant a Seal/Signature
METAL COPING WITH
INTEGRATED FLASHING
GROUT, SOLID
VERTICAL REINFORCING
8" CONCRETE CMU BLOCK, PTD.
n
6" STEEL BOLLARD
42" HIGH
1/2" EXPANSION JOINT
MATERIAL
ZD
FASTENERS
7/8" CEMENT PLASTER
WITH FINISH COAT
SELF FURRING LATH
FASTENED TO CMU
BLOCK
—#5 VERTICAL @
32"OC IN SOLID
GROUTED CELLS.
—F'M =1500 PSI
GROUT STRENGTH 9
3000 PSI
42' LAP SPLICE
WALLSECTION @ CMU WALL
SCALE. 3/4„ — 1'- 0 WS TRASH 6
1
4
A-03
61/
"
9"
r5k"16,
A-03
1/2"
U6
O
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ol 1 1
(TYP)
F J
I
Q
/2
I
3"
/4"
3/4"
PICAL
(
3l1 0 BO
(TYP)
T
GATE LATCH, TYP.
SCALE. 3 1 0 6—TRASH
NOTES
1.3" X 3" SQUARE STEEL TUBE W/ DRIVE ON CAPS
2.1 1/2" X 1 1/2" SQUARE STEEL TUBE. SHOP WELD ALL JOINTS.
3.5/8" ADJUSTABLE HINGE. (TYPICAL 4 LOCATIONS).
4.6"X 2" X 1/2" FLAT HINGE TAB EXTENDED THROUGH AND WELDED TP POST & BACK.
5. ADJUSTING NUTS AND WASHERS.
2
co
ADJUSTABLE
HINGE DETAIL, TYP.
2
HINGE TAB
DETAIL
VENEER WALL
SCALE. 3 1 0
WS TRASH
SCALE. 3 1 0
WS_TRASH
1 1/2"DIA. x 1/2" SPACER
3/8" DIA. BOLT
1 1/2" x 1 1/2" STEEL TUBING
1" x 8" NOM. LUMBER
10" x 1 1/2" x 3/8" STEEL PLATE
30" LATCH LEVER
(2'-8" x 1 1/2" x 3/8" STEEL PLATE)
3/8" DIA. BOLT
1 1/2" DIA. x 1/2" SPACER
GATE
LATCH
'-
DETAIL TYP.
4
GATE LATC
'-
SCALE: 3" = 1 0"
WS TR�SH
SCALE: 3"
= 1 0"
3/8" DIA. BOLT
1 1/2" x 1 1/2" STEEL TUBING
1" x 6" NOM. LUMBER
10" x 1 1/2" x 3/8" STEEL PLATE
30" LATCH LEVER
(2'-8" x 1 1/2" x 3/8" STEEL PLATE)
3/8" DIA. BOLT
1 1/2" DIA. x 1/2" SPACER
1 1/2" x 1 1/4" x 3/8" PLATE
WELDED TO FRONT AND REAR
PLATES. MAY BE WELDED TO
SPACER.
31
WS H DETAIL �STYP. 5
TUFM DESIGN
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET
RATIVE
2011
STATE OF FLORIDA AR-0094103
MOHAMED SHALABYI R.A. AA-0001315
Architect • Seal/Signature
Construction Documents for:
B 011F ANIMCA
at:
ZEPHYRHILLS DUMPSTER
PAD & ENCLOSURE
5632 GALL BOULEVARD
FT. LAUDERDALE, FLORIDA 33542
Issue Date & Issue Description Drawn By Checked By
FEDate & Delta Description Drawn By Checked By
06 23 11 DRL _AS_—__
PERMIT SET
Client Information
C.B. RICHARD ELLIS
100 N. WESTSHORE, 2ND FLOOR
TAMPA, FL. 33609
OFFICE: 813-384-3670
CONTACT: NICOLE GLASS
Project Number
11158
CAD File Name
BOA- ZEPHYRHILLS DUMSTER PAD & ENCLOSURE
Description
MISC. DETAILS AND SECTION
Scale
AS NOTED