Addendum Number 1

Transcription

Addendum Number 1

Addendum Number 1
January 22, 2016
To All Bidders:
Subject:
Addendum No. 1
BJCC Forum Lifeguard Tenant Fit-Out
Project No. 157380
Attached is Addendum No. 1 for the above referenced bid package. Please incorporate the
document as part of your original bid package.
If you have any questions please contact Scott Heywood by phone at (205) 585-5535; or via email at [email protected]
Sincerely,
Scott Heywood, AIA
Director, Alabama Office
Attachments:
Pre Bid Meeting Notes, Sign In Sheet, and Impacted Sheets
Addendum Number 1
This Addendum No. 1 is being issued prior to the bid opening to include and describe certain
revisions and/or clarifications for the BJCC Forum Lifeguard Tenant Fit-Out. The bid
specifications and drawings previously distributed shall govern the work described herein, unless
otherwise modified by this Addendum.
It is the intent of the Owner to include the following revisions and/or clarifications in this
Addendum as part of the original specifications. Each Bidder is requested to include any and all
costs associated with this Addendum in his proposal.
Bidders must acknowledge receipt of this Addendum with their proposals on the appropriate form
included in the Proposal Section of the specifications.
GENERAL INFORMATION
The following is general information that modifies the original bid documents.
1. The bid opening location has been moved from the Executive Board Room to the Forum
Meeting Room “M” which is located on the first floor of the Forum Building.
Drawings Revised/Added per Addendum #1
Sheet No.
Description
GI0-00-01
GI0-00-02
GI1-00-01
GI1-07-01
AE1-07-03
AE1-07-04
AE7-00-01
MH0-00-01
MD1-07-01
MH1-07-01
EP1-07-01
EP6-00-01
EP7-00-01
Updated Impacted Sheets
Added door type and hardware set
Added phasing sheet
Modified plan to show transformer closet
Modified finish schedule to reflect new closet
Modified air terminal box schedule
Modified demo plan to reflect new closet
Modified plan to reflect new closet
Modified plan to reflect new transformer and disconnect
Modified one line diagram
Modified panel schedule
END OF ADDENDUM #1
26/08
Page 2 of 2
ED-BID-W-103
Birmingham-Jefferson Civic Center Authority
Forum Building Lifeguard Tenant Fit-Out
PRE-BID CONFERENCE AGENDA
January 12, 2016 at 10:00 AM
GENERAL
1. Bid Date / Time / Location:
Tuesday, February 09, 2016, at 10:00 pm CST
BJCC Forum Meeting Room “M”
1st Floor Forum Building
Birmingham, AL
2. Introduction of Attendees:
 BJCC – Owner
 Consultant’s Team and Responsibility – Ghafari
 Sub consultants – Jill Hicks Design, Davis Dumas
3. Eligibility:
 See BJCC Front End Documents in Project Manual
4. Addenda:
 Minutes of Pre-Bid and any pertinent discussed items shall be issued as Addendum following prebid conference.
 Any further addenda necessary after Pre-Bid will be issued to all.
5. Project Coordination / Communication:
 All correspondence between Owner / Contractor /Consultant or sub consultants shall come through
the Consultant from Contractor to the Owner.
6. Existing Conditions / Constraints:
 Construction staging and delivery routes to be identified by Owner.
7. Minority and Women-Owned Participation
 See specifications for BCIA requirements.
8. Meetings:
 Owner / Consultant / Contractor (OAC) progress meeting to be held weekly.
PROJECT SPECIFIC REQUIREMENT
9. Other:





Drawings are available on BJCC website, dated 01/11/16
Pre-Bid meeting 01/12/16 at 10:00 am
Sub Contractor Tour TBD
Last day for Bidder Questions in email format to [email protected] , 5:00 pm
02/02/16.
Bid opening 02/09/16 at BJCC Forum Room “M” 10:00 AM CST.
1
OWNER COMMENTS
1. Specific BJCC requirements reviewed are:
 No smoking, chewing or dipping allowed on the property
 Professional attire is required, meaning no shorts, tank tops
 No guns, alcohol, drugs allowed on the property
 No offensive language
 All employees should be identifiable as being with the contractor, t-shirts with company name for
instance
 Noisy work is not allowed except for the hours of 6pm to 6am
 Fire alarm testing is typically conducted at 6am or 6pm
 Dumpster to be located in dock off alley and it is an area where the contractor working on the
Sheraton Corridor Renovations also has a dumpster located
 Waste service provider should be made aware of tight conditions and will be responsible for any
damage to the soffit during removal of containers
 The freight elevator must be used for transport of people and material
 Notify BJCC of any issues with pan handlers
 2 parking deck access cards will be provided to the general contractor
2. Requirement for questions on the work:
 All questions must be in writing to Jerry Nelms and Shelia Montgomery Mills, BJCC
 Will be answered in an addendum
 Must be submitted on week prior to bid opening. Question cut-off is seven days prior to bid opening.
3. Project specific discussion:
 Demolition will be completed prior to work beginning, 7th Floor only
 7th floor, specifically the dispatch area is most critical, and is Phase 1
 Salvage existing lights to be removed and not reused; to be placed on the 4th floor of the Forum
 Existing lights are to be reused
 Additional lights are to be provided from a stockpile on 4th floor
 Plans to be submitted to the City of Birmingham today
 OSHA is located in the building, 10th floor
 BJCC will work with Simplex to silence all devices for fire alarm
 The floors will be open again prior to bid day for further inspections, date to be set later
 Bulk of work on 7th floor
 The carpet will be quick ship
 There is some VCT, again will be readily available
 Plans will be sent to Simplex to help expedite the fire alarm plan and permit process
 There are two alternates for additional work requested by the tenant
 The tax exempt process is the same as for schools. Certificates will be required for the general
contractor and subcontractors.
 Some cabinets that are being removed and stored during demolition will be installed on 8th floor by
the contractor
 Electrical emergency power is within the scope of work
 Data drops, without wires is included
 Tenant to contract with 3rd party for data/phone/security installation
 There is a $20,000 contingency to be included in the bid price
 Keep the blinds clean and not be damaged, pull up all the way before work begins
 Water supply to be capped, it should be above the ceiling or below the floor
 Bidders must hold an Alabama General Contractor’s license and write the number on the outside of
the envelope
2



Deadline for completion of the 7th floor Phase 1 is set for April 15th, 2016 at this time
Addendum will be issued on when the remainder of the project is to be complete
There is consideration of separating the permit to help expedite the CO for dispatch
3
0
1'
2'
0
112"=1'-0"
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
8'
16'
0
1
16"=1'-0"
8'
16'
0
3
8"=1'-0"
16'
32'
0
32'
0
1
32'
64'
32"=1'-0"
SHEET TITLE
01-04-16 DR01 Review
01-06-16 DR02 Demo Pricing
01-11-16 DR03 Construction
01-22-16 DR04 Addendum 1
01-04-16 DR01 Review
01-06-16 DR02 Demo Pricing
01-11-16 DR03 Construction
01-11-16 DR04 Addendum 1
ISSUED FOR
BJCC FORUM BUILDING
LIFEGUARD TENANT FIT-OUT
16'
1
16"=1'-0"
32"=1'-0"
ELECTRICAL
GHAFARI ASSOCIATES, LLC
2816 6TH AVENUE SOUTH
BIRMINGHAM, AL 35233 USA
TEL +1.205.585.5535
www.ghafari.com
GENERAL
EP0-00-01
ELECTRICAL GENERAL NOTES, SYMBOLS, ABBREVIATIONS
GI0-00-01
COVER SHEET/GENERAL INFORMATION
ED1-07-01
ELECTRICAL 7TH FLOOR PLAN DEMOLITION
GI0-00-02
GENERAL NOTES/OPENING SCHEDULES/PARTITION LEGEND
ED1-08-01
ELECTRICAL 8TH FLOOR PLAN DEMOLITION
GI1-00-01
CONSTRUCTION PHASING PLAN
EL1-07-01
ELECTRICAL 7TH FLOOR PLAN LIGHTING
GI1-01-01
CONSTRUCTION ACCESS PLAN
EL1-08-01
ELECTRICAL 8TH FLOOR PLAN LIGHTING
GI1-07-01
7TH FLOOR LIFE SAFETY PLAN
EP1-07-01
ELECTRICAL 7TH FLOOR PLAN POWER & COMMUNICATIONS
GI1-08-01
8TH FLOOR LIFE SAFETY PLAN
EP1-08-01
ELECTRICAL 8TH FLOOR PLAN POWER & COMMUNICATIONS
ARCHITECTURAL
EP6-00-01
ELECTRICAL LIGHTING SCHEDULE AND ONE LINE DIAGRAM
AE1-07-01 7TH FLOOR DEMOLITION PLAN
EP7-00-01
ELECTRICAL PANEL SCHEDULES
AE1-07-02 7TH FLOOR DEMOLITION CEILING PLAN
AE1-07-03 7TH FLOOR NEW WORK PLAN
AE1-07-04 7TH FLOOR CEILING PLAN
FORUM BUILDING
2100 RICHARD ARRINGTON JR. BLVD. N.
BIRMINGHAM, AL 35203
AE1-08-04 8TH FLOOR CEILING PLAN
MECHANICAL
DETAIL LOCATION IDENTIFICATION
8"
(200)
TTD
ALTERNATE
LOCATION
MEASURED TO TOP OF RIM
OR COUNTER (WHICHEVER
IS HIGHER)
FRONT VIEW
8"
(203)
MIN
11"
(280)
MIN
FOLDING SEAT
3'-0" (915)
MIN
2'-3" (685)
MIN
BF ACCESSIBLE
SHOWER SEAT
STANDARD
SHOWER HEAD,
VALVES AND
CURTAIN ROD
AE1-02-M1
AE1-02-M1
1
6" (150)
MAX
500
750
1000
1
SEAT COVER
DISPENSER
9" (230) MIN
PAPER
TOWEL
DISPENSER
TOWEL
DISPENSER
AND WASTE
RECEPTACLE
WASTE
RECEPTACLE
SOAP
SANITARY
DISH
NAPKIN
DISPENSER
SOAP
DISPENSER
ELECTRIC
HAND
DRYER
ACCESSORIES
FIRE VALVE
CABINET
FIRE HOSE
RACK OR
VALVE
FIRE
EXTINGUISHER
AND WALL
BRACKET
FIRE ALARM
STROBE
FIRE ALARM
PULL BOX
THERMOSTAT
FIRE EQUIPMENT
33" (838)
4'-0" (1220) MAX
ELECTRIC
PANEL
36" (915)
ELECTRICAL
OUTLETS LOCATED
NEAR LAVATORIES
IN BF ACCESSIBLE
TOILET ROOMS
TO HIGHEST DISCONNECT
4'-6" (1370) BF
ACCESSIBLE
4'-0" (1220) MAX
TEMPERATURE
SENSOR
ALIGNED WITH
STROBE WHEN
ON SAME WALL
6'-6" (1980)
7'-6" (2285)
OR AS NOTED
3'-6" (1065)
5'-0" (1525)
4'-0" (1220) MAX
3'-6" (1065) WHEN
EXTINGUISHER
GROSS WEIGHT
EXCEEDS 40 LBS
AHU
ALT
ALUM
ANOD
AP
APC
APPROX
ARCH
AWP
B/B
BC
BD
BF
BLDG
BLKG
BLW
BM
BOT
BRG
BSMT
BTWN
BUR
BACK TO BACK
BOTTOM CHORD
BOARD
BARRIER FREE
BUILDING
BLOCKING
BELOW
BEAM
BOTTOM
BEARING
BASEMENT
BETWEEN
BUILT-UP ROOF
C/C
C
CB
CFLG
CI
CJ
CL
CLG
CLL
CLO
CLR
CMU
CO
COL
CONC
CONN
CONSTR
CONSTR JT
CONT
CONTR
COORD
CPT
CSMU
CENTER TO CENTER
COURSES
CATCH BASIN
COUNTER FLASHING
CAST IRON
CONTROL JOINT
CENTERLINE
CEILING
CONTRACT LIMIT LINE
CLOSET
CLEAR
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONNECT (ED, ION, ING)
CONSTRUCTION
CONSTRUCTION JOINT
CONTINUOUS (ATION)
CONTRACTOR
COORDINATE
CARPET
CALCIUM SILICATE MASONRY
UNIT
CERAMIC TILE
CURTAIN WALL
OUTLETS AT
BF ACCESSIBLE
LAVATORIES
LIGHT
SWITCH
ELECTRICAL
CT
CW
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
CT
R ED
A
A
L
HI
C
R
ST
COLUMN INDICATION
4
GD-1HR
WINDOW IDENTIFICATION NUMBER
Wall Tag
COLUMN IDENTIFICATION LETTER OR
NUMBER FOR NEW CONSTRUCTION
3
A
ROOF OR RAMP PITCH INDICATION
COLUMN IDENTIFICATION LETTER OR
NUMBER FOR EXISTING CONSTRUCTION
12
MATERIAL OR WORK DIVISION INDICATION
3.1
EXISTING
NEW
ROOF OR RAMP SLOPE INDICATION
SLOPE
BUILDING SECTION
REVISION INDICATION
1
MATCH LINE ZONE "A"- SEE SHEET AE-101
SHEET IDENTIFICATION NUMBER
(INDICATES SHEET NUMBER
WHERE SECTION IS DRAWN)
ARCHITECT/ENGINEER
ANCHOR BOLT
ABOVE
ALUMINUM COMPOSITE
MATERIAL
ACOUSTICAL
ADDENDUM
ADJACENT
ABOVE FINISH FLOOR
AUTHORITY HAVING
JURISDICTION
AIR HANDLING UNIT
ALTERNATE
ALUMINUM
ANODIZED
ACCESS PANEL
ACOUSTICAL PANEL CEILING
APPROXIMATE (LY)
ARCHITECT
ACOUSTICAL WALL PANELS
ACOUS
ADDM
ADJ
AFF
AHJ
HEIGHT OF
DISPENSER OR
OPERATING
CONTROLS
4'-0" (1220)
BF ACCESSIBLE
3'-3"
(990)
1'-6"
(455)
MAX
DRESSING
MIRROR
BF MIRROR
(WHEN NOT
ABOVE
COUNTER OR
LAVATORY)
IN G H A M ,
WINDOW NUMBER INDICATION
ELECTRIC WATER COOLERS
A/E
AB
ABV
ACM
2'-11"
(890) MAX
5'-0" (1525)
SHELF WITH
MOP & BROOM
HOLDERS
RM
100'-0" (30480)
ABBREVIATIONS
TOILET PAPER
DISPENSER
TE
DETAIL SECTION
AE1-02-M1
2'-6" (760)
WHEN
MOUNTED
BELOW GB
BI
11" (280)
MIN
ELECTRIC WATER
COOLER (HIGH-LOW)
SHOWER ACCESSORIES
LAVATORIES
B
O
SPOT ELEVATION
NEW DOOR
INDICATION
WALL SECTION
AE1-02-M1
SC
A
1
SIDE VIEW
STANDARD
& BF
1'-7" (485)
FINISHED FLOOR
MATCH LINE INDICATION
FRAMED
MIRROR
STANDARD
& BF
250
SECTION IDENTIFICATION NUMBER
(SAME NUMBER ON SHEET WHERE
DRAWN)
1
R . HEY W
EL = 100'-0" (30480)
4 AE2-132 2
8" (205)
MIN
9" (230)
MIN
1'-5" (430)MIN
1'-7" (485) MAX
3'-4"
(1015)
6'-0" (1830)
OVERFLOW
PROJECTION INTO
CLEAR SPACE
PERMITTED
9"
(230)
MIN
2'-3"
(685)
MIN
6"
(152)
MAX
UP POSITION
MIXING
VALVE
TT
1
AE2-200
1'-3" (380)
S
ELEVATION INDICATION -(FLOORS, ETC...)
2'
PARTITION TYPE INDICATION
SECTION LOCATION IDENTIFICATION
FRONT APPROACH
5" (125) MAX
SIDE APPROACH
3 1/2" (90) MAX
3'-3" (990)
MAX
WALL MOUNTED
LAVATORY
3'-3" (990)
MAX
3'-4"
(1015)
MIN
2'-10" (865)
MAX
TOP OF
LAVATORY
1'-5"
(430)
MIN
O F A LA
7012
DOOR INDICATION
1'
FUTURE WORK
O
100
6
6'-0" (1830)
FRAMED MIRROR,
INSTALL AT TOP
OF LAVATORY
ELEVATION IDENTIFICATION
NUMBER(S) INDICATES DIRECTION
OF VIEW OR VIEWS (SAME NUMBER
ON SHEET WHERE DRAWN)
WALL
TE
NEW WORK
1
DOOR IDENTIFICATION NUMBER
(STARTS ALWAYS WITH ROOM NUMBER)
1:10
(INDICATES SHEET NUMBER
WHERE ELEVATION IS DRAWN)
SHOWER
HEAD
DEMOLITION WORK
1
DOOR NUMBER INDICATION
0
ELEVATION LOCATION IDENTIFICATION
1
TOILET ACCESSORIES
1
1"=1'-0"
0
TOILET ROOM
A
ROOM IDENTIFICATION NUMBER
GRAPHIC SCALE
(INDICATES SHEET NUMBER WHERE
DETAIL IS TYPICALLY REFERENCED NOT ALL INCLUSIVE)
2'-6"
(760)
1'-7"
(485)
10"
(250)
4'-0"
(1220)
KEYED NOTE SYMBOLS
100
SHEET IDENTIFICATION
NUMBER (INDICATES
SHEET NUMBER WHERE
PLAN OR SECTION DETAIL
IS DRAWN
1
VIEW NAME
AE1-02-M1 NOT TO SCALE
ACCESSIBLE
CURTAIN
ROD
WALL
2'-6" (760)
8TH FLOOR HVAC PIPING PLAN
ROOM NAME
AE1-02-M1
TITLE IDENTIFICATION
3'-6"
(1065)
MIN
(455)
1'-6"
3'-8"
(1120)
MAX
2'-10"
(860)
2'-10"
(860)
(430)
'-5"
2'-0"
(610)
(430)
MAX
2'-6"
(760)
3'-8" (1120)
MAX
1'-5"
7TH FLOOR HVAC PIPING PLAN
MP1-08-01
GI
SND
WATER CLOSETS & ACCESSORIES
INSULATE
EXPOSED PIPING
C:\ghafari local cache\projectwise2015\dms87260\157380GI0-00-01.dwg
MP1-07-01
D
TTD
OUTLET
ACCESSIBLE
STANDARD
WALL
SHEYWOOD
8TH FLOOR HVAC PLAN-NEW WORK
RE
TTD
TOP OF SEAT
1'-5" (430) MIN
1'-7" (480) MAX
1'-6"
(455)
URINALS
0
7TH FLOOR HVAC PLAN-NEW WORK
MH1-08-01
1
SECTION IDENTIFICATION NUMBER
(SAME NUMBER ON SHEET WHERE REFERENCED)
GB
3'-5" (1040)
1"=10'-0"
8TH FLOOR HVAC PLAN-DEMOLITION
MH1-07-01
O
GB
1 1/2" (38)
CLEAR TO
WALL, TYP
1'-0" (305)
MIN
GB
9" (230)
MIN
1/25/2016 8:21:52 AM
WALL
1'-0"
(305)
3'-6"
(1065)
3'-0"
(915)
URINAL
SCREEN
FLUSH VALVE
(OPEN SIDE
OF WC)
FIRE
EXTINGUISHER
CABINET
7TH FLOOR HVAC PLAN-DEMOLITION
MD1-08-01
MA
PARTITION
SANITARY
NAPKIN
RECEPTACLE
MD1-07-01
A
5'-0" (1525)
MIN CLEAR
3'-0"
(915)
INFORMATION PROVIDED APPLIES TO:
WALL MOUNTED LAVATORIES
BARRIER FREE LAVATORIES
COUNTER MOUNTED LAVATORIES
STANDARD LAVATORIES
PARTIAL 7TH AND 8TH FLOOR PLANS
ROOM NAME AND NUMBER INDICATION
PLAN OR SECTION DETAIL
IDENTIFICATION NUMBER
(SAME NUMBER ON SHEET
WHERE DRAWN)
NORTH
5'-0"
(1525)
DIAMETER
1'-6"
(455)
WALL
4'-0" (1220)
MAX
WALL
3'-4" (1015)
WALL
BOTTOM EDGE
OF MIRROR
REFLECTIVE
SURFACE
PP1-07-01
TE
PLAN IDENTIFICATION
2'-10" (865)
WALL
1'-3" (380) MIN
SCHEDULES, NOTES, LEGENDS, DETAILS, AND RISERS
REFERENCE SYMBOLS
SCALE: 1/8" = 1'-0" (1 :20)
STANDARD
PD1-07-01
MH0-00-01 HVAC SCHEDULES AND DETAILS
DIMENSIONS ARE PROVIDED IN IMPERIAL FEET-INCH UNITS. SI MILLIMETER UNITS ARE PROVIDED IN PARENTHESIS.
ACCESSIBLE
post office box 530802
birmingham, alabama 35253
tele: 205-871-0484
AE7-00-01 FINISH SCHEDULE, FINISH NOTES, FINSH DETAILS, AND INTERIOR ELEVATIONS
NOTES:
INSTALLATION DETAILS SHOWN ARE TYPICAL FOR ALL CONDITIONS WHERE EQUIPMENT, ACCESSORIES AND
FIXTURES MAY OCCUR, UNLESS OTHERWISE NOTED OR DIMENSIONED ON THE DRAWINGS
EQ
Jill Hicks Design, LLC
AE1-08-03 8TH FLOOR NEW WORK PLAN
MOUNTING DETAILS
EQ
jh
AE1-08-01 8TH FLOOR DEMOLITION PLAN
AE1-08-02 8TH FLOOR DEMOLITION CEILING PLAN
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
D
DEMO
DEPT
DET
DF
DIA
DIAG
DIM
DL
DN
DR
DWG
DEPTH/DEEP
DEMOLITION
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DEAD LOAD
DOWN
DOOR
DRAWING
GA
GAL
GALV
GB
GC
GDR
GL
GLZ
GND
GR
GYP
GYP BD
GAUGE
GALLON
GALVANIZED
GRAB BAR
GENERAL CONTRACTOR
GUARD RAIL
GLASS
GLAZING
GROUND
GRADE
GYPSUM
GYPSUM BOARD
EA
EJ
EL
ELEC
ELEV
EMER
EMER SHR
ENGR
EOS
EPDM
EACH
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR
EMERGENCY
EMERGENCY SHOWER
ENGINEER
EDGE OF SLAB
ETHYLENE PROPYLENE DIENE
MONOMER
EQUAL
EQUIPMENT
ELECTRICAL WATER COOLER
EXISTING
EXPANSION
EXPANSION BOLT
EXTERIOR
H
HB
HM
HMD
HMF
HORIZ
HP
HR
HIGH
HOSE BIB
HOLLOW METAL
HOLLOW METAL DOOR
HOLLOW METAL FRAME
HORIZONTAL
HIGH POINT
HOURS (FIRE-RESISTANT
RATING)
HEIGHT
EQ
EQUIP
EWC
EX, EXIST
EXP
EXP BT
EXT
60'
F/F
FA
FBD
FD
FDTN
FE
FEC
FF
FGL
FHC
FIN
FIN FL
FIN GR
FIXT
FLASH
FLR
FLR FIN
FLUOR
FR
FRMG
FRP
FACE TO FACE
FIRE ALARM
FIBERBOARD
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FACTORY FINISH
FIBERGLASS
FIRE HOSE CABINET
FINISH (ED)
FINISH FLOOR
FINISH GRADE
FIXTURE
FLASHING
FLOOR
FLOOR FINISH
FLUORESCENT
FIRE RATING, FIRE RATED
FRAMING
FIBERGLASS REINFORCED
PANEL
FIRE-RETARDANT TREATED
FOLDING SHOWER SEAT
FOOT, FEET
FOOTING
FURRING
FIRE VALVE CABINET
FRT
FSS
FT
FTG
FURR
FVC
120'
0
1"=80'-0"
80'
HT
ID
IDF
IE
IN
INFO
INT
INSUL
INSIDE DIAMETER
INTERMEDIATE DISTRIBUTION
FRAME
INVERT ELEVATION
INCH, INCHES
INFORMATION
INTERIOR
INSULATION, INSULATED
JC
JANITOR'S CLOSET
km
km2
KILOMETER
SQUARE KILOMETER
L
LAV
LF
LL
LLH
LLV
LP
LT
LTG
LENGTH, LONG
LAVATORY
LINEAR FEET
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOW POINT
LIGHT
LIGHTING
m
m2
MACH RM
MARB
MAS
MAX
MCR
MDF
MDF
MECH
MEZZ
METER
SQUARE METER
MACHINE ROOM
MARBLE
MASONRY
MAXIMUM
MAIN COMMUNICATION ROOM
MEDIUM DENSITY FIBERBOARD
MAIN DISTRIBUTION FRAME
MECHANICAL
MEZZANINE
MFR
MH
MIN
MIR
MKR BD
mm
mm2
MO
MTD
MTG
MTL
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MARKER BOARD
MILLIMETER
SQUARE MILLIMETER
MASONRY OPENING
MOUNTED
MOUNTING
METAL
N
NA
NIC
NOM
NTS
NORTH
NOT APPLICABLE
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
O/O
OA
OC
OD
OFCI
OH
OPNG
ORD
OS
OUT TO OUT
OVERALL
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER FURNISHED OWNER
INSTALLED
OPPOSITE HAND
OPENING
OVERFLOW ROOF DRAIN
OVERFLOW SCUPPER
PBD
PH
PL
PLAM
PLAS
PLYWD
PNL(S)
PNT
PREFAB
PREFIN
PRELIM
PREP
PROJ
PSF
PSI
PT
PTD
PTR
PVC
PARTICLE BOARD
PENTHOUSE
PLATE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PANEL(S)
PAINT, PAINTED
PREFABRICATED
PREFINISHED
PRELIMINARY
PREPARATION
PROJECT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PAPER TOWEL DISPENSER
PAPER TOWEL RECEPTACLE
POLYVINYL CHLORIDE
QTY
QUANTITY
OFOI
R
RA
RAD
RB
RCP
RD
REF
REINF
REQD
RES
REV
RF
RLG
RM
RO
RTU
RISER
RETURN AIR
RADIUS
RESILIENT BASE
REFLECTED CEILING PLAN
ROOF DRAIN
REFERENCE
REINFORC (ING, ED, MENT)
REQUIRED
RESILIENT
REVISION
RESILIENT FLOORING
RAILING
ROOM
ROUGH OPENING
ROOF TOP UNIT
SA
SAB
SUPPLY AIR
SOUND ATTENUATION
BLANKETS
SALVAGE
SEAT COVER DISPENSER
SCHEDULE
SOAP DISPENSER
SADDLE
SECTIONAL DOOR
SECTION
SQUARE FOOT
SPRAYED FOAM INSULATION
SPRAYED FIRE RESISTIVE
MATERIALS
SHOWER
SHEET
SHEATHING
INTERNATIONAL SYSTEM OF
UNITS
SIMILAR
SLIP JOINT
SEALANT
SANITARY NAPKIN DISPOSAL
SANITARY NAPKIN VENDOR
SPECIFICATION
SPRINKLER
SQUARE
SQUARE INCH
SQUARE YARD
SERVICE SINK
STAINLESS STEEL
SOUND TRANSMISSION
CLASS
STANDARD
STEEL
STEEL JOIST
STEEL
STEEL JOIST
STEEL PLATE
STONE
STORAGE
SALV
SCD
SCHED
SD
SDL
SE
SECT
SF
SFI
SFRM
SHR
SHT
SHTHG
SI
SIM
SJ
SLNT
SND
SNV
SPEC
SPKLR
SQ
SQ IN
SQ YD
SS
SST
STC
STD
STL
STL JST
STL
STL JST
STL PL
STN
STOR
STRUCT
STRUCT STL
SUSP
SUSP CLG
STRUCTURAL
STRUCTURAL STEEL
SUSPENDED
SUSPENDED CEILING
T
TB
TD
TDR
TYP
TREAD
TOWEL BAR
TOWEL DISPENSER
TOWEL DISPENSER/
RECEPTACLE
TELEPHONE
TEMPORARY
TERRAZO
THICKNESS, THICK
THRESHOLD
THROUGH
TACKBOARD
TEMPERED
TEMPERED GLASS
TOP OF BEAM
TOP OF CONCRETE
TOP OF STEEL
TOILET TISSUE DISPENSER
TOILET TISSUE JUMBO
DISPENSER
TYPICAL
UG
UL
UNEX
UNO
UON
UR
UNDERGROUND
UNDERWRITERS LABORATORY
UNEXCAVATED
UNLESS NOTED OTHERWISE
UNLESS OTHERWISE NOTED
URINAL
VERT
VEST
VIF
VR
VTR
VERTICAL
VESTIBULE
VERIFY IN FIELD
VAPOR RETARDER
VENT THROUGH ROOF
W/
W/O
W
WC
WCG
WD
WF
WGL
WH
WP
WR
WWF
WWM
WITH
WITHOUT
WIDE, WIDTH
WATER CLOSET
WALL COVERING
WOOD
WIDE FLANGE
WIRED GLASS
WATER HEATER
WORKING POINT
WASTE RECEPTACLE
WELDED WIRE FABRIC
WELDED WIRE MESH
TEL
TEMP
TER
THK
THRES
THRU
TK BD
TMPD
TMPD GL
TOB
TOC
TOS
TTD
TTJ
REV
01-22-16
DR04 Addendum 1
01-11-16
DR03 Construction
01-05-16
DR02 Demo Pricing
DATE
ISSUED FOR
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
PROJECT #
PROJECT MANAGER
157380.000
S.HEYWOOD
DESIGNED BY
DRAWN BY
S. HEYWOOD
QUALCHECK
SHEET TITLE
S. HEYWOOD
COVER SHEET/
GENERAL INFORMATION
GI0-00-01
SHEET NUMBER
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
0
3
2'
200 - DEMOLITION NOTES
101.
201. SEE SPECIFICATIONS FOR FURTHER INFORMATION ON
DEMOLITION WORK.
203. WHERE EXISTING CONSTRUCTION IS FOUND TO
CONTAIN ASBESTOS, NOTIFY THE OWNER AND THE
ARCHITECT IN WRITING. REMOVAL, DISPOSAL AND
REPLACEMENT OF THE ASBESTOS MATERIAL SHALL BE
IN ACCORDANCE WITH FEDERAL, STATE AND
LOCAL REGULATIONS. (REPLACE THE ASBESTOS
MATERIAL WITH NEW MATERIAL AS APPROVED BY THE
ARCHITECT.)
103. DIMENSIONS SHOWN ON NEW WORK PLANS ARE TO
CENTERLINE OF COLUMNS, FACE OF FINISH (FOF) OF
INTERIOR WALLS, TO FACE OF CONCRETE OR
MASONRY WALLS (FOM), TO FACE OF FINISH (FOF) FOR
EXTERIOR WALLS; UNLESS OTHERWISE NOTED OR
DETAILED.
104.
204. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS
MAINTAINED FOR ALL OCCUPIED AREAS THROUGH-OUT
DURATION OF WORK.
205. THESE DRAWINGS HAVE BEEN DEVELOPED FROM
EXISTING DRAWINGS WHICH MAY NOT REFLECT
ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL
VERIFY THESE DRAWINGS WITH THE EXISTING FIELD
CONDITIONS AND NOTIFY THE ARCHITECT
IMMEDIATELY OF INCONSISTENCIES BETWEEN THESE
DRAWINGS AND ACTUAL CONDITIONS BEFORE
PROCEEDING WITH CONSTRUCTION.
SEE FLOOR PLANS FOR: RATED WALL DESIGNATIONS;
DOOR DESIGNATIONS; PASS/VIEW WINDOW
DESIGNATIONS; LOCATION OF LEAD LINED WALLS;
DETAIL, SECTION AND ELEVATION MARKERS; AND
ADDITIONAL NOTES.
105.
ALL NEW WALLS TO HAVE SOUND ATTENUATION BATTS
INSTALLED TO COMPLETELY FILL THE WALL
CAVITY. NO VOIDS ARE ALLOWED.
107.
108.
3'-0"
3'-0"
2"
8
0
3
8'
16'
210. AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN
EXISTING FLOORS OR WALLS TO REMAIN TO MEET
ORIGINAL FIRE PROTECTION AND STRUCTURAL
REQUIREMENTS.
218. WHERE ABOVE-CEILING WORK IS REQUIRED, THE
EXISTING LAY-IN CEILINGS SHALL BE REMOVED AND
REINSTALLED (UNLESS A NEW CEILING IS INDICATED).
THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE
EITHER THE CEILING TILES OR THE GRID. ANY
DAMAGED TILES OR GRID SHALL BE REPLACED WITH
NEW MATERIAL. THE NEW MATERIALS SHALL MATCH
THE EXISTING IN A UNIFORM MANNER FOR COLOR,
TEXTURE, PATTERN, ETC. IF UNIFORMITY CAN NOT BE
ACHIEVED, THE CONTRACTOR SHALL REPLACE THE
ENTIRE CEILING WITHIN THAT SPACE WITH NEW
MATERIAL. THE CONTRACTOR SHALL PROVIDE NEW
MATERIAL AS APPROVED BY BOTH OWNER AND
ARCHITECT.
NEW CASED GYPSUM
BOARD DOOR OPENING.
FINISH ALL SIDES WITH
PAINTED GYPSUM BOARD.
302. WHERE INDICATED ON THE NEW WORK PLANS, FURR
OUT RATED WALL, RATED SMOKE WALL OR RATED
METAL STUDS (OF ADEQUATE DEPTH AS REQUIRED FOR
6'-0"
CLEAR CAULK
PAINT NEW
HM FRAME
NEW BUILT-UP
WOOD FRAME PAINTED
NEW
SOLID CORE
WOOD DOUBLE
DOOR
NEW
TEMPERED GLAZING
DOOR
NUMBER
B.
FIRESTOPPING OF PENETRATIONS AND JOINTS IN
NEW RATED PARTITIONS.
C.
FIRESTOPPING OF NEW PENETRATIONS AND
JOINTS IN EXISTING RATED ASSEMBLIES.
DOUBLE RABBET
HM DOOR FRAME
PAINTED
FRAME
DOOR
DOOR SIZE
TYPE
MAT'L
FINISH
MAT'L
FINISH
HARDWARE
SET
FIRE RATING
EXISTING DOOR LOCATION
SEE DEMO PLANS
2
NOTES
2
700A
6'-0" x 7'-0"
D
WOOD
PAINT
METAL
PAINT
702
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
7B
1
709
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
7A
1
1
713
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
7C
714
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
7D
1
1
715
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
717
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
7F
1
718
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
7H
1
719
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
7G
1
805
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
8G
1
806A
3'-0" x 7'-0"
B
WOOD
PAINT
METAL
PAINT
819
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
8F
1
820
3'-0" x 7'-0"
B
WOOD
PAINT
METAL
PAINT
821
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
8E
1
823
3'-0" x 7'-0"
C
3/8" TEMPERED
GLAZING
824
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
8D
1
826
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
8C
1
PAINTED WOOD
TRIM TO MATCH
EXISTING WINDOW
PROFILE
827
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
8B
1
829
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
8A
1
848
3'-0" x 7'-0"
A
WOOD
PAINT
METAL
PAINT
8H
1
1'-5"
PAINTED WOOD
TRIM TO MATCH
EXISTING WINDOW
PROFILE 2 PLACES
S
GYP BOARD
1.
2.
FLOOR LEVEL
SEE H2 FOR
WOOD TRIM
DIMENSIONS
S1
SHEYWOOD
0
2" MIN.
8"
CONT ACOUSTICAL
SEALANT
CONT SEALANT
CONT ACOUSTICAL
SEALANT
0
20'
40'
30'
A
L
HI
C
R
EXISTING DOOR TO BE INSTALLED AND PAINTED PER FINISH SCHEDULE
UNDERCUT BOTH DOORS TO PROVIDE REQUIRED VENTILATION FOR TRANSFORMER
THE CONTRACTOR SHALL CAREFULLY STUDY & COMPARE THE CONTRACT DOCUMENTS, THIS SCHEDULE, & SHALL
AT ONCE REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCY OR OMISSIONS THAT HE MAY DISCOVER.
2. ALL FRAMES SHALL BE CAULKED CONTINUOUSLY TO THE WALL, COLOR TO BE CLEAR.
3. NON-RATED DOORS MAY BE UNDERCUT 5/8" MAXIMUM. DOORS IN RATED AND/ OR SMOKE WALLS SHALL NOT BE
UNDERCUT.
4. WHEREVER THERE IS A CRACK LEFT BETWEEN THE BOTTOM OF THE DOOR FRAME & THE FINISH FLOOR, THE
CONTRACTOR SHALL PROVIDE A "PENCIL-LINE CAULK" TO SEAL THIS CRACK (EXCEPT WHERE CARPET HIDES THE
CRACK).
5. DOORS SCHEDULED TO HAVE A FIRE RATING LABEL SHALL HAVE A METAL LABEL PERMANENTLY AFFIXED TO BOTH
THE DOOR AND TO THE DOOR FRAME. (A VINYL LABEL IS NOT ACCEPTABLE. AN EMBOSSED LABEL IN THE FRAME
ITSELF IS ALSO NOT ACCEPTABLE).
6. ALL THRESHOLDS SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITION OF THE ANSI A117.1
HANDICAP CODE, THE AMERICANS WITH DISABILITIES ACT.
7. THE CONTRACTOR SHALL VERIFY THAT CLOSERS AND OTHER HARDWARE WILL ALLOW THE DOOR TO OPEN 180
DEGREES WHEN SUCH 180 DEGREE DOOR SWINGS ARE INDICATED ON THE FLOOR PLAN.
8. ALL EXISTING HARDWARE REMOVED FROM EXISTING DOORS IS PROPERTY OF BJCC.
9. GC TO REPLACE ALL DOORS AND FRAMES THAT DO NOT MEET THE SCHEDULED FIRE RATING TO MATCH EXISTING.
10. ALL KEYING BY BJCC.
SEE H2 FOR
WOOD TRIM
DIMENSIONS
REV
WIDTH
3 3/4"
3 3/4"
3 3/4"
4 7/8"
4 7/8"
4 7/8"
5 1/4"
5 1/4"
5 1/4"
7 1/4"
7 1/4"
7 1/4"
MARK
GD02-0E
GD02-0F
GD02-0G
GD03-0E
GD03-0F
GD03-0G
GD04-0E
GD04-0F
GD04-0G
GD06-0E
GD06-0F
GD06-0G
60'
0
1"=40'-0"
40'
80'
0
1"=50'-0"
OF FASTENER
MAX HT (5 PSF) MAX HT (10 PSF) FIRE
ACOUSTIC PROPERTIES
L/240 L/360
L/240
L/360 RATING STC INSUL THK TEST NO.
15' 5" 13' 5"
0 HR
0
0"
11' 10" 10' 5"
0 HR
0
0"
11' 6" 10' 1"
0 HR
0
0"
20' 6" 17' 11"
0 HR
40
0"
USG-860808
14' 3" 12' 6"
0 HR
40
0"
USG-860808
13' 9" 12' 0"
0 HR
40
0"
USG-860808
22' 1" 19' 4"
0 HR
40
0"
USG-860808
15' 2" 13' 3"
0 HR
40
0"
USG-860808
14' 6" 12' 11"
0 HR
40
0"
USG-860808
30' 5" 26' 7"
0 HR
40
0"
USG-860808
20' 4" 17' 11"
0 HR
40
0"
USG-860808
18' 10" 16' 9"
0 HR
40
0"
USG-860808
50'
DR04 Addendum 1
01-11-16
DR03 Construction
01-04-16
DR01 Review
DATE
ISSUED FOR
EACH TO RECEIVE:
BASE/HEAD
STUD STUD
STUD
FINISH
FINISH
SIZE GAUGE SPACING SIDE A
SIDE B
2 1/2"
16
16"
5/8" GWB 5/8" GWB
2 1/2"
20
24"
5/8" GWB 5/8" GWB
2 1/2"
25
24"
5/8" GWB 5/8" GWB
3 5/8"
16
16"
5/8" GWB 5/8" GWB
3 5/8"
20
24"
5/8" GWB 5/8" GWB
3 5/8"
25
24"
5/8" GWB 5/8" GWB
4"
16
16"
5/8" GWB 5/8" GWB
4"
20
24"
5/8" GWB 5/8" GWB
4"
25
24"
5/8" GWB 5/8" GWB
6"
16
16"
5/8" GWB 5/8" GWB
6"
20
24"
5/8" GWB 5/8" GWB
6"
25
24"
5/8" GWB 5/8" GWB
01-22-16
3 EA
BALL BEARING BUTTS
MATCH BUILDING STANDARD
1 EA
MORTISE FIRE EXIT DEVICE
1 EA
PERMANENT CYLINDER
1 EA
CLOSER
1 EA
WALL STOP
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
EACH TO RECEIVE:
PLAN
0
1"=30'-0"
R ED
A
1
HARDWARE SET 2
5/8" GYPSUM
BOARD EA FACE
1"=20'-0"
IN G H A M ,
1
METAL STUD
SOUND ATTENUATION BLANKET
(EXCEPT 2 1/2" STUD WALL)
20'
RM
GENERAL DOOR NOTES
CUT STUDS 1/2" SHORT OF
TOP RUNNER TO ALLOW FOR
DEFLECTION, DO NOT FASTEN
GYP BD TO RUNNER
BASE/HEAD
10'
TE
HARDWARE SET 1
1
OF FASTENER
5/8" FIRE RATED
GYP BD EA FACE
1"=10'-0"
BI
DOOR NOTES
LINE OF CEILING
FIRE RATING
1 HR/UL DES U494
1 HR/UL DES U494
1 HR/UL DES U494
1 HR/UL DES U465
1 HR/UL DES U465
1 HR/UL DES U465
1 HR/UL DES U465
1 HR/UL DES U465
1 HR/UL DES U465
1 HR/UL DES U465
1 HR/UL DES U465
1 HR/UL DES U465
B
O
7012
METAL STUD
STUD
SIZE
2 1/2"
2 1/2"
2 1/2"
3 5/8"
3 5/8"
3 5/8"
4"
4"
4"
6"
6"
6"
R . HEY W
STAIN
PAINT
1 1/4"
J2
CUT STUDS 1/2" SHORT OF
TOP RUNNER TO ALLOW FOR
DEFLECTION, DO NOT FASTEN
GYP BD TO RUNNER
MARK
GD02-1D
GD02-1E
GD02-1F
GD03-1D
GD03-1E
GD03-1F
GD04-1D
GD04-1E
GD04-1F
GD06-1D
GD06-1E
GD06-1F
TT
DOOR SCHEDULE LEGEND
PAINTED WOOD
TRIM TO MATCH
EXISTING WINDOW
PROFILE
3/8" TEMPERED
GLAZING
ACOUSTIC PROPERTIES
STC INSUL THK TEST NO.
40
0"
USG-860808
40
0"
USG-860808
40
0"
USG-860808
49
3"
SA-870717
49
3"
SA-870717
49
3"
SA-870717
49
3"
SA-870717
49
3"
SA-870717
49
3"
SA-870717
49
5"
SA-870717
49
5"
SA-870717
49
5"
SA-870717
O
O F A LA
1.
LINE OF STRUCTURE
STUD
STUD FINISH SIDE FINISH SIDE MAX HT (5 PSF) MAX HT (10 PSF)
GAUGE SPACING
A
B
L/240 L/360
L/240
L/360
16
16"
5/8" GWB
5/8" GWB
15' 5" 13' 5"
20
24"
5/8" GWB
5/8" GWB 11' 10" 10' 5"
25
24"
5/8" GWB
5/8" GWB
11' 6" 10' 1"
16
16"
5/8" GWB
5/8" GWB
20' 6" 17' 11"
20
24"
5/8" GWB
5/8" GWB
14' 3" 12' 6"
16
16"
5/8" GWB
5/8" GWB
13' 9" 12' 0"
16
16"
5/8" GWB
5/8" GWB
22' 1" 19' 4"
20
24"
5/8" GWB
5/8" GWB
15' 2" 13' 3"
25
24"
5/8" GWB
5/8" GWB
14' 6" 12' 11"
16
16"
5/8" GWB
5/8" GWB
30' 5" 26' 7"
20
24"
5/8" GWB
5/8" GWB
20' 4" 17' 11"
25
24"
5/8" GWB
5/8" GWB 18' 10" 16' 9"
-
TE
METAL STUDS
PAINTED WOOD
TRIM TO MATCH
EXISTING WINDOW
PROFILE
J1
PLAN
tele: 205-871-0484
7E
PAINTED WOOD
TRIM TO MATCH
EXISTING WINDOW
PROFILE
METAL STUDS
3/8" TEMPERED
GLAZING
2" MIN.
jh
ANY DAMAGE TO EXISTING RATED ASSEMBLIES
OR FIRESTOPPING CAUSED BY THEIR WORK
ACTIVITIES.
4'-6-1/2"
GYP BOARD
6 1/2"
8"
A.
404. EXISTING DOORS AND/OR FRAMES NOT MEETING
RATING REQUIREMENTS OR BEARING PROPER LABELS
AS SHOWN ON LIFE SAFETY PLAN SHALL BE REPLACED
BY THE CONTRACTOR. COORDINATE WITH OWNER AND
ARCHITECT,
5'-8-1/2"
PAINTED WOOD
TRIM TO MATCH
EXISTING WINDOW
PROFILE 2 PLACES
1
403. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL
INCLUDE IN THE BASE BID THE FOLLOWING:
CENTER, MINIMUM OF ONE PER SPACE, AND IN SUCH
MULTIPLE LOCATIONS AS NECESSARY TO VIEW ALL
SURFACES OF THE RATED AND/OR RATED SMOKE
WALLS. THE CONTRACTOR SHALL VERIFY THAT
ACCESS PANELS OF THE TYPE SPECIFIED ARE
INSTALLED IN WALLS, NON-ACCESSIBLE TYPE CEILINGS
AND SOFFITS WHERE ACCESSIBLE SERVICE AND
ADJUSTMENT TO MECHANICAL, PLUMBING OR
ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS
PANELS SHALL BE THE FIRE RATED TYPE EQUAL TO THE
RATING OF THE WALL, SOFFIT OR CEILING IN WHICH
THEY OCCUR.
7'-0"
7'-0"
CLEAR CAULK
1 1/4"
METAL STUDS
3/4"
402. THE COST TO REPAIR ANY EXISTING DEFICIENCIES IN
FIREPROOFING AND/OR FIRESTOPPING WILL BE
ASSIGNED FROM THE APPLICABLE PROJECT
ALLOWANCES.
D
7'-0"
TEL +1.205.585.5535
www.ghafari.com
O
7'-0"
64'
MA
32'
32"=1'-0"
A
1/24/2016 2:37:57 PM
0
1
GI
METAL STUDS
CONT SEALANT
32'
401. THE CONTRACTOR SHALL SCHEDULE A MEETING WITH
THE OWNER, ARCHITECT, AND RELEVANT
SUBCONTRACTORS AFTER THE REMOVAL OF ALL FINISH
CEILINGS AND BEFORE BEGINNING DEMOLITION WORK,
TO SURVEY THE CONSTRUCTION AND INTEGRITY OF
EXISTING FIRE AND/OR SMOKE RATED WALL AND FLOOR
ASSEMBLIES. ALL CONDITIONS ARE TO BE
DOCUMENTED, AND A PLAN WILL BE PREPARED AND
IMPLEMENTED BY THE CONTRACTOR TO MAKE ANY
REPAIRS NECESSARY TO BRING EXISTING ASSEMBLIES,
FIRESTOPPING OF PENETRATIONS, AND JOINTS TO THE
RATINGS INDICATED ON THE LIFE SAFETY PLAN.
309. DO NOT PAINT OVER METAL GRILLES OR TILE.
1
3/4"
H2
16'
DOOR SCHEDULE
METAL STUDS
H1
0
400 - FIRESTOPPING NOTES
305. THE CONTRACTOR SHALL PROVIDE ACCESS PANELS IN
GYPSUM BOARD CEILINGS AND IN HARD SURFACE
SOFFITS SO THAT THE ARCHITECT AND THE STATE AND
LOCAL OFFICIALS CAN INSPECT RATED AND/OR RATED
SMOKE WALLS. THESE ACCESS PANELS SHALL BE
GYP BOARD
PAINTED WOOD
TRIM TO MATCH
EXISTING WINDOW
PROFILE
32'
1
16"=1'-0"
308. UNLESS NOTED, PROVIDE GYPSUM BOARD ON METAL
STUD FRAMING SOFFITS OVER ALL WALL CABINETS.
304. WHERE A NEW GYPSUM BOARD PARTITION IS A
CONTINUATION OF AN EXISTING PARTITION OR COLUMN
FURRING, THE FINISH FACE OF THE NEW PARTITION
SHALL ALIGN WITH THE EXISTING FACE. PROVIDE A
CONTROL JOINT AT THESE LOCATIONS.
2"
GYP BOARD
1/4"
REVEAL
16'
32"=1'-0"
307. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR
FRAMES, VIEW WINDOW FRAMES, EXTERIOR WINDOW
FRAMES, CABINET WORK, CASEWORK, RECESSED
TOILET ACCESSORIES, SURFACE BE MOUNTED TOILET
ACCESSORIES, ETC., WITH ADJACENT MATERIALS EVEN
THOUGH JOINT MAY NOT VISIBLE.
303. REFER TO ARCHITECTURAL SHEETS FOR INTERIOR
FITOUT DETAILS.
220. WHERE FLOORING IS SCHEDULED TO BE REMOVED,
ALL RESIDUAL ADHESIVE AND ALL REMNANTS OF PRIOR
FLOORING MATERIAL MUST BE REMOVED TO PROVIDE
A SMOOTH, CLEAN SURFACE FOR THE INSTALLATION
OF SCHEDULED FLOORING.
D
GYP BOARD
3/8"
CHAMFER
0
3
RE
C
DOUBLE RABBET
HM DOOR FRAME
PAINTED
16'
INDICATED ON THE FLOOR PLANS.
CEILING IN ORDER TO
PROVIDE FOR RECESSED iTEMS IN THE WALL. DO NOT
DISTURB OR INTERFERE WITH THE INTEGRITY OF THE
RATED WALL, RATED SMOKE WALL OR RATED SHAFT
WALL.
219. THE CONTRACTOR SHALL KEEP PREMISES FREE FROM
ACCUMULATION OF WASTE MATERIALS AT ALL TIMES.
AT THE COMPLETION OF WORK ALL WASTE MATERIAL,
RUBBISH, TOOL, CONSTRUCTION EQUIPMENT
MACHINERY AND SURPLUS MATERIALS SHALL BE
REMOVED FROM SITE.
UNDERCUT
DOORS FOR
VENTILATION
B
8'
8"=1'-0"
306. PIPING LOCATED ABOVE GRADE AND INSIDE THE
BUILDING SHALL BE CONCEALED IN FURRED SPACES
WITH THE EXCEPTION OF PIPING IN STAIRWAYS,
EQUIPMENT ROOMS AND THE POWERHOUSE. THE
CONTRACTOR SHALL COORDINATE WITH OTHER
TRADES TO PROVIDE FURRING FOR PIPING INSTALLED
IN FINISHED AREAS. THE CONTRACTOR SHALL
GAIN APPROVAL FROM THE ARCHITECT PRIOR TO
BELOW UNLESS DIMENSIONED, DETAILED OR NOTED
OTHERWISE.
216. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY
EXISTING-TO-REMAIN FINISHES, ETC., WHICH ARE
DAMAGED DURING DEMOLITION (I.E. - CEILING GRID,
CEILING TILE, WALL COVERINGS, FLOOR COVERINGS,
CORNER GUARDS, WALL GUARDS, HANDRAILS,
CHAIR RAIL, MOLDINGS, ETC.).
2"
NEW
SOLID CORE
WOOD DOOR
A
0
1
16"=1'-0"
301.
209. WHERE IN-WALL DEMOLITION OR NEW WORK IS
INDICATED IN EXISTING-TO-REMAIN WALLS, THE
EXISTING SUBSTRATE SHALL BE REPAIRED TO MATCH
ADJACENT SURFACES AND TO RECEIVE THE
SCHEDULED FINISH.
2"
2"
4'
4"=1'-0"
217. FOR EXTENT AND LOCATION OF CHANNELING AND
CORING OF EXISTING STRUCTURAL SLAB REFER TO
MEP DRAWINGS. CARE SHOULD BE TAKEN NOT TO CUT
ANY SLAB REINFORCING. COORDINATE WORK WITH
ARCHITECT AND OWNER.
PAINT NEW
HM FRAME
PAINT EXISTING
SOLID CORE
WOOD DOOR
0
1
215. REFER TO CIVIL, MECHANICAL, PLUMBING, FIRE
PROTECTION COMMUNICATIONS AND
ELECTRICAL DRAWINGS FOR EXTENT OF DEMOLITION
OF BUILDING UTILITY SYSTEMS.
3'-0"
2"
PAINT EXISTING
HM FRAME
8'
208. REMOVE EXISTING CONSTRUCTION AS INDICATED OR
AS REQUIRED TO INSTALL NEW WORK AS SHOWN ON
DRAWINGS. TYPICAL WALL REMOVAL INCLUDES
MECHANICAL,PLUMBING, COMMUNICATIONS,
INFORMATION SYSTEMS AND ELECTRICAL
SYSTEMS CONTAINED THEREIN. REMOVE EQUIPMENT,
SUPPORTS, DOORS, WINDOWS, FRAMES, FINISHES AND
OTHER FIXTURES CONTAINED AS PART OF WALL.
PATCH ADJOINING WALLS, FLOOR, AND DECK; AND
PREPARE SURFACES TO RECEIVE NEW
SCHEDULED FINISH.
214. THE EXISTING BUILDING ENVELOPE SHALL BE
MAINTAINED IN A WATER TIGHT CONDITION AT ALL
TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION.
2"
4'
8"=1'-0"
213. THE CONTRACTOR SHALL BRACE ALL EXISTING
STRUCTURES AND ALL STRUCTURAL
ELEMENTS AS NECESSARY DURING DEMOLITION.
ARE SHOWN AS DASHED AND ON THE DEMOLITION
FLOOR PLANS. REFER TO DEMOLITION DRAWINGS FOR
EXTENT OF RELATED WORK.
ALL PENETRATIONS AND TOP OF WALL JOINTS IN
NON-RATED WALLS ARE TO BE SEALED WITH
ACOUSTIC SEALANT.
2"
0
3
212. THE CONTRACTOR SHALL NOT CUT STRUCTURAL
WORK IN A MANNER RESULTING IN A REDUCTION OF
LOAD CARRYING CAPACITY OR LOAD/DEFLECTION
RATIO. THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT OF ALL STRUCTURAL CUTS PRIOR TO
EXECUTION SO THAT APPROVAL CAN BE OBTAINED
FROM THE ARCHITECT AND THE STRUCTURAL
ENGINEER.
207. EXISTING-TO-REMAIN PARTITIONS, DOORS, WINDOWS,
PLUMBING FIXTURES, CASEWORK, EQUIPMENT, ETC.,
SEE FINISH PLANS FOR INTERIOR FINISHES, ACCENT
WALLS, FLOORING PATTERNS, FLOORING
TRANSITIONS, LOCATIONS OF WALL PROTECTIONS
AND TOILET ACCESSORIES.
4'
211. WHERE NEW FINISHES ARE CALLED FOR ON EXISTING
SURFACES, REMOVE THE EXISTING FINISH AND
PREPARE SURFACE TO RECEIVE THE NEW SCHEDULED
FINISH.
206. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY WORK INDICATED IN THE
CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE
TO EXISTING FIELD CONDITIONS.
106. FOR FURTHER DIMENSIONING, SEE LARGE SCALE
PLANS, SECTIONS, EXTERIOR ELEVATIONS,
INTERIOR ELEVATIONS AND DETAILS.
2'
2"=1'-0"
300 - INTERIOR FIT-OUT NOTES
202. DEMOLITION WORK SHALL BE EXECUTED IN
CONFORMANCE WITH ALL CODES AND
ORDINANCES AS SET FORTH BY ALL GOVERNING
AUTHORITIES.
102. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN
QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING CLARIFICATION FROM THE ARCHITECT
BEFORE CONTINUING WITH CONSTRUCTION.
0
1
100 - GENERAL NOTES
THE COMPLETE SET OF CONTRACT DOCUMENTS FOR
THIS WORK CONSISTS OF ONE VOLUME OF
DRAWINGS AND ONE VOLUME OF SPECIFICATIONS.
THESE VOLUMES MUST NOT BE SEPARATED BY
ANYONE FOR ANY REASON. THE ARCHITECT AND THE
OWNER DISCLAIM ANY RESPONSIBILITY OF
ASSUMPTIONS MADE BY AN INCOMPLETE SET OF
SPECIFICATIONS INCLUDING ALL SECTIONS LISTED IN
THE TABLE OF CONTENTS AND DRAWINGS INCLUDING
ALL SHEETS LISTED IN THE INDEX OF DRAWINGS.
4'
4"=1'-0"
CT
2'
TE
1'
A
0
1"=1'-0"
SC
2'
ST
1'
2"
0
112"=1'-0"
100'
0
1"=60'-0"
60'
WIDTH
3 3/4"
3 3/4"
3 3/4"
4 7/8"
4 7/8"
4 7/8"
5 1/4"
5 1/4"
5 1/4"
7 1/4"
7 1/4"
7 1/4"
120'
0
1"=80'-0"
6 EA
BALL BEARING BUTTS
1 EA
STOREROOM LOCKSET
PROJECT #
1 EA
PERMANENT CYLINDER
PROJECT MANAGER
1 EA
AUTOMATIC FLUSHBOLT
DESIGNED BY
1 EA
COORDINATOR
DRAWN BY
S. HEYWOOD
2 EA
CLOSER
S. HEYWOOD
2 EA
OVERHEAD STOP
QUALCHECK
SHEET TITLE
157380.000
S.HEYWOOD
GENERAL NOTES/
OPENING SCHEDULES
GI0-00-02
SHEET NUMBER
80'
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
0
1'
2'
112"=1'-0"
0
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
OFFICE
707
OFFICE
702
8'
0
1
COPY
701
CLOSET
700A
RECEPTION
700
PHASE TWO
16'
16"=1'-0"
ADMN
712
OFFICE
714
OFFICE
715
8'
16'
OFFICE
716
0
3
8"=1'-0"
OFFICE
717
16'
32'
0
16'
32'
1
16"=1'-0"
32"=1'-0"
0
1
32'
64'
32"=1'-0"
TEL +1.205.585.5535
www.ghafari.com
OFFICE
718
OFFICE
706
OPEN OFFICE
704
BREAK
703
DISPATCH
720
BREAK
713
OFFICE
705
PHASE ONE
DISPATCH 2
719
jh
STORAGE
709
PASSAGE
708
tele: 205-871-0484
FILES
710
STORAGE
711
A
B
O
D
SC
R . HEY W
O
ST
TT
MA
O
O F A LA
A
TE
GI
BI
TE
RM
IN G H A M ,
R ED
A
A
L
TE
RE
S
CT
7012
HI
C
R
SEVENTH FLOOR PHASING PLAN
SCALE: 1/16"=1'-0"
OFFICE
831
CONFERENCE
832
OFFICE
833
OFFICE
834
OFFICE
835
OFFICE
836
OFFICE
837
OFFICE
838
OFFICE
839
OFFICE
840
OFFICE
841
OFFICE
842
STG
801
OFFICE
821
OFFICE
810
OFFICE
809
OFFICE
851
VEST
843
OFFICE
808
OFFICE
807
OFFICE
803
PASSAGE
852
COFFEE
857A
SERVER
802
OFFICE
844
OFFICE
846
OFFICE
853
OFFICE
829
RECEPTION
828A
PASSAGE
828
PASSAGE
816
OFFICE
811
OFFICE
812
OFFICE
813
OFFICE
814
OFFICE
826
OFFICE
817
OFFICE
825
OFFICE
818
OFFICE
847
STG
805
OFFICE
824
TRAINING
823
OFFICE
861
OFFICE
854
PASSAGE
820
OFFICE
827
ADMN
857
OFFICE
804
PASSAGE
815
OFFICE
822
CONFERENCE
860
RECEPTION
800
PASSAGE
842
OFFICE
830
OFFICE
845
DOWN
OFFICE
858
PASSAGE
850
UP
CLASSROOM
806
OFFICE
862
OFFICE
856
OFFICE
848
PHASE TWO
PASSAGE
859
OFFICE
855
01-22-16
REV
DATE
DR04 Addendum 1
ISSUED FOR
OFFICE
863
STG
819
WORK/COPY
849
DOWN
DOWN
UP
UP
SHEYWOOD
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
1/24/2016 3:01:24 PM
PROJECT #
PROJECT MANAGER
PHASING GENERAL NOTES
157380.000
S.HEYWOOD
DESIGNED BY
1. PHASE ONE AND PHASE TWO TO BE PERMITTED SEPARATELY.
DRAWN BY
S. HEYWOOD
2. PHASE ONE MUST HAVE A CERTIFICATE OF OCCUPANCY BY APRIL 15, 2016.
QUALCHECK
SHEET TITLE
S. HEYWOOD
3. ALL WORK ASSOCIATED WITH A GIVEN PHASE, EVEN IF OUTSIDE PHASE LIMITS, TO BE
COMPLETED AND FINISHED PRIOR TO THE COMPLETION DATE OF THE GIVEN PHASE.
CONSTRUCTION
PHASING PLAN
EIGHTH FLOOR PHASING PLAN
GI1-00-01
SCALE: 1/16"=1'-0"
SHEET NUMBER
NORTH
0
1"=10'-0"
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
60'
120'
0
1"=80'-0"
80'
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Architect/Engineer assumes no responsibility for the accuracy of this record drawing or for
any errors or omissions that may have been incorporated into it as a result of incorrect information provided to the Architect/Engineer. Those relying on this record document are advised to obtain independent verification of its accuracy.
NORTH
0
1'
2'
112"=1'-0"
0
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
8'
16'
0
1
16"=1'-0"
8'
16'
0
3
8"=1'-0"
16'
32'
0
16'
32'
1
16"=1'-0"
32"=1'-0"
0
1
32'
64'
32"=1'-0"
PARTITION LEGEND
EXISTING TO BE REMOVED
TEL +1.205.585.5535
www.ghafari.com
EXISTING TO REMAIN
NON-RATED FULL HEIGHT WALL
35 8" MTL. STUDS 16 Ga. @ 16" o.c. UNLESS NOTED
OTHERWISE. FACE LAYER 5 8" TYPE "X" GYP. BOARD, EACH
SIDE. SEE SHEET GI0-00-02 FOR FURTHER INFORMATION.
OFFICE
707
OFFICE
702
BUSINESS:
11,130 SF/100= 112 OCC
COPY
701
F
ADMN
712
CLOSET
700A
RECEPTION
700
OFFICE
714
OFFICE
715
OFFICE
716
OFFICE
717
OFFICE
718
SMOKE BARRIER - 1HR
F
F
F
F
F
F
F
BREAK
703
OPEN OFFICE
704
jh
CONSTRUCT IN ACCORDANCE WITH U.L. DESIGN : U465
UNLESS NOTED OTHERWISE.
F
OFFICE
706
BREAK
713
OFFICE
705
ONE-HOUR FIRE
DISPATCH
720
tele: 205-871-0484
F
DISPATCH 2
719
F
F
F
F
TWO-HOUR FIRE
F
F
STORAGE
709
P
F
TWO-HOUR FIRE-SMOKE
F
PASSAGE
708
FILES
710
F
F
F
F
STORAGE
711
SYMBOLS LEGEND
F
EXIT LIGHTS
F
PULL STATION
FEC
FIRE EXTINGUISHER CABINET
RE
GI
S
HOLD OPENS
HO
B
O
7012
FIRE EXTINGUISHER
FX
R . HEY W
D
FIRE HOSE CABINET
TT
O
FHC
O
MA
A
FIRE ALARM STROBE
BI
TE
CT
P
SC
F
ST
F
O F A LA
A
P
TE
RM
IN G H A M ,
R ED
A
A
L
TE
F
HI
C
R
BUILDING INFORMATION
EXISTING BUILDING INFORMATION:
Construction Type: IBC Type I-B, Fully Sprinkled
NFPA-220 Type I (2,2,2)
Renovated 7th Floor Area
=
11,130 sf
Total 7th Floor Area
=
37,530 sf
=
=
14,440 sf
37,530 sf
MAJOR USE OCCUPANCY:
HIGH RISE BUSINESS
OCCUPANT LOAD:
SEE PLAN
ASSEMBLY
UNCONCENTRATED:
10,270 SF/15= 685 OCC
Exiting Information: See Plan
Max. Travel Distance: 300'-0" Sprinkled
APPLICABLE CODES
THESE DOCUMENTS , TO THE BEST OF GHAFARI'S
KNOWLEDGE AND EXPERIENCE, CONFORM TO THE
REQUIREMENTS OF THE MOST RESTRICTIVE APPLICABLE CODE
AS SHOWN BELOW:
SEVENTH FLOOR LIFE SAFETY PLAN
CITY OF BIRMINGHAM:
INTERNATIONAL BUILDING CODE INTERNATIONAL EXIST: BUILDING CODEINTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FIRE CODE NFPA 101, LIFE SAFETY CODE HANDICAPPED CODE, ANSI - A117.1 AMERICANS WITH DISABILITY ACT
ACCESSIBILITY GUIDELINES
CITY OF BIRMINGHAM TECHNICAL
CODES
Fire-Resistance Rating Requirements for Building Elements
NFPA 220
Type I (2,2,2)
IBC (2009)
Type I, B
SCALE: 3/32"=1'-0"
CONSTRUCTION TYPE
Most
Stringent
NORTH
Hourly Ratings
BUILDING ELEMENTS
Structural Frame
Including columns, girders trusses.
OTHER INFORMATION:
Typ. Detail
Hourly
Ratings
Hourly Ratings
2
UL or
GA Design #
2
2
Existg.
1.
INDICATE AREA BETWEEN FIREWALLS.
SEE DRAWING:
EXISTING
2.
PROVIDE SITE PLAN SHOWING LAYOUT OF BUILDING
FROM ALL PROPERTY LINES.
SEE DRAWING:
EXISTING
3.
PROVIDE SITE UTILITY PLAN INDICATING LOCATION AND
SIZES FOR ALL UTLITIES INCLUDING WATER,
SEWER, STORM, AND ELECTRICAL.
SEE DRAWING:
EXISTING
4.
PROVIDE LIFE SAFETY PLAN SHOWING EXITS AND FIRE
RATINGS FOR ALL EXIT ACCESS CORRIDORS
AND SHAFTS.
SEE DRAWING:
__GI1-07-01/GI1-08-01
5.
INDICATE TRAVEL DISTANCE FROM EACH TENANT
SPACE IN FEET.
SEE DRAWING:
__GI1-07-01/GI1-08-01_
6.
PROVIDE INTERIOR PARTITIONS FOR ALL RATED AND
NON-RATED PARTITION TYPES.
SEE DRAWING:
______GI0-00-02________
7.
INDICATE ALL DUCTWORK THAT CROSSES FIRE RATED
WALLS AND INDICATE FIRE DAMPERS.
SEE DRAWING:
8.
PROVIDE HVAC PLANS WITH ALL DUCT SIZES AND
CFM PER OUTLET WITH AIR BALANCE TABLE.
SEE DRAWING:
_MH1-07-01/MH1-08-01_
9.
INDICATE ON HVAC DRAWINGS ALL EXHAUST AND
RELIEF FANS WITH CFM REQUIREMENTS.
SEE DRAWING:
_MH1-07-01/MH1-08-01_
10.
INDICATE BUILDING EXHAUST SEPARATE FROM TOILET
EXHAUST.
SEE DRAWING:
EXISTING
11.
SUBMIT OUTSIDE AIR CALCULATIONS SHOWING
COMPLIANCE WITH ASHRAE 62-89.
SEE DRAWING:
EXISTING
12.
SUBMIT MATERIAL DATA SAFETY SHEETS IF THE
BUILDING STORES CHEMICALS OR GASES.
SEE DRAWING:
N/A
13.
PROVIDE PLUMBING DRAWINGS SHOWING NONPRESSURE PIPING.
SEE DRAWING:
PP1-07-01________
14.
PROVIDE ISOMETRIC OF DRAINAGE WASTE AND VENT
SYSTEM.
SEE DRAWING:
PP1-07-01
15.
PROVIDE PLUMBING FIXTURE SCHEDULE.
SEE DRAWING:
PD1-07-01
16.
INDICATE ON PLANS EXISTING FIXTURES AND/OR
FIXTURES TO BE REMOVED.
SEE DRAWING:
PD1-07-01
17.
INDICATE EXISTING WET COLUMNS AND/OR EXISTING
CONNECTIONS TO THE EXISTING SEWER SYSTEM.
SEE DRAWING:
EXISTING
18.
PROVIDE SITE PLAN WHEN APPLICABLE FOR NEW
CONSTRUCTION AND ADDITIONS INDICATING
CONNECTIONS OF WATER AND GAS LINES TO RESPECTIVE
MAINS.
SEE DRAWING:
NA
19.
PROVIDE GAS ISOMETRIC FOR ALL GAS PIPING.
SEE DRAWING:
NA
______
20.
INDICATE LONGEST RUN OF PIPING FROM GAS METER TO
FARTHEST OUTLET.
SEE DRAWING:
NA
______
21.
PROVIDE TOTAL BTU'S OF THE NEW AND EXISTING GAS
PIPING SYSTEM.
SEE DRAWING:
NA
22.
PROVIDE DOOR SCHEDULE WITH FIRE RATING AND
HARDWARE.
SEE DRAWING:
GI0-00-02___
23.
PROVIDE METHODS OF PROTECTION FOR
PENETRATIONS THROUGH FIRE RATED PARTITIONS AND
FLOORS.
SEE DRAWING:
EXISTING
Bearing Walls
Exterior
2
2
2
Existg.
Interior
2
2
2
Existg.
Non-Bearing Walls & Partitions
0
Interior
Floor Construction
Including supporting beams & joists.
2
SHEYWOOD
Roof Construction
Including supporting beams & joists.
0
0
2
2
1
Existg.
1
Existg.
1
Existg.
1/24/2016 2:19:08 PM
Nonbearing walls and partitions Exterior
<5'
1
1
1
Existg.
>5' <10'
1
1
1
Existg.
> 10' <30'
1
1
1
Existg.
0
> 30'
0
0
Existg.
NC (Non Combustible)
NA (Not Applicable) - does not apply to this structure.
Design is based on the more stringent of the above
requirements.
Building is Protected with A.S.S Per NFPA 13
2009 EDITION
2009 EDITION
2009 EDITION
2009 EDITION
2008 EDITION
2009 EDITION
2008 EDITION
1994 EDITION
REV
01-22-16
DR04 Addendum 1
01-11-16
DR03 Construction
01-04-16
DR01 Review
DATE
ISSUED FOR
2010 EDITION
2010 EDITION
ALL PARTITIONS OUTSIDE OF THE "LIMITS OF CONSTRUCTION"
AND INDICATED AS "RATED" ARE EXISTING AND DO NOT
REQUIRE ANY MODIFICATIONS UNDER THIS CONTRACT FOR
THEIR INDICATED RATINGS.
NOTE: DURING ALTERATIONS, THE EXISTING FIRE PROTECTION
SYSTEMS SUCH AS FIRE ALARM AND SPRINKLER SYSTEMS,
SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES WITH
LIMITED TIME FOR AN OUTAGE. IF OUTAGES EXCEED 4
HOURS, THE BJCC SHALL BE NOTIFIED AND A FIRE WATCH
SHALL BE ESTABLISHED PER NFPA REQUIREMENTS.
EXISTING
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
NOTE: DURING ALTERATIONS ALL REQUIRED EXIT
COMPONENTS SHALL BE MAINTAINED FOR UNOBSTRUCTED
EGRESS AND LEFT DEBRIS FREE WHEN UNATTENDED AND AT
THE END OF EACH WORK DAY.
NOT IN SCOPE
PROJECT #
PROJECT MANAGER
______
157380.000
S.HEYWOOD
DESIGNED BY
_____
DRAWN BY
S. HEYWOOD
QUALCHECK
SHEET TITLE
S. HEYWOOD
SEVENTH FLOOR
LIFE SAFETY PLAN
NC (Non Combustable)
N/A (Not Applicable) - Does not apply to this structure. Design is based on the
more stringent of the above requirements.
GI1-07-01
SHEET NUMBER
0
1"=10'-0"
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
60'
120'
0
1"=80'-0"
80'
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
Renovated 8th Floor Area
Total 8th Floor Area
0
1'
2'
112"=1'-0"
0
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
8'
16'
0
1
16"=1'-0"
8'
16'
0
3
8"=1'-0"
16'
32'
0
16'
32'
1
16"=1'-0"
32"=1'-0"
0
1
32'
64'
32"=1'-0"
NOT IN SCOPE
ALIGN
TEL +1.205.585.5535
www.ghafari.com
7
12
1
RECEPTION
700
700A
CLOSET
700A
ADMN
712
OFFICE
716
OFFICE
717
1
8
ALIGN
702
ALIGN
OFFICE
715
1
4
OFFICE
706
OFFICE
714
GD03-0E
ALIGN
1
1
OFFICE
705
AE7-00-01
GD03-0E
DISPATCH
720
10
BREAK 11
713
2
9
jh
GD03-0E
ALIGN
713
12
5
OFFICE
718
tele: 205-871-0484
ALIGN
4
BREAK
703
OPEN OFFICE
704
ALIGN
COPY
701
GD03-0E
717
OFFICE
702
1
2
8
GD03-0E
715
OFFICE
707
GD03-0E
ALIGN
GD03-0E
GD03-0E
7
714
1'-0"
9'-7" clr
718
2'-6" clr
10'-6"
10
4
AE7-00-01
9
DISPATCH 2
719
5'-0"
clr
719
4
STORAGE
709
709
PASSAGE
708
11
FILES
710
D
A
SC
B
O
O
ST
R . HEY W
GI
TE
RM
IN G H A M ,
R ED
A
A
L
TE
RE
HI
C
R
REV
01-22-16
DR04 Addendum 1
01-11-16
DR03 Construction
01-04-16
DR01 Review
DATE
ISSUED FOR
SHEYWOOD
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
SEVENTH FLOOR NEW WORK PLAN
SCALE: 1/8"=1'-0"
NORTH
PROJECT #
NEW CONSTRUCTION KEY NOTES
PROJECT MANAGER
NEW CONSTRUCTION GENERAL NOTES
157380.000
S.HEYWOOD
DESIGNED BY
7
CENTER NEW WALL ON EXISTING EXTERIOR WINDOW MULLIONS.
1. SEE FINISH PLANS FOR ALL NEW FINISH WORK.
DRAWN BY
S. HEYWOOD
2
8
CENTER NEW WALL ON EXISTING COLUMN.
2. ALL NEW AND EXISTING WALLS MUST MEET FIRE RATING REFLECTED ON LIFE SAFETY
PLANS.
QUALCHECK
SHEET TITLE
S. HEYWOOD
EXISTING PLASTIC LAMINATE MILLWORK TO REMAIN. CLEAN THOROUGHLY AND REPLACE ANY
NON-WORKING HARDWARE: HINGES, PULLS, DRAWER GLIDES, ETC. TO MATCH EXISTING.
3
NOT USED THIS SHEET
9
NEW PLASTIC LAMINATE MILLWORK; SEE ELEVATIONS.
1
FULL HEIGHT GYP BD WALL, SEE PARTITION DETAILS.
3. SEE SHEET GI0-00-02 FOR WALL PARTITION TYPES.
SEVENTH FLOOR
NEW WORK PLAN
4. ALL EXISTING WINDOW BLINDS TO REMAIN; PROTECT DURING CONSTRUCTION AND CLEAN
UPON COMPLETION OF WORK.
4
INFILL OPENING WITH
5
8"
GYB BD (BOTH SIDES) ON 3
5
8"
20 GA. METAL STUDS @ 16" OC.
10
REFINISH TENANT ENTRY DOORS AND WOOD SURROUND. FINISH TO MATCH EXISTING.
5. REMOVE ALL MISC PICTURE HOOKS, NAILS, AND SURFACE MOUNTED WOOD BLOCKING.
FILL HOLES OR PATCH AS NECESSARY FOR SMOOTH PAINT FINISH.
5
EXISTING CARD ACCESS SYTEM TO REMAIN; COORDINATE WITH TENANT AND BUILDING
OWNER.
11
FURR OUT COLUMN ENCLOSURE TO ACCOMMODATE NEW ELECTRICAL PANEL; COORDINATE
DEPTH WITH SPECIFIED PANEL.
6
NOTE NOT USED; THIS SHEET.
12
FRAME @ AT COLUMN SIDE WALL AS REQ'D TO ACCOMODATE A SMOOTH DRYWALL FINISH @
WEST WALL OF CLOSET.
6. NOTE: DOORS NOT LABELED ARE EXISTING TO REMAIN. PAINT DOORS & FRAMES PER
FINISH SCHEDULE.
AE1-07-03
7. ALL DOOR LOCKSET RE-KEYING WILL BE COMPLETED BY OWNER.
SHEET NUMBER
0
1"=10'-0"
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
60'
120'
0
1"=80'-0"
80'
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
5
C:\ghafari local cache\projectwise2015\dms87260\157380AE1-07-03.dwg
5
BI
CT
7012
S
1/24/2016 2:13:38 PM
TT
MA
STORAGE
711
O
O F A LA
A
TE
0
1'
2'
112"=1'-0"
0
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
8'
16'
0
1
16"=1'-0"
8'
16'
0
3
8"=1'-0"
16'
32'
0
16'
32'
1
16"=1'-0"
32"=1'-0"
0
1
32'
64'
32"=1'-0"
NOT IN SCOPE
TEL +1.205.585.5535
www.ghafari.com
1
jh
tele: 205-871-0484
1
1
1
A
SC
ST
D
SCALE: 1/8"=1'-0"
1/24/2016 2:15:18 PM
SHEYWOOD
NORTH
EXISTING ACOUSTICAL CLG. GRID AND TILES TO REMAIN,
REPLACE CUT TILES AS REQUIRED DUE TO DEMOLITION/NEW LAYOUT
REFLECTED CEILING PLAN GENERAL NOTES
CT
RM
IN G H A M ,
R ED
A
A
L
HI
C
R
01-22-16
DR04 Addendum 1
01-11-16
DR03 Construction
01-04-16
DR01 Review
DATE
ISSUED FOR
PROJECT #
PROJECT MANAGER
1. ALL CEILINGS HEIGHTS EXISTING TO REMAIN: @ 9'-0" AFF UNLESS NOTED OTHERWISE.
157380.000
S.HEYWOOD
DESIGNED BY
2. ALL EXISTING CEILING GRID TO REMAIN. REPLACE CUT OR DAMAGED TILES AS REQUIRED
BY NEW CONSTRUCTION.
DRAWN BY
QUALCHECK
SHEET TITLE
3. ALL 2X4 FIXTURES TO BE RELOCATED EXISTING. RELOCATE FROM AREAS OF DEMOLITION
OR FROM OWNER'S STOCKPILE.
EXISTING CAN LIGHT TO REMAIN
J. HICKS
S. HEYWOOD
SEVENTH FLOOR
CEILING PLAN
EXISTING 2 X 4 LIGHT TO REMAIN
R
TE
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
SEVENTH FLOOR CEILING PLAN
NO CEILING WORK THIS ROOM.
BI
TE
GI
REV
1
B
O
O
RE
S
REFLECTED CEILING PLAN KEY NOTES
R . HEY W
7012
1
REFLECTED CEILING LEGEND
TT
MA
O
O F A LA
A
TE
RELOCATED 2 X 4 LIGHT FIXTURE; SEE ELEC
FIXTURES TO BE RELOCATED FROM AREAS OF DEMOLITION OR FROM OWNER'S STOCKPILE
AE1-07-04
SHEET NUMBER
0
1"=10'-0"
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
60'
120'
0
1"=80'-0"
80'
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
0
1'
2'
112"=1'-0"
0
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
8'
16'
0
1
16"=1'-0"
8'
16'
0
3
8"=1'-0"
16'
32'
0
16'
32'
1
16"=1'-0"
32"=1'-0"
0
1
32'
64'
32"=1'-0"
TEL +1.205.585.5535
www.ghafari.com
jh
tele: 205-871-0484
RECEPTION #828A
SC: 3/8" = 1'-0"
B
O
D
SC
R . HEY W
O
ST
TT
MA
O
O F A LA
A
TE
A
9
GI
3
FINISH LEGEND
TE
RM
IN G H A M ,
R ED
A
A
L
HI
C
R
N/A
10
1
BI
TE
RE
S
CT
7012
DISPATCH 2 #719
SC: 3/8" = 1'-0"
FINISH SCHEDULE
N/A
DETAIL RESILIENT TILE TO CARPET
4
NOT TO SCALE
REV
7
01-22-16
DR04 Addendum 1
01-11-16
DR03 Construction
01-04-16
DR01 Review
DATE
ISSUED FOR
SECTION STANDARD MILLWORK
SC: 3/4" = 1'-0"
11
BREAK ROOM #713
SC: 3/8" = 1'-0"
DETAIL RESILIENT TILE TO SEALED CONCRETE
5
NOT TO SCALE
SHEYWOOD
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
PROJECT #
1/24/2016 2:16:39 PM
PROJECT MANAGER
157380.000
S.HEYWOOD
DESIGNED BY
DRAWN BY
1
QUALCHECK
SHEET TITLE
J. HICKS
S. HEYWOOD
FINISH SCHEDULE
FINISH NOTES
FINISH DETAILS
INTERIOR ELEVATIONS
2
FINISH NOTES
6
N/A
0
1"=10'-0"
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
WOOD BASE (WD-1)
NOT TO SCALE
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
60'
120'
0
1"=80'-0"
8
80'
SECTION MILLWORK WITH SINK
12
SC: 3/4" = 1'-0"
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
AE7-00-01
BREAK ROOM #713
SC: 3/8" = 1'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
SHEET NUMBER
0
1'
2'
11 2"=1'-0"
0
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
DUCTWORK LEGEND
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
8'
16'
0
1
16"=1'-0"
8'
0
3
AIR TERMINAL BOXES (7TH FLOOR TS)
GENERAL NOTES
16'
8"=1'-0"
16'
32'
0
16'
32'
1
16"=1'-0"
32"=1'-0"
0
1
32'
64'
32"=1'-0"
AIR TERMINAL BOXES (8TH FLOOR TS)
TEL +1.205.585.5535
www.ghafari.com
jh
tele: 205-871-0484
AIR TERMINAL BOXES (7TH FLOOR TN)
AIR TERMINAL BOXES (8TH FLOOR TN)
AIR DEVICE LEGEND
M:\215210\HVAC\215210 SDLN.dwg
REV
01-22-16
DR04 Addendum #1
01-11-16
DR03 Construction
01-04-16
DR01 Review
DATE
ISSUED FOR
CEILING DIFFUSER DETAIL
NO SCALE
BRYSON EUWER
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
PROJECT #
1/25/2016 7:48:03 AM
PROJECT MANAGER
DESIGNED BY
DRAWN BY
QUALCHECK
157380.000
S.HEYWOOD
SAMMY DAVIS
B.EUWER
SAMMY DAVIS
SHEET TITLE
HVAC SCHEDULES
AND DETAILS
MH0-00-01
SHEET NUMBER
0
1"=10'-0"
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
60'
120'
0
1"=80'-0"
80'
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
0
1'
2'
11 2"=1'-0"
0
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
8'
16'
0
1
16"=1'-0"
8'
16'
0
3
8"=1'-0"
16'
32'
0
16'
32'
1 "=1'-0"
16
32"=1'-0"
0
1
32'
64'
32"=1'-0"
TEL +1.205.585.5535
www.ghafari.com
jh
tele: 205-871-0484
M:\215210\HVAC\215210 HVAC.dwg
REV
01-22-16
DR04 Addendum #1
01-11-16
DR03 Construction
01-04-16
DR01 Review
DATE
ISSUED FOR
BRYSON EUWER
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
PROJECT #
157380.000
S.HEYWOOD
1/22/2016 2:53:34 PM
PROJECT MANAGER
DESIGNED BY
SAMMY DAVIS
DRAWN BY
B.EUWER
QUALCHECK
SHEET TITLE
SAMMY DAVIS
7TH FLOOR
HVAC PLAN
MD1-07-01
SHEET NUMBER
0
1"=10'-0"
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
60'
120'
0
1"=80'-0"
80'
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
0
1'
2'
112"=1'-0"
0
1'
2'
0
3
1"=1'-0"
2'
4'
0
1
4"=1'-0"
2'
4'
0
3
2"=1'-0"
4'
8'
0
1
8"=1'-0"
4'
8
0
3
4"=1'-0"
8'
16'
0
1
16"=1'-0"
8'
16'
0
3
8"=1'-0"
16'
32'
0
16'
32'
1 "=1'-0"
16
32"=1'-0"
0
1
32'
64'
32"=1'-0"
TEL +1.205.585.5535
www.ghafari.com
OFFICE
707
OFFICE
702
CLOSET
700A
COPY
701
ADMN
712
OFFICE
714
OFFICE
715
OFFICE
716
OFFICE
717
OFFICE
718
RECEPTION
700
jh
OFFICE
706
tele: 205-871-0484
BREAK
703
OPEN OFFICE
704
DISPATCH
720
BREAK
713
OFFICE
705
DISPATCH 2
719
STORAGE
709
PASSAGE
708
FILES
710
STORAGE
711
M:\215210\HVAC\215210 HVAC.dwg
REV
01-22-16
DR04 Addendum #1
01-11-16
DR03 Construction
01-04-16
DR01 Review
DATE
ISSUED FOR
BRYSON EUWER
FORUM BUILDING
TENANT FIT-OUT
FOR LIFEGUARD
AMBULANCE
PROJECT #
157380.000
S.HEYWOOD
1/25/2016 7:32:41 AM
PROJECT MANAGER
DESIGNED BY
SAMMY DAVIS
DRAWN BY
B.EUWER
QUALCHECK
SHEET TITLE
SAMMY DAVIS
7TH FLOOR
HVAC PLAN
MH1-07-01
SHEET NUMBER
0
1"=10'-0"
10'
20'
0
1"=20'-0"
20'
40'
0
1"=30'-0"
30'
60'
0
1"=40'-0"
40'
80'
0
1"=50'-0"
50'
100'
0
1"=60'-0"
60'
120'
0
1"=80'-0"
80'
160'
0
1"=100'-0"
100'
200'
0
1"=200'-0"
200'
400'
0
1"=400'-0"
400'
800'
0
1"=500'-0"
500'
1000'
0
1"=1000'-0"
1000'
2000'
01/22/2016
01/22/2016
01/22/2016

Addendum Number 1

Transcription

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