Caylee Griner Work Experience

CAYLEE GRINERPROFESSIONAL EXPERIENCE

PORTFOLIO

TABLE OFCONTENTS

JPMORGAN CHASE - INNOVATION RETROFIT DESIGN DEVELOPMENT SCOPING CONSTRUCTION DOCUMENTS

CHICK-FIL-A

FIFTH THIRD BANK

NorthStar BANK

4-9

10-11

12-13

14-15

PROJECT INFORMATION BLOCKJOB #

DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

SEAL

ARCHITECT/ ENGINEER OF RECORD

A R C H I T E C T S100 S. Ashley Dr.,Ste. 100, Tampa, FL 33602Lic. #: AA - 0003590

P: 813 - 323 - 9233F: 813 - 323 - 9238W: www.bdgllp.com

9990

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THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD ORELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER “PLANS”) ARE THESOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOTBE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESSWRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTIONSHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THESUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALEDOR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDGARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR,WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANYCONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTENAPPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, ORINTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDGARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATED OBLIGATIONS BDGARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETERELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGESINCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS.ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELYTO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK.FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TOPERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGESASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR ISRESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITSWORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITHTHE DESIGN DOCUMENTS.

Architect of Record:Jack T. Marshall Jr., AIA,

NCARB, LEED AP License # 1315863

A08.2

3-D VIEWS

MHSAC

04-30-1515408

MO

NTG

OM

ERY

ISSUE BY DATE DESCRIPTION

NOTE: 3D VIEWS ARE FOR REFERENCE PURPOSESONLY. NOT TO BE USED FOR MATERIAL LAYOUTOR COURSING. REFER TO ELEVATIONS SECTIONSAND SPECIFICATIONS FOR ACTIVE INSTALLATIONINSTRUCTIONS.

0 2' 4' 8' 16'

ELECELEC ELEC

COMFORTZONE

CHECKDESK

COFFEECART

24X72

100%

MARKETING DISPLAY

MEDIUM DOMINANT FIXTURE

MST1

AT

2

AT

PST

3

4

5AST

FUTURE

CRINSTANT

ISSUE

FRON

T

EXPOSED SIDE

CCR 4 CCR 5 CCR 6 CCR 7

CCR 8

CCR 9

CCR 1

CCR 2 CCR 3

So Y

ou C

an

ATM

V3.0

CL

V3.0

CL

0 2' 4' 8' 16'

ELECELEC ELEC

COMFORTZONE

CHECKDESK

COFFEECART CSC

24X72

100%

MARKETING DISPLAY


ATM

EXISTING TO BEREMOVED

EXISTING FURNITUREREUSED / RELOCATED

CSC

Confidential. JPMorgan Chase Bank, N.A. Proprietary Information.

Slidell350 Gause Blvd, Slidell, LA 70458DND Number 2014

DESIGNER: DR/CRG 2014-12-12

+/- 6,163 S.F. +/- 6,163 S.F.

FLOOR PLANSPAGE 1.0

EXISTING PROPOSED

RM Approval DATE

FUTURE

NET NEWNEW SIGNAGE / MARKETING

EXISTING TO BE REMOVEDEXISTING FURNITURE REUSED / RELOCATED

PATH OF TRAVELeATM SIGNAGE PANEL

0 2' 4' 8' 16'

ELECELEC ELEC

COMFORTZONE

CHECKDESK

COFFEECART

24X72

100%

MARKETING DISPLAY


MST1

AT

2

AT

PST

3

4

5AST

FUTURE

CRINSTANT

ISSUE

FRON

T

EXPOSED SIDE

CCR 4 CCR 5 CCR 6 CCR 7

CCR 8

CCR 9

CCR 1

CCR 2 CCR 3

So Y

ou C

an

ATM

V3.0

CL

V3.0

CL

0 2' 4' 8' 16'

ELECELEC ELEC

COMFORTZONE

CHECKDESK

COFFEECART CSC

24X72

100%

MARKETING DISPLAY


ATM



CSC


Slidell350 Gause Blvd, Slidell, LA 70458DND Number 2014

DESIGNER: DR/CRG 2014-12-12

+/- 6,163 S.F. +/- 6,163 S.F.

FLOOR PLANSPAGE 1.0

EXISTING PROPOSED

RM Approval DATE

FUTURE




JPMORGAN CHASEINNOVATION

RETROFITDESIGN DEVELOPMENT

AFTER DESIGNS ARE APPROVED IN CLIENT PLAN REVIEWS, OUR TEAM ASSEMBLES DESIGN DEVELOPMENT (DD) PACKAGES THAT USE SITE SPECIFIC NOTES ADDRESSING EXISTING CONDI-TIONS, PROGRAMMING, AND SCOPE OF WORK. THE DD PACKAGES ARE UTIILIZED BY GENERAL CONTRACTORS FOR HIGH-LEVEL ESTIMATES.

Inno

vatio

n R

etr

ofit

Initi

ativ

e

1

v15.4

Kick down holder

Quads 1 & 2: Design GuidanceFull (1) eATM v3.0 Retrofit: Maintain Teller Line without BRG

(1) eATM v3.0

OTHER:• Remove Blue Wall Covering

at Teller soffit & Comfort Zone only. Replace per IR Finish Reqts. Sched.

• Install Cash Recycler and Instant Issue equipment per DRC-approved floor plan.

• Provide (1) kick down holder (Ives FS452-US28 or equal) at each swing door separating a Vestibule & Lobby (1 eATM sites only)

• Remove all CSCs

TELLER WALL:• Paint w/ accent paint PT-104• New paper dominant or

existing eMerch to remain• Old eMerch screens to be

updated & surface mounted

Existing

TELLER AREA:• Remove all teller marketing

and station number signage• Remove equipment,

pendant lights and FDIC signage at inactive stations (refer to 14-15 / IR2.3 for equipment removal details)

• Provide blue pendant at all active stations except AST

• Existing Business Transaction signage to remain/ relocate to new MST

• Refer to DRC-approved floor plan for Access Teller quantities and locations

• Provide stacker infill panels at inactive stations

TELLER SOFFIT:• Remove Blue Wall Covering and prepare

surface for paint, Paint with PT-403• Replace letterset per DRC-approved signage

(1) eATM v3.0 ZONE:• Freestanding eATM & trash

receptacle• Power Transition Box (PTB)

between eATM and teller millwork

• (1) Lite Access Bar (LAB)

aS DESIGNERS IN SUPPORT OF JPMORGAN CHASE, OUR STUDIO WORKED DIRECTLY WITH THE INTERNAL TEAM TO DEVELOP THE INNOVATION RETROFIT (IR) PROGRAM. THE DESIGNS ADAPT

THE CLIENT'S PROGRAM REQUIREMENTS INTO EXISTING FACILITIES, WHICH INCORPORATED DATA OF REQUIRED SCOPE AND EQUIPMENT USING KNOWLEDGE OF BRANCH OPERATIONS AND

FLOW OF TRAFFIC.



VAULT

STORAGE

MENS

WOMEN

BREAKROOMATM ROOM

VIEW ROOMDRIVE THRU TELLER

TELLER LINE

STORAGE

JANITOR

RESTROOM

RESTROOM

VAULTMFD

ABCM

BCM

COFFEE

MFD

60"

BBF

LF

BBF

LFCCR 7

CCR 5

CCR 6

CCR 4

CCR 3

CCR 2

CCR 1

SCCR 11

SCCR 10

CCR 9

CCR 8

COMFORTZONE

PCA

60"

BBFFF

T

BBF

LF

BBF

LF

CSC

AST

MST

1AT2

AT

PST

3

4

5

COMFORTZONE

CHECKDESK

CHECKDESK

So You Can

INSTANTISSUE

FRONT

EXPO

SED

SID

E

0 2' 4' 8' 16'80%

20%

V2.5 V2.5

MARKETING DISPLAYMEDIUM DOMINANT FIXTURE

COLCOL

ATM

ATM

0 2' 4' 8' 16'

VAULT

STORAGE

MENS

WOMEN

BREAKROOMATM ROOM


TELLER LINE

STORAGE

JANITOR

RESTROOM

RESTROOM

VAULTMFD

ABCM

BCM

COFFEE

MFD

60"

BBF

LF

BBF

LFCCR 7

CCR 5

CCR 6

CCR 4

CCR 3

CCR 2

CCR 1

SCCR 11

SCCR 10

CCR 9

CCR 8

COMFORTZONE

PCA

60"

BBFFF

T

BBF

LF

BBF

LF

CSC


CHECKDESK

80%

20%

COLCOL


Doral Isles10795 NW 58th St., Miami, FL 33178DND Number 11783

DESIGNER: DK/SAJ 2014-12-12

+/- 5,000 S.F. +/- 5,000 S.F.

FLOOR PLANSPAGE 1.0

EXISTING PROPOSED

RM Approval DATE

FUTURE




0 2' 4' 8' 16'

VAULT

STORAGE

MENS

WOMEN

BREAKROOMATM ROOM


TELLER LINE

STORAGE

JANITOR

RESTROOM

RESTROOM

VAULTMFD

ABCM

COFFEE

MFD

BBF

LFCCR 7

CCR 5

CCR 6

CCR 4

CCR 3

CCR 2

CCR 1

SCCR 11

SCCR 10

CCR 9

CCR 8

COMFORTZONE

PCA

60"

BBFFF

T

BBF

LF

BBF

LF

CSC

MEDIUM

CHECKDESK

COLCOL

60"

CEILINGHEIGHT

10'-3"

8'-9"

2'-0"

8'-4"

4'-4"

8'-7"

7'-2 1/2"

36'-0"

CASHSAFE

6'-0 1

/2"

2'-7"2'-2"

3'-0"

BASEDAMAGED

21'-5

"

F.E.C.

CEILINGHEIGHT

10'-0"

2'-6"5'-4"

CARPET

TILE

7'-5 1/2"

6'-0"

6'-7 1

/2"

F.E

.C.

15'-0"

20'-5

"

1'-1"

1'-7"DEAL DRAWER3'-2" AFF

ASPHALT CONCRETE CONCRETE ASPHALT

MICR

APPROX. 17'-6"

2 1/2" CLEARRACEWAY INTELLER LINEWALL

2'-2" 2'-2"

(3)ELECTRICALPANELS

OPEN BCMDOMINANT FIXTURE

MARKETING DISPLAY

CHASE-DORAL ISLESFLOOR PLAN SKETCH& CEILING HEIGHTS

scoping

uPON APPROVAL FOR CONSTRUCTION, OUR TEAM SCOPES THE EXISTING FACILITIES IN ORDER TO

ENSURE THE ACCURACY OF THE EXISTING PLAN. A SCOPING REPORT IS ASSEMBLED, PROVIDING A

DOCUMENTED FIELD SKETCH, PHOTOS, FIELD VERIFI-CATION CHECKLISTS, STRUCTURAL SKETCHES, AND PHOTOMETRIC ANALYSIS AND RECOMMENDATIONS. THE REPORT INFORMS THE DESIGN DEVELOPMENT PACKAGE IN PREPARATION FOR CONSTRUCTION

DOCUMENTS.



VAULT

STORAGE

MENS

WOMEN

BREAKROOMATM ROOM


TELLER LINE

STORAGE

JANITOR

RESTROOM

RESTROOM

VAULTMFD

ABCM

BCM

COFFEE

MFD

60"

BBF

LF

BBF

LFCCR 7

CCR 5

CCR 6

CCR 4

CCR 3

CCR 2

CCR 1

SCCR 11

SCCR 10

CCR 9

CCR 8

COMFORTZONE

PCA

60"

BBFFF

T

BBF

LF

BBF

LF

CSC

AST

MST

1AT2

AT

PST

3

4

5

COMFORTZONE

CHECKDESK

CHECKDESK

So You Can

INSTANTISSUE

FRONT

EXPO

SED

SID

E

0 2' 4' 8' 16'80%

20%

V2.5 V2.5


COLCOL

ATM

ATM

0 2' 4' 8' 16'

VAULT

STORAGE

MENS

WOMEN

BREAKROOMATM ROOM


TELLER LINE

STORAGE

JANITOR

RESTROOM

RESTROOM

VAULTMFD

ABCM

BCM

COFFEE

MFD

60"

BBF

LF

BBF

LFCCR 7

CCR 5

CCR 6

CCR 4

CCR 3

CCR 2

CCR 1

SCCR 11

SCCR 10

CCR 9

CCR 8

COMFORTZONE

PCA

60"

BBFFF

T

BBF

LF

BBF

LF

CSC


CHECKDESK

80%

20%

COLCOL


Doral Isles10795 NW 58th St., Miami, FL 33178DND Number 11783

DESIGNER: DK/SAJ 2014-12-12

+/- 5,000 S.F. +/- 5,000 S.F.

FLOOR PLANSPAGE 1.0

EXISTING PROPOSED

RM Approval DATE

FUTURE




2

A1.2.4

21BE

02BE

4

A1.2.4

PN-11

PN-14

PN-12

PN-09

PN-05

PN-08

PN-02

PN-10

PN-04PN-07

PN-03

12BE

15BE

09OE

PN-01

MFD

ABCM

OPEN BCM

COFFEE

MFD

60"

CCR 5

CCR 6

CCR 4

CCR 3

CCR 2

CCR 1

PCA

T

BBF

LF

BBF

LF

VAULT

STORAGE


TELLER LINE

VAULT

ATM

COMFORTZONE

V2.5 V2.5

MST

PST

FRONT

EXPO

SED

SID

E

FRONT

40" HGT.33" HGT. CAT


SO YOU CAN

60"

MENS

WOMEN

BREAKROOMATM ROOM

STORAGE

JANITOR

RESTROOM

RESTROOM

SCCR 11

SCCR 10

CCR 9

CCR 8

BB

F

LF

5

4

32 1

PN-06

09OE

6'-10" 9'-6 1/2"

PN-13PN-15

PN-16

5'-6 3

/4"

18'-3"

ATM

CL

5'-10"

A. THE GENERAL CONTRACTOR (GC) WILL PROVIDE ON SITE SUPERVISION FOR ALL AFTER HOURS WORK AND WILL OVERSEE ALL VENDOR'S PROVIDING SERVICES FOR THIS PROJECT.

B. GC IS TO START ALL DIMENSIONS FROM THE SHOWN WORK POINTS. BUILDING DIMENSIONS MAY VARY FROM THE PLAN.

C. [SUPERVISOR (PROJECT MANAGEMENT)] (SPM) WILL COORDINATE WITH THE MERCHANDISING MANAGER FOR ALL SIGNAGE NEW AND EXISTING THAT IS TO BE REMOVED AND INSTALLED. GC WILL COORDINATE WITH THE MERCHANDISING VENDOR AS NEEDED FOR SCHEDULING.

D. ALL EXISTING BUILDING SYSTEMS (LIGHTING, POWER, DATA, SECURITY, FIRE SPRINKLERS, HVAC, ETC.) SHALL REMAIN AS IS. FIELD VERIFY EXACT EXTENTS AT AREAS AFFECTED BY DEMOLITION / CONSTRUCTION. NOTIFY SPM IMMEDIATELY IF CONFLICTS ARISE.

E. PRIOR TO CORING, TRENCHING, OR PLACING EQUIPMENT ON SLAB GC WILL X-RAY SLAB REQUIREMENTS FOR NEW WORK, GC WILL COORDINATE ALL SLAB WORK WITH SPM.

F. GC IS RESPONSIBLE FOR OBTAINING A STRUCTURAL ENGINEER'S VERIFICATION THAT THE EXISTINGFLOOR LOAD CAPACITIES CAN ACCOMMODATE ALL NEW EQUIPMENT. IF EXISTING FLOOR LOADCAPACITIES CANNOT ACCOMMODATE NEW EQUIPMENT, THEN GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY STRUCTURAL FLOORING ALTERATIONS REQUIRED TO MEET THESE REQUIREMENTS.

G. ALL RELOCATED DESKS ARE TO RECEIVE POWER AND DATA.

H. ALL FURNITURE AND FURNITURE PANELS TO MATCH EXISTING, UNLESS NOTED OTHERWISE AND AREPROVIDED BY THE FURNITURE VENDOR. FURNITURE VENDOR TO SURVEY EXISTING FURNITURE PANELS AND DETERMINE IF ADDITIONAL NEW FURNITURE PANELS ARE NEEDED TO ENABLE THE FINAL LAYOUT / CONFIGURATION. FURNITURE VENDOR IS RESPONSIBLE FOR STRUCTURAL SUPPORTAND CONNECTION OF FURNITURE PANELS.

I. THE GC IS RESPONSIBLE FOR ALL FLOOR PROTECTION DURING CONSTRUCTION AND THE DELIVERYAND INSTALLATION OF THE CR'S / NEW ATM'S.

J. EXISTING FLOORING TO REMAIN UNLESS NOTED OTHERWISE OR AFFECTED BY DEMOLITION/CONSTRUCTION. PATCH, REPAIR AND INFILL AS REQUIRED.

K. WHERE TRENCHING OR CORE DRILLING IS REQUIRED SUB FLOORING AND OR SUBSTRATE SHALL BERETURNED TO A LEVEL CONDITION. WHERE (OAR's) ARE PROVIDED OVER EXISTING FINISHES, PATCHING DUE TO CONSTRUCTION ACTIVITY WILL MATCH ADJACENT EXISTING OR NEW FINISHES.

L. EXISTING CEILINGS TO REMAIN UNLESS NOTED OTHERWISE OR AFFECTED BY DEMOLITION/CONSTRUCTION. PATCH, REPAIR AND INFILL AS REQUIRED, COORDINATE WITH SPM.

M. PROVIDE PRE-FINISHED FLUSH CAP AT ABANDONED PENDANT LIGHT FIXTURE. COLOR TO MATCH ADJACENT CEILING COLOR. INSTALL PENDANT LIGHT FIXTURES PER TO DSD.

N. SECURITY PROJECT MANAGER WILL PROVIDE A SECURITY PLAN FOR THE PROJECT UNDER A SEPARATE COVER. THE GC WILL COORDINATE ALL REQUIRED WORK BY THE ASSIGNED VENDOR.

GENERAL NOTES

BANK EQUIPMENT SCHEDULE

TAG DESCRIPTION MANUFACTURER PRODUCT FINISH

FURNISHED BY INSTALLED BY

NOTESOWNER GCEQUIP

VENDORFURN

VENDOR OWNER GCEQUIP

VENDORFURN

VENDOR

BE-02DRIVE UP ATM NCR/ HYOSUNG/

WINCOR VERIFY W/ OWNER ■ ■

ATM SURROUND SIGNAGEVENDOR VERIFY W/ OWNER ■ ■

BE-12

CASH RECYCLER [CR] GLORY RBG-100 --- ■ ■ PROVIDED ANDINSTALLED BY GLORY

COIN DISPENSER TELEQUIP /INSTACHANGE --- --- ■ ■ PROVIDED AND

INSTALLED BY GLORYCR UNINTERRUPTIBLE POWERSUPPLY LIEBERT PS1500RT3-120 --- ■ ■

BE-15 eATM V3.0 HYOSUNG MX8200QT --- ■ ■

COMPLIES WITH FABC2010 SECTION 707.FURNISHED ANDINSTALLED BY CHASE ATMGROUP

BE-21 INSTANT ISSUE MACHINE DATACARD CE870 WITH 5-CARDINPUT HOPPER ■ ■

A1.2.2

PROPOSED FLOOR PLAN & SCHEDULES

SCALEPROPOSED FLOOR PLAN 11/8"=1'-0"

GSBQ

OFFICE AND MISCELLANEOUS EQUIPMENT SCHEDULE

TAG DESCRIPTION MANUFACTURER PRODUCT FINISH


NOTESOWNER GCEQUIP

VENDORFURN

VENDOR OWNER GCEQUIP

VENDORFURN

VENDOROE-09 DUAL BAND QUEUE ROPES AND

STANCHIONS LAWRENCE METALS TENSABARRIER BLACK ■ ■ WHEN PROVIDING NEW,REFER TO FLOOR PLANSFOR QUANTITIESPOST WITH BELT LAWRENCE METALS 889 DUAL BLACK ■ ■

POST WITHOUT BELT LAWRENCE METALS 889 T2U-33-RCV BLACK ■ ■

PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:CHECKED BY:

SHEET TITLE

SHEET NUMBER

ISSUE/BY DATE DESCRIPTION

SEAL


JPM

CHA

SE -

Dor

al Is

les

1079

5 N

W 5

8th

St.

Mia

mi,

FL 3

3178

03-16-201514150

Architect of Record:Brian D. Hammond, AIA, LEED AP

FL. Lic. # - AR0009919

FURNITURE SCHEDULE

GROUPOGLTAG DESCRIPTION

DESIGN PALETTE /CONTEXT

VENDOR VENDOR # MANUFACTURER MODEL FINISH


HERI

TAG

EW

AM

U

HERI

TAG

EM

ASS

MA

RKET

LMI

STA

ND

ARD

AFF

LUEN

T

OW

NER

GC EQ

UIP.

VEN

DO

RFU

RN.

VEN

DO

R

OW

NER

GC EQ

UIP.

VEN

DO

RFU

RN.

VEN

DO

R

CHECKDESKS LAB LITE ACCESS BAR , LAMINATE,

CORIAN TOP

■ ■ ■

CBBE C000 - 30r-42 CUSTOM CUSTOM

DARK WALNUT

■ ■■ ■

FONTHILL PEAR/ SHAKERCHERRY

FURNITURE SCHEDULE NOTES:

1 MATCH EXISTING WHERE MAJORITY FURNTIURE FINISH TO REMAIN

PLAN NOTESPN-01 RECONFIGURE/RELOCATE EXISTING FURNITURE AS SHOWN ON PLAN.PN-02 RECONFIGURE LOBBY AREA FOR NEW eATMS AS SHOWN ON PROPOSED FLOOR

PLAN. LOCATE NEW/EXISTING QUEUING STANCHIONS AS SHOWN ON THEPROPOSED FLOOR PLAN.

PN-03 EXISTING COMFORT ZONE FURNITURE TO BE RELOCATED. SEE PROPOSED PLAN.PN-04 INSTALL NEW INSTANT ISSUE DEVICE WITH PRE-FABRICATED STAND (OR) ON

EXISTING / NEW COUNTER, IN ACCORDANCE WITH DETAILS 13 & 14 ON SHEETA2.1. INCLUDE SECURITY CAMERA.

PN-05 DECOMMISION EXISTING TELLER STATIONS. DO NOT REMOVE EQUIPMENT.PN-06 RE-USE EXISTING PENDANT LIGHT FIXTURES AT ALL ACTIVE TELLER STATIONS EXCEPT

AST.PN-07 RE-INSTALL TELLER PIN PADS. PROVIDE POWER AND DATA PER DETAILS 10 & 11 ON

SHEET A2.1.PN-08 INSTALL CR AS SHOWN. PROVIDE REQUIRED POWER AND DATA PER DETAILS 3 & 4

ON SHEET A2.1PN-09 WHERE THE EXISTING DOMINATE FIXTURE HAS BEEN REMOVED, PATCH AND REPAIR

TO MATCH EXISTING. REVIEW MERCHANDISING AND SIGNAGE LEGEND FOR NEWOR REUSED MERCHANDISING AND SIGNAGE.

PN-10 INSTALL NEW eATM LOCATIONS AS SHOWN ON THE PLAN, RE-USE EXISTING ORPROVIDE NEW POWER AND DATA FROM TELLER SIDE OF ADJACENT TELLER LINE.INSTALL POWER, DATA AND CLOSURE PANEL PER DETAIL 9 ON SHEET A2.1.

PN-11 CONTRACTOR TO TRENCH FLOOR FOR NEW ELECTRICAL AND DATA CONNECTIONSFOR THE eATM STATIONS. TRENCHING IS TO BE ROUTED FROM THE CLOSEST WALL TOTHE AREA OF WORK. ALL WORK SHALL BE COMPLETED IN A NEAT WORKMAN LIKEFASHION. IF TRENCHING AND MATERIAL REPLACEMENT IS NOT COMPLETED IN THESAME NIGHT THE CONTRACTOR SHALL PROVIDE TRENCH COVERS TO PREVENTTRIPPING HAZARD.

PN-12 REMOVE THE EXISTING PAINTED PAVEMENT DIRECTIONAL SIGNAGE WHERE VATTUBES HAVE BEEN DECOMMISSIONED IN PLACE (I.E. DRIVE THRU). ON EXISTINGASPHALT DRIVES, PROVIDE A COVERING OF SEALANT TO COMPLETELY COVERTHE SIGNAGE. ON CONCRETE DRIVES, POWER WASH TO REMOVE THE PAINTEDSIGNAGE AS COMPLETELY AS POSSIBLE WITHOUT DAMAGING THE TOP SURFACEOF THE CONCRETE. RESEAL CONCRETE WITH CURE-SEAL-HARDENER ASMANUFACTURED BY CURECRETE DISTRIBUTION, INC.WWW.ASHFORDFORMULA.COM. (NO CHANGE TO SURFACE APPEARANCEEXCEPT A SHEEN DEVELOPED DUE TO TRAFFIC AND CLEANING).

PN-13 INSTALL NEW DRIVE-UP ISLAND ATM. PROVIDE AND INSTALL POWER, DATA ANDSECURITY REQUIREMENTS AS REQUIRED PER DETAILS 1-3 ON SHEET A1.2.4.

PN-14 CONTRACTOR TO TRENCH EXTERIOR SLAB FOR NEW DRIVE-UP ISLAND ATMPOWER/ DATA/ SECURITY CONNECTIONS. ALL WORK SHALL BE COMPLETED IN ANEAT WORKMAN LIKE FASHION. IF TRENCHING AND MATERIAL RE-PLACEMENT ISNOT COMPLETED IN THE SAME NIGHT THE CONTRACTOR SHALL PROVIDE TRENCHCOVERS TO PREVENT TRIPPING HAZARD.

PN-15 INSTALL NEW DRIVE-UP ISLAND ATM BOLLARDS AS REQUIRED SEE DETAILS 1-3 ONSHEET A1.2.4.

PN-16 INSTALL NEW INACTIVE LANE BOLLARD MEDIA SLEEVE AS SHOWN ON PLAN ANDAS REQUIRED BY DETAIL 4 ON SHEET A1.2.4.

1 BQ 04-22-15 PERMIT COMMENTS

1

D-11

D-04

D-01

D-02

D-03

D-05

D-06

D-07

D-10

D-08

VAULT

STORAGE

MENS

WOMEN

BREAKROOMATM ROOM


TELLER LINE

STORAGE

JANITOR

RESTROOM

RESTROOM

VAULTMFD

ABCM

OPEN BCM

COFFEE

MFD

60"

CCR 5

CCR 6

CCR 4

CCR 3

CCR 2

CCR 1

SCCR 11

SCCR 10

CCR 9

CCR 8

COMFORTZONE

PCA

T

40" HGT.33" HGT.

CAT

BBF

LF

BBF

LF

BBF

LFCCR 7

BB

F

LF

60"

D-09

D-12D-13 D-14

CSC

A. COMPARE EXISTING AND PROPOSED FLOOR PLANS TO DETERMINE EXTENT OF DEMOLITIONREQUIRED. FILED VERIFY EXTENTS WITH CHASE PM.

B. A HAZARDOUS MATERIALS INSPECTION BY PROPERLY QUALIFIED AND CERTIFIED PERSONNEL IS REQUIRED PRIOR TO DEMOLITION. HAZARDOUS MATERIALS ARE TO BE REMOVED IN ACCORDANCE W/ E.P.A. AND COUNTY REQUIREMENTS.

C. SPECIAL CARE SHALL BE TAKEN IN THE REMOVAL OF ANY PORTIONS OF WORK CLOSE TO, ABOVE, OR ADJACENT TO EXISTING STRUCTURES WHICH ARE SCHEDULED OR INTENDED TO REMAIN IN PLACE.

D. TEMPORARY BARRICADES AND OTHER SAFETY MEASURES SHALL BE ERECTED AROUND HAZARDOUS AREAS ALL IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL ORDINANCES.

E. DURING NON-WORKING HOURS, BARRICADES, CLOSURES, AND OTHER MEASURESWILL BE USED TO SECURE THE AREA.

F. ALL UNUSABLE CONSTRUCTION MATERIALS AND DEBRIS FROM DEMOLITION WORKSHALL BE REMOVED FROM THE SITE AS WORK PROGRESSES AND DISPOSED OF PERLOCAL CODE REQUIREMENTS.

G. PROVISIONS FOR RECONNECTION OF OR CAPPING AND PLUGGING OF ANYELECTRICAL, PIPING, OR UTILITY WORK SHALL BE COORDINATED IN FIELD WITHMECHANICAL / ELECTRICAL OR PLUMBING ENGINEER AND WITH OWNER'SREPRESENTATIVE.

H. ALL RECONNECTIONS SHALL BE MADE IN A MANNER WHICH WILL LEAVE THE WORK SAFELY AND PROPERLY FUNCTIONING OR DISCONNECTED AS REQUIRED IN A PROPER STRUCTURAL CONDITION AND REPAIRED CONDITION AND WITH A WORKMANLIKE

AND AESTHETICALLY PLEASING APPEARANCE WHERE VISIBLE.

I. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE BUILDINGOCCUPANTS POSSESSIONS ARE NOT DAMAGED, AND IF SO, SHALL BE REPLACED ATTHE CONTRACTOR'S EXPENSE. ANY WALL PENETRATIONS SHALL BE SEALED IN AMANNER THAT WILL NOT BE VISIBLY DETECTABLE AFTER THE AREA IS PAINTED.CONSTRUCTION THAT IS DAMAGED BEYOND PATCHING SHALL BE REPLACED.GENERAL CONTRACTOR AND / OR CONSTRUCTION MANAGER SHALL PROVIDE AWRITTEN PLAN FOR PROTECTION OF EXISTING STRUCTURES AND EQUIPMENT TO REMAININ PLACE. WRITTEN PLAN SHALL BE PROVIDED TO THE OWNER NOT LESS THAN 10BUSINESS DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE AFFECTED AREA.

J. ALL WASTE SHALL BE TAKEN OFF SITE AT THE END OF EACH WORK DAY BY THECONTRACTOR. ANY WASTE HOLDING AREAS OR CONTAINERS SHALL BE SECURED(LOCKED) SO THAT UNAUTHORIZED PEOPLE CANNOT BE ACCIDENTALLY EXPOSED TOTHESE PRODUCTS OR WASTE. THE CONTRACTOR SHALL ENSURE THAT EACH WORK SITEIS MAINTAINED IN A SAFE AND CLEAN MANNER, AND THAT NO DEBRIS IS ALLOWED TOREMAIN AT THE WORK SITE UPON COMPLETION OR AT THE END OF A WORK SHIFTPRIOR TO THE RETURN OF THE BUILDING OCCUPANTS. ANY STAGING OR WORK SITEMEETING AREA (INSIDE OR OUTSIDE THE BUILDING) SHALL BE KEPT CLEAN OF DEBRISAND CIGARETTE BUTTS. CONTRACTOR'S PERSONNEL ARE NOT ALLOWED TO SMOKEANYWHERE INSIDE THESE BUILDINGS. THE CONTRACTOR'S PERSONNEL SHALL BERESTRICTED TO PRE-DESIGNATED ROUTES FROM THE WORK SITE TO THE OUTDOORS.UNDER NO CONDITIONS WILL THE CONTRACTOR'S EMPLOYEES BE ALLOWED OUTSIDETHIS ROUTE OR IN ANY OTHER PORTION OF THIS BUILDING, WITHOUT PRIOR APPROVALFROM THE BUILDING OWNER. ANY PERSON WHO IS FOUND OUTSIDE THE WORK AREAOR DESIGNATED ROUTE MAY BE REMOVED IMMEDIATELY AND PERMANENTLY FROMTHE PROJECT. THE BUILDING OWNER RETAINS THE RIGHT TO IMMEDIATELY DISMISS ANYWORKER, INCLUDING THE SUPERVISOR, FROM THIS PROJECT AT ANY TIME, AND CANALSO DO SO WITHOUT HAVING TO SHOW CAUSE. THE CONTRACTOR WILL BEASSIGNED A SITE FOR BREAKS AND LUNCH, AND ONLY THAT SITE WILL BE USED FORTHOSE PURPOSES.

K. THE CONTRACTORS EMPLOYEES SHALL NOT DISCUSS WITH VISITORS OR STAFFMEMBERS, ANY ASPECTS, FINDINGS, OR PROCEDURES INVOLVED WITH THIS PROJECT.IF THE CONTRACTOR RECEIVES ANY INQUIRIES, THOSE PEOPLE SHALL BE COURTEOUSLYDIRECTED TO THE BUILDING OWNERS REPRESENTATIVE FOR THAT PROJECT.

L. ALL SUPPLEMENTAL ELECTRICAL EQUIPMENT SHALL BE PLUGGED INTO EXTENSIONCORDS THAT HAVE GROUND FAULT CIRCUIT INTERRUPTER BOXES, WHICH SHALL BESUPPLIED BY THE CONTRACTOR.

M. THE CONTRACTOR SHALL INSURE THAT ALL OSHA AND EPA REQUIREMENTS THAT AREAPPLICABLE TO THIS TYPE OF PROJECT ARE FOLLOWED FULLY, AND THE CONTRACTORSHALL BE SOLELY AND FULLY RESPONSIBLE FOR ANY DAMAGES, ILLNESS, OR INJURIESTHAT ARISE OUT OF, FROM, OR CAN BE RELATED TO THIS PROJECT.

N. THE CONTRACTOR SHALL BE SOLELY AND FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES, ILLNESS, OR INJURIES THAT ARISE OUT OF, FROM, OR CAN BE RELATED TOTHE CONTRACTORS ACTIVITIES ON THIS PROJECT.

O. ANY EXISTING MECHANICAL OR ELECTRICAL DEVICES, OR EQUIPMENT AFFECTED BYANY RENOVATION AND NOT CALLED FOR TO BE REMOVED OR DISCONNECTED, SHALLBE RESTORED AND LEFT IN FULL OPERATING CONDITION.

P. EXISTING BUILDING POWER, FIRE SPRINKLERS, HVAC, ETC SHALL REMAIN UNLESSNOTED OTHERWISE. REVISE/REPLACE AS DIRECTED BY CHASE PM.

Q. CONTRACTOR TO COORDINATE WORK SCHEDULE AND BUILDING ACCESS WITH CHASE SECURITY PRIOR TO BEGINNING WORK.

R. FURNITURE VENDOR IS TO BE RESPONSIBLE FOR ALL FURNITURE THAT IS REMOVED AND/OR RELOCATED. GENERAL CONTRACTOR (GC) AND [SUPERVISOR(PROJECT MANAGEMENT)] (SPM) ARE TO COORDINATE ALL WORK WITH THE FURNITURE VENDOR.

S. ALL EXISTING FURNITURE THAT IS NOT BEING RE-USED IS TO BE MARKED FOR THE FURNITURE VENDOR FOR REMOVAL OR AS NOTED BY SPM PROJECT MANAGER. THE GC WILL COORDINATE WITH THE EQUIPMENT VENDOR FOR PICK-UP OF EQUIPMENT AS NOTED IN THECONSTRUCTION SCHEDULE.

T. EQUIPMENT VENDOR IS RESPONSIBLE TO REMOVE ALL BANK EQUIPMENT REQUIRING A RIGGER. GC AND SPM TO COORDINATE ALL WORK OF (AND WITH) BANK EQUIPMENT VENDOR.

U. GC IS RESPONSIBLE FOR THE REMOVAL OF ALL NON-RIGGER BANK EQUIPMENT (EXCLUDINGFURNITURE) AS REQUIRED. GC SHALL COORDINATE WITH SPM FOR POSSIBLE REDEPLOYMENT. GC WILL COORDINATE WITH ALL TRADES AND VENDORS AS REQUIRED.

V. GC IS RESPONSIBLE FOR THE REMOVAL OF AND SAFE STORAGE OF EXISTING MERCHANDISING AND SIGNAGE FOR REUSE OR REDEPLOYMENT. GC TO COORDINATE WITH SPM AND VENDORS AS REQUIRED.

W. THE GC ALONG WITH THE SPM, WILL COORDINATE WITH APPROPRIATE VENDOR FOR THE REMOVAL OF THE EXISTING EMERCH MONITORS. THE GC WILL COORDINATE WITH ALL ASSIGNED VENDORS.

DEMOLITION GENERAL NOTES

A1.2.1

DEMO FLOOR PLAN

SCALEDEMO FLOOR PLAN 11/8=1'-0"

GSBQ


SHEET TITLE

SHEET NUMBER


SEAL


JPM

CHA

SE -

Dor

al Is

les

1079

5 N

W 5

8th

St.

Mia

mi,

FL 3

3178

03-16-201514150

Architect of Record:Brian D. Hammond, AIA, LEED AP

FL. Lic. # - AR0009919

DEMOLITION NOTESD-01 REMOVE THE EXISTING CSC. FINISHES ARE TO MATCH EXISTING SURROUNDING

CONDITIONS. EXISTING FLOOR BOX TO REMAIN. PROVIDE COVER PLATE APPROVEDFOR WALKING TRAFFIC. NEW COVER TO ALIGN WITH ADJACENT FINISHES. SEECONSTRUCTION NOTES AND SCHEDULES FOR REMAINDER OF REQUIRED WORK.

D-02 REMOVE THE EXTERIOR VAT TUBE SYSTEM TO THE UNDERSIDE OF THE CEILING. TERMINATEPOWER/DATA AND SECURITY CONNECTIONS PER LOCAL CODE. INTERIOR EQUIPMENTTO STAY IN PLACE. REMOVE POWER AND DATA CONTROLS. CAP TUBE INACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.

D-03 RELOCATE THE EXISTING COMFORT ZONE FURNITURE ONLY. REMOVE THE EXISTINGFURNITURE INLAY. PREP FLOOR FOR NEW FINISHES AS NOTED IN CONSTRUCTION NOTESAND SCHEDULES.

D-04 REWORK EXISTING TELLER STATION FOR NEW CR INSTALLATION. RELOCATE THE EXISTINGPEDESTAL AND DRAWERS AS NEEDED.

D-05 KEEP EXISTING PIN PADS IDENTIFIED FOR RE-INSTALLATION. DECOMMISSIONED PIN PADSARE TO BE REMOVED ALONG WITH POWER AND DATA CONNECTIONS. RETURNEQUIPMENT TO THE SPM OR DESIGNATED AGENT.

D-06 REMOVE OR RELOCATE EXISTING FURNITURE SYSTEMS AS SHOWN IN THE PROPOSEDFLOOR PLAN. TERMINATE EXISTING POWER AND DATA CONNECTIONS AS NEEDED.TERMINATIONS ARE TO BE DONE PER CURRENT LOCAL CODE REQUIREMENTS. PATCHWALLS AND FLOORS AS NEEDED TO RETURN THE AREA TO MATCH EXISTING. SEEGENERAL DEMOLITION NOTES FOR REQUIREMENTS FOR REDEPLOYED FURNITURESYSTEMS.

D-07 REMOVE CABINETRYAS REQUIRED TO ACCOMMODATE INSTANT ISSUE MACHINE PERDETAILS 13 & 14 ON SHEET A2.1

D-08 REMOVE EXISTING FDIC AND MARKETING SIGNAGE AT DECOMMISSIONED TELLERPOSITIONS.

D-09 REMOVE THE EXISTING FLOOR FINISHES AND TRANSITION STRIPS AS REQUIRED. PREPSUBSTRATE FOR NEW FLOOR FINISHES. SEE FINISH PLAN FOR EXPECTED EXTENTS ANDFINISH REQUIREMENTS.

D-10 REMOVE THE EXISTING WALL COVERING AND SIGNAGE FROM THE TELLER LINE SOFFIT /MOCK SOFFIT. PATCH AND PREP SOFFIT FOR NEW FINISHES PER THE FINISH SCHEDULE.

D-11 EXISTING DEAL DRAWER TO BE DECOMMISSIONED. SPM ALONG WITH BRANCH MANAGERARE TO INSPECT DEAL DRAWER TO ASSURE THE UNIT HAS BEEN DECOMMISSIONEDCORRECTLY.

D-12 REMOVE PAINTED DIRECTIONAL ARROW FROM EXISTING PAVEMENT

D-13 REMOVE EXISTING DRIVE-THROUGH CURB AND AISLE FOR NEW CURB ANDELECTRICAL/DATA CONDUITS. SEE STRUCTURAL & ELECTRICAL. COORDINATE WITHPROPOSED PLAN.

D-14 COVER EXISTING CANOPY LANE INDICATOR SIGNAGE TO CONCEAL TEXT.

1 BQ 04-22-15 PERMIT COMMENTS

1

CONSTRUCTION DOCUMENTS

BEFORE

AFTER

4'-6

"

8'-0

"O

VER

ALL

LEN

GTH

OF

2-1/

2" S

TEEL

PIP

E

PLASTIC BOLLARD COVER

DOMED TOP

2 1/2" NOM. (2.875" O.D.) STEEL PIPE

6" NOMINAL (6.625" O.D.) STEEL PIPE

PLUG WELD TOGETHER W/ DRILLEDHOLES & FILL BOTH PIPES W/ CONCRETE

NEW CONCRETE ISLAND WORK - SEESTRUCT. DWGS. FOR ADDL. INFO.

CONCRETE PIER SEE STRUCTURAL

1/2" COMPRESSIBLE FILLER

EXISTING CONCRETE

EXISTING CONCRETE ISLAND (BEYOND)

3'-6

"

NEW CONCRETE TO MATCH EXISTING

6"

2'-0"

6"

6"

2'-0" 6"

2'-9 1/4"

2'-6"

3'-6"

TYPICAL BOLLARD COVER:IDEAL SHIELDS BPD-OBE (CUSTOM COLOR TOMATCH BENJAMIN MOORE "OL' BLUE EYES"ATM: BPD-OBE-6-54-S

A1.2.33

6'-5"

3'-6"HOLD

TRA

FFIC

FLO

W

6"6"

1'-0"1'-10" 8"

2'-5 3

/8"1'-

2 1/8"

2"1'-

4"1'-

3 1/2"

1'-0"8"

1'-5"8"

7"8"

4"8"

6"2'-6"6"

7"4"

3'-2 1

/2"3'-

2 1/2"

8"x8"x6" PVC PULL BOX W/GASKETED TOP SET FLUSH W/TOP OF CONCRETE ISLAND

UNDERGROUND CONDUITSTO BRANCH

2-PIPE OFFSET CONCRETE-FILLED STEEL PIPE BOLLARDWITH COVER

IN-SLAB CONDUITS TO PULLBOXES

APPROXIMATE OUTLINE OFATM - GC TO CAULK AROUNDBASE AFTER INSTALLATION

12" x 16" x 6" PVC PULL BOX W/GASKETED TOP SET FLUSH W/TOP OF CONCRETE ISLAND

6 ANCHOR BOLTS- REFER TOATM SHOP DRAWINGS FORSIZE AND POSITION- MAINTAINCONCRETE COVER TO SLABOPENING PER A.C.I.

2"x4" PVC JUNCTION BOXSET FLUSH W/ TOP OFCONCRETE ISLAND

℄ PU

LL B

OX

A

ND

BO

LTS

℄ A

TM 1 1/8"

EDGE OF CONCRETE CURB

EDGE OF NEW CONCRETEDRIVE-THRU



4'-0

"4" MIN.

12"x55" BLUE POLYETHYLENEBOLLARD MEDIA SLEEVE ASMFRD. BY ENCORECOMMERCIAL PRODUCTS, INC.11"X 36" SIGN PROVIDEDBY SIGNAGE VENDORLAG BOLT SLEEVE TOBOLLARD

4" NOM. (4.5" O.D.) GALV.STEEL PIPE FILLED w/CONCRETE w/8"X8"X1/2"WELDED BASE PLATE

(4) 5/8" DIA. CONC. ANCHORBOLTS - 4" MIN. EMBEDMENTANCHOR BOLLARD TO EXIST.CONC. SLAB

EXISTING CONCRETE DRIVE-THRU

MIN. 3" COVER - GC TOCOORDINATE FINAL LOCATIONBASED ON FIELD CONDITIONS

EXISTING ASPHALT

A1.2.3

SITE DETAILS


SHEET TITLE

SHEET NUMBER


SEAL


JPM

CHA

SE -

Cyp

ress

Lak

es13

19 S

tate

Roa

d 7

Nor

th L

aud

erd

ale,

FL

3306

8

06-24-201515831

Architect of Record:Gregg A. Holdsworth, AIA, LEED AP

FL License # AR0017669

GSCG

SCALEDRIVE-UP - ISLAND ATM PLAN 13/4"=1'-0"

SCALEDRIVE-UP- ISLAND ATM BOLLARD 33/4"=1'-0"

SCALEINACTIVE LANE- BOLLARD MEDIA SLEEVE 23/4" = 1'-0" THE CONSTRUCTION DOCUMENTS ARE A

CULMINATION OF SPATIAL PLANNIING IN DESIGN DEVELOPMENT, CLIENT REVIEW,

AND FIELD VERIFICATION.

4'-6

"

8'-0

"O

VER

ALL

LEN

GTH

OF

2-1/

2" S

TEEL

PIP

E


DOMED TOP

2 1/2" NOM. (2.875" O.D.) STEEL PIPE






EXISTING CONCRETE


3'-6

"


6"

2'-0"

6"

6"

2'-0" 6"

2'-9 1/4"

2'-6"

3'-6"


A1.2.33

6'-5"

3'-6"HOLD

TRA

FFIC

FLO

W

6"6"

1'-0"1'-10" 8"

2'-5 3

/8"1'-

2 1/8"

2"1'-

4"1'-

3 1/2"

1'-0"8"

1'-5"8"

7"8"

4"8"

6"2'-6"6"

7"4"

3'-2 1

/2"3'-

2 1/2"









℄ PU

LL B

OX

A

ND

BO

LTS

℄ A

TM 1 1/8"





4'-0

"4" MIN.






EXISTING ASPHALT

A1.2.3

SITE DETAILS


SHEET TITLE

SHEET NUMBER


SEAL


JPM

CHA

SE -

Cyp

ress

Lak

es13

19 S

tate

Roa

d 7

Nor

th L

aud

erd

ale,

FL

3306

8

06-24-201515831



GSCG



SCALEINACTIVE LANE- BOLLARD MEDIA SLEEVE 23/4" = 1'-0"

4'-6

"

8'-0

"O

VER

ALL

LEN

GTH

OF

2-1/

2" S

TEEL

PIP

E


DOMED TOP

2 1/2" NOM. (2.875" O.D.) STEEL PIPE






EXISTING CONCRETE


3'-6

"


6"

2'-0"

6"

6"

2'-0" 6"

2'-9 1/4"

2'-6"

3'-6"


A1.2.33

6'-5"

3'-6"HOLD

TRA

FFIC

FLO

W

6"6"

1'-0"1'-10" 8"

2'-5 3

/8"1'-

2 1/8"

2"1'-

4"1'-

3 1/2"

1'-0"8"

1'-5"8"

7"8"

4"8"

6"2'-6"6"

7"4"

3'-2 1

/2"3'-

2 1/2"









℄ PU

LL B

OX

A

ND

BO

LTS

℄ A

TM 1 1/8"





4'-0

"4" MIN.






EXISTING ASPHALT

A1.2.3

SITE DETAILS


SHEET TITLE

SHEET NUMBER


SEAL


JPM

CHA

SE -

Cyp

ress

Lak

es13

19 S

tate

Roa

d 7

Nor

th L

aud

erd

ale,

FL

3306

8

06-24-201515831



GSCG



SCALEINACTIVE LANE- BOLLARD MEDIA SLEEVE 23/4" = 1'-0"

INSPIRATION

With a name and menu recognition that

appeals to all ages, Chick-fil-A is designed

as a premium fast-food experience that

provides easy menu choices to those on

the go. A bright and clean palette of simple

materials includes white subway tile, wood

plank walls and pops of the signature

red to create an open yet sophisticated

feeling. The overall look is completed with

unexpectedly fun graphics within a relaxed,

uncluttered aesthetic, reflecting the comfort

and movement of the Tampa Bay setting.

CURRENT BRAND ENVIRONMENT

CHICK-FIL-AQUICK SERVICE RESTAURANT (QSR)

CURRENT BRAND ENVIRONMENT CURRENT BRAND ENVIRONMENT

DESIGN NARRATIVE

LOCATION: MAIN TERMINAL

PACKAGE

T A M P A A I R P O R T

S P A C E

_ _F&B5 T-3-1716

Grout #2: Mapei; "Gray"

Tile #2: Specialty Tile; "1"x2" Brick"

Metal #1: Clayton Fixture;"Trismoke"

Wood #1: Skylar Morgan, "Natural White Oak"

Tile #6: Specialty Tile, "Red Penny Round"

Paint #1: Sherwin Williams; "Natural Choice"

Paint #3: Sherwin Williams; "Bolero"

Grout #1: Mapei; "Charcoal"

Gro

ut #

2:M

apei

; "G

ray"

Tile #1: Interceramic, "Bone"

Tile #4: Dal-Tile; "Gunmetal"

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CHICK-FIL-AREVIT

MODELING

IMAGES PROVIDED BY OUTSIDE SOURCE

FINAL RESULT

J

J

J

J

J

FAC

P

J

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FSD233627W KIM KL8 10.000000

FM P3 624 WK IMK L810.00 00 00

REF

.

A08.0

2

A08.0

A08.1

A08.1 1

2

1

1A10.0

2A10.0

1A10.1

VESTIBULE100

SELF SERVICELOBBY

103

LOBBY102

VIDEOCONFERENCE

116

SEATING101

ATM ROOM104

OFF-STAGINGAREA

105VAULT

106

WORKROOMCASH ROOM

107

MEN'SRESTROOM

108

WOMEN'SRESTROOM

109

JANITOR110

ELECTRICAL113

EMPLOYEELOUNGE

112

CORRIDOR111

PARTNER OFFICE114

TELLER115

PARTNER OFFICE117

PARTNER OFFICE118

RETAIL OFFICE119

RETAIL OFFICE120

3A11.1

4A11.1

2A10.1

2

2

46

7

8

8

1012

12

C

F

H

J

K

L

N

P P

R R

13 314

G

Q Q

B

9

A05.0 1

A04.03

A04.11

A04.12

A04.13

A04.17

M

11

5

A05.24

D

E

2

A05.1

2

A05.1

1

A05.22

3

5

A05.2

1

1

A

A04.24

P4

P5

P6

P1

P3

P8

P9

P8

P7

P10

A04.18

A04.110

G.1

A05.51

A05.26

A04.15

P6

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

P24

P25

P26

P27

P24

P24

P6

P6

P5

P22 P24

P24

P27

P27

P25P17

P14

P15

P23

P9

P4

P26

P21

FLOOR PLAN KEY NOTES

1. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OFSTUD UNLESS OTHERWISE NOTED

2. SEE SHEET A.13.0 FOR PARTITION TYPES.3. REFER TO CIVIL PLAN FOR NORTH ORIENTATION4. EDGE OF DOOR JAMB SHALL BE MINIMUM 4" FROM

INTERSECTING WALL UNLESS OTHERWISE NOTED OR ASREQUIRED FOR HARDWARE INSTALLATION.

5. ALL EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY6. LOCATION AND NUMBER OF FIRE EXTINGUISHERS

ARE TO BE INSTALLED PER THE DIRECTION OF THELOCAL AUTHORITIES.

7. CONTRACTOR TO VERIFY SIZE AND LOCATION OFDRIVE-THRU BANKING EQUIPMENT WITH EQUIPMENTVENDOR PRIOR TO CONSTRUCTION

8. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALLSTEEL PIPE BOLLARDS AROUND DRIVE-UP BANKINGMACHINES WITH EQUIPMENT VENDOR PRIOR TOCONSTRUCTION

9. CONTRACTOR TO VERIFY ALL ELECTRICALREQUIREMENTS OF DRIVE-UP BANKING MACHINESPRIOR TO CONSTRUCTION

10. CONTRACTOR TO VERIFY SIZE AND LOCATION OFTELLER WINDOW WITH EQUIPMENT VENDOR PRIOR TOCONSTRUCTION

11. CONTRACTOR TO COORDINATE MAXIMUM EXTERIORWALL THICKNESS AT NIGHT DROP OF 8" WITH BANKEQUIPMENT VENDOR

12. CONTRACTOR TO VERIFY ALL REQUIREMENTS, SIZE ANDLOCATION OF NIGHT DEPOSIT WITH BANKINGEQUIPMENT WITH EQUIPMENT VENDOR PRIOR TOCONSTRUCTION

13. CONTRACTOR TO FRAME FOR DRIVE-UP OPEN / CLOSESIGNAGE. VERIFY SIZE AND REQUIREMENTS WITHOWNER FURNISHED VENDOR.

14. CONTRACTOR TO SET BANKING EQUIPMENT TEMPLATESEQUIPMENT VENDOR TO VERIFY CORRECT PLACEMENTAND TO COORDINATE WITH CONTRACTOR FOR PROPERPLACEMENT.

15. NO ADJUSTMENT TO THE CONTRACT AMOUNT WILL BEGIVEN FOR THE CONTRACTOR NOT FULLY ACQUAINTINGHIMSELF WITH EQUIPMENT VENDOR REQUIREMENTS.

GENERAL NOTES:


DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

SEAL




9990

Mon

tgom

ery

Roa

dM

ontg

omer

y, O

hio

4524

2




A01.0

FLOOR PLAN

MHSAC

04-30-1515408

MO

NTG

OM

ERY

SCALE 1/4" = 1'-0"

1FLOOR PLAN


P1 RECESSED KNOX BOX, MODEL # 3200R VERIFY LOCATIONWITH LOCAL MUNICIPALITY TO INSURE COMPLIANCE

P2 NOT USEDP3 GAS METERP4 RECESSED FIRE EXTINGUISHER CABINETP5 4” DIA CONCRETE FILLED STEEL BOLLARD, SEE SHEET TR01.0,

BOLLARD WITH BUMPER POST SLEEVE, “TRAFFIC YELLOW”5'-0" HIGH ABOVE CONCRETE.

P6 6” DIA CONCRETE FILLED STEEL BOLLARD, SEE SHEET TR01.0,BOLLARD WITH BUMPER POST SLEEVE, “TRAFFIC YELLOW”5'-0" HIGH ABOVE CONCRETE.

P7 CT CABINET, ELECTRICAL METER, DISCONNECT & ALLEXPOSED CONDUIT PAINTED P-2

P8 LINE OF DRIVE-THRU CANOPY ABOVEP9 LINE OF EXTERIOR SOFFIT ABOVEP10 RAISED CONCRETE DRIVE-THRU ISLANDP11 COURIER PASS-THRU BY NATIONAL VENDOR. REFER TO BANK

EQUIPMENT DRAWINGSP12 NIGHT DEPOSIT BOX. FURNISHED BY NATIONAL VENDOR AND

INSTALLED BY NATIONAL VENDOR. PREPARATION BY G.C. G.C.TO PROVIDE INSULATION AND WOOD TRIM ON INTERIOR UPONCOMPLETION OF ALL ELECTRIC & ALARM WIRING. G.C. TOPROVIDE WOOD BLOCKING BETWEEN BASE OF UNIT AND EXT.WALL

P13 CUSTOMER CONSOLE IRT VIDEO MONITOR FURNISHED BYNATIONAL VENDOR AND INSTALLED BY BANK NATIONALVENDOR. PREP BY G.C. ELECTRICAL CONTRACTORRESPONSIBLE FOR CONNECTION TO EQUIPMENT

P14 VAT TUBES TERMINAL, REFER TO NATIONAL VENDORDRAWINGS.

P15 VIDEO MONITORS FOR CUSTOMER CONSOLES. SEEEQUIPMENT DRAWINGS FURNISHED AND INSTALLED

P16 DRIVE - UP ATM BUILDING FURNISHED AND INSTALLED BYNATIONAL VENDOR. PREP BY G.C. COORDINATE WITH SHOPDWGS. PROVIDE HOLE IS SLAB FOR UNDERGROUND CONDUIT

P17 TCR- “GLORY RBG-100 INTELLIGENT CASH RECYCLER”FURNISHED BY NATIONAL VENDOR AND INSTALLED BY BANKNATIONAL VENDOR

P18 MOTORIZED TRANSPAROOL ROLL UP GRILL, SEE SECTION2/A02.1 FOR AND PLAN DETAILS 8 & 9 / A04.2

P19 RECESSED EMERGENCY RELEASE DEVICE FOR MOTORIZEDTRANSPAROOL ROLL UP GRILL, MOUNT DEVISED MAX 12’FROM MOTOR, 42” CENTERLINE FROM FLOOR

P20 FREE-STANDING SMART INTERIOR ATM. FURNISHED ANDINSTALLED BY BANK NATIONAL VENDOR. ROUGH OPENING ASINDICATED ON ELEVATION 4/A04.1

P21 6" WIDE CONCRETE CURB ALONG ENTIRE DRIVE UP SIDE OFBUILDING

P22 8” REINFORCED CONCRETE DRIVE-THRU ISLAND SLAB - SLOPESLAB PER SITE DRAWINGS. PROVIDE EXPANSION JOINTS ASREQUIRED

P23 EXTERIOR CONCRETE SLAB MUST BE FLUSH WITH TOP OFINTERIOR FINISH FLOOR AT DOORS 100A, 100B & 111, WITH AMAXIMUM 2% SLOPE AWAY FROM THE FINISH FLOOR

P24 TOOLED CONTROL JOINTS TYP. @ CENTERS AND BOTH ENDSOF SLABS AS SHOWN ON PLAN AND ON CONCRETE ISLANDSPER STRUCTURAL DRAWINGS

P25 STUB-UPS FOR POWER/ DATA/ TELEPHONE AS SHOWN ONSHEET E02.0 SHALL FALL WITHIN THE CASEWORK WALL G.C.TO COORDINATE THESE UNDERSLAB CONDUITS WITHELECTRICAL DRAWINGS

P26 WALL HYDRANT, SEE PLUMBING DRAWINGSP27 SYSTEMS FURNITURE & DOORS, PROVIDED AND INSTALLED

BY VENDOR. GYPSUM BULKHEADS REQUIRED AT 10’-0”, SEEREFLECTED CEILING PLAN A02.0

P28 NOT USEDP29 NOT USED

FAA

F

7

B

A04.19

Sim

3' - 2 5/8"5' - 4 7/8"

6A04.1

A04.1

4

1A10.1

12

H

11 1/2"11 1/2"9"9"11 1/2"11 1/2"

2' - 7"3' - 2"11 1/2" 11 1/2"

7' - 8"

5/8" GYP. BD.

AIR BARRIER BUILDINGWRAP ON 5/8"SHEATHING AT EQUIPMENTWALL TYP. WRAP BUILDING WRAPINTO ROUGH OPENING

BATT INSULATION

6" CURB

2" RIGID INSULATION

A04.1

5

6A11.2

GC TO COORDINATE ALL FINALDIMENSIONS OF EQUIPMENT WITH BANKEQUIPMENT VENDOR FOR ROUGHOPENINGS. COORDINATE IN FIELD

6A11.2SIM .

ADJUST HEADER HEIGHTPER VENDOR SPEC

4" BOLLARD

H

13

4" O.D. CONCRETE FILLEDPOST NEXT TO BANK EQPMT.ON DRIVE THRU ISLANDSPAINTED SAFETY TELLOW

1' - 3" 1' - 3"

3' - 8"

R1' - 10"

1' - 10" 1' - 10"

STONE ANDBRICK VENEER

STEEL COLUMNREFER TOSTRUCTURAL

3' -

4" LINE OF SILLBELOW

5/8" PLYWOODSHEATHING

H

14

3' - 0"

R1' - 6"

STONE ANDBRICKVENEER

STEEL COLUMNREFER TOSTRUCTURAL

3' -

4"

LINE OFSILL BELOW


FF

CONTIN. 1/8" GAP WITH CLEARSEALANT AND BACKER ROD

ALUM. JAMB TRACK BYOVERHEAD COILINGDOOR MANUFACTURER

3"X3" HSS COLUMN BYOH COILING DOOR MFR.

WOOD BLOCKINGAS REQUIRED

LOBBY SIDE

VESTIBULE SIDE

3 5/8" METAL STUDFRAMINGOVERHEAD DOOR

OPENING ABOVE

2

F

3

G

1

G.1

80.00°

3 1/

4"2'

- 10

"10

3/4

"5

11/1

6"

4 5/8"3 5/8" 4' - 5 7/8" 10 5/8"ACM PANELSYSTEM

TRESPA PANEL SYSTEMSTEEL COLUMNREFER TO STRUCTURALDRAWINGS

7

OVERHEAD DOOROPENING ABOVE

CONTIN. 1/8" GAPWITH CLEAR SEALANTAND BACKER ROD

ALUM. JAMB TRACK BYOVERHEAD COILINGDOOR MANUFACTURER

LOBBY SIDE

VESTIBULE SIDE

3"x3" HSS COLUMN BYOH. COILING DOOR MFR.

WOOD BLOCKINGAS REQUIRED

3 5/8" METAL STUDFRAMING

T.O. SLAB0"

2' -

1 1/

4"2'

- 5"

IRT OPENING6

A11.2

2' -

5"1'

- 7"

COURIERPASS-THRUOPENING

1' -

11"

2' -

1 1/

4"

NIGHTDEPOSITPASS-THRUOPENING

4 7/8" 1' - 11" 1' - 8" 1' - 1" 1' - 0 3/4" 1' - 11 1/2"7

3' -

6 3/

16"

ATMOPENING


BACK LIT LEDACRYLIC BRANDINGWALL BYSIGN VENDOR

BRACKET SUPPORTBY SIGN VENDOR

6A04.1

3' -

6 3/

16"

2' - 10 3/4"

ATM OPENING

2' - 10 3/4"

3' -

6 3/

16"

2' - 6 1/8"


DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

SEAL




9990

Mon

tgom

ery

Roa

dM

ontg

omer

y, O

hio

4524

2




A04.1

ENLARGED FLOORPLAN

MHSJLB

04-30-1515408

MO

NTG

OM

ERY

SCALE 1/2" = 1'-0"

1ATM PLAN DETAILSCALE 1" = 1'-0"

2NIGHT DEPOSIT/COURIER PASS-THRU/IRT PLAN

SCALE 1/2" = 1'-0"

7ISLAND DET. AT DRIVE-THRU

SCALE 1/2" = 1'-0"

3ISLAND DET. AT DRIVE THRU 2

SCALE 3" = 1'-0"

8OVERHEAD ROLL UP GRILLE JAMBSCALE 1" = 1'-0"

10ENTRANCE TOWER FLOOR PLAN SCALE 3" = 1'-0"

9OVERHEAD ROLL UP GRILLE TRACK SURROUND


SCALE 1" = 1'-0"

5NIGHT DEPOSIT / COURIER PASS-THRU / IRT ELEVATIONSCALE 1/2" = 1'-0"

6ATM WALL SECTION

SCALE 3/4" = 1'-0"

4ATM WALL ELEVATION

C - GRADE "A" PLAIN SLICEDCHERRY VENEER BOOKED MATCHSCL CORE WITH DOWELS ANDGLUED UNDER PRESSURE.STILES TO BE SQUARE PROFILECHERRY TO MATCH DOOR FACEFACTORY STAINED TO MATCH ST-11/4" CLEAR TEMPERED GLASS3/4" UNDERCUT

E - VAULT DOOR B - HOLLOW METAL DOORPAINT GRADEPAINT INTERIOR PT-1PAINT EXTERIOR TO MATCHBRICK

A - KAWNEER 350 MEDIUMSTILE ENTRANCECOLOR: BONE WHITESQUARE GLASS BLOCK3/4" CLEAR TEMPERED GLASS

D - VAULT DOORF - STEEL DOORINSULATEDPAINTED FINISHFILLER CAPVIEW SCOPE

5' -

0"

10' -

4"

19' - 8"

7A12.1

1A12.1

4A12.1

7' -

0"

4' - 0"

1A12.1

4A12.1

7A12.1

8' - 11"

10' -

4"

4A12.3

2A12.3

1A12.3

2A12.2

4A12.2

1A12.2

7A12.2

5A12.2

4A12.2

2A12.2

1A12.2

7A12.2

9' - 1 15/16"

4A12.2

2A12.2

1A12.2

6A12.2

5A12.2

3' - 8"

2' -

0"

7A12.1

4A12.1

1A12.1

SIM.

9A12.1

6A12.1

3A12.1

7A12.2


DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

SEAL




9990

Mon

tgom

ery

Roa

dM

ontg

omer

y, O

hio

4524

2




A12.0

DOOR AND WINDOWSCHEDULE AND

LEGEND

MHSJLB

04-30-1515408

MO

NTG

OM

ERY

DOOR & FRAME SCHEDULE

OPENINGNO.

DOORTYPE

DOORS

THICKNESS MATERIALFRAME

MATERIALHRDW

SET NO. REMARKSSIZES

WIDTH HEIGHT

100A G 3' - 0" 7' - 0" 1' - 0" ALUM100B G 3' - 0" 7' - 0 1/2" 1' - 0" ALUM101 F 3' - 0" 7' - 0" 1 3/4" ST HM 4

103A G 3' - 0" 6' - 8" 1' - 0" ALUM103B G 3' - 0" 6' - 8" 1' - 0" ALUM104 B 3' - 0" 6' - 8" 1 3/4" HM HM 2105 B 3' - 0" 6' - 8" 1 3/4" HM HM 2

106A D 4' - 0" 6' - 8" 9" VAULT DOOR AND FRAME INSTALLED AND GROUTED BY NATIONAL VENDOR. REFER TO BANK EQUIP. DRAWINGS. G.C. TO FLOAT FLOOR UP TO MEET MANUF.THRESHOLD PRIOR TO INSTALLING CARPET.

106B E 3' - 6" 6' - 8" 1 3/4"107 B 3' - 0" 6' - 8" 1 3/4" HM HM 2108 B 3' - 0" 6' - 8" 1 3/4" HM HM 2109 B 3' - 0" 6' - 8" 1 3/4" HM HM 2110 B 3' - 0" 6' - 8" 1 3/4" HM HM 2111 F 3' - 0" 7' - 0" 1 3/4" ST ST 4112 B 3' - 0" 6' - 8" 1 3/4" HM HM 2113 F 3' - 0" 7' - 0" 1 3/4" ST HM 4114 C 3' - 1" 7' - 0" 1 3/4" WD 3116 C 3' - 0

7/32"7' - 0" 1 3/4" WD 3

117 C 3' - 1" 7' - 0" 1 3/4" WD 3118 C 3' - 1" 7' - 0" 1 3/4" WD 3119 C 3' - 1" 7' - 0" 1 3/4" WD 3120 C 3' - 1" 7' - 0" 1 3/4" WD 3

PAIR OF DOORS - 1 AND 2 EXTERIOR TO VESTIBULE AND VESTIBULE TO LOBBY2 EA CYLINDERS BY MEDECO BY OWNERBALANCE OF ALL HARDWARE BY DOOR MANUFACTURE/ SUPPLIER

SINGLE DOOR - 3 LOBBY TO OFFICE3'-4" X 7'-0" X 1-3/4" WOOD DOOR X METAL FRAME

3 EA HINGE 1279 4.5" X 4.5" X US26D1 EA LOCKSET ND80PD X ATHANS X US26D1 EA FLOOR STOP 241F X US26D3 EA SILENCER 307D

SINGLE SLIDING DOOR - 4,5 & 6 MEETING ROOMS AND OFFICE 3'-0" X 7'-0" GLASS DOOR X SLIDING RAIL

1 EA HANDLE

SINGLE DOOR - 7 LOBBY TO WORKROOM3'-0" X 7'-0" X 1-3/4" WOOD DOOR X METAL FRAME

3 EA HINGE BB1279 4.5" X 4.5" X US26D1 EA PUSH PLATE 30S 4" X 16" X US32D1 EA PULL PLATE 33G 4" X 16" X US32D1 EA CLOSER 8616 X SNB X AL1 EA DOOR SCOPE DOOR SCOPE X AL1 EA FLOOR STOP 241F X US26D3 EA SILENCER 307D

SINGLE DOOR - 8 WORKROOM FROM WOMEN3'-0" X 7'-0" X 1-3/4" WOOD DOOR X METAL FRAME

3 EA HINGE BB1279 4.5" X 4.5" X US26D1 EA LOCKSET ND80PD X ATHANS X US26D1 EA CLOSER PA8616DS X SNB X AL3 EA SILENCER 307D

01

02

03

04

05

HARDWARE SCHEDULE

BASIS OF DESIGN:

STORE FRONT - KAWNEER

REFER TO THIS SHEET FOR HARDWARE SCHEDULE.

1. UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED.2. REFER TO SPECIFICATIONS FOR DOOR GLAZING.3. EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE

GALVANIZED.4. DOOR SHALL MEET ALL LOCAL WIND SPEED AND IMPACT

REQUIREMENTS.5. PROVIDE ADA COMPLIANT HARDWARE ON ALL DOORS.6. ALL GLAZING SHALL BE TEMPERED GLASS FOR DOORS.7. ALL ALUMINUM STOREFRONT/ DOORS SHAL BE ANODIZED .7 MILS

ARCHITECTURAL CLASS I, #40 DARK BRONZE8. ALL METAL DOORS AND FRAMES SHALL BE PAINTED, SEE SCHEDULE.9. ALL METAL DOORS AND FRAMES SHALL BE 16 GAUGE , WELDED.

1. FLOOR LEVEL CHANGES GREATER THAN 1/4" SHALL BE BEVELED OR TAPERED 1:2PER ADA.

2. FLOOR LEVEL CHANGES BETWEEN 1/4" AND 1/2" SHALL BE TAPERED AT A MAX 1:2RATIO. MAX VERTICAL SHALL BE 1/4".

3. FLOOR LEVEL CHANGES GREATER THAN 1/2" SHALL BE SLOPED AT A MIN 1:12RATIO OR PROVIDE ADA THRESHOLD.

1. THE MINIMUM GLAZING PERFORMANCE SHALL BE AS FOLLOWS: U-FACTOR =0.27-0.29 AND THE SOLAR HEAT GAIN COEFFICIENT = 0.38 - GLAZING BASIS OFDESIGN - PPG SOLAR BAN 60 CLEAR + CLEAR.

2. ALL EXTERIOR GLAZING SHALL BE TEMPERED, 1" INSULATED.3. ALL INTERIOR WINDOWS SHALL BE TEMPERED ONLY.4. EXTERIOR ALUMINUM STOREFRONT BASIS OF DESIGN - KAWNEER TRI-FAB VG

4515. INTERIOR ALUMINUM STOREFRONT BASIS OF DESIGN - KAWNEER 1010 SLIDING

MALL FRONT

DOOR AND WINDOW NOTES

DOOR TRANSITION NOTES

STOREFRONT/ GLAZING NOTES

SINGLE DOOR - 9 WORKROOM FROM JANITOR3'-0" X 7'-0" X 1-3/4" WOOD DOOR X METAL FRAME

3 EA HINGE 1279 4.5" X 4.5" X US26D1 EA LOCKSET ND80PD X ATHANS X US26D1 EA KICK PLATE 16" X 34" X US32D1 EA MOP PLATE 16" X 35" X US32D1 EA O.H.STOP/

HOLDER 4434X SNB X US26D3 EA SILENCER 307D

06

SINGLE DOOR - 10 WORKROOM FROM MEN3'-0" X 7'-0" X 1-3/4" WOOD DOOR X METAL FRAME


07

SINGLE DOOR - 11 EXTERIOR FROM WORK ROOM LHR3'-0" X 7'-0" X 1-3/4" METAL DOOR X METAL FRAME

3 EA HINGE BB1191 4.5" X 4.5" X NRP X US26D1 EA LOCK SET L9080 X 07A X US26D1 EA LOCK GUARD 340D1 EA PA CLOSER PA8616DS X SNB C AL1 EA DOOR SCOPE DOOR SCOPE X AL1 EA ALARM LOCK PG30 X AL (DIG CONTROLLED)1 EA THRESHOLD 412SA X AL1 EA KICKPLATE 16" X 34"1 EA SWEEP 770SA X AL1 EA GASKET 891SAV X AL1 EA RAIN DRIP 810SA X AL3 EA SILENCER 307D

08

SINGLE DOOR - 12 WORKROOM FROM STORAGE3'-0" X 7'-0" FROSTED GLASS DOOR X SLIDING RAIL

1 EA HANDLE1 EA DORMA - MANET SLIDING HARDWARE

09

SINGLE DOOR - 13 STORAGE FROM ELECTRICAL/ MECHANICAL3'-0" X 7'-0" X 1-3/4" WOOD DOOR X METAL FRAME

3 EA HINGE BB1279 4.5" X 4.5" X US26D1 EA LOCKSET ND80PD X ATHANS X US26D1 EA CLOSER 8616 X SNB X AL1 EA FLOOR STOP 241F X US26D3 EA SILENCER 307D

10

SINGLE DOOR - 14 VAULT DOOR3'-4" X 7'-0"

ALL HARDWARE AND LOCKING ITEMS BY VAULT MANUFACTURER

11

SINGLE DOOR - 15 NIGHT DEPOSIT FROM LOBBY3'-4" X 7'-0" X 1-3/4" WOOD DOOR X METAL FRAME

3 EA HINGE BB1168 4.5" X 4.5" X US26D1 EA PRIVACY SET ND80PD X ATHANS X US26D1 EA CLOSER 8616 X SNB X AL1 EA DOOR SCOPE DOOR SCOPE X AL1 EA FLOOR STOP 241F X US26D3 EA SILENCER 307D

12

SCALE 3/8" = 1'-0"DOOR ELEVATIONS

SCALE 3/8" = 1'-0"

4WINDOW ELEVATION E

SCALE 3/8" = 1'-0"

1WINDOW ELEVATION HSCALE 3/8" = 1'-0"

2WINDOW ELEVATION F

SCALE 3/8" = 1'-0"

8WINDOW ELEVATION A SCALE 3/8" = 1'-0"

7WINDOW ELEVATION B SCALE 3/8" = 1'-0"

6WINDOW ELEVATION C

SCALE 3/8" = 1'-0"

3WINDOW ELEVATION G

SCALE 3/8" = 1'-0"

5WINDOW ELEVATION D

ALUMALUM

ALUMALUM

----

----

WDWD

WDWDWDWD


FIFTH THIRD BANKCONSTRUCTION

DOCUMENTS





5' -

0"

10' -

4"

19' - 8"

7A12.1

1A12.1

4A12.1

7' -

0"

4' - 0"

1A12.1

4A12.1

7A12.1

8' - 11"

10' -

4"

4A12.3

2A12.3

1A12.3

2A12.2

4A12.2

1A12.2

7A12.2

5A12.2

4A12.2

2A12.2

1A12.2

7A12.2

9' - 1 15/16"

4A12.2

2A12.2

1A12.2

6A12.2

5A12.2

3' - 8"

2' -

0"

7A12.1

4A12.1

1A12.1

SIM.

9A12.1

6A12.1

3A12.1

7A12.2


DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

SEAL




9990

Mon

tgom

ery

Roa

dM

ontg

omer

y, O

hio

4524

2




A12.0


LEGEND

MHSJLB

04-30-1515408

MO

NTG

OM

ERY


OPENINGNO.

DOORTYPE

DOORS


MATERIALHRDW


WIDTH HEIGHT





7/32"7' - 0" 1 3/4" WD 3

117 C 3' - 1" 7' - 0" 1 3/4" WD 3118 C 3' - 1" 7' - 0" 1 3/4" WD 3119 C 3' - 1" 7' - 0" 1 3/4" WD 3120 C 3' - 1" 7' - 0" 1 3/4" WD 3





1 EA HANDLE





01

02

03

04

05

HARDWARE SCHEDULE

BASIS OF DESIGN:













MALL FRONT







06



07



08



09



10



11



12


SCALE 3/8" = 1'-0"

4WINDOW ELEVATION E

SCALE 3/8" = 1'-0"


2WINDOW ELEVATION F

SCALE 3/8" = 1'-0"



6WINDOW ELEVATION C

SCALE 3/8" = 1'-0"

3WINDOW ELEVATION G

SCALE 3/8" = 1'-0"

5WINDOW ELEVATION D

ALUMALUM

ALUMALUM

----

----

WDWD

WDWDWDWD






5' -

0"

10' -

4"

19' - 8"

7A12.1

1A12.1

4A12.1

7' -

0"

4' - 0"

1A12.1

4A12.1

7A12.1

8' - 11"

10' -

4"

4A12.3

2A12.3

1A12.3

2A12.2

4A12.2

1A12.2

7A12.2

5A12.2

4A12.2

2A12.2

1A12.2

7A12.2

9' - 1 15/16"

4A12.2

2A12.2

1A12.2

6A12.2

5A12.2

3' - 8"

2' -

0"

7A12.1

4A12.1

1A12.1

SIM.

9A12.1

6A12.1

3A12.1

7A12.2


DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

SEAL




9990

Mon

tgom

ery

Roa

dM

ontg

omer

y, O

hio

4524

2




A12.0


LEGEND

MHSJLB

04-30-1515408

MO

NTG

OM

ERY


OPENINGNO.

DOORTYPE

DOORS


MATERIALHRDW


WIDTH HEIGHT





7/32"7' - 0" 1 3/4" WD 3

117 C 3' - 1" 7' - 0" 1 3/4" WD 3118 C 3' - 1" 7' - 0" 1 3/4" WD 3119 C 3' - 1" 7' - 0" 1 3/4" WD 3120 C 3' - 1" 7' - 0" 1 3/4" WD 3





1 EA HANDLE





01

02

03

04

05

HARDWARE SCHEDULE

BASIS OF DESIGN:













MALL FRONT







06



07



08



09



10



11



12


SCALE 3/8" = 1'-0"

4WINDOW ELEVATION E

SCALE 3/8" = 1'-0"


2WINDOW ELEVATION F

SCALE 3/8" = 1'-0"



6WINDOW ELEVATION C

SCALE 3/8" = 1'-0"

3WINDOW ELEVATION G

SCALE 3/8" = 1'-0"

5WINDOW ELEVATION D

ALUMALUM

ALUMALUM

----

----

WDWD

WDWDWDWD






5' -

0"

10' -

4"

19' - 8"

7A12.1

1A12.1

4A12.1

7' -

0"

4' - 0"

1A12.1

4A12.1

7A12.1

8' - 11"

10' -

4"

4A12.3

2A12.3

1A12.3

2A12.2

4A12.2

1A12.2

7A12.2

5A12.2

4A12.2

2A12.2

1A12.2

7A12.2

9' - 1 15/16"

4A12.2

2A12.2

1A12.2

6A12.2

5A12.2

3' - 8"

2' -

0"

7A12.1

4A12.1

1A12.1

SIM.

9A12.1

6A12.1

3A12.1

7A12.2


DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

SEAL




9990

Mon

tgom

ery

Roa

dM

ontg

omer

y, O

hio

4524

2




A12.0


LEGEND

MHSJLB

04-30-1515408

MO

NTG

OM

ERY


OPENINGNO.

DOORTYPE

DOORS


MATERIALHRDW


WIDTH HEIGHT





7/32"7' - 0" 1 3/4" WD 3

117 C 3' - 1" 7' - 0" 1 3/4" WD 3118 C 3' - 1" 7' - 0" 1 3/4" WD 3119 C 3' - 1" 7' - 0" 1 3/4" WD 3120 C 3' - 1" 7' - 0" 1 3/4" WD 3





1 EA HANDLE





01

02

03

04

05

HARDWARE SCHEDULE

BASIS OF DESIGN:













MALL FRONT







06



07



08



09



10



11



12


SCALE 3/8" = 1'-0"

4WINDOW ELEVATION E

SCALE 3/8" = 1'-0"


2WINDOW ELEVATION F

SCALE 3/8" = 1'-0"



6WINDOW ELEVATION C

SCALE 3/8" = 1'-0"

3WINDOW ELEVATION G

SCALE 3/8" = 1'-0"

5WINDOW ELEVATION D

ALUMALUM

ALUMALUM

----

----

WDWD

WDWDWDWD


RENDERING PRODUCED BY COLLEAGUE

NorthStar BankMacdill Avenue & Azeele Street

Tampa, Florida

View from north with blue internal soffit.

SEATINGAREA

TCR

MFD

TCR

COUPON

CONFERENCEROOM

OFFICE11'-10" x 10'-5"

CASHCHEST

OFFICE11'-0" x 10'-4"

UNIVERSAL BANKER12'-6" x 10'-9"

OFFICE11'-3" x 11'-10"


COUNTING ROOM11'-2" x 11'-9"

SAFE BOX ROOM11'-2" x 8'-4"

TELE / ELECROOM

BREAKROOM

MEN'SROOM

WOMEN'SROOM

60

ADMIN11'-7" x 8'-1"

VAT

FUTUREATM

ATM


Tampa, Florida rev. 9/19/2014

MEDIA WALL

MEDIA

SEATINGAREA

TCR

MFD

TCR

COUPON

CONFERENCEROOM

OFFICE11'-10" x 10'-5"

CASHCHEST

OFFICE11'-0" x 10'-4"


OFFICE11'-3" x 11'-10"


COUNTING ROOM11'-2" x 11'-9"

SAFE BOX ROOM11'-2" x 8'-4"

TELE / ELECROOM

BREAKROOM

MEN'SROOM

WOMEN'SROOM

60

ADMIN11'-7" x 8'-1"

VAT

FUTUREATM

ATM


Tampa, Florida rev. 9/19/2014

MEDIA WALL

MEDIA

RENDERING PRODUCED BY COLLEAGUE

NorthStar BANKCONSTRUCTION

Administration

BDG Architects

CONSTRUCTION admisitration included responsibilities such as site visits, generating field reports, monitor-ing construction quality control,

and completing the punch lst.

Documents

Caylee Griner Work Experience