Caylee Griner Work Experience
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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
Mon
tgom
ery
Roa
dM
ontg
omer
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hio
4524
2
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
MEDIUM DOMINANT FIXTURE
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
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
MEDIUM DOMINANT FIXTURE
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
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.
EXISTING TO BEREMOVED
EXISTING FURNITUREREUSED / RELOCATED
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
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
MARKETING DISPLAYMEDIUM DOMINANT FIXTURE
CHECKDESK
80%
20%
COLCOL
Confidential. JPMorgan Chase Bank, N.A. Proprietary Information.
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
NET NEWNEW SIGNAGE / MARKETING
EXISTING TO BE REMOVEDEXISTING FURNITURE REUSED / RELOCATED
PATH OF TRAVELeATM SIGNAGE PANEL
0 2' 4' 8' 16'
VAULT
STORAGE
MENS
WOMEN
BREAKROOMATM ROOM
VIEW ROOMDRIVE THRU TELLER
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.
EXISTING TO BEREMOVED
EXISTING FURNITUREREUSED / RELOCATED
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
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
MARKETING DISPLAYMEDIUM DOMINANT FIXTURE
CHECKDESK
80%
20%
COLCOL
Confidential. JPMorgan Chase Bank, N.A. Proprietary Information.
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
NET NEWNEW SIGNAGE / MARKETING
EXISTING TO BE REMOVEDEXISTING FURNITURE REUSED / RELOCATED
PATH OF TRAVELeATM SIGNAGE PANEL
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
VIEW ROOMDRIVE THRU TELLER
TELLER LINE
VAULT
ATM
COMFORTZONE
V2.5 V2.5
MST
PST
FRONT
EXPO
SED
SID
E
FRONT
40" HGT.33" HGT. CAT
MARKETING DISPLAYMEDIUM DOMINANT FIXTURE
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
FURNISHED BY INSTALLED BY
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
ARCHITECT/ ENGINEER OF RECORD
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
FURNISHED BY INSTALLED BY
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
VIEW ROOMDRIVE THRU TELLER
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
PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:CHECKED BY:
SHEET TITLE
SHEET NUMBER
ISSUE/BY DATE DESCRIPTION
SEAL
ARCHITECT/ ENGINEER OF RECORD
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
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
PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:CHECKED BY:
SHEET TITLE
SHEET NUMBER
ISSUE/BY DATE DESCRIPTION
SEAL
ARCHITECT/ ENGINEER OF RECORD
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
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
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
PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:CHECKED BY:
SHEET TITLE
SHEET NUMBER
ISSUE/BY DATE DESCRIPTION
SEAL
ARCHITECT/ ENGINEER OF RECORD
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"
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
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
PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:CHECKED BY:
SHEET TITLE
SHEET NUMBER
ISSUE/BY DATE DESCRIPTION
SEAL
ARCHITECT/ ENGINEER OF RECORD
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"
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
J
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:
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
Mon
tgom
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Roa
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4524
2
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
A01.0
FLOOR PLAN
MHSAC
04-30-1515408
MO
NTG
OM
ERY
SCALE 1/4" = 1'-0"
1FLOOR PLAN
ISSUE BY DATE DESCRIPTION
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
5/8" PLYWOODSHEATHING
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
5/8" PLYWOODSHEATHING
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"
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
Mon
tgom
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Roa
dM
ontg
omer
y, O
hio
4524
2
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
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
ISSUE BY DATE DESCRIPTION
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
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
Mon
tgom
ery
Roa
dM
ontg
omer
y, O
hio
4524
2
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
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
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
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
ISSUE BY DATE DESCRIPTION
FIFTH THIRD BANKCONSTRUCTION
DOCUMENTS
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
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
Mon
tgom
ery
Roa
dM
ontg
omer
y, O
hio
4524
2
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
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
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
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
ISSUE BY DATE DESCRIPTION
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
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
Mon
tgom
ery
Roa
dM
ontg
omer
y, O
hio
4524
2
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
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
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
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
ISSUE BY DATE DESCRIPTION
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
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
Mon
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Roa
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4524
2
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
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
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
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
ISSUE BY DATE DESCRIPTION
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"
UNIVERSAL BANKER11'-6" x 14'-0"
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
NorthStar BankMacdill Avenue & Azeele Street
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"
UNIVERSAL BANKER12'-6" x 10'-9"
OFFICE11'-3" x 11'-10"
UNIVERSAL BANKER11'-6" x 14'-0"
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
NorthStar BankMacdill Avenue & Azeele Street
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.