SGN-12-180Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 169514 Permit Number: SGN -2 -12 -180
Scheduled Inspection Date: April 04, 2012
Inspector: Bruhn, Norman
Owner: , SHORES SQUARE INVESTMENTS
Job Address: 9005 BISCAYNE Boulevard
Miami Shores, FL 33138-
Project: <NONE>
Contractor: ATLAS SIGNS OF LAKE WORTH INC
Permit Type: Sign
Inspection Type: Final
Work Classification: New
Phone Number
Parcel Number 1132060110060
Phone: (561)863 -6659
Building Department Comments
INSTALL 3 DIRECTIONAL SIGNS FOR DRIVE THRU
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
***PLEASE ASK ARLENE ABOUT THIS***
�G•
April 03, 2012
For Inspections please call: (305)762 -4949
Page 5 of 22
ACORDT, CERTIFICATE
OF LIABILITY INSURANCE
3 /27 2012Y)
03/27/2012
POLICY NUMBER
PRODUCER
Slaton Insurance
5713 Corporate Way STE 200
West Palm Beach, FL 33407
POLICY EXPIRATION
DATE /MM/DD/YY1
11/11/12
1 -561- 683 -8383
$ 1,000,000
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
INSURED
Atlas Sign Industries
Atlas Signs of Lake Worth,
1077 W. Blue Heron Blvd.
West Palm Beach, FL 33404
1
Inc.;
Atlas Realty Holdings,
LL
INSURER k American Economy
INSURERB:Charter Oaks Fire Ina Co
INSURER C: North River Insurance Co.
INSURERD:The Phoenix Insurance Co.
INSURER E.
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
J.18-
A
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
fATF (MM/DDM'1
11/11/11
POLICY EXPIRATION
DATE /MM/DD/YY1
11/11/12
LIMITS
EACH OCCURRENCE
$ 1,000,000
GENERAL
LIABILITY
COMMERCIAL GENERAL LIABILITY
01CI395370 -3
X
FIRE DAMAGE (Any one fire)
$ 200, 000
CLAIMS MADE E OCCUR
MED EXP (Any one person)
$ 10,000
PERSONAL &ADV INJURY
$ 1,000,000
GENERALAGGREGATE
$2,000,000
GEN'L AGGREGATE LIMIT APPUES PER:
PRODUCTS - COMP/OP AGG
$ 2,000,000
POLICY ..IIFC:T X LOC
B
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
810 - 184143646
11/11/11
11/11/12
COMBINED SINGLE LIMIT
(Ea accident)
$ 1,000,000
X
BODILY INJURY
(Per person)
$
X
BODILY INJURY
(Per acddent)
$
X
PROPERTY DAMAGE
(Per accident)
$
GARAGE
LIABILITY
ANY AUTO
AUTO ONLY - EA ACCIDENT
$
OTHER THAN EA ACC
$
AUTO ONLY: AGG
$
C
EXCESS LIABILITY
5530928607
11 /11 /11
11/11/12
EACH OCCURRENCE
$ 10, 000, 000
X I OCCUR CLAIMS MADE
AGGREGATE
$ 20, 000, 000
DEDUCTIBLE
RETENTION $ 0
$
$
X
$
D
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
PDTENUB188M619711
11 /11 /11
11/11/12
8 TORY LIMITTS OTH-
ER
E.L. EACH ACCIDENT
$ 1,000,000
E.L: DISEASE - EA EMPLOYEE
$ 1,000,000
E.L. DISEASE - POLICY LIMIT
$ 1,000,000
A
A
OTHER
Inland Marine
Inland Marine
01CI395370 -3
01CI395370 -3
11 /11 /11
11 /11 /11
11/11/12
11/11/12
Sched Equipment $20,479
Rented /Leased Eq $45,000
$
DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
CERTIFICATE HOLDER
ADDmONAL INSURED; INSURER LETTER:
CANCELLATION
Miami Shores Village
10050 Northeast 2nd Avenue
Miami Shores, FL 33138
USA
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
ACORD 25-S (7/97) ATLASS3
• 26248446
®ACORD CORPORATION 1988
J
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
^ «„ A „ INSPECTION'S PHONE NUMBER: (305) 762.4949
B DING lu/
PERMIT APPLICATION
FBC20
Permit No. LIB Ids)LJ
Master Permit No. I o
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): 3/10f2& 5640,1- ftlbt '7f, /1s u. C Phone#:
Address: 37 co 13 l /2,1 (0 S 7E !' ()
City: /II // /'^i State: Fi Tap: 33 /V6'
Tenant/Lessee Name: / 1‘10-) k/ /v 4 . Phone#: € -,17-11 4 8
Email•
JOB ADDRESS: 90of 13 UcAy1C fJ Lv0
City: Miami Shores County: Miami Dade Zip: 31117
Folio/Parcel #: % J'a DCP " I (cri
Is the Building Historically Designated: Yes NO Flood Zone:
CONTRACTOR: Company Name: /i TG 4f Sl dill tiiOtti 7/2 /t j Phone#: at- riff- defy
Address: 107 > VII d c on- Ham, Oft C1OD
City: 11477 O Avg tS acy state: F6
Qualifier Name: J E (t t? y Ao IN AL ft
State Certification or Registration #: 00002 0 N
zip: 73 yoi
Phone#: Si�/ J73 ` do-1
Certificate of Competency #:
Contact P h o n e # : . / - a 6 Y E m a i l Address: d ( N , " . e / { 7 a /1 1 fit, / 7 f . Gil
DESIGNER: Architect/Engineer: 7 / //"OPoit E' McAiv f Phone#: kr‘/ 10 !fJ
Value of Work for this Permit: $ Z ( l S ear Footage of Work:
Type of Work: DAddition OAlteration kiNew ORepair/Replace CUDemolition
Description of Work:
�ekt.t 3) %Ce c-1-60n j S (C - S
*+x+ * ** ******************* ** * * ** x** * ****p **** **+ t,** **+>us **+t,******* * ** *we *e ***x * * *** ***
/�
Submittal Fee $ Permit Fee $ 'D ) O CCF $ CO /CC $
Scanning Fee $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
Radon Fee $ DBPR $ Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days cater the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Si
The fo
day o
who is
Owner or Agent
nt was ac .' u o'.1ed
onally known to me
Signature a�
r Contra
The foregoing ' n was acknowledged before me this 82
day of T- , 20 1'Z --by ARIA.4 s
r who has produced who is personally known to me or who has produced
identification and who did take an oath.
ennui �. .i,� .' e, •'. 415
EXPIRES: April4, 2014
Bonded ThN
---- . —�___ NoteryPubilaUnderwdters
as identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY /#4 . Plans Examiner
My Commission Expires:
DUSTY R. SMITH
NOTARY PUBLIC
STATE OF FLORIDA
i i1r1' 'wit* * * * * **
IEavadroe Mgt
Structural Review Clerk
(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09)
3 1"
21 11"
1"
3' 1"
2' 11"
THE SIGN OF PERFORMANCE
'4"
DRIVE -
TaD
THRU
ATM F—
CORPORATE HEADQUARTERS'
,c77 a1 ueHomaSw.,iwrtP Dock.A.33404
Pkrne: (56 , I (8Q)i72 -7832 Faa (5fi1�863 424+
NORTHEAST DIVISION
itriraintift Dr. C NC 211125
P
004)7W4-3733.1P0072-793? F (784)788.3843
1"
1' -6"
DIRECTIONAL 1
DIRECTIONAL 2
Drawing No. 142384
Sheet No. (1) OF (1)
Date 1,'12/2011
Path FL / Miami Shores
PROPOSED SIF DIREC I IONALS
SCALE - 1,1_1' -0"
1"
1' -6" 1' -4"
1"
3' 1"
2' 11"
Sill
1'-6" -- i
SCOPE OF WORK:
MANUFACTURE AND INSTALL (3) THREE INTERNALLY ILLUMINATED, SINGLE FACE DIRECTIONAL SIGNS.
DESCRIPTION:
1. CABINET = EASTERN METALS 10" EXTRUSION PAINTED PMS 5535 FOREST GREEN
2. POLE COVER = ALUMINUM PAINTED PMS 5535 FOREST GREEN
3. FACES = 3/16" THICK LEXAN WI APPLIED VINYL GRAPHICS. WHITE DIFFUSER VINYL APPLIED SECOND SURFACE
4. ILLUMINATION = H.O. T12 FLUORESCENT LAMPS.
COLOR SCHEDULE:
CABINET /POLE COVER = MATTHEWS ACRYLIC POLYURETHANE SATIN FINISH / MATCH
PMS 5535 FOREST GREEN
FACE BACKGROUND = 3M 3632 -6513 TRANSLUCENT DARK GREEN VINYL
COPY = SG 308 LEXAN SUBSTRATE W/ 3M 3630 -20 TRANSLUCENT WHITE VINYL OVERLAY
DIFFUSER = 3M 3635 -70 WHITE DIFFUSER VINYL
•
DIRECTIONAL 3
RACESTRIPE = 3M 3632 -5830 TRANSLUCENT LIGHT GREEN VINYL
•
••.
•
•
•
• .
9005 Biscayne Blvd, Miami Shores, FL
S/F Directional Signs
•
• • '.. •
•
••• • • • • •
• • ••• • ••
37"
A
1" x 1" Alum. angle
vertical support
fastened to pole - --
cover cladding on
inside.
18"
.080" Brake formed alum.
pole cover cladding.
1/4 "x37/8 "x163 /4 "Alum.
mounting plate welded to
- inside top of pole cover.
See #7 of Sign Specifications
and Pole Cover Plate Detail.
1" x 1" Alum. angle
(2 1" x 1' Alum. angles vertical support
( g fastened to pole
welded to pole cover and cover cladding on
to support tube. See #10 inside.
of Sign Specifications.
0 B : B POLE COVER (PLAN)
2 1/16" x 2 1/16" Hole II- _ 163/4"
�'
for 2" x 2" support. 14 3/4"
I
I '-
Holes for 1/4" mounting
bolts. (4) Req'd.
8 3/8"
COPOLE COVER PLATE DETAIL (PLAN)
1/4" x 3 7/8" x 16 3/4" Alum.
mounting plate welded to
inside top of pole cover.
Rr- 1 1/2" Dia. elec. hole.
158
SIGN ELEVATION : 1 1/2" =1' -0"
ELECTRICAL DATA
Volts
Total AMPS
Circuits
Visible Disconnects
Ballasts
120
arias
SIGN INDUSTRIES
FLORIDA I NORTH CAROLINA GEORGIA
ELECTRICAL NOTES
1. At materials and fasteners meet 3004.4
2. At electrical components are UL listed and approved.
3. Sign grounded according to NEC 60077
4. Signs manufactured and listed NEC 600.3 and marked
per NEC 600.4.
5. At branch circuits per NEC 600.5(6).1 or (B).2.
6. At Signs controlled by photocell or time clock per FBC
13 -415. (ABC).1.4.
7. One visible 20 amp disconnect per sign per circuit per
NEC 600.6(A),1
CORPORATE HEADQUARTERS
1071 West Blue Heron Blvd., West Palm Beach, Florida 33404
PHONE: (561)863.6659 / 800.772.7932 FAX: (561)863.4294
NORTHEAST DIVISION
707 Commerce Drive, Concord, North Carolina 28025
PHONE: (704) 788.3733 / 800.772.7932 FAX: (704) 788.3843
www.atlassignindustries.us
18" Dia.
UNDERWRITERS
LABORATORIES INC.
LISTED
0
OA : A CABINET SECTION (PLAN)
SIGN SPECIFICATIONS :
1. 10" EXTRUDED ALUMINUM SIGN BODY WITH
FIXED AND REMOVABLE RETAINERS.
2. FACES OF 3/16" LEXAN SG 308 CLEAR WITH
FIRST SURFACE APPLIED 3M TRANSLUCENT
VINYL GRAPHICS AND SECOND SURFACE
APPLIED 3M 3635 -70 DIFFUSER.
3. (2) F36 T8 H.O. LAMP.
4. (1) 120V / 1.12 AMP BALLAST.
5. (1) UL OUTDOOR RATED TOGGLE TYPE
DISCONNECT SWITCH WITH NEOPRENE
BOOT MOUNTED TO SIDE OF CABINET.
6. BRAKE FORMED ALUMINUM POLE COVER
WITH 1" x 1" ALUMINUM ANGLE VERTICAL
SUPPORTS. SEE DETAIL B : B POLE COVER
PLAN.
7. 1/4" x 3 7/8" x 8 3/4" MOUNTING PLATE WELDED
TO POLE COVER AT INSIDE TOP. SEE POLE
COVER PLATE DETAIL.
8. FASTEN CABINET TO POLE COVER WITH 1/4"
BOLTS, NUTS AND LOCK WASHERS.
9. 2" x 2" x 1/4" ALUMINUM TUBE SUPPORT THRU
CABINET AND POLE COVER WELDED TO POLE
COVER PLATE AND TO ALUMINUM ANGLE
MOUNTED IN BOTTOM OF POLE COVER.
SUPPORT WILL BE EMBEDDED INTO BELOW
GRADE FOUNDATION.
10. 1" x 1" x 3/16" ALUMINUM ANGLE WELDED TO
BOTTOM OF POLE COVER AND TO SUPPORT
TUBE.
11. CUSTOMER SUPPLIED PRIMARY ELECTRICAL
INSIDE UL CONDUIT TO SIGN.
12. BELOW GRADE CONCRETE FOUNDATION.
TD Bank Directional, Miami Shores, Florida 01/26112
Wind Load per ASCE 7 -05 (2007 FBC rev'd. 2009)
V = 146 mph (Miami- Dade); I = 1.0; Gust Factor, G = 0.85
Supports: 2 "x2 "x 1/4" A6061 aluminum
Fb (welded). 9 ksi x 1.33m = 12 ksi
Sign: hop = 2.25'; Kh = 0.85 (Table 6 -3); (Kz, = 1.0; Kd not applicable)
qh = .00256 x .85 x (146)2 = 46.38 psf
As1gn= 3.08'x1.5'= 4.62sf; ho =3.0'
B/s = 2; s /ho = 0.5; CT = 1.70 (Figure 6 -20)
F = 46.38 x .85 x 1.70 x 4.62 = 0.31 k# (kips)
Tension on mounting bolts: 1.875" c/c
M =0.31 x 0.75 x 12 = 2.79 k"#
ft per bolt (2 per side) = 2.79 / 1.875" x 2 = 0.744 k# per bolt
A325 (or equal) '/4' bolts; F, = 2.0 k# > 0.744 k# - OK
Note: tube extends thru sign extrusion minimizing shear on bolts
Cover: Aco,e, = 1.5 x 1.5 = 2.25 sf; B/s = 1.0; s /ho = 0.5; C, = 1.75
FCOV9, = 46.38 x 0.85 x 1.75 x 2.25 = 0.155 k#
F55, = 0.155 + 0.310 = 0.465 k#
hlne„ = (.155 x 0.75) + (0.31 x 2.25) / 0.465 = 1.75'
Sreq= 0.465x1.75x12/12= 0.82in3
2"x 2"x 1/4" al tube, S = (24- 1.54)1(6 x 2) = 0.91 in3 -OK
Foundation calculations
Caisson foundation in sand or clayey sand: FBC (IBC 1805.7.2.1);
Trial depth = 3'; b = 18" dia
Soil, sand at 300 # /sf /f (Table 1804.2, sec. 1804.31)
S1= .3 x .34 x 3' x 1.33 = 0.407 k#/sf;
A, = 2.34F /S1b = (2.34 x 0.465)1(0.407 x 1.5) = 1.782
D = (0.5 x 1.782) {1 + [1 + (4.36 x 1.75 / 1.78212} (Eq. 18 -1)
D,eq = 1.78211 + 2.298] = 2.94 "; 3' depth OK
Make foundation: 18" dia x 3' -0" deep
Use 3000 #, 28 day concrete
Embed pipe as shown
Code Provisions for Sign Installation
Code Edition: 2007 Florida Building Code, Revised 2009
Wind Load per ASCE 7 -05, (Florida Building Code 1609.1.1)
Exposure C
Occupancy Category II: (Table 1 -1)
Importance Factor 1: (Table 6 -1)
Wind Speed 146 (3 sec. gust): (Fig. 6-1B)
CONTRACTOR: ATLAS SIGN INDUSTRIES
2290 AVENUE L
WEST PALM BEACH, FL. 33404
(561) 863-6659
LIC. #ES0000204
ENGINEER INFORMATION
NAME: Theodore M. McAnlis, P.E.
ADDRESS: P.O. Box 14724
North Palm Beach, Florida 331408
•
E -Mail: ted.mcanlis @hotmail.com •
••
LICENSE No. 19239
•••
•
•
••
•
••.
As witnessed by my seal, I certify that the
sign structure and foundation meet or
exceed the requirements of the 2009 FBC
for 146 wind load.
authorization
2012 This design I engineering is to remain Atlas Sign
m
0
Number
Revision Description
Approved by
Date
APPROVED AS SHOWN
APPROVED AS NOTED
CORRECT & RESUBMIT
9005 Biscayne Boulevard, Miami Shores,
orida
:0114/12
gee`" • J. brow
Ma a0er A. Shinn
•
aY• • D:Rdtthers•
14238 -5
As Shown
saet
Td Bart�t / Florida / Miami Shores
6
2
5
3
S
E 8
U
E
5
0
P
EXISTING
COMMERCIAL
BUILDING
ZONE: B -2
NOTE:
CONTRACTOR TO NOTE NE DIFFERENT BUILDING ORIENTATION SHOWN ON
THE 'C' AND 'S' SHEETS (SEE NORTH ARROWS). CONTRACTOR TO
CONFIRM BUILDING PLACEMENT PRIOR TO STARTING BUILDING
( FOUNDATION.
r
PROPOSED SPEED BUMP
//
5' REQUIRED LANDSCAPE BUFFER
STOP SIGN AND
0 NOT ENTER SIGN
24' WHITE
STOPBAR
\STOP SIGN AND
– PEDESTRIAN
h CROSSING SIGN
';. -.24" WHITE
STOPBAR
PROPOSED MONUMENT SIGN
PROPOSED
WATER SERVICE
0 20 40
SCALE FEET
LEGEND
CONCRETE
ADA COMPLIANT
DETECTABLE WARNING
ADA COMPLIANT
RAMP
TRAFFIC PATTERN DIRECTION
(NOT A PAVEMENT MARKING)
PAVEMENT MARKING
INO
VEHICLE OUTLINE FOP r__ - --
DRIVE –THRU STACKING I I
PROPOSED CONDfONS
Name of Developer 1 TD BANK.NA
Address 9050 Atrium Way Mount Laurel NJ 08054
Name of Development TD Bank -9005 Biscayne Bivd Village of Miami Shores
Proposed Use Financial Institution.' Bank
Zoning District Commercial B -2 TRANSIENT BUSINESS
Section, To= •+nshi0. Range 0 -06, T -53, R -42
No. of Stories/ Floors 1 Story
Flood Elevation Zone AE ( Elevation 8)
FIRM Map: 120 11C 0308F (8/18/92)
CODE COMPLIANCE
CODE
REQUIRED
SO. FEET
PROVIDED
PARKING
ADA PARKING
1 SPACE / 250
SQ FT =16
24
1 -25 STAI LS
= 1 ADA STALLS
1
GREEN SPACE
20%
0.48
26%
DRIVE–THRU STACKING
4 SPACES
0.09
4
SETBACK
Vehicular Use
0.37
15,136
FRONT
25 FT
0.02
73.8 FT
SIDE (WEST)
5 F1
45.5 FT
SIDE (EAST)
5 FT
18.1 FT
REAR
5 FT
41 FT
LA BUFFER
FRONT
5 FT
5 FT
SIDE_(ST)
5 FT
5 FT
SIDE (WEST)
5 FT
0 FT
REAR
5 FT
5 FT
AREA BREAKDOWN
EXISTING SHOPPING CENTER
43,636 SO.. FT. 261 SPACES, INCLUDING 10 HI.C.,
ACRES
SO. FEET
LAND USE DATA
TOTAL
0.63
27,728
3,964 SF FL PROTOTYPE 3 REAR ATTACHED
DRIVE –THRU LANES (BANK)
PERVIOUS
0.15
6.580
23.73%
IMPERVIOUS
0.48
21.148
76.27%
Buiidina
0.09
3,964
11.30%
Vehicular Use
0.37
15,136
58.19%
Sidewalk
0.02
1,048
3.78%
PARKING
EXISTING SHOPPING CENTER
43,636 SO.. FT. 261 SPACES, INCLUDING 10 HI.C.,
PROPOSED PARKING (REQUIRED) --lll
(43,636 SQ. FT. – 6,431.67 SQ. FT. + 3,964 510 . FT.) /250 165 SPACES,
INCLUDING 7 H.C.
PROPOSED PARKING (PROVIDED) 248 SPACES, INCLUDING 10 H.C. SPACES
LAND USE DATA
EXISTING USE
RETAIL (FORMERLY A 5] OCKBUSTER STORE)
PROPOSED USED
3,964 SF FL PROTOTYPE 3 REAR ATTACHED
DRIVE –THRU LANES (BANK)
EXISTING ZONING
8 - -2 TRANSIENT BUSINESS
PROPOSED ZONING
6 -2 TRANSIENT BUSINESS
NOTES:
1. ROOF TOP MECHANICAL EQUIPMENT 15 TO BE SCREENED PER CITY CODE.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED
BY THE GENERAL CONTRACTOR AT GROUNDBREAK.
3- BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR REFERENCE
PROPOSED PURPOSES ONLY. WHEN LAYING OUT THE PROPOSED BUILDING FOUNDATION, THE CONTRACTOR
SEWER SHALL USE THE ARCHITECTURAL. PLANS FOR EXACT BUILDING DIMENSIONS.
BY OTHERS
STOP SIGN
R1 -1
56'21" W
219.07' (CFT)
' 10' REQUIRED
:PARKING SETBACK
DO NOT ENTER 5' REQUIRED
R5 -1 LANDSCAPE BUFFER
STANDARD
BOLLARD
EXISTING POLE AND POLE
MOUNTED TRANSFORMER
1
1
NE 90TH STREET
COMMFwl
BultANd
ZONE: B -2
IST. FIRE
HYDRANT
4. SIGNAGE REQUIRES SEPARATE SIGNAGE PERMIT.
5 LIGHTING LEVELS WILL NOT EXCEED 0.5 FOOT CANDLES ALONG RESIDENTIAL. AREAS.
LEGAL DESCRIPTION OF SHOPPING CENTER WHERE SUBJECT PROPERTY IS LOCATED:
(PER OFFICIAL RECORDS BOOK 24432, PAGES 4515 -4516, M– D.C.R.)
LOT 5 LESS THE EAST 30 FEE'. AND ALSO LESS THE NORTH 25 KEET THEREOF, AND LOTS 5, 7.
AND 8, LESS THE NORTH 25 FEET OF SAME, AND ALSO THAT PART OF LOT 8 NOW BEING USED
AS PUBUC HIGHWAY KNOWN AS FEDERAL HIGHWAY ALSO KNOWN AS BISCAYNE BOULEVARD AND
THOSE PARTS OF EACH 10TS 8, 9, 10 AND 11 WHICH
LIE SOUTH OF FEDERAL HIGHWAY ALSO KNOWN AS BISCAYNE BOULEVARD, ALL OF SAID LOTS
BEING IN ASBURY PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4,
PAGE 110, OF THE PUBLIC RECORDS OF MIAMI –DADE COUNTY, FLORIDA.
LEGAL DESCRIPTION OF SUBJECT PROPERTY AUTHORED BY STONER & ASSOCIATES, INC..
WITHOUT THE BENEFIT OF A TITLE SEARCH AND BASED ON FOUND PROPERTY CORNERS AND
SHORT VERSION LEGAL DESCRIPTION SHOWN IN MIAMI - -DADE PROPERTY APPRAISER'S
WEBSITE FOR PROPERTY FOLIO No. 11 -3206- 011 -0060
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COMMENCE AT THE SOUTHEAST CORNER OF LOT 5, ASBURY PAL(n ACCORDIIV 7II 11-f� PLA• • • /� -
THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE 110, OF THE 7 PKLIC RECDI�S • • MI•DAIM • Q•O • COUNTY, FLORIDA; •• • •
• •• • • • •
THENCE SOUTH 87 °56'21 WEST, ALONG THE SOUTH LINE OF SAIC1 •kSBUI ' IILAT A • ALONG •tE • •: ••
NORTH RIGHT OF WAY LINE OF N.E. 9Dth STREET, A DISTANCE OF 478.01 FEET TI7 THE PUNT 0F• • •
BEGINNING; • •
THENCE CONTINUE SOUTH 8756'21 WEST, ALONG SAID SG Jj 1N QQF SAID ASBURY PLAT AND
ALONG SAID THE NORTH RIGHT OF WAY LINE OF N.E. 90th 5 LEET,: UISTANCj j1F•219.07 FEET;
• ^•
THENCE NORTH 02'34'55" WEST, A DISTANCE OF 12.20 PIET TO TH SOUTHEAS4RLY:I H•OF •, • •
WAY LINE OF BISCAYNE BOULEVARD (STATE ROAD No, 5•+ *S. HI I1VAYRNo. 1. • • • D TE
aa • • 0-0- 2010
THENCE NORTH 3627'59" EAST, ALONG SAID SOUTHEASTERLY RICH, OF WAY LSE OF iCAYNE • •
BOULEVARD (STATE ROAD No. 5 – U.S. HIGHWAY No. 1), A DISTANCE OF 210.63 FEE • pI20.IICT NO.
041701306
THENCE NORTH 87'56'21" EAST, A DISTANCE OF 85.13'; SHEET NUMBER • • THENCE SOUTH 02'59'02" EAST, A DISTANCE OF 177.00 FEEI•TO T POINT•OFeEGYINII • C -1 Ora •
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