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BOLLARD SLEEVE NOTES NELSON
<br />----- ---
<br />- ATM / ATA / ND EQUIPMENT ORDERING FORM_ 1 „ 1. SLEEVES SHALL BE WARRANTED AGAINST BOLLARD SC_HEDULE_ Nelco Architecture, Inc.
<br />FADING OR COLOR CHANGE FOR FIVE BOLLARD 1 Florida Certificate of Authorization
<br />4/2
<br />NEW EQUIPMENT TO BE INSTALLED YEARS FROM DATE OF COMPLETION. -
<br />------ ------------------ --- -_ - - 7�� 2. CUT BOLLARD SLEEVE DOWN TO 52" AFF.
<br />DIAMETER: 6" Number AA-26000525
<br />ATM/ATA/ND MODEL SLEEVE CONFIGURATION TOPPER LOCATION / QTY. COMMENTS ---� 3. INSTALL COVER W/ INCLUDED FOAM HEIGHT: 4'-0"
<br />_ _ _ 01 Kennedy Blvd.
<br />-- PLACEMENT: 3-2 1/2" FROM FRONT Y
<br />%%- "- STRIPS PER MANUFACTURER DIRECTIONS. Suite 450
<br />DIEBOLD 7790 DU ATM - --- SINGLE MACHINE FRAME-�R-TOP-D7790 _ LANE 4 / (1)7 EDGE OF ISLAND TO Tampa, FL 33602
<br />APPROVED MANUFACTURERS: CENTERLINE OF PIPE Phone: 813-803-8707
<br />AND TIGHT TO ATM.
<br />ENCORE COMMERCIAL PRODUCTS, INC.; PH: - - -
<br />4" DIAMETER STEEL PIPE 866.737.8900 BOLLARD 2 Client Representative:
<br />_ Jones Lang LaSalle
<br />BOLLARD WITH BANK A TYPE: POST GUARDS.
<br />DIAMETER: 6" Lisa Drees
<br />Tel.: 813-624.4515
<br />STANDARD HIGH DENSITY oC w w a B) COLOR: GRAY; HEIGHT: 4'-011 E-Mail: lisa.drees@am.jll.com
<br />POLYTHYLENE 3C OVER OR EQUAL. PMS g Uj Uj
<br />g C TAPEPANTONE COLOR:LOR RED REOL GRAY 3C. FLECTIVE STRIPES. PLACEMENT: CENTERED ON THE
<br />Q - - _j ) REAR OF ATM AND
<br />FILL PIPE WITH 3,000PSI - L LL - TIGHT AGAINST THE Architect:
<br />CONCRETE TYP. w O `r O w INNOPLAST' PH: 800.516.9287 DEVICE. NELSON
<br />"BOLTING OF CEN SECURITY PRIME PAINT STEEL tn- 0- O N A) TYPE: BOLLARD GARD BOLLARD COVERS. Nelco Architecture Inc
<br />PROPOSED ENCLOSURES TO COMPLY BOLLARD WITH ZINC -RICH U_ ~ ~ w0 B) COLOR: LIGHT GRAY. BOLLARD 3 Contact: Nicole Arwood
<br />CONCRETE ISLAND WITH EN 1143-1 (CEN SAFE PRIMER. o- n- C) TAPE COLOR: RED REFLECTIVE STRIPES. --- Tel.: 813-803-8713
<br />DIAMETER: 6� I E-mail: Harwood@nelsonww.com
<br />BURGLARY STANDARD
<br />4x4 WIRE WELDED ) R R BOLLARD COVERS USA; PH: 800.352.6609 HEIGHT: 4 -011 Architect of Record: Peter Hauer -stein
<br />PLACEMENT: TO AVOID THE AIR Tel.: 813-803-8726
<br />MESH A) TYPE: BC -SERIES. INTAKES OR A/C E-mail: phauerstein@nelsonww.com
<br />4'-6"
<br />ANCHOR WASHER' UNITS AND TIGHT MINIMUM B) COLOR: LIGHT GRAY. FL LICENSE NO: AR97797
<br />,p ------ -- - - -- - - .2" THICKNESS EXISTING C) TAPE COLOR: RED REFLECTIVE STRIPES. AGAINST THE DEVICE MEP Engineer:
<br />Infinity Engineering Group, LLC
<br />VEHICULAR DRIVE ---
<br />i ; ; Contact: Todd Stickler
<br />�I I !%' / / / �i; BOLLARD 4
<br />17 LANE Tel.: 813-326-8407
<br />BASE OF ATM - -- ---
<br />a s s a //;ice/ ;'i� ° j �!i DIAMETER: 4" E-mail: todd@iegroup.net
<br />a / i
<br />HEIGHT: 4'-0" General Contractor:
<br />1'-0" 1-0 �i 1-0 1-0 3 ' L1 y �� i' ; // / i 6" DIAMETER STEEL PIPE PLACEMENT: 5" FROM EDGE OF Spartan Contracting Company
<br />RESIN OR SHIELD 5/8 HIGH NEW CONCRETE / '' /� !,-/' BOLLARD WITH BANK STANDARD ISLAND TO Contact: Kris Paterson
<br />GC TO FILL JOINT /'" / i '' !/: i` ' ' " �� Tel.: 813-818-0932
<br />TENSILE BOLT (TYP. OF 4) ISLAND i� / / / 9 , HIGH DENSITY POLYETHYLENE
<br />WITH BITUMINOUS �/ - j' / �/ ,i / CENTERLINE OF PIPE E-mail: kpaterson@spartancc.com
<br />' 4 TO BE SECURED TO ,� / '' -' / (HDPE) PMS 3C COVER. FILL PIPE
<br />/ WITH 3000 PSI CONCRETE,** -
<br />JOINT FILLER, TYP. ',!�
<br />11 CONCRETE ISLAND WITH
<br />F ! ' iiG.C. AND ATM INSTALLER TO
<br />UNIT PROVIDED 19MM UNC ; , i /` I //
<br />�►
<br />� _ jii ,� � /,,' /. ,� � — ��- ' ; �� ;�,/ BAN K OF AM ERICA
<br />3 X 215MM WEDGE ANCHORS TYPICAL COORDINATE FINAL BOLLARD AND
<br />A A.
<br />DEVICE PLACEMENT WITH BANK ATM CAP ADD
<br />1 1 #5 DIA. `' ° " J i i
<br />s CONTINUOUS �' i , . /i / / /; ; , i�; MANUDFACTURER'S SPECIFICATIONS ZEPHYRHILLS
<br />CONCRETE ISLAND
<br />REINFORCING ; j
<br />REINFORCING/�i ;-�;; , i%��;i� 15 DIA 3,000 PSI CONCRETE
<br />TYP. ; , ,, / -- --
<br />' � 5632 GALL BOULEVARD
<br />j ZEPHRYHILLS, FL 33542
<br />0000=� MEN
<br />NEW, CONCRETE ISLAND DETAIL 01 DRIVE -UP ATM ATTACHMENT DETAIL OZ 4" BOLLARD DETAIL 03 6" TRAFFIC BOLLARD DETAIL 041
<br />SCALE: 1 —1 0 SCALE: 3 —1 0 SCALE: 1 —1 0 SCALE: 1 —1 0 PROPERTY ID: FL2-019
<br />i
<br />NSRP VERSION
<br />f
<br />NOTES: BULLETIN: 02-2019
<br />ATM TOPPER FRAME-R-TOP-D7790; EXISTING CONCRETE Description: No: Date:
<br />SEE ELECTRICAL DRAWINGS FOR ISLAND 1. DIAGRAMS ASSUME DEVICES WILL BE Issue for SD Review 08-02-2019
<br />POWER DETAILS PLACED RELATIVE TO THE EDGE OF THE 41_6#1 Issue for Permit 12-06-2019
<br />PIT FOR BOLLARD 2 BY G.C., 4'-6" CONCRETE PAD PER THE
<br />24" DEEP, BOLLARD TO BE NEW CONCRETE ISLAND ATM PAD MANUFACTURERS' CUT SHEETS. NEW CONCRETE ISLAND ATM PAD
<br />' 2. SECURITY BOLLARD PLACEMENT IS PER - - - —'�- _
<br />INSTALLED AND PIT BACK ��- - - „
<br />� EX. 6" CONC. ISLAND
<br />PROPOSED 6" DIAMETER STEEL / /' FILLED BY BANK VENDOR IX 6" CONC. ISLAND _ BANK OF AMERICA STANDARDS AND I-- -- -
<br />-- --- ---- - - -_ LAND
<br />n SECURITY BOLLARD, SEE 04/A08.12 / DURING ATM/ATA NEW 4" CONC. ISLAND MAY NOT ALIGN WITH NEW 4 CONC. IS
<br />INSTALLATION MANUFACTURER'S RECOMMENDATIONS.
<br />DIEBOLD 7790 DU ADVANCED 3. SECURITY BOLLARDS ARE INTENDED TO
<br />FUNCTION ATM /
<br />BE PLACED TO WITHIN 1/4" OF DEVICE
<br />4 DIAMETER BOLLARD, SEE
<br />• -- _ - (CONSIDER THICKNESS OF HDPE
<br />DETAIL 03/A08.12 %o BOLLARD COVER DURING PLACEMENT). _
<br />5�� 04
<br />511►N
<br />- 11
<br />i PROPOSED 4" DIAMETER STEEL NEW CONCRETE :� -
<br />_-- - - EXISTING CONCRETE
<br />TRAFFIC BOLLARD, SEE 03/A08.12 ISLAND ATM PAD -
<br />" I I I � �'� in ISLAND j ,I
<br />I I I / A SECURITY BOLT HOLE .00
<br />I I I I RECESSED PIT TO
<br />p LOCATIONS, TYP. OF 4, 0
<br />I I I I w RECEIVE ATM/ATA 2'-6 -0 N SEE DETAIL 02/A08.12 -
<br />I I I g STUB -UP, COORDINATE
<br />SIDE OF OPERATION I I I o _1 WITH VENDOR 1,_8„ 1_2„ 1-0/2 o0 N a
<br />I I I °J° REQUIREMENTS
<br />DIEBOLD 7790 DU
<br />I I I I �w O Q J ��� — -- ADVANCED FUNSTION ATM 0 j n
<br />I I I I a ,� _ w 1
<br />I I I I O > 1- Q \ - WITH FRAME-R-TOP-D7790 > FY,
<br />III II II III ONEW CONCRETE ISLAND ATM PAD _�. 1_8
<br />\
<br />111/411
<br />Z Ln
<br />Z _ OO O l
<br />11-2" 101/2" 7 1/2"
<br />EXISTING VEHICULAR I I I I SIDE OF OPERATION - - SIDE OF OPERATION �o w
<br />DRIVE LANE I I 02 I 211
<br />08.1 I I
<br />- -- -
<br />_
<br />I
<br />SEiAL.
<br />OFF LOR��
<br />•. 9
<br />ham:• �\PjE s E
<br />:U
<br />2 PR9�Jg 1 �uj
<br />PIT FOR BOLLARD 2 BY _ 'A�•.•UA
<br />G.0 24'1 DEEP BOLLARD in G���.... • @'-
<br />;�/i;' TO BE INSTALLED AND
<br />/'\
<br />PIT BACK FILLED BY „
<br />SECURITY BOLT HOLE N
<br />SECURITY BOLT HOLES, 3/4 i- /� BANK VENDOR DURING 5 \\ _ LOCATIONS, TYP. OF 4, 5�1 1 03 11 ;-+ s!F�
<br />�� ?�
<br />DIAMETER BY 8" DEEP, TYP. OF'(�// �j/%i %, %%i j/�i '%/ ATM/ATA INSTALLATION 1,_0„ SEE DETAIL 02/A08.12 08.1
<br />TO BE DRILLED INTO CONCRETE`!""/!/ ��%/�;��� i `� //�✓ �/ j /// - I_ t/ 1J (l/� --..
<br />ISLAND, SEE MANUFACTURES
<br />N 01 -
<br />SPECIFICATION
<br />PIT FOR BOLLARD 3 BY - 11" '-' 08.1 �
<br />G.C. 24" DEEP BOLLARD
<br />/// /, ,
<br />i ' / " /' j% NEW 4" CONC. ISLANb� _ _ -.-_- -_ NEW �4" CONC. ISLAND '
<br />/' , /�%%, TO BE INSTALLED AND PIT
<br />BACK FILLED BY BANK _ _. EX. 6" CONC. ISLAND - IX. 6 CONC. ISLAND
<br />GC TO COORDINATE WITH BANK
<br />- - - —
<br />ENLARGED EXTERIOR PLANS
<br />VENDOR BEFORE INSTALLATION / , "i. ; j , j j , VENDOR DURING NEW CONCRETE AND DETAILS
<br />ATM/ATA INSTALLATION ISLAND ATM PAD
<br />'
<br />6" DIAMETER BOLLARD, EXISTING CONCRETE
<br />' SEE DETAIL 04/A08.12 ISLAND
<br />05 05 Proj. No: 19.0002502.00 Reviewed By: NA
<br />- Drawn By: SLJ Approved By: PH
<br />EXISTING CONCRETE 0
<br />8.t 08.1
<br />15LANU
<br />DRIVE; UP ATM ELEVATION UNIVERSAL ATM PIT ENLARGED PLAN 06 DRIVE; UP ATM MOUNTING AND BOLLARD ENLARGED PLAN O7 AO8.,12
<br />SCALE. 1 —1-0 0 5 SCALE. 1 —1 0 SCALE: 1 —1 0
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