CO
VE
R S
HE
ET
CV
PARK AVE PLAZA
201 N.E. 44TH STREET
OAKLAND PARK, FLORIDA
FOLIO #: 494215-03-4440
SHEET SCHEDULE
SHEET DESCRIPTION
CV COVER SHEET
SP-1 SITE PLANS
SP-2 SITE DETAILS
A-1.1 FLOOR PLAN
A-2.1BUILDING ELEVATIONS
DRC DOCUMENT SET
A-3.1ROOF PLAN
SURVEY PROPERTY SURVEY
PRINT DATE:
SHEET # :
PERMIT ISSUE:
DATE:
/
/
/
/
/
REVISIONS:
1.
2.
3.
4.
5.
PROJECT # :
16.001
P.E. 38553ABE BORUJERDI, P.E.
APPROVED SEAL/SIGNATUREPHONE: (954) 739-5099
Miami: 305.681.5563
Palm Beach: 561.243.3939
1842 East Oakland Park Blvd.
AMERICAN
Certificate of Authorization # 4732
Fort Lauderdale, Florida 33306
Fort Lauderdale: 954.739.5099
BUILDINGENGINEERS
2018 THESE PLANS AND THE INFORMATION
SHOWN HEREIN ARE THE PROPERTY OF A.B.E.
INC., ANY REPRODUCTION, DISCLOSURES OR
USE THERE OF IN WHOLE OR PART IS
EXPRESSLY PROHIBITED WITHOUT WRITTEN
PERMISSION
L-1
LANDSCAPE PLANS
PH-1PHOTOMETRIC PLAN
IR-1IRRIGATION PLAN
IR-2 IRRIGATION LEGEND, NOTES, AND DETAILS
C-1
C-2
DRAINAGE PLAN
PAVING AND DRAINAGE / DETAILS
GENERAL NOTES:
1. THE PROPOSED WORK HAS BEEN DESIGNED IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE, COUNTY AND CITY CODES AND
REGULATIONS HAVING JURISDICTION. IF ANY DISCREPANCIES EXIST
BETWEEN THE PLANS/SPECIFICATIONS PREPARED BY THE DESIGNER
AND THE CITY CODE AND/ OF THE CITY STANDARD DETAILS, THE LATER
SHALL GOVERN OR THE MOST STRINGENT.
2. ALL VEGETATION, MUCK, AND ANY DELETERIOUS MATERIAL WITHIN THE
ROW LIMITS OF ALL STREETS AND ALLEYS AND REQUIRED OFF-STREET
PARKING AREAS MUST BE REMOVED AND REPLACED WITH CLEAN FILL
MATERIAL, FREE OF STUMPS, LARGE ROOTS OR OTHER MATTER NOT
SUITABLE FOR INCLUSION IN ROADWAY FILL.
3. ALL APPLICABLE FEDERAL, STATE, COUNTY, DRAINAGE DISTRICT AND
CITY PERMITS FOR CONSTRUCTION OF PAVING, GRADING, DRAINAGE,
WATER, AND SANITARY SEWER SHALL BE OBTAINED PRIOR TO
CONSTRUCTION.
4. OWNERSHIP AND MAINTENANCE OF SANITARY SYSTEM BY THE CITY IS
LIMITED TO THE MAINS FROM MANHOLE TO MANHOLE AND EXPRESSLY
EXCLUDES SEWER LATERAL SERVICES. THE SEWER LATERAL SERVICE
FROM GRAVITY MAIN INTO THE BUILDING IS TO BE MAINTAINED BY THE
PROPERTY OWNER.
5. THE FINISH SURFACE OF BASE COURSE AND THAT OF THE WEARING
SURFACE SHALL NOT VARY MORE THAN 0.04 FOOT FROM THE APPROVED
GRADING PLAN (TEMPLATE) AND ALL AREAS SHALL BE GRADED TO
DRAIN. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE
CORRECTED.
6. THE ASPHALT SURFACE COURSE SHALL NOT BE PLACES UNTIL AS-BUILT
DRAWING OF THE LIMEROCK BASE HAVE BEEN SUBMITTED AND
APPROVED BY THE EOR AND THE CITY ENGINEER OR DESIGNEE.
PARK AVE PLAZA
BUILDING NARRATIVE
The PARK AVE PLAZA IS A 1-STORY COMMERCIAL BUILDING LOCATED
AT 201 NE 44TH STREET, OAKLAND PARK, FLORIDA 33334.
THE DESIGN UTILIZES THE LONG FRONTAGE ALONG PROSPECT ROAD
TO GENERATE HIGH VISIBILITY. LARGE WINDOWS AND CLEAN
CONTEMPORARY DESIGN WILL ACCOMMODATE ONE (1) RETAIL SPACE
AND ONE (1) SHOWROOM TO BE USED BY FUTURE TENANTS.
BEAUTIFUL LANDSCAPING ARE PROVIDED AT THE FRONT, BACK AND
SIDE AREAS WITH A SAFE AND COMFORTABLE ENVIRONMENT,
WHETHER THEY ARRIVE BY CAR OR FOOT.
THE BUILDING'S SECURITY IS PROVIDED BY APPROPRIATE LOCKING
DEVICES, ADEQUATE LIGHTING AND TOTAL SITE VISIBILITY. A
BUILDING TRASH DUMPSTER HAS BEEN PROPOSED AT THE
NORTH-EAST OF THE PROPERTY. TENANT SIGNS WILL BE PROVIDED
ON THE FACADE ALONG BOTH PROSPECT ROAD AND 2ND AVENUE.
THE “PARK AVE PLAZA” WILL BE A PROMINENT AND AESTHETICALLY
PLEASING COMMERCIAL SPACE ALONG PROSPECT ROAD.
PARK AVE PLAZA
NEIGHBORHOOD COMPATIBILITY
1. THE USES: LIGHT WILL NOT PRODUCE ODORS OR EMISSIONS. THE
USES WILL NOT GENERATE UNUSUALLY HIGH NOISE LEVELS.
2. LIGHTING: SITE LIGHTING HAS BEEN DEVELOPED FOR AN ON-SITE
LIFE SAFETY, YET WITHOUT SPELL OVER TO THE ADJACENT
PROPERTIES.
3. THE AESTHETICS INCORPORATE A RESIDENTIAL SCALE.
ARCHITECTURAL DETAILS INCLUDE DECORATIVE COLUMNS WITH
SHADING DEVICES, INTERESTING MASSING AND COLORS,
TEXTURES AND DETAIL DESIGNED IN THE FRONT AND BACK
ELEVATIONS. THE EQUIPMENT IS SCREENED FROM VIEW. THE
TRASH FACILITY IS PLACED SO CAN'T SEE IT FROM THE
RESIDENTIAL ZONED PROPERTIES.
4. SET-BACKS AND BUFFER YARDS HAVE BEEN DEVELOPED IN
ACCORDANCE WITH THE ORDINANCES OF THE CITY OF OAKLAND
PARK.
PARK AVE PLAZA
ADEQUACY REQUIREMENTS
1. THIS SMALL STRUCTURE WILL NOT INTERFERE WITH THE CITY'S
COMMUNICATION NETWORK.
2. ADEQUATE STORM WATER ENGINEERING HAS BEEN PROVIDED.
3. THE PROPERTY DOES NOT CONTAIN ANY ENVIRONMENTALLY
SENSITIVE LANDS.
4. THE BUILDING WILL BE PROVIDED WITH SPRINKLER SYSTEM AND
FIRE EXTINGUISHERS.
5. CRIME PROTECTION CONSIDERATIONS HAVE BEEN INCORPORATED
IN THE SITE AND BUILDING PLANNING. THE ENTIRE SITE WILL BE
LIGHTED DURING THE EVENING HOURS. THE BUILDING DOES NOT
HAVE HIDDEN DARK AREAS; THERE IS FULL VISIBILITY TO ALL
AREAS OF THE SITE. THE BUILDING WILL BE FULLY SECURED FROM
THE EXTERIOR.
6. PORTABLE WATER AND SANITARY SEWER SERVICES ARE AVAILABLE
FROM THE CITY OF OAKLAND PARK.
7. SOLID WASTE CONTAINMENT AREA, "DUMPSTER" HAS BEEN
PROVIDED.
8. THIS SMALL BUILDING WILL NOT CREATE EXCESSIVE ROAD IMPACT
ON PROSPECT ROAD.
AMERICAN BUILDING ENGINEERSARCHITECTURE - ENGINEERING - INTERIOR DESIGN - GENERAL CONTRACTOR
LICENSES # AA26003224, #PE38553, # IB26001734, CGC #044407
1842 E. OAKLAND PARK BLVD. - FORT LAUDERDALE, FL - 33306
(305) 681-5563 FAX (954) 739-5153
Email: [email protected]
www.abeincusa.com
A-4.1WALL SECTIONS
SP-3 SITE PICTURES
SP-4 RENDERINGS
C-3 STAGING PLAN
C-4 UTILITY PLAN
RE
ND
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IN
GS
SP-4
PRINT DATE:
SHEET # :
PERMIT ISSUE:
DATE:
/
/
/
/
/
REVISIONS:
1.
2.
3.
4.
5.
PROJECT # :
16.001
P.E. 38553ABE BORUJERDI, P.E.
APPROVED SEAL/SIGNATUREPHONE: (954) 739-5099
Miami: 305.681.5563
Palm Beach: 561.243.3939
1842 East Oakland Park Blvd.
AMERICAN
Certificate of Authorization # 4732
Fort Lauderdale, Florida 33306
Fort Lauderdale: 954.739.5099
BUILDINGENGINEERS
2018 THESE PLANS AND THE INFORMATION
SHOWN HEREIN ARE THE PROPERTY OF A.B.E.
INC., ANY REPRODUCTION, DISCLOSURES OR
USE THERE OF IN WHOLE OR PART IS
EXPRESSLY PROHIBITED WITHOUT WRITTEN
PERMISSION
L5
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R-1C
B-2
R-1C
111.00'
71.80'
LOT 44
BLOCK 9
VACANT
LOT
Business
District 2
ASPHALT ROADWAY
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PROSPECT ROAD
100' RIGHT-OF-WAY
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Δ=135°38'50"(P)
135°17'40"(C)
R=25.00'
L=59.03'
// // // // // // //
LOT 1
BLOCK 9
Residential R-1C District
(Two Story)
3' DIAMETER
POWER POLE
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FOUND 5/8"
IRON ROD
& CAP NO I.D.
6' WOOD
FENCE
FENCE
CORNER
2.99'-N
10.55'-E
CATCH
BASIN
TRAFFIC SIGN
FIRE HYDRANT
5' EXISTING CONC. WALK
2' EXISTING CONC. GUTTER
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POLE
SET 1/2"
IRON ROD
& CAP
LB 3635
SET NAIL
& DISC
LB 3635
IRRIGATION
PAD
GRASS MEDIAN
8
1
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3
4
'
100.00'
N.E. 44th STREET
WEST BOUND LANES
5
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LAN
DSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
RETAIL #1
1438 SQ/FT
FINISH FLOOR ELEV, 7.8' NAVD
(CEILING HEIGHT +/-16'-0")
SHOWROOM #2
1637 SQ/FT
FINISH FLOOR ELEV, 7.8' NAVD
(CEILING HEIGHT +/-16'-0")
PRIVACY
WALL 8'-0"
1
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33'-2"41'-4"
20'-4"16'-3"
111'-1"
52'-4" 55'-0"
31'-8"
10'-0"
SETBACK
PRO
VID
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20'-O"
TWO WAYS
ASPHALT
DRIVEWAY
HANDICAP RAMPS W/
DETECTABLE
WARNING SURFACES
GROUND SIGNS CANNOT
EXCEED 5FT IN HEIGHT.
SIGN BY A SEPARATE
PERMIT
5'-1"
UTILITY
EASEMENT
2
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58'-4"
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SIGN
5'-0"
GROUND SIGNS CANNOT
EXCEED 5FT IN HEIGHT.
SIGN BY A SEPARATE
PERMIT
PRIVACY
WALL 8'-0"
10'-0"
DISTANCE FROM
ADJACENT DRIVEWAY
50'-0"
FD
OT B.T.L
EXISTING
SEWER
MANHOLE
1
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18'-0"
24" THERMOPLASTIC
STOP STRIPING
24'-0"
BACKIN
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DISTAN
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12'-0"
10'-0"
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11'-4"
3 4 5 6
15'-0"
SETBACK
PROVIDED
2
20'-0"
OPEN
IN
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9'-0"
1
30'-4"
PL PL PLPL
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20' SIGHT
TRIANGLE
20' SIGHT
TRIANGLE
NEW 5' SIDEWALK
CURB
RAMP
1:12
CURB
RAMP
1:12
NEW 5' SIDEWALK
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9'-0"
18'-0"
9'-0"
18'-0"
9'-0"
18'-0"
9'-0"
18'-0"
30" X 30"
HANDICAP
SIGN
11'-4"
10'-0"
10'-4"
10'-4"
10'-0"
10'-0"
5'-0"
24'-0"
9'-6"
18'-0"
W-1.1
C.R#2
C.R#1
SP-1
SITE STATISTICS:
SET BACKS REQUIRED: SET BACKS PROVIDED:
BUILDING:
PARKING:
HEIGHT OF BUILDING:
EXISTING: PROPOSED:
FOLIO #: 494215-03-4440
201 N.E. 44th ST
COMMERCIAL ZONING B-2 COMMERCIAL ZONING B-2
10'-0" FRONT 10'-0" FRONT
10'-0" CORNER VARIES CORNER (SEE SITE PLAN)
15'-0" AT REAR 58'-4" AT REAR
0'-0" SIDE 15'-0" SIDE (EAST)
SITE: 11,397 SF .26 ACRES
BUILDING COVERAGE: 3,107 SF 27.26%
SIDEWALKS: 612 SF 5.36%
VEHICULAR: 4,020 SF 35.28%
DUMPSTER ENCLOSURE: 113 SF 1.10%
LANDSCAPING: 3,540 SF 31.00%
TOTAL 11,397 SF 100.0%
LANDSCAPE
PERVIOUS AREA 3,540 SF 31.0%
IMPERVIOUS AREA 7,857 SF 69.0%
RETAIL SPACE 1,438 SF
SHOWROOM SPACE 1,637 SF
VEHICULAR USE AREA IN SF. = 4,020 SF 35.28%
OPEN SPACE IN SF.
LANDSCAPE = 3,540 SF 31.0%
SIDEWALKS = 612 SF 5.36%
RETAIL SPACE 1,438/300 = 4.79 PARKING REQUIRED
SHOWROOM SPACE 1,637/800 = 2.04 PARKING REQUIRED
6.83 PARKING REQUIRED
PARKING PROVIDED: 7 SPACES PROVIDED: 6 STANDARD 1 HANDICAPPED
TO TOP OF ROOF 19'-0" FT
ALL MECHANICAL EQUIPMENT SHALL BE FULLY HIDDEN FROM STREET
SIT
E P
LA
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CURRENT USE
SCALE: NTS
L5 LOW DENSITY RESIDENTIAL (UP TO 5DU/AC)
C COMMERCIAL
LAND USE DESIGNATION
PROJECT
LOCATION
B-1 COMMUNITY BUSINESS
B-2 GENERAL BUSINESS
R-1C ONE FAMILY DETACHED DWELLING
I-1 LIGHT INDUSTRIAL
PROJECT
LOCATION
PRINT DATE:
SHEET # :
PERMIT ISSUE:
DATE:
/
/
/
/
/
REVISIONS:
1.
2.
3.
4.
5.
PROJECT # :
16.001
P.E. 38553ABE BORUJERDI, P.E.
APPROVED SEAL/SIGNATUREPHONE: (954) 739-5099
Miami: 305.681.5563
Palm Beach: 561.243.3939
1842 East Oakland Park Blvd.
AMERICAN
Certificate of Authorization # 4732
Fort Lauderdale, Florida 33306
Fort Lauderdale: 954.739.5099
BUILDINGENGINEERS
2018 THESE PLANS AND THE INFORMATION
SHOWN HEREIN ARE THE PROPERTY OF A.B.E.
INC., ANY REPRODUCTION, DISCLOSURES OR
USE THERE OF IN WHOLE OR PART IS
EXPRESSLY PROHIBITED WITHOUT WRITTEN
PERMISSION
SCALE: NTS
SITE PLAN
SCALE: 1/8" = 1'-0"
1
SP-1
N
EXISTING CURB CUTS:
ALL CURB CUTS NOT UTILIZED TO ACCESS SITE OR
NOT MEETING CODE SHALL BE PROPERLY REMOVED
AND ACCESS ARE RESTORED TO SAME CONDITION
AS THE ADJACENT RIGHT-OF-WAY ABUTTING THE
PROPERTY § 24-83 (A)(1)(J)
COLOR OF BUILDING
LOCK BOX
AC EQUIPMENT
CODE INFO:
LEGAL DESCRIPTION
BUILDING CODE:
FLORIDA BUILDING CODE, CITY OF OAKLAND PARK, AND FEMA FLOOD PLAIN
MANAGEMENT REQUIREMENTS.
ALSO APPROVED BY BROWARD COUNTY ENVIRONMENTAL DIVISION & SURFACE
WATER MANAGEMENT
LOTS 45 AND 46, BLOCK 9, NORTH ANDREWS GAARDENS 2ND ADDITION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 31, AT PAGE 39, OF THE PUBLIC RECORDS OF BROWARD
COUNTY, FLORIDA.
FLORIDA BUILDING CODE 2017 (6TH EDITION) WITH ALL AMENDMENTS AND ASCE 7-10.
OCCUPANCY GROUP : "I-1" LIGHT INDUSTRIAL
CONSTRUCTION TYPE : UNSPRINKLERED
AS PER NFPA 1 18.2.2.5.4
KNOX-BOX 3200 SERIES
LIFT OFF DOOR MODEL
WHITE OC-67 (ICE MIST) GRAY 1607
(ENGLEWOOD CLIFFS) ALL PAINT BENJAMIN
MOORE
ALL A/C EQUIPMENT IS LOCATED ON THE ROOF
DECK AND SURROUNDED BY 5'-0" HIGH
PARAPET WALL
WATER SEWER PROVIDER:
CITY OF OAKLAND PARK WATER AND WASTE
WATER SERVICES
TOWING AGREEMENT:
TOWING CONTRACT TO COMPLY WITH HOURS
OF OPERATION OF PARKING LOT FROM 7:00 AM
TO 3:00 AM OF § 24-49 (C)
PAVEMENT MARKINGS:
ALL DIRECTIONAL AND TRAFFIC CONTROL
PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC AS PER CITY STANDARDS
NOTES:
· PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE
SLOPES NOT EXCEEDING 1:48.
· THE MAXIMUM SLOPE OF RAMP SHALL BE 1:12.
· CURB RAMP SHALL HAVE FLARED SIDES WITH A SLOPE NOT EXCEDING A
RATION OF 1:12
OTHER APPLICABLE CODES:
A. 2017 FLORIDA BUILDING CODE (6TH EDITION)
B. 2017 FLORIDA PLUMBING CODE (6th EDITION)
C. 2017 FLORIDA MECHANICAL CODE (6th EDITION)
D. 2017 TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES
(6th EDITION)
E. 2017 NFPA 70 NATIONAL ELECTRIC CODE (6th EDITION)
F. FLORIDA STATE ENERGY CODE
G. 2017 FLORIDA STATE ACCESSIBILITY CODE FOR BUILDING CONST.
(6th EDITION)
H. 2018 NFPA 101 LIFE SAFETY CODE AND ADOPTED STANDARDS
I. 2017 FFPC NATIONAL FIRE PREVENTION CODE
(6TH EDITION)
K. 2018 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION
ANALYSIS
BUILDING OCCUPANCY : COMMERCIAL GROUPE : B CONSTRUCTION TYPE VB
RETAIL # 1 1,438 S.F
SHOWROOM # 2 1,637 S.F
TOTAL 3,075 S.F
Occupant Load Per Floor
1ST FLOOR
RETAIL#1 SHOWROOM #2
1438/300 =4.79 1637/800 =2.04
Ref : 2017 FBC 6th Ed.Table 1004.2 / Commercial P.369
TOTAL 6.83
Live Loads Foors......................... 60 PSI
Live Loads Elsewhere....................... 40 PSI
Dead Super Imposed Load @ Balconies......60 PSI
Dead Super Imposed Elsewhere..................60 PSI
FLOOD ELEVATION
THE SITE IS LOCATED IN FLOOD ZONE "X"(2%), MAP/PANEL 12011C - 0367- H
: N/A
ROOF
OVERHANG
(TYP)
RETAIL #1
1438 SQ/FT
FINISH FLOOR ELEV, 7.8' NAVD
(CEILING HEIGHT +/-16'-0")
SHOWROOM #2
1637 SQ/FT
FINISH FLOOR ELEV, 7.8'
(CEILING HEIGHT +/-16'-0")
52'-4" 55'-0"
30'-4"
B
W-1
D-1
D-1
D-1
W-1.1
W-2
W-2.1
W-2
W-2.1
W-3
W-4
W-4.1
W-4
W-4.1
W-2
W-2.1
W-3
W-4
W-4.1
W-1
W-1.1
W-3
W-2
W-2
W-2.1
W-2.1
W-4
W-4.1
W-3
W-2 W-2
W-2.1 W-2.1
W-4
W-4.1
W-1
W-1.1
W-4
W-4.1
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A-4.1
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6'-0" 2'-0" 6'-0" 2'-0" 10'-0" 17'-4" 10'-10"2'-0"2'-2"6'-0"2'-0"10'-0"2'-0"14'-0"
31'-8"
10'-0"
2'-0"
6'-0"
15'-8"
6'-0"
31'-8"
6'-0" 2'-2" 6'-0"
2'-0"
10'-0" 17'-4" 10'-10"2'-0"6'-0"2'-0"10'-0"
1'-4"8"
14'-0"
2'-0"
10'-0"
2'-2"
2'-2" 2'-2"2'-2"
2'-2" 2'-2"
2'-2"
A-4.1
2
WATERPROOFING NOTES:
1. ALL EXTERIOR DECKS SLOPES SHALL BE MAINTAINED BETWEEN 1/8"
AND 1/4" PER FOOT.
2. ALL STRUCTURAL CRACKS TO BE ROUTED OUT AND SEALED W/
PRESSURE INJECTED EPOXY OR ELASTOMETRIC SEALANTS.
3. PROVIDE THEROSEAL CEMENTITIOUS WATERPROOFING AT ALL
BALCONY AND EYEBROW SLAB TO WALL TRANSITIONS.
FLO
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A-1.1
1. SHELL BUILDING ONLY INCLUDING SITE DEVELOPMENT, LANDSCAPING, DOOR AND
WINDOWS, EXTERIOR LIGHTING.
(ALL INTERIOR WALLS INCLUDING INSULATION, FURRING, DRYWALL, SLAB, LIGHTING.
WILL BE DEVELOPED UNDER SEPARATE INTERIOR IMPROVEMENT PERMITS)
2. REQUIREMENTS WITH INTERIOR IMPROVEMENT PERMITS ARE: INSULATION R-5 EXT.
WALLS COMPOSITE STRUCTURE FOR DECK ABOVE R-21.
PRINT DATE:
SHEET # :
PERMIT ISSUE:
DATE:
/
/
/
/
/
REVISIONS:
1.
2.
3.
4.
5.
PROJECT # :
16.001
P.E. 38553ABE BORUJERDI, P.E.
APPROVED SEAL/SIGNATUREPHONE: (954) 739-5099
Miami: 305.681.5563
Palm Beach: 561.243.3939
1842 East Oakland Park Blvd.
AMERICAN
Certificate of Authorization # 4732
Fort Lauderdale, Florida 33306
Fort Lauderdale: 954.739.5099
BUILDINGENGINEERS
2018 THESE PLANS AND THE INFORMATION
SHOWN HEREIN ARE THE PROPERTY OF A.B.E.
INC., ANY REPRODUCTION, DISCLOSURES OR
USE THERE OF IN WHOLE OR PART IS
EXPRESSLY PROHIBITED WITHOUT WRITTEN
PERMISSION
FIRST FLOOR PLAN
SCALE: 3/16" = 1'-0"
1
A-1.1
FIRE EXTINGUISER NOTE.
1. FINAL LOCATION OF ALL FIRE EXTINGUISHERS TO BE CONFIRMED IN STORE DURING
WALK-THRU W/ LOCAL FIRE MARSHALL
2. CONTRACTOR SHALL INSTALL FIRE EXTINGUISHER -LARSEN MP-5 U.L. DESIGN 2A-10BC
WITH WALL BRACKET (WHITE COLOR). MOUNT IN COMPLIAQNCE WITH F.B.C.-N.F.P.A. 101
AND F.F.P.C. REQUIREMENTS. INCLUDING SIGNAGE DESIGNATION AT ALL FIRE
EXTINGUISHER LOCATIONS.
3. FIRE EXTINGUISHER REQUIREMENTS:
2-A FIRE EXTINGUISHER SHALL BE INSTALLED EVERY 2,500 SF. TAGGED AND WALL
MOUNTED IN BRACKETS AT 45" A.F.F.
PARTITION LEGEND
8" CMU WALLS PROVIDE NEW FILLED CELLS. SEE STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
WIND DESIGN DATA
UNLIMITED WIND SPEED: 180 MPH
NORMAL WIND SPEED: 132 MPH
RISK CATEGORY:
ENCLOSURE CLASSIFICATION: ENCLOSED
INTERNAL PRESSURE: 0.18 +/-
COMPONENTS CLADDING DESIGN PRESSURES:
THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THE ABOVE COMPONENT AND
CLADDING DESIGN PROCESS.
ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROM WIND-BORNE DEBRIS AS PER
FBC 1609.1.2.
PROVIDE ADDRESS NUMERALS AT LEAST 10" HIGH AT FRONT AND AT LEAST 3" HIGH AT REAR
DOOR AS PER 24-145(A)(3)(B)
ADDRESS NUMERAL
FIRE EXTINGUISHER NOTE
ALL FUTURE TENANT IMPROVEMENTS SHALL OCCUR UNDER
FUTURE SEPARATE PERMITS
INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS 'A'
OR CLASS 'B' (AS PER NFPA 101-2000 SEC. 36.3.3)
PROJECT NOTES
THIS CENTER WILL HAVE A VIDEO CAMERA SURVEILLANCE
SYSTEM TO ENHANCE THE SERVICES AND FUNCTIONS OF THE
CENTER.
A-B = 28'-4"
NOTES
MARK TYPE
DOOR
lWIDTH/ HEIGHT
MATERIALS
SHUTTERS
REQUIRED Y/N
COMMENTS
N IMPACT
FRENCH DOOR6'-0"x10'-0"
D-1
EXTERIOR DOOR SCHEDULE
ALUMINUM / GLASS
NOTES:
1. ALL EXTERIOR DOORS TO HAVE PRODUCT CONTROL APPROVAL. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL ON ALL SPECIAL
ITEMS, WINDOWS, DOORS, GLASS SAMPLES, ETC.
2. ALL FIRE RATED DOORS SHALL HAVE FIRE RATED HARDWARE (TYP) REFER TO INTERIOR DOOR SCHEDULE FOR LOCATIONS.
3. ALL GLASS DOORS SHALL BE TEMPERED.
4. ALL FIRE RATED DOORS ASSEMBLY TO HAVE LABELS FROM MANUFACTURES BEFORE FIELD INSTALLATION.
5. ALL FIRE RATED DOORS TO HAVE CLOSERS AND AN ACTIVE LATCH BOLT THAT WILL SECURE DOOR WHEN CLOSED TO COMPLY WITH FBC.
6. DOOR AND TRIM IN ALL DWELLING UNIT A/C CLOSETS TO BE PAINTED WITH INTUMESCENT FIRE RETARDANT CLASS "A" PAINT ON THE SIDE FACING THE A/C
CLOSET. PREPARATION AND APPLICATION TO BE EXECUTED PER MANUFACTURE'S SPECIFICATION SO AS TO ACHIEVE A FLAME SPREAD INDEX OF NOT MORE THAN
25 AND A FLAME SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50.
7. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AND EMERGENCY WHEN LOOKED.
8. AS PER NFPA 101 7-2.1.5.1 COMPLIANCE STATEMENT:
"DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOOKS, IF PROVIDED, SHALL NOT
REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE,OR EFFORT FOR OPERATION.
9. INTERIOR DOORS TO BE UNDERCUT 1"
10. CONTRACTOR TO VERIFY AND COORD. ALL MASONRY AND ROUGH OPENINGS WITH NOA'S AND FIELD VERIFY PRIOR TO FABRICATION.
11. ANY QUESTIONS OR DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO FABRICATION.
NOTE:
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL ON ALL SPECIALTY ITEMS, WINDOWS, DOORS, GLASS SAMPLES ETC.
REMARKS
MARK TYPE
WINDOW
WIDTH/
HEIGHT
MATERIALS FINISH
SHUTTERS
REQUIRED
Y/N
COMMENTS
N
N
IMPACT GLASS
W-1
N
IMPACT GLASS
N
W-4
WINDOW SCHEDULE
6'-0"x8'-0"
6'-0"x3'-0"
W-3
W-1.1
ANODIZED
IMPACT GLASS
N
W-4.1
STOREFRONT AL.
AL.
AL.
AL.
AL.
6'-4"x3'-0"
10'-0"x8'-0"
NOTES:
1. WINDOWS TO BE 9/16" GLASS TINTED LAMINATED IMPACT RESISTANCE ON CLEAR ANODIZED ALUMINUM FRAME.
2. CONTRACTOR IS RESPONSIBLE TO OBTAIN AND SUBMIT TO ENGINEER ALL PRODUCT CONTROL APPROVAL AND/OR TESTING REQUIRED TO COMPLY WITH
2014 5TH ED. FBC, AND ANY LOCAL ORDINANCES, AND/OR REQUIREMENTS BY THE LOCAL AUTHORITY HAVING JURISDICTION.
3. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER WHO DESIGNED THE SYSTEM.
4. CONTRACTOR TO VERIFY AND COORDINATE ALL MASONRY AND ROUGH OPENINGS WITH NOA'S AND FIELD VERIFY PRIOR TO FABRICATION.
5. GLAZING CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL REINFORCEMENT REQUIRED FOR HIS SYSTEM TO CONFORM WITH 2017 6TH ED.
FLORIDA BUILDING CODE.
6. WINDOWS AND EXTERIOR NOTES UNDER SEPARATE PERMIT.
7. ANY QUESTIONS OR DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO FABRICATION.
10'-0"x3'-0"
N
W-5 IMPACT GLASS
AL.
N
W-5.1 IMPACT GLASS
AL.
N
IMPACT GLASS2'-0"x3'-0"
W-2.1 AL.
STOREFRONT
STOREFRONT
STOREFRONT
3'-0"x8'-0"
3'-0"x3'-0"
IMPACT GLASS
ANODIZED
ANODIZED
ANODIZED
ANODIZED
ANODIZED
ANODIZED
ANODIZED
N
IMPACT GLASS2'-0"x10'-0"
W-2 AL.STOREFRONT ANODIZED
IMPACT GLASS
STOREFRONT
STOREFRONT
STOREFRONT
STOREFRONT
TRAVEL ENTRANCE DOORS DISTANCE
ELEV: +/- 0'-0"
FINISHED FLOOR
ELEV: +/- 13'-0"
T.O. STORE FRONT
ELEV: +/- 16'-0"
B.O. ROOF
ELEV: +/- 19'-0"
T.O. PARAPET WALL
13'-0"
3'-0"
3'-0"
1'-6"
SIGN SIGN
PROPOSED SIGN
LOCATION BY
SEPARATE
PERMIT (TYP)
PROPOSED SIGN
LOCATION BY
SEPARATE
PERMIT (TYP)
RETAIL BAY
ADDRESS ID
(TYP)
RETAIL BAY
ADDRESS ID
(TYP)
1 1 1 1
PROPOSED LIGHT
FIXTURE (TYP)
1 1 1
3 3
22 2 2 2 2
8'-0"
2'-0"
3'-0"
10'-0"
8'-0"
2'-0"
3'-0"
6'-0"
4
4
4
13'-0"
3'-0"
3'-0"
ELEV: +/- 0'-0"
FINISHED FLOOR
ELEV: +/- 13'-0"
T.O. STORE FRONT
ELEV: +/- 16'-0"
B.O. ROOF
ELEV: +/- 19'-0"
T.O. PARAPET WALL
1'-8"
1
RETAIL BAY
ADDRESS ID
(TYP)
PROPOSED SIGN
LOCATION BY
SEPARATE
PERMIT (TYP)
SIGN
SIGN
RETAIL BAY
ADDRESS ID
(TYP)
PROPOSED SIGN
LOCATION BY
SEPARATE
PERMIT (TYP)
11
PROPOSED LIGHT
FIXTURE (TYP)
1 11
2 2 2222
3 3
8'-0"
2'-0"
3'-0"
10'-0"
8'-0"
2'-0"
3'-0"
6'-0"
4
4
4
13'-0"
3'-0"
3'-0"
ELEV: +/- 0'-0"
FINISHED FLOOR
ELEV: +/- 13'-0"
T.O. STORE FRONT
ELEV: +/- 16'-0"
B.O. ROOF
ELEV: +/- 19'-0"
T.O. PARAPET WALL
1'-6"
13'-0"
3'-0"
3'-0"
ELEV: +/- 0'-0"
FINISHED FLOOR
ELEV: +/- 13'-0"
T.O. STORE FRONT
ELEV: +/- 16'-0"
B.O. ROOF
ELEV: +/- 19'-0"
T.O. PARAPET WALL
1'-6"
PROPOSED LIGHT
FIXTURE (TYP)
PROPOSED LIGHT
FIXTURE (TYP)
11
1 1
2 2
2 222
10'-0"
3'-0"
3'-0"
6'-0"
SO
UT
H E
LE
VA
TIO
N
A-2.1
FRONT/SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
1
A-2.1
BACK/NORTH ELEVATION
SCALE: 1/4" = 1'-0"
2
A-2.1
LEFT/WEST ELEVATION
SCALE: 1/4" = 1'-0"
3
A-2.1
RIGHT/EAST ELEVATION
SCALE: 1/4" = 1'-0"
4
A-2.1
EXTERIOR FINISH SCHEDULE
MARK
ITEM
MATERIAL
COLOR
1
SMOOTH STUCCO WHITE
2
3
STOREFRONT GLASS & ALUMINUM ANODIZED FRAME
DOOR GLASS & ALUMINUM
EXTERIOR FINISH SCHEDULE
PROVIDE ADDRESS NUMERALS AT LEAST 10" HIGH AT FRONT
AND AT LEAST 3" HIGH AT REAR DOOR AS PER
24-145(A)(3)(B)
WALL
4
SMOOTH STUCCO GRAYWALL
PRINT DATE:
SHEET # :
PERMIT ISSUE:
DATE:
/
/
/
/
/
REVISIONS:
1.
2.
3.
4.
5.
PROJECT # :
16.001
P.E. 38553ABE BORUJERDI, P.E.
APPROVED SEAL/SIGNATUREPHONE: (954) 739-5099
Miami: 305.681.5563
Palm Beach: 561.243.3939
1842 East Oakland Park Blvd.
AMERICAN
Certificate of Authorization # 4732
Fort Lauderdale, Florida 33306
Fort Lauderdale: 954.739.5099
BUILDINGENGINEERS
2018 THESE PLANS AND THE INFORMATION
SHOWN HEREIN ARE THE PROPERTY OF A.B.E.
INC., ANY REPRODUCTION, DISCLOSURES OR
USE THERE OF IN WHOLE OR PART IS
EXPRESSLY PROHIBITED WITHOUT WRITTEN
PERMISSION
ANODIZED FRAME
111.00'
71.80'
LOT 44
BLOCK 9
VACANT
LOT
Business
District 2
A
S
P
H
A
L
T
R
O
A
D
W
A
Y
N
.
E
.
2
N
D
A
V
E
N
U
E
7
0
'
R
I
G
H
T
-
O
F
-
W
A
Y
C
L
Δ=135°38'50"(P)
135°17'40"(C)
R=25.00'
L=59.03'
(Two Story)
3' DIAMETER
POWER POLE
FOUND 5/8"
IRON ROD
& CAP NO I.D.
6' WOOD
FENCE
10.55'-E
CATCH
TRAFFIC SIGN
FIRE HYDRANT
5' EXISTING CONC. WALK
2' EXISTING CONC. GUTTER
S
I
G
N
S
I
T
E
B
.
M
.
S
E
T
N
A
I
L
&
D
I
S
C
POWER
POLE
8
1
.
3
4
'
100.00'
5
'
E
X
I
S
T
I
N
G
C
O
N
C
.
W
A
L
K
2
'
E
X
I
S
T
I
N
G
C
O
N
C
.
G
U
T
T
E
R
LAN
DSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
PRIVACY
WALL 8'-0"
29'-1"
52'-4" 55'-0"
31'-8"
HANDICAP RAMPS W/
DETECTABLE
WARNING SURFACES
GROUND SIGNS CANNOT
EXCEED 5FT IN HEIGHT.
SIGN BY A SEPARATE
PERMIT
2
'
E
X
I
S
T
I
N
G
C
O
N
C
.
G
U
T
T
E
R
5
'
E
X
I
S
T
I
N
G
C
O
N
C
.
W
A
L
K
N
E
W
2
'
C
O
N
C
.
G
U
T
T
E
R
/
5
'
C
O
N
C
.
W
A
L
K
E
X
I
S
T
I
N
G
20' SIGHT
TRIANGLE
5'-8"
PRIVACY
WALL 8'-0"
10
'-0
"
D
U
M
P
S
T
E
R
3 4 5 62
7
0.02
0.02
0.02
0
.
0
2
0.02
1
30'-4"
CURB
RAMP
1:12
PL PL PLPL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL
PL
PL
PL
PL
PL
S
T
O
P
S
I
G
N
4
Ta di
SOD
1
14
Za pu
1
Bu ar
14
Za pu
Bu ar
95
Fi mi
3
Ma gr
Ph ro
9
Di ir
1
15
Tr as
Tr as
45
IRRIGATION
PAD
43
Mu ca
3
La in
25
86
Po ma
LANDSCAPE
43
Mu ca
18
Di ca
24
Sc ar
14
Di ca
39
Fi mi
SOD
SOD
SOD
SOD
SOD
R
6
'
-
4
"
R
6
'
-
4
"
RETAIL #1
1438 SQ/FT
FINISH FLOOR ELEV, 7.8'
(CEILING HEIGHT +/-16'-0")
SHOWROOM #2
1637 SQ/FT
FINISH FLOOR ELEV, 7.8'
(CEILING HEIGHT +/-16'-0")
52'-4" 55'-0"
GROUND SIGNS CANNOT
EXCEED 5FT IN HEIGHT.
SIGN BY A SEPARATE
PERMIT
5'-8"
30'-4"
CURB
RAMP
1:12
PL
NEW 5' SIDEWALK
NEW 5' SIDEWALK
5
3
'
-
3
"
0
.
0
2
0
.
0
2
20'-O"
TWO WAYS
ASPHALT
DRIVEWAY
3' MIN.
TREE STAKING DETAIL
RUBBER HOSE
SHEATHING
MULTI-STRAND #12 GA.
GALV. WIRE
3" PINEBARK MULCH
8" SOIL SAUCER
FINISH GRADE
PLANTING MIX BACKFILL
SET TRUNK PLUMB
COMPACT PLANTING MIX
TO PREVENT SETTLING
LOOSEN SUBGRADE AND
REMOVE DEBRIS
50°
REMOVE EXCESS AND
BROKEN BRANCHES (DO NOT
CUT MAIN LEADER)
OVERALL H
EIG
HT AS N
OTED
BASIN- FORM SAUCER
BRACES
W/ 4"HT. CONTINUOUS
TEMPORARY WATER
FERTILIZER
TABLETS
FINISH GRADE
BRACES TO BATTENS
TOENAIL 2"x4" P.T. WOOD
DO NOT PUNCTURE TRUNK
(4) 2"x4" P.T. WOOD
5' MIN.
MIN
.
ROOTBALL
MIN.
4 LAYERS OF BURLAP WITH 2 GALV.
BURLAP FROM TOP 2/3 ROOTBALL
PLANTING BACKFILL MIXTURE - WATER
& TAMP TO REMOVE AIR POCKETS
2x4x24" P.T. WOOD STAKES
COMPACTED BACKFILL MIXTURE
STEEL BANDS WRAPPED AROUND BATTENS
MINIMUM 3" BELOW GRADE
COMPACTED SUB-GRADE
3" DEPTH LAYER OF MULCH
ENTIRE PLANTING BED
4. FOR B & B PALMS CUT AND REMOVE
1. PLANT PALMS SO THAT THE TOP OF
ROOTBALL IS FLUSH W/ FIN. GRADE
TO PROTECT GROWING TIPS.
3. TIE FRONDS DURING TRANSPORTATIONG
2. SET PALMS PLUMB & TRUE TO GRADE
DO NOT TRIM ENDS
NOTES:
(4) 2"x4"x16" P.T. WOOD
BATTENS
18"
12"
PLANT TOP OF ROOTBALL FLUSH WITH
FINISH GRADE
5. "HURROCANE CUT" SABAL PALM FRONDS
CLEAR TRU
NK H
T. AS N
OTED
X
2X
3" SAUCER OF MIX
SPECIFIED PLANTING
MIX
ROOT BALL
4" MIN.
3" MULCH
FINISH GRADE
REMOVE TOP 1/3 OF
BURLAP
LA
ND
SC
AP
E P
LA
N
L-1
PRINT DATE:
SHEET # :
PERMIT ISSUE:
DATE:
/
/
/
/
/
REVISIONS:
1.
2.
3.
4.
5.
PROJECT # :
16.001
P.E. 38553ABE BORUJERDI, P.E.
APPROVED SEAL/SIGNATUREPHONE: (954) 739-5099
Miami: 305.681.5563
Palm Beach: 561.243.3939
1842 East Oakland Park Blvd.
AMERICAN
Certificate of Authorization # 4732
Fort Lauderdale, Florida 33306
Fort Lauderdale: 954.739.5099
BUILDINGENGINEERS
2018 THESE PLANS AND THE INFORMATION
SHOWN HEREIN ARE THE PROPERTY OF A.B.E.
INC., ANY REPRODUCTION, DISCLOSURES OR
USE THERE OF IN WHOLE OR PART IS
EXPRESSLY PROHIBITED WITHOUT WRITTEN
PERMISSION
CODE QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS
TREES AND PALMS
Bu ar 2 Bulnesia arborea Verawood 2"DBH, 5' CT., 10-12' OA. HT., 5' SPR
Co se 3 Conocarpus erectus 'Sericeus' Silver Buttonwood 2"DBH, 5' CT., 10' OA. HT., 5' SPR (Native)
Il at 1 Ilex x attenuata East Palatka Holly 2"DBH, 5' CT., 10' OA. HT., 5' SPR (Native)
La in 3 Lagerstroemia indica Crape Myrtle (Standard) 2"DBH, 5' CT., 12' OA. HT., 6' SPR
Ma gr 3 Magnolia grandiflora Southern Magnolia 3"DBH, 14' OA. HT., 6' SPR (Native)
Ph ro 1 Phoenix roebelenii Pygmy Date Palm Triple, 8-10' OA. HT.
Ta di 4 Taxodium distichum Bald Cypress 4"DBH, 16' OA. HT., 6' SPR (Native)
SHRUBS, GROUNDCOVER, AND TURF
Ch ic 25 Chrysobalanus icaco 'horizontalis' Horizontal Cocoplum 3 gal, 18" HT., 24"O.C. (Native)
Di ca 32 Dianella caerulea Flax Lily 3 gal, 24" HT., 24" O.C.
Di ir 25 Dietes iridioides African Iris 3 gal, 24" HT., 24" O.C.
Fi mi 150 Ficus microcarpa Ficus Green Island 3 gal, 18-24" HT., 18" O.C.
Mu ca 43 Muhlenbergia capillaris Muhly Grass 3 gal, 24" HT., 30" O.C. (Native)
Po ma 86 Podocarpus macrophyllus Japanese Yew 7 gal, 24-36" HT., 24" O.C.
Sc ar 38 Schefflera arbolicola 'Trinette' Arbolicola 3 gal, 24" HT., 24" O.C.
Tr as 100 Trachelospermum asiaticum Jasmine Minima 1 gal, 10" HT., 18" O.C.
Za pu 28 Zamia pumila Coontie 3 gal, 18-20" HT., 24" O.C. (Native)
SOD 2100sf Stenotaphrum secundatum ST. Augustine "FLORATAM" SOLID EVEN SOD
SPRINKLERS NOTE:
PROVIDE FULLY AUTOMATIC IRRIGATION
SYSTEM W/ RAIN SENCER SHUT OFF DEVICE
LANDSCAPE PLAN
SCALE: 1/8" = 1'-0"
1
L-1
PLANT LIST
SHRUB DETAIL
GENERAL NOTES
SCALE: NONE
TREE STAKING DETAIL
SCALE: NONE
PLANT LEGEND
PALM PLANTING DETAIL
SCALE: NONE
N
PLANTING REQUIREMENTS: COMMERCIAL B-2
DESCRIPTION APPLICATION CALCULATION Qty REQUIRED Qty PROVIDED
NORTH PERIMETER RESIDENTIAL 1 tree/ 30lf 71.80/30 3 4
N.E. 2nd AVE 1 tree/ 40lf 81.34/40 2 3
PROSPECT ROAD 1 tree/ 40lf 111.00/40 3 4
EAST PERIMETER 0 0 0 3
INTERIOR LANDSCAPE AREA 15sf/ Parking space 7 x 15 105sf 162sf
PARKING INTERIOR SHRUBS 5/ 150sf 162sf/ 150x5 6 58
INTERIOR TREES 1 tree/ 10 spaces 7/ 10 1 1
TOTAL TREES 9 15
TREES REQUIRED BY SIZE 10% @ 16' Ht 9 (0.10) 1 4
10% @ 14' Ht 9 (0.10) 1 3
20% @ 12' Ht 9 (0.20) 2 2
60% @ 10' Ht 9 (0.60) 6 6
NATIVE TREES 50% of required trees 9 (0.50) 5 11
NOTES
1. SOD AND IRRIGATE TO EDGE OF ROAD.
2. TREE REMOVAL PERMIT IS REQUIRED BY CITY PRIOR TO REMOVAL OF ANY TREES ON SITE.
3. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW WITH APPROPRIATE SHRUB MATERIAL.
4. ALL RELOCATED TREES SHALL BE PLANTED A MINIMUM 15' FROM LIGHT POLES.
5. ALL TREES SHALL BE PLANTED SO THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL. FOR SOME
YOUNG TREE SPECIES THAT DO NOT HAVE TRUNK FLARES, THE TOPMOST ROOTS SHALL BE PLANTED SO THAT IT IS
5% TO 10% ABOVE THE FINISH GRADE. SOIL MUST NOT BE PLACED OVER THE ROOT BALL.
6. TREES AND PALMS SHALL BE PLANTED A MINIMUM OF 5' FROM ANY UNDERGROUND UTILITIES.
7. MULCH SHALL BE KEPT 6" AWAY FROM TREE AND PALM TRUNKS.
8. ALL COMPACTED SOIL, ROAD ROCK AND EXCESS DEBRIS TO BE REMOVED AND A 24" LAYER OF SOIL FAVORABLE TO
TREE AND SHRUB GROWTH AND SUSTAINABILITY EXISTS OVER ALL PLANTING AREAS. SOIL COMPOSITION SHOULD
CONTAIN 2 TO 4% OF ORGANIC MATTER.
9. ROOT BARRIERS SHALL BE USED WHERE MEDIUM TO LARGE SPECIES OF TREES ARE PLANTED WITHIN FOUR FEET
OF ANY PAVING.
10. IRRIGATION BUBBLERS TO BE USED AT ALL NEW TREE/ PALM LOCATIONS.
11. HEDGES TO BE PLANTED 3' MINIMUM FROM PRIVACY WALL.
ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER AS GIVEN IN THE CURRENT GRADES AND STANDARDS FOR
NURSERY PLANTS 2015, 5TH EDITION OF FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF
PLANT INDUSTRY.
1. ALL PLANT MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT AT PLACE OF
GROWTH AND UPON DELIVERY FOR CONFORMITY TO SPECIFICATION.
2. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY AND SHALL CONFORM TO MEASUREMENTS SPECIFIED. ALL
SUBSTITUTIONS SHALL BE SUBMITTED TO THE CITY AND LANDSCAPE ARCHITECT FOR FINAL APPROVAL.
3. ALL PLANTS SHALL BE EXCEPTIONALLY HEAVY, SYMMETRICAL, TIGHT KNIT AND SO TRAINED IN APPEARANCE AS TO BE
SUPERIOR TO FORM, BRANCHING AND SYMMETRY.
4. CONTRACTOR SHALL NOTIFY S.U.N.S.H.I.N.E. (1-800-432-4770) FOR LOCATIONS OF EXISTING UTILITY LINES 48 HOURS PRIOR
TO BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITY LINES AND EASEMENTS PRIOR TO
COMMENCING ANY WORK. EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES SHALL BE UNDERTAKEN WITH CARE
AND BY HAND, IF NECESSARY. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK AND DISRUPTION OR
DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO OWNER.
5. GRADE B+, SHREDDED STERILIZED MELALEUCA OR EUCALYPTUS MULCH SHALL BE USED IN ALL MASS PLANTING BEDS AND
FOR INDIVIDUAL TREE PITS. ALL TREES SHALL HAVE A MULCH RING WITH A DEPTH OF 3” AND A DIAMETER OF 3'- 4' AROUND
THEIR BASE. ALL MULCH SHALL BE KEPT 4” FROM BASE OF ALL PLANT MATERIAL. MULCH BEDS SHALL BE A MINIMUM
OF 12” WIDER THAN PLANTS MEASURED FROM OUTSIDE EDGE OF FOLIAGE.
6. SOD SHALL BE ST AUGUSTINE AND FREE OF WEEDS, INSECTS, FUNGUS AND DISEASE, LAID WITH ALTERNATING AND
ABUTTING JOINTS.
7. ALL TREES AND SHRUBS SHALL BE BACKFILLED WITH A SUITABLE PLANTING SOIL CONSISTING OF 50 PERCENT SAND AND 50
PERCENT APPROVED COMPOST. ALL PLANT MATERIALS SHALL BE PLANTED WITH A MINIMUM OF 6 TO 18 INCHES OF
PLANTING SOIL AROUND THE ROOT BALL. REFER TO PLANTING DETAILS. PLANTING SOIL TO BE BACKFILLED INTO PLANT
PITS BY WASHING IN. PLANTING BEDS SHALL BE FREE FROM ROAD, PEA, EGG OR COLORED ROCK, BUILDING MATERIALS,
DEBRIS, WEEDS, NOXIOUS PESTS AND DISEASE.
8. ALL SODDED AREAS TO HAVE A MINIMUM OF 2” OF PLANTING SOIL AS DESCRIBED IN NOTE #8.
9. ALL TREES SHALL BE WARRANTED BY THE CONTRACTOR AND WILL BE HEALTHY AND IN FLOURISHING CONDITION OF
ACTIVE GROWTH ONE YEAR FROM DATE OF FINAL ACCEPTANCE.
10. ALL SHRUBS, GROUNDCOVERS, VINES AND SOD SHALL BE FULLY WARRANTED FOR 90 DAYS UNDER SAME CONDITION AS
ABOVE.
11. ALL SYNTHETIC BURLAP, SYNTHETIC STRING OR CORDS OR WIRE BASKETS SHALL BE REMOVED BEFORE ANY TREES ARE
PLANTED. ALL SYNTHETIC TAPE SHALL BE REMOVED FROM TRUNKS, BRANCHES, ETC BEFORE INSPECTION. THE TOP 1/3
OF ANY NATURAL BURLAP SHALL BE REMOVED OR TUCKED INTO THE PLANTING HOLE BEFORE TREES ARE BACKFILLED.
PLANTING SOIL TO BE BACKFILLED INTO PITS BY WASHING IN.
12. ALL TREES, PALMS AND LARGE PLANTS SHALL BE PLANTED WITH THE TOP OF THEIR ROOTBALLS 1 TO 1 1/2 INCHES ABOVE
FINAL GRADE SURROUNDING THE PLANTING AREA WITH BASAL ROOTS EXPOSED. SHRUBS AND GROUNDCOVER SHALL BE
PLANTED WITH THE TOP OF THEIR ROOTBALLS NO DEEPER THAN THE FINAL GRADE.
13. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THE FINAL LEVEL OF BOTH SURFACES SHOULD BE EVEN.
14. ALL PLANTING SHALL BE INSTALLED WITH FERTILIZER AT TIME OF PLANTING.
15. ALL PLANTING SHALL BE INSTALLED IN A SOUND, WORKMANLIKE MANNER AND ACCORDING TO GOOD PLANTING
PROCEDURES. INSTALLATION SHALL INCLUDE WATERING, WEEDING, FERTILIZING, MULCHING, SELECTIVE PRUNING AND
REMOVAL OF REFUSE AND DEBRIS ON A REGULAR BASIS SO AS TO PRESENT A NEAT AND WELL KEPT APPEARANCE AT ALL
TIMES.
16. ALL LANDSCAPE AND SOD AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM INSTALLED. COVERAGE SHOULD BE
100% WITH 50% MINIMUM OVERLAP USING RUST FREE WATER TO ALL LANDSCAPE AND SOD AREAS. SPRAY UPON PUBLIC
SIDEWALKS, STREETS AND ADJACENT PROPERTIES SHOULD BE MINIMIZED. SODDED AREAS AND SHRUB/ GROUNDCOVER
BEDS SHOULD BE ON SEPARATE IRRIGATION ZONES FOR A MORE EFFICIENT SYSTEM. IRRIGATION SYSTEM SHALL BE
INSTALLED WITH A RAINSWITCH DEVICE.
17. ALL LANDSCAPE AND IRRIGATION SHALL BE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES.
18. THE PLAN SHALL TAKE PRECEDENCE OVER THE PLANT LIST, SHOULD THERE BE ANY DISCREPANCY BETWEEN THE TWO.