HomeMy WebLinkAbout4522_0007_LIBERTYFUND_ARCHSTATE_BINDER_09182015PROJECT NUMBER
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CARMEL, INDIANA
09/18/15
STATE SUBMISSION
LIBERTY FUND HEADQUARTERS
A00.0
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09/18/15 / STATE SUBMISSION
COVER SHEET -
STATE SUBMISSION
BP 2, BP 3
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
Liberty Fund
8335 Allison Point Trail, Suite 300
Indianapolis, Indiana 46250
317-842-0880
Rowland Design, Inc.
702 North Capitol Avenue
Indianapolis, Indiana 46250
317-636-3980
Enverity Engineering
9229 Delegates Row, Suite 150
Indianapolis, Indiana 46240
317-706-2075
CE Soultions
10 Shoshone Drive
Carmel, Indiana 46032
317-818-1912
Dimond Engineering
732 North Capitol Avenue
Indianapolis, Indiana 46204
317-634-4672
Context Design
12 South Main Street, Suite 200
Fortville, Indiana 46040
317-485-6900
Design 27 Technology & Acoustics
5366 Winthrop Ave
Indianapolis, Indiana 46220
317-485-8000
111th AND PENNSYLVANIA STREET
CARMEL, INDIANA 46032
STATE SUBMISSION
BID PACKAGE No. 2 and No. 3
STATE SUBMISSION SET
111th AND PENNSYLVANIA STREET
Owner
Architecture / Landscape / Interior Design
Site / Civil Engineer
Structural Engineer
Mechanical / Eleictrical / Plumbing Engineer
Landscape
Technology
PROJECT NUMBER
DATE
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CHECKED BY
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INDEX - STATE
SUBMISSION
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
SHEET INDEX - STATE SUBMISSION (3)
SHEET
#SHEET NAME
A520WALL SECTIONS
A521WALL SECTIONS
A522WALL SECTIONS
A530SECTION DETAILS
A531SECTION DETAILS
A532SECTION DETAILS
A533SECTION DETAILS
A534SECTION DETAILS
A535SECTION DETAILS
A536SECTION DETAILS
A537SECTION DETAILS
A538SECTION DETAILS
A539SECTION DETAILS
A540STAIR SECTIONS
A541STAIR SECTIONS
A542STAIR SECTIONS
A543STAIR SECTIONS
A550MISC CIRCULATION
A551MISC CIRCULATION
A552MISC CIRCULATION
A601WINDOW/FRAME SCHEDULES, ELEVATIONS
A602WINDOW/FRAME SCHEDULES, ELEVATIONS
A603CURTAINWALL ELEVATIONS
A604CURTAINWALL ELEVATION SUN SCREEN DETAILS
A610MISC. DOOR AND WINDOW DETAILS
A611MISC DOOR AND WINDOW DETAILS
A621INTERIOR ELEVATIONS
A625INTERIOR ELEVATIONS
A641RESTROOM ELEVATIONS
A642RESTROOM ELEVATIONS
A640INTERIOR ELEVATIONS
A651INTERIOR DETAILS
A652INTERIOR DETAILS
A653INTERIOR DETAILS
A654INTERIOR DETAILS
A660CEILING SECTION DETAILS
SHEET INDEX - STATE SUBMISSION (3)
SHEET
#SHEET NAME
GENERAL
A000COVER SHEET
A000CINDEX
A001GENERAL LEGENDS / SYMBOLS / NOTES
A010GENERAL ARCHITECTURAL INFORMATION
LANDSCAPE ARCHITECTURE
L300COURTYARD KEY PLAN
L310LAYOUT PLAN
L320COURTYARD PLANTING PLAN
L330COURTYARD SITE DETAILS
L340COURTYARD FOUNTAIN DETAILS
L341COURTYARD FOUNTAIN DETAILS
ARCHITECTURAL
A002WALL TYPES
A003LIFE SAFETY
A004CODE
A101OVERALL BASEMENT PLAN
A201OVERALL FIRST FLOOR PLAN
A201AFIRST FLOOR - AREA A
A201BFIRST FLOOR - AREA B
A201CFIRST FLOOR - AREA C
A201DFIRST FLOOR - AREA D
A202OVERALL SECOND FLOOR PLAN
A202BSECOND FLOOR - AREA B
A202CSECOND FLOOR - AREA C
A203ROOF PLAN
A210ENLARGED FLOOR PLANS
A211ENLARGED TOILET ROOM PLANS
A300EXTERIOR ELEVATIONS
A301EXTERIOR ELEVATIONS
A302EXTERIOR ELEVATIONS
A303EXTEIOR ELEVATIONS
A311ENLARGED EXTERIOR PLAN DETAILS
A312ENLARGED EXTERIOR PLAN DETAILS
A313ENLARGED EXTERIOR PLAN DETAILS
A314ENLARGED EXTERIOR PLAN DETAILS
A315ENLARGED EXTERIOR PLAN DETAILS
A310ENLARGED EXTERIOR PLANS SECTIONS & DETAILS
A321ENLARGED EXTERIOR ELEVATIONS
A320ENLARGED EXTERIOR ELEVATIONS
A322ENLARGED EXTERIOR ELEVATIONS
A401AFIRST FLOOR REFLECTED CEILING PLAN - AREA A
A401BFIRST FLOOR REFLECTED CEILING PLAN - AREA B
A401CFIRST FLOOR REFLECTED CEILING PLAN - AREA C
A401DFIRST FLOOR REFLECTED CEILING PLAN - AREA D
A401OVERALL BASEMENT REFLECTED CEILING PLAN
A402BSECOND FLOOR REFLECTED CEILING PLAN - AREA B
A402CSECOND FLOOR REFLECTED CEILING PLAN - AREA C
A500BUILDING SECTIONS
A501BUILDING SECTIONS
A502BUILDING SECTIONS
A503BUILDING SECTIONS
A504BUILDING SECTIONS
A505BUILDING SECTIONS
A506BUILDING SECTIONS
A507BUILDING SECTIONS
A510WALL SECTIONS
A511WALL SECTIONS
A512WALL SECTIONS
A513WALL SECTIONS
A514WALL SECTIONS
A515WALL SECTIONS
A516WALL SECTIONS
A517WALL SECTIONS
A518WALL SECTIONS
A519WALL SECTIONS
SHEET INDEX - STATE SUBMISSION (2)
SHEET
#SHEET NAME
ELECTRICAL
E001SYMBOLS & ABBREVIATIONS - ELECTRICAL
E100SITE PLAN - ELECTRICAL
E200CLOWER L EVEL - AREA C - LIGHTING
E201AFIRST FLOOR - AREA A - LIGHTING
E201BFIRST FLOOR - AREA B - LIGHTING
E201CFIRST FLOOR - AREA C - LIGHTING
E201DFIRST FLOOR - AREA D - LIGHTING
E202BSECOND FLOOR - AREA B - LIGHTING
E202CSECOND FLOOR - AREA C - LIGHTING
E210CLOWER LEVEL - AREA C - POWER
E211AFIRST FLOOR - AREA A - POWER
E211BFIRST FLOOR - AREA B - POWER
E211CFIRST FLOOR - AREA C - POWER
E211DFIRST FLOOR - AREA D - POWER
E212BSECOND FLOOR - AREA B - POWER
E212CSECOND FLOOR - AREA C - POWER
E220CLOWER L EVEL - AREA C - FIRE ALARM
E221AFIRST FLOOR - AREA A - FIRE ALARM
E221BFIRST FLOOR - AREA B - FIRE ALARM
E221CFIRST FLOOR - AREA C - FIRE ALARM
E221DFIRST FLOOR - AREA D - FIRE ALARM
E222BSECOND FLOOR - AREA B - FIRE ALARM
E222CSECOND FLOOR - AREA C - FIRE ALARM
E301ENLARGED PLANS - POWER
E401DETAILS - ELECTRICAL
E402DETAILS - ELECTRICAL
E501ELECTRICAL RISER DIAGRAM
E601SCHEDULES - ELECTRICAL
E602SCHEDULES - ELECTRICAL
E603SCHEDULES - ELECTRICAL
E604SCHEDULES - ELECTRICAL
TECHNOLOGY
T000GENERAL NOTES AND LEGENDS
T001BASEMENT - DISTRIBUTION PLAN
T002FIRST FLOOR - DISTRIBUTION PLAN
T003SECOND FLOOR - DISTRIBUTION PLAN
T100OVERALL BASEMENT
T101FIRST FLOOR - AREA A
T102FIRST FLOOR - AREA B
T103FIRST FLOOR - AREA C
T104FIRST FLOOR - AREA D
T105SECOND FLOOR -AREA A
T106SECOND FLOOR - AREA B
T107SECOND FLOOR - AREA C
T200ENLARGED TECHNOLOGY ROOMS
T300TELECOM RISER AND GROUNDING DIAGRAMS
T400AV SCHEMATIC DIAGRAMS
T401AV SCHEMATIC DIAGRAMS
T410SECURITY AND ACCESS CONTROL SCHEMATIC DIAGRAMS
T500TELECOM DETAILS
T501AV DETAILS
T502AV DETAILS
T503AV DETAILS
T504AV DETAILS
T510SECURITY AND ACCESS CONTROL DETAILS
SHEET INDEX - STATE SUBMISSION (2)
SHEET
#SHEET NAME
GENERAL
002COVER SHEET - VOLUME 2
A000BBP2 INDEX
MECHANICAL
MP001SYMBOLS AND ABBREVIATIONS
M200CLOWER L EVEL - AREA C - MECHANICAL
M201AFIRST FLOOR - AREA A - MECHANICAL
M201BFIRST FLOOR - AREA B - MECHANICAL
M201CFIRST FLOOR - AREA C - MECHANICAL
M201DFIRST FLOOR - AREA D - MECHANICAL
M202BSECOND FLOOR - AREA B - MECHANICAL
M202CSECOND FLOOR - AREA C - MECHANICAL
M210CLOWER LEVEL - AREA C - MECHANICAL PIPING
M211AFIRST FLOOR - AREA A - MECHANICAL PIPING
M211BFIRST FLOOR - AREA B - MECHANICAL PIPING
M211CFIRST FLOOR - AREA C - MECHANICAL PIPING
M211DFIRST FLOOR - AREA D - MECHANICAL PIPING
M212BSECOND FLOOR - AREA B - MECHANICAL PIPING
M212CSECOND FLOOR - AREA C - MECHANICAL PIPING
M301ENLARGED MECH. ROOMS B134 & B218 - MECHANICAL
M302ENLARGED MECHANICAL ROOM C013 - MECHANICAL
M303ENLARGED MECHANICAL ROOM D104 - MECHANICAL
M311ENLARGED MECH. ROOMS B134 & B218 - MECHANICAL PIPING
M312ENLARGED MECHANICAL ROOM C013 - MECHANICAL PIPING
M313ENLARGED MECHANICAL ROOM D104 - MECHANICAL PIPING
M401DETAILS - AIR DISTRIBUTION
M411DETAILS - LIQUID TRANSFER
M511SCHEMATICS - LIQUID HEAT TRANSFER
M601SCHEDULES - AIR DISTRIBUTION
M611SCHEDULES - LIQUID HEAT TRANSFER
M701CONTROL SCHEMATICS
M702CONTROL SCHEMATICS
PLUMBING
P200AFOUNDATION - AREA A - PLUMBING
P200BFOUNDATION - AREA B - PLUMBING
P200CFOUNDATION - AREA C - PLUMBING
P200DFOUNDATION - AREA D - PLUMBING
P200C-1LOWER LEVEL - AREA C - PLUMBING
P201AFIRST FLOOR - AREA A - PLUMBING
P201BFIRST FLOOR - AREA B - PLUMBING
P201CFIRST FLOOR - AREA C - PLUMBING
P201DFIRST FLOOR - AREA D - PLUMBING
P202BSECOND FLOOR - AREA B - PLUMBING
P202CSECOND FLOOR - AREA C - PLUMBING
P210OVERALL ROOF PLAN - PLUMBING
P302ENLARGED MECHANICAL ROOM AREA C - PLUMBING
P303ENLARGED MECHANICAL ROOM D104 - PLUMBING
P401ISOMETRICS - PLUMBING
P501DETAILS - PLUMBING
P601SCHEDULES - PLUMBING
FIRE PROTECTION
FP200CLOWER LEVEL - AREA C - FIRE PROTECTION
FP201AFIRST FLOOR - AREA A - FIRE PROTECTION
FP201BFIRST FLOOR - AREA B - FIRE PROTECTION
FP201CFIRST FLOOR - AREA C - FIRE PROTECTION
FP201DFIRST FLOOR - AREA D - FIRE PROTECTION
FP202BSECOND FLOOR - AREA B - FIRE PROTECTION
FP202CSECOND FLOOR - AREA C - FIRE PROTECTION
FP301ENLARGED C106 - FIRE PROTECTION
D
.
ADA AMERICANS WITH DISABILITIES ACT/
(ACCESSIBILITY GUIDELINES)
ADJ ADJACENT / ADJUSTABLE
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
ALUM ALUMINUM
APC ACOUSTICAL PANEL CEILING
B/__BOTTOM OF __
BLDG BUILDING
CJ CONTROL JOINT
C/L CENTERLINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
DEMO DEMOLITION
DIA DIAMETER
DS DOWNSPOUT
DWG(S)DRAWING(S)
EA EACH
EJ EXPANSION JOINT
ELEC ELECTRICAL
ELEV ELEVATION / ELEVATOR
EQ EQUAL
EQUIP EQUIPMENT
ETC ETCETERA
EXIST EXISTING
EXT EXTERIOR
FD FLOOR DRAIN
FIN FINISH
FR FIRE RESISTANT / RETARDANT
FTG FOOTING
GC GENERAL CONTRACTOR
GYP BD GYPSUM BOARD
HM HOLLOW METAL
HR HOUR
HT HEIGHT
INSUL INSULATION
INT INTERIOR
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED
OF/OI OWNER FURNISHED/OWNER INSTALLED
OH OVERHEAD
OPH OPPOSITE HAND
OPNG OPENING
O/O OUT TO OUT
PLAM PLASTIC LAMINATE
PT / PTD PAINT / PAINTED
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFERENCE
REQD REQUIRED
RO ROUGH OPENING
SF SQUARE FOOT (FEET)
SHT SHEET
SIM SIMILAR
SPECS SPECIFICATIONS
STRUCT STRUCTURE / STRUCTURAL
T/___TOP OF ___
T&G TONGUE AND GROOVE
TEMP TEMPORARY
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VIF VERIFY IN FIELD
W/WITH
W/O WITHOUT
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT WITH REGARDS TO
ARCHITECTURAL DESIGN CONCEPT, BUILDING DIMENSIONS, MAJOR ARCHIT ECTURAL
ELEMENTS AND STRUCTURAL SYSTEM. ON THE BASIS OF THE SCOPE OF WORK
INDICATED, THE CONTRACTOR IS TO FINISH AND INSTALL ALL ITEMS RE QUIRED FOR
PROPER EXECTUTION AND COMPLETION OF THE WORK.
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONS TRUCTION.
PROVIDE ALL WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND
FEDERAL CODES AND MANUFACTURER'S RECOMMENDATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL BUILDING OFFICIALS AND
INSPECTORS FOR PERMITS AND INSPECTIONS.
THE COORDINATION OF ALL MATERIALS, LABOR AND WORKMANSHIP IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
CONTACT RESPECTIVE UTILITY COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND
SERVICES PRIOR TO START OF CONSTRUCTION. TAKE EVERY PRECAUTION NECESSARY
TO PROTECT EXISTING SERVICES DURING CONSTRUCTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES
AND LEVELS AND KEEPING THE STRUCTURE IN SQUARE. COMPARE CAREFULLY THE
LINES AND LEVELS SHOWN ON THE DRAWINGS TO EXISTING CONDITIONS. REPORT ANY
AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH ANY
REQUIRED CORRECTION TO THE WORK.
DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS ILLUSTRATED ON DRAWINGS; NOTIFY
THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOR CLARIFICATION.
FIELD VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO STARTING
CONSTRUCTION. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH CONSTRUCTION.
REVIEW ALL DRAWINGS FOR ALL INFORMATION CONCERNING SLEEVES, BOXES,
ANCHORS, VENTS, OPENINGS, ETC. THAT MAY BE REQUIRED. EACH RESPECTIVE TRADE IS
RESPONSIBLE FOR PROVIDING AND INSTALLING ITEMS REQUIRED TO COMPLETE ITS
WORK.
COMMENCING WORK BY A CONTRACTOR OR SUBCONTRACTOR CONSTITUTES
ACCEPTANCE OF THE CONDITIONS AND SURFACE CONCERNED. IF SUCH CONDITIONS OR
SURFACES ARE UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE NOTIFIED
IMMEDIATELY AND CEASE WORK UNTIL THE UNACCEPTABLE CONDITIONS CAN BE
REMEDIED.
PROVIDE PEST PROTECTION FOR THE ENTIRE CONSTRUCTION AREA FOR THE DURATION
OF CONTRACT.
REMOVE TRASH AND DEBRIS AT THE END OF EACH WORK DAY. TRANSPORT TRASH,
RUBBISH AND DEBRIS FROM THE SITE AND LEGALLY DISPOSE OF SAME. P ERFORM
REMOVAL AND DISPOSAL TO MEET ALL CITY AND STATE REGULATIONS. CONFIRM
REQUIRMENTS WITH THE OWNER. ON-SITE BURNING IS PROHIBITED.
PROVIDE DAILY CLEANING OF THE PROJECT JOB SITE. PROVIDE A THORO UGH
CONSTRUCTION CLEAN-UP PRIOR TO OWNER/TENANT TAKING OCCUPANCY OF ANY
SPACE. CLEAN-UP SHALL INCLUDE, BUT NOT BE LIMITED TO CLEANING ALL SURFACES
AND VACUUM AND CLEANING ALL CARPETING AND WINDOW TREATMENTS.
THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT/REPAIR OF DAMAGED
MATERIALS.
ALL MATERIAL AND WORKMANSHIP SHALL BE WARRANTED FOR A MINIMUM PERIOD OF
ONE (1) YEAR UNLESS REQUIRED OTHERWISE BY THE CONTRACT DOCUMENT S. WHERE
THE CUSTOMARY WARRANTY PERIOD FOR A PART OF THE WORK EXCEEDS ON E YEAR,
THE LONGER SHALL APPLY.
ROOM NAME
00000
1
A101
SIM
1
A101
SIM
101
1
EXISTING DOOR
EXISTING WALL
NEW DOOR
NEW WALL
ROOM NAME, NUMBER
DOOR NUMBER
A101
1 ELEVATION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
ENLARGED PLAN
OR DETAIL
DETAIL NUMBER
SHEET NUMBER
REVISION TAG
ELEVATION TARGET
CEILING HEIGHT TAG
WALL TAG
M3
D
TYPE
OPTIONS
SURFACE MOUNTED
FIRE EXTINGUISHER CABINET
PARTIAL RECESSED
FIRE EXTINGUISHER CABINET
C.J.CONTROL JOINT
#
#
#
NEW CONSTRUCTION NOTE
DEMOLITION NOTE
ACCESSORY NOTE
WINDOW TAG
1t
E.J.EXPANSION JOINT
MATCH LINE
24B36 CASEWORK TAG
Name
Elevation
+8'-6"
F.E.C.
F.E.C.
MAJOR EXITING ROUTE
1 HR. RATED CONSTRUCTION
2 HR. RATED AREA SEPARATION
3 HR. RATED AREA SEPARATION
20 MIN. RATED DOOR & FRAME
60 MIN. RATED DOOR & FRAME
SPRINKLER SYSTEM THIS AREA
13
B2
PROJECT NUMBER
DATE
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GENERAL LEGENDS /
SYMBOLS / NOTES
4522-0007
09/16/15
JMS
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
ABBREVIATIONS
GENERAL NOTESPLAN LEGEND
FIRE LEGEND
NO.DESCRIPTIONDATE
REFER TO WALL SECTION FOR CONSTRUCTIONWS
4
7
/
8
"
S3D 3 5/8" METAL STUDS WITH (1) LAYER 5/8" TYPE
X GYPSUM WALL BOARD EACH SIDE
* 1 HR RATED UL419
* 3" SOUND ATTENUATING FIBER BLANKET
STC-49
4
5
/
8
"
S4Y 4" C-H METAL STUDS WITH (1) LAYER 3/4"
GYPSUM WALL BOARD ON ROOM SIDE AND 1"
GYPSUM SHAFT LINER ON SHAFT SIDE
SYSTEM TYPE PER RATING (A =1HR B=2HR)
* 2 HR RATED U415
M8A 7 5/8" CONCRETE MASONRY UNIT, RUNNING
BOND
7
5
/
8
"
4
7
/
8
"
S3B 3 5/8" METAL STUDS WITH (1) LAYERS 5/8"
TYPE X GYPSUM WALL BOARD EACH SIDE
* 3" SOUND ATTENUATING FIBER BLANKET
STC-45
7
1
/
4
"
S6A 6" METAL STUDS WITH (1) LAYER 5/8" GYPSUM
WALL BOARD EACH SIDE
2
1
/
8
"
S1FA 1 1/2" METAL 'Z' FURRING WITH (1) LAYER 5/8"
GYPSUM WALL BOARD ONE SIDE
M8E 7 5/8" CONCRETE MASONRY UNIT WITH (1)
LAYER 5/8" GYPSUM WALL BOARD OVER 1 1/2"
METAL FURRING ONE SIDE
9
3
/
4
"
C8A 8" CAST IN PLACE CONCRETE
* 2 HR RATED (refer to 'equivalent thickiness'
tables in IBC-721.2.1.1)
* ACOUSTIC ATTEN. COMPONENTS STC >54
(rating based on concrete density-verify concrete
density)
8"
4
7
/
8
"
S3A 3 5/8" METAL STUDS WITH (1) LAYER 5/8"
GYPSUM WALL BOARD EACH SIDE
4
1
/
4
"
S3C 3 5/8" METAL STUDS WITH (1) LAYER 5/8"
GYPSUM WALL BOARD ROOM SIDE
6
5
/
8
"
S6C 6" METAL STUDS WITH (1) LAYER 5/8" GYPSUM
WALL BOARD ROOM SIDE
7
3
/
4
"
S6D 6" METAL STUDS WITH (1) LAYER 5/8" GYPSUM
WALL BOARD EACH SIDE AND RESILIENT
CHANNEL FURRING ON ONE SIDE
* 6" SOUND ATTENUATING FIBER BLANKET
STC-55
7
1
/
4
"
S6B 6" METAL STUDS WITH (1) LAYER 5/8" GYPSUM
WALL BOARD EACH SIDE
* 6" SOUND ATTENUATING FIBER BLANKET
STC-50
8
3
/
8
"
S6E 6" METAL STUDS WITH (2) LAYER 5/8" GYPSUM
WALL BOARD AND RESILIENT CHANNEL ON
ONE SIDE AND (1) LAYER 5/8" GYPSUM WALL
BOARD ON ONE SIDE
* 6" SOUND ATTENUATING FIBER BLANKET
STC-60
CS6A 6" METAL STUDS WITH BRICK VENEER OVER
(1) LAYER 5/8" PLYWOOD ON ONE SIDE AND (1)
LAYER 5/8" GYPSUM WALL BOARD ON ONE
SIDE.
* 6" SOUND ATTENUATING FIBER BLANKET
STC-50
1'
-
2
1
/
2
"
DS6B 6" METAL STUDS WITH DECORATIVE WOOD
PANELS OVER (1) LAYER 5/8" GYPSUM WALL
BOARD EACH SIDE
* 6" SOUND ATTENUATING FIBER BLANKET
STC-50 7
1
/
2
"
CS6A 6" METAL STUDS WITH BRICK VENEER OVER
(1) LAYER 5/8" PLYWOOD ON ONE SIDE AND (1)
LAYER 5/8" GYPSUM WALL BOARD ON ONE
SIDE.
* 6" SOUND ATTENUATING FIBER BLANKET
STC-50
1'
-
2
1
/
2
"
LS6A 6" METAL STUDS WITH LIMESTONE VENEER
OVER (1) LAYER 5/8" PLYWOOD ON ONE SIDE
AND (1) LAYER 5/8" GYPSUM WALL BOARD ON
ONE SIDE.
* 6" SOUND ATTENUATING FIBER BLANKET
STC-50
1'
-
0
7
/
8
"
LS6B 6" METAL STUDS WITH LIMESTONE VENEER
OVER (1) LAYER 5/8" PLYWOOD ON ONE SIDE.
* 6" SOUND ATTENUATING FIBER BLANKET
STC-50
10
1
/
4
"
CS6B 6" METAL STUDS WITH BRICK VENEER OVER
(1) LAYER 5/8" PLYWOOD ON ONE SIDE.
* 6" SOUND ATTENUATING FIBER BLANKET
STC-50
1'
-
0
7
/
8
"
LS6B 6" METAL STUDS WITH LIMESTONE VENEER
OVER (1) LAYER 5/8" PLYWOOD ON BOTH
SIDES
* 6" SOUND ATTENUATING FIBER BLANKET
STC-50
1'
-
5
1
/
2
"
3
1
/
8
"
S2Y 2.5" C-H METAL STUDS WITH (1) LAYER 5/8"
GYPSUM WALL BOARD ON ROOM SIDE AND 1"
GYPSUM SHAFT LINER ON SHAFT SIDE U415A
OR EQUAL FROM BUILDING OFFICIAL - AN
ANSI UL U263
6
1
/
8
"
S3E 3 5/8" METAL STUDS WITH (2) LAYER 5/8"
GYPSUM WALL BOARD EACH SIDE
* 2 HR RATED UL411
* INSULATION ONLY PER UL STANDARD
6
5
/
8
"
S6F 6" METAL STUDS WITH (1) LAYER 5/8" GYPSUM
WALL BOARD
* 6" THERMAL BATT INSULATION W/
CONTINUOUS VISQUEEN VAPOR BARRIER .01
PERM MAX 3
3
3
S3G 3 5/8" METAL STUDS WITH (1) LAYER OF
CEMENT BOARD AND TILE AS SCHEDULED
ROOM SIDE 3
S6G 6" METAL STUDS WITH (1) LAYER 5/8" GYPSUM
WALL BOARD AND CEMENT BOARD ON OTHER
SIDE W/ CERAMIC TILE
3
S3H 3 5/8" METAL STUDS WITH (1) LAYERS 5/8"
GYPSUM WALL BOARD
* 3 1/2" THERMAL INSULATION W/ CONTINUOUS
VISQUEEN VAPOR BARRIER .01 PERM MAX
3
PARTITION TYPE SYMBOL
PARTITION TYPE
FIRE RATING (I.E. 1= 1 HOUR)
PARTITION HEIGHT CODE
M8A.D.2.A
S2A.P
ADDITIONAL PARTITION
DESIGNATION, WHERE OCCURS
PARTITION DESIGNATION
ACOUSTICAL ATTENUATION REQ'D
HEIGHT AS
INDICATED IN
INCHES OR (V)
INDICATES HEIGHT
THAT VARIES
(C) TERMINATE AT CEILING
(P) TERMINATE 6" ABOVE CEILING
(D) TERMINATE AT FLOOR / ROOF DECK
6"
6" METAL STUD = R - 21 BATT INSULATION MINIMUM
3 5/8" METAL STUD = R - 15 BATT INSULATION
4" METAL STUD = R - 15 BATT INSULATION
1" RIGID INSULATION = R - 5 MINIMUM
ALL R-VALUES INDICATED ARE A MINIMUM - REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2" RIGID INSULATION = R - 10 MINIMUM
1/2" RIGID INSULATION = R - 2.5 MINIMUM
1 1/2" RIGID INSULATION = R - 7.5 MINIMUM
2 1/2" METAL STUD = R - 11 BATT INSULATION
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
3
4
:
0
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WALL TYPES
4522-0007
09/18/15
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
INTERIOR WALL TYPES
WALL TYPE TAG LEGEND
WALL TYPE T.O. WALL LEGEND
INSULATION THICKNESS LEGEND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
NOTE: FASTENERS FOR GYPSUM BOARD AT RESILIENT CHANNEL FURRING
SHALL NOT PENETRATE THRU TO STUD FRAMING UNLESS REQUIRED FOR
STRUCTURAL INTEGRITY. SPACE BETWEEN METAL STUD AND RESILIENT
CHANNEL SHALL BE FILLED CONTINUOUS WITH MINERAL FIBER BOARD.
ACOUSTIC WALL NOTES:
1.ACOUSTICAL SEALANT SHALL BE APPLIED AT ALL GYPSUM BOARD SEAMS.
2.ACOUSTICAL SEALANT SHALL BE APPLIED ON BOTH SIDES OF THE
PARTITION AT TOP AND BOTTOM OF OUTER MOST GYPSUM BOARD SHEET -
NO EXCEPTIONS.
3.ALL OUTLETS, BACK BOXES, SWITCHES, WALL FIXTURES OR WALL
PENETRATION SHALL BE SEALED ALL AROUND EACH SIDE.
4.MINERAL FIBERBOARD SHALL BE PROVIDED CONTINUOUS WITHIN THE GAP
BETWEEN THE METAL STUD FRAMING AND RESILIENT CHANNEL.
NOTE: FASTENERS FOR GYPSUM BOARD AT RESILIENT CHANNEL FURRING
SHALL NOT PENETRATE THRU TO STUD FRAMING UNLESS REQUIRED FOR
STRUCTURAL INTEGRITY. SPACE BETWEEN METAL STUD AND RESILIENT
CHANNEL SHALL BE FILLED CONTINUOUS WITH MINERAL FIBER BOARD.
UPUP
UPUP
3929 SF
REFERENCE LIBRARY
C100
555 SF
REFERENCE LIBRARY
ARCHIVE
C106
372 SF
OFFICE
C108
186 SF
CONFERENCE
C107
101 SF
PASSAGE
C105
220 SF
LIBRARIAN
C104
167 SF
COPY/ COLLATE
C103
68 SF
UNISEX RESTROOM
C113
71 SF
COPY
C112
116 SF
STAIR
C101
119 SF
STAIR
C102
181 SF
ASSISTANT
C110
1351 SF
BOARD ROOM
D110
763 SF
BREAK OUT
D109
940 SF
DINING
D108
1054 SF
STAFF BREAK AREA
D101758 SF
MECHANICAL
D104
465 SF
KITCHEN
D103
1262 SF
EXERCISE
D115
93 SF
VESTIBULE
D106
201 SF
PASSAGE
D111
159 SF
MENS
D117
159 SF
WOMEN
D113
75 SF
SHOWER
D116
75 SF
SHOWER
D114
462 SF
PASSAGE
D107
32 SF
JANITORIAL
D112
24 SF
STORAGE
D103B
28 SF
STORAGE
D103A
132 SF
PASSAGE
D102
52 SF
VESTIBULE
D100
920 SF
COURTYARD
A111
647 SF
ENTRY
A101
134 SF
VESTIBULE
A100
224 SF
PACKAGE PICK-UP/
DELIVERY
A114
61 SF
MEN
A112 62 SF
WOMEN
A113
101 SF
OFFICE
A10444 SF
CLOSET
A103
225 SF
LUGGAGE/ BICYCLE
STORAGE
A102
184 SF
OFFICE
B131
187 SF
OFFICE
B130
184 SF
OFFICE
B129
187 SF
OFFICE
B128
188 SF
OFFICE
B127
192 SF
OFFICE
B126
180 SF
OFFICE
B125
50 SF
STAIR
B124
193 SF
OFFICE
B123
270 SF
OFFICE
B122
183 SF
OFFICE
B120
367 SF
CONFERENCE
B119
186 SF
OFFICE
B108192 SF
OFFICE
B107190 SF
OFFICE
B106192 SF
OFFICE
B105190 SF
OFFICE
B104192 SF
OFFICE
B103190 SF
OFFICE
B102192 SF
OFFICE
B101
407 SF
OFFICE
B100
792 SF
CORRIDOR
B121
838 SF
CORRIDOR
B109
108 SF
FUTURE AST.
B117612 SF
FILE ROOM
B116119 SF
ELECT
B115
557 SF
COPY COLLATE
B114105 SF
LOUNGE
B113181 SF
MEN
B111190 SF
WOMEN
B110
142 SF
MECHANICAL
B134
55 SF
ELEVATOR MACHINE
B132
366 SF
MAIN STAIR
B133
580 SF
CORRIDOR
A105
292 SF
STORAGE
D105
67 SF
IDF ROOM
D104A
EX
I
T
EXIT
EXIT
E X I T
E
X
I
T
EXIT
E
X
I
T
175 SF
CORRIDOR
B112
25
6
190
10697
8
3
1
6
85
271 SF
CONFERENCE
A109
271 SF
CONFERENCE
A107
605 SF
OFFICE
C111
1527 SF
CORRIDOR
A106
1519 SF
CORRIDOR
A108
1413 SF
CORRIDOR
A110
185 SF
CORRIDOR
B118
DN
DN DN
F E C
FEC
F
E
C
F
E
F E C
FE
FEC
F
E
C
(/100=1)(/100=1)
(/100=2)
(/300=1)
(/100=2)
(/300=1)
(/100=6)
(/100=14)(/100=16)
(/100=16)
TOTAL - (86)
(/15=19)(/15=19)
(/100=2)
(/100=4)
(/100=6)
(/100=2)
(/100=2)
(/100=3)
(/100=2)
(/100=2)
(/100=40)
(/100=7)
(/100=2)
(/100=1)
(/100=1)
(/300=1)
(/100=7)
(1180/100=12)(1180/100=12)920/15 = 62
(402SF/200=3)
(652SF/15=44)
(TOTAL =48)
(/100=1)
(/100=1)
(/300=1)
(/300=1)
(/200=3)(/300=3)(/300=1)
(/100=1)
(/50=26)
(/100=1)
(/100=1)
(/100=1)
(/100=2)
(/100=2)
(/100=3)
(/100=8)
(/15=63)(/15=63)
(/100=5)
(/15=91)
(/300=3)
(/300=1)
(/300=1)
(/300=1)
BODY OF SQUARE FOOTAGE OFFICE WING = (9939/100 = 100)
(ADD OTHER ZONES FOR TOTAL) - 106 THIS FLOOR
1
3
E
X
I
T
E
X
I
T
NOTE:
EGRESS CAPACITY AT DOORS CALCULATED WITH THE FOLLOWING:
33" ACTUAL WIDTH AT SINGLE 36" DOORS
66" ACTUAL WIDTH AT DOUBLE 36" DOORS
1HR - UL 415 TYPE A1HR - UL 415 TYPE A
1HR - UL 415 TYPE A1HR - UL 415 TYPE A
2HR - 8" THICK
MIN.
CONTINUOUS
CAST IN PLACE
CONCRETE
2HR - UL 411
2HR - 8" THICK
CONTINUOUS CAST
IN PLACE CONCRETE
COURTYARD BELOW
UP
405 SF
MEDIA LIBRARY
C206
119 SF
STAIR
C202
119 SF
STAIR
C201
156 SF
MECHANICAL
C205
376 SF
LOUNGE
C20489 SF
STORAGE
C203
185 SF
OFFICE
B235
186 SF
OFFICE
B233
185 SF
OFFICE
B231
188 SF
OFFICE
B230
182 SF
OFFICE
B229
193 SF
OFFICE
B227
271 SF
OFFICE
B226
179 SF
OFFICE
B224
193 SF
OFFICE
B223
179 SF
PUBLISHING
B210
281 SF
OFFICE
B209188 SF
OFFICE
B208191 SF
OFFICE
B207188 SF
OFFICE
B206
191 SF
OFFICE
B205188 SF
OFFICE
B204281 SF
CONFERENCE
B203411 SF
CONFERENCE
B202
560 SF
COPY COLLATE
B213 174 SF
STORAGE
B221
427 SF
STORAGE
B212
129 SF
OPEN OFFICE
B222
120 SF
ELECTRICAL
B220
87 SF
OPEN OFFICE
B219
180 SF
CORRIDOR
B214
193 SF
CORRIDOR
B211
891 SF
CORRIDOR
B201
143 SF
MECHANICAL
B218
144 SF
STORAGE
B217
2312 SF
REFERENCE UPPER
LIBRARY
C200
EXIT
EXIT
EXITEXIT
188 SF
OFFICE
B234
188 SF
OFFICE
B232
FE
FEC
FEC
(/100=24)
(/100=2)(/100=2)
(/300=1)
(/100=4)(/100=5)
(/300=1)
(/300=1)
(/300=2)
(/300=1)
(/300=1)
BODY OF SQUARE FOOTAGE OFFICE WING = (9889/100 = 99)
(ADD OTHER ZONES FOR TOTAL) - 105 THIS FLOOR
CEILING / CHASE
CLOSURE - 1HR
UL 415 TYPE A
OR APPROVED
EQUAL FROM
BUILDING
OFFICIAL. (AN-
ANSI UL U263)
CEILING / CHASE
CLOSURE - 1HR
UL 415 TYPE A
OR APPROVED
EQUAL FROM
BUILDING
OFFICIAL. (AN-
ANSI UL U263)
1HR - UL 415 TYPE A1HR - UL 415 TYPE A
1HR - UL 415 TYPE A
2HR - 8" THICK
CONTINUOUS
CAST IN PLACE
CONCRETE
2HR - 8" THICK
CONTINUOUS
CAST IN PLACE
CONCRETE
1HR - UL 415 TYPE A1HR - UL 415 TYPE A
1354 SF
MECHANICAL
C013
404 SF
IT WORK ROOM
C010
206 SF
IT SERVER
C007
75 SF
MDF
C008435 SF
STORAGE
C011
120 SF
STORAGE
C003
93 SF
ELEVATOR MACHINE
C002
4784 SF
REFERENCE LIBRARY
C001
1077 SF
CORRIDOR
C004
163 SF
STAIR
C014
204 SF
STAIR
C005
209 SF
ELECTRICAL ROOM
C001A
CHASE
CEILING CLOSURE -
1HR UL 415 TYPE A
OR APPROVED EQUAL
FROM BUILDING
OFFICIAL. (AN-ANSI UL
U263)
CEILING / CHASE
CLOSURE - 1HR
UL 415 TYPE A
OR APPROVED
EQUAL FROM
BUILDING
OFFICIAL. (AN-
ANSI UL U263)
FEC
FE
C
(/100=48)
(/300=1)
(/300=1)
(/100=2)(/100=3)
(/300=1)(/100=1)
(/100=3)
(/300=2)
(/300=5)
(/100=11)
(/300=1)
1HR - UL 415 TYPE A
1HR - UL 415 TYPE A
2HR - 12" THICK
CONTINUOUS CAST
IN PLACE CONCRETE
2HR - UL 411
POINT OF EGRESS
ESTIMATED NUMBER OF OCCUPANTS
USING MEANS OF EGRESS AT GIVEN LOCATION
ROOM NAME, ROOM NUMBER
FLOOR AREA
FLOOR AREA PER OCCUPANT
OCCUPANT COUNT
1 HOUR FIRE RATED CONSTRUCTION
2 HOUR FIRE RATED CONSTRUCTION
1 HOUR FIRE RATED CEILING CLOSURE
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
EGRESS TRAVEL DISTANCE
EXIT SIGN
OFFICE
106
(/100= OCCUPANT COUNT)
137 sf
EXIT
00
FEC
FE
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
3
3
:
3
7
A
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C:
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2
-
0
0
7
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LIFE SAFETY
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/16" = 1'-0"A003
1 FIRST FLOOR OVERALL PLAN
1/16" = 1'-0"A003
2 CODE OVERALL - 2nd Level Floor Plan
1/16" = 1'-0"A003
3 BASEMENT OVERALL PLAN
LIFE SAFETY PLAN LEGEND
NO.DESCRIPTIONDATE
OCCUPANCY CLASSIFICATION: B
SECTION 304
CONSTRUCTION TYPE 11-B
TABLE 601
SPRINKLER SYSTEM - FULLY SPRINKLED
WATER BASED & CLEAN AGENT
CODE STANDARDS:
NFPA 13 AND AS REQUIRED BY CODE STANDARDS OF JURISDICTION HAVING AUTHORITY
HEIGHT AND BUILDING AREA 3 FLOORS @ 23,000 SF PER FLOOR- BASELINE
TABLE 503
ACCESSORY OCCUPANCIES:A-2
CHAPTER 508, 508.2.
INCIDENTAL USE AREAS:NONE
SECTION 509.3
ALLOWABLE AREA INCREASE 69,000 PER STORY - BUILDING IS FULLY SPRINKLED PER CODE STANDARDS
23,000 x 3 = 69,000 PER STORY
SECTION 506.3
AREA PER FLOOR 35,794 FIRST FLOOR (COURTYARD NOT INCLUDED - (INCLUDED IN OCCUPANCY COUNT)
16,770 SECOND FLOOR
10,537 BASEMENT
FIRE RESISTANCE CONSTRUCTION 0 HRS ALL AREAS
BUILDING ELEMENTS 0 HRS ALL AREAS
TABLE 601
SECTION 603.1, NOTE 19 c
SHAFT ENCLOSURE 1HR FIRE BARRIER
713.4
SHAFT ENCLOSURE AT TOP & BOTTOM SAME AS SHAFT PER CODE STANDARDS
713.11, 713.12
DAMPERS PROVIDED PER CODE STANDARDS - REFERENCE MECHANICAL DRAW INGS FOR ADDITIONAL INFORMATION
ELEVATOR SHAFT ENCLOSURE 2 HR FIRE BARRIER
ELEVATOR MACHINE ROOMS 2 HR FIRE BARRIER
FIRE EXTINGUISHERS 1 EVERY 75'-0" IN RADIUS
COMBUSTIBLE MATERIALS APPROVED MATERIALS SHALL BE USED IN ACCORDINACE W/ SECTION 603
SECTION 603
INTERIOR FINISHES ROOMS AND ENCLOSED SPACES: "C"
TABLE 803.9 CORRIDORS, ENCLOSURE FOR EXIST ACCESS STAIRWAY AND EXIT RAMPS: "C"
INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS: "B"
AREA SPECIFIC CODE NOTES:
ATRIUM @ LIBRARY
404, 404.2 EXCEPTION
404.4 FIRE ALARM PROVIDED
405.4 SMOKE CONTROL NOT REQURED.
COMMON PATH OF EGRESS TRAVEL 100' MAX
TABLE 1014.3
MAX OCCUPANTS W/ 1 DOOR 49
TABLE 1015.1
EXIT ACCESS TRAVEL DISTANCE 300' MAX
1016.2
MAXIUM EXIT ACCESS TRAVEL 243'
DISTANCE IN BUILDING
(OFFICE WING B205 TO EXIT)
MINIMUM CORRIDOR WIDTH 44"
1018.2 - LESS THAN 50 OCCUANTS = 36"
MINIMUM PROVIDED IN BUILDING = 48"
(CALCUATED PER ZONE REFERENCE
PREVIOUS CALCULATIONS)
OCCUPANCY LOAD: GROUND LEVEL - 624
TABLE 1004.1.2 SECOND LEVEL - 143
BASEMENT LEVEL - 79
TOTAL - 846
OCCUPANCY LOAD:
(BREAK DOWN)
LIBRARY - 1ST - 54
2ND - 38
BASEMENT - 79
TOTAL - 171
OFFICE - 1ST - 106
2ND - 105
TOTAL - 211
HOSPITALITY - TOTAL - 262
CENTRAL CORE - TOTAL - 202
TOTAL - 846
MAX FLOOR AREA PER OCCUPANT BUSINESS - 100 GROSS
STORAGE/MECH - 300 GROSS
ASSEMBLY W/O FIXED SEATS - 15 NET
EXERCISE ROOM - 50 GROSS
LIBRARY STACKS - 100 GROSS
EGRESS WIDTH PER ZONE:
CORRIDOR: 1005.3.2
202 CENTRAL CORE TOTAL - 525 x .15 = 78.75" REQD
106 1/2 OFFICE 95" PROVIDED
86 1/2 LIBRARY/BASEMENT
131 1/2 HOSPITALITY
OFFICE TOTAL - 211 x .15 = 31.65"
64" MIN PROVIDED
LIBRARY TOTAL - 171 x .15 = 25.65"
57" MIN PROVIDED
HOSPITALITY TOTAL - 262 x .15 = 39.3"
48" MIN PROVIDED
EGRESS WIDTH PER ZONE:
DOOR: 1005.3.2
202 CENTRAL CORE TOTAL - 525 x .15 = 78.75" REQD
106 1/2 OFFICE 132" PROVIDED
86 1/2 LIBRARY/BASEMENT
131 1/2 HOSPITALITY
OFFICE TOTAL - 211 x .15 = 31.65"
132" MIN PROVIDED
LIBRARY TOTAL - 171 x .15 = 25.65"
66" MIN PROVIDED
HOSPITALITY TOTAL - 262 x .15 = 39.3"
165" MIN PROVIDED
EGRESS WIDTH STAIRS:
SECTION 1005.3.1
MINIMUM NUMBER OF EXITS REQUIRED 3
TABLE 1021.2.2
ACTUAL NUMBER OF EXITS PROVIDED 7 (PLUS OTHERS NOT INCLUDED)
EGRESS WIDTH STAIRS:
SECTION 1005.3.1
OFFICE 211x .2 = 42.2"
46" & 56" PROVIDED
LIBRARY 171 X.2 = 34.2"
44" & 44" PROVIDED
PLUMBING FIXTURE COUNT
CHAPTER 29 AND INDIANA AMMENDMENTS:
846 OCCUPANTS/2 = 423 PER SEX
TOILETS:
TOILET - 1PER 25 FOR 1ST 50 = 2
1 PER 50 ABOVE 50: 373/50 = 8
10 WATER CLOSETS REQUIRED
10 WATER CLOSETS PROVIDED PLUS 1 UNISEX
LAVS:
LAV - 1 PER FOR FOR FIRST 80 = 2
1 PER 80 FOR REMAINING: 373/80 = 5
7 LAVS REQUIRED
7 LAVS REQUIRED PLUS 1 UNISEX
MOP SINK - 1 REQUIRED
2 PROVIDED
DRINKING FOUNTAIN - WATER COOLERS PROVIDED BY OWNER.
NOTE: ACTUAL BUILDING OCCUPANCY WILL TOTAL 50 DURING NORMAL BUSINESS
HOURS.
SELECT APPLICABLE CODES
2014 INDIANA BUILDING CODE - 2012 INTERNATIONAL BUILDING CODE W / INDIANA AMMENDMENTS
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
AMERICAN NATIONAL STANDARDS INSTITUTE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
ICC/ANSI 117.1-2009
INDIANA PLUMBING CODE, 2012 EDITION, 2006 INTERNATIONAL PLUMBING CODE
INDIANA ELECTRICAL CODE 2009 EDITION (NFPA 70-2008) (NFPA 70)
INDIANA MECHANICAL CODE, 2014 EDITION IMC, 2012 INTERNATIONAL MECHANICAL CODE EDITION FIRST
PRINTING
INDIANA ENERGY CONSERVATION CODE 2012 (ASHRAE 90.1, 2007 EDITION, AS AMMENDED)
ELEVATOR SAFETY CODE - 2001 INDIANA ELEVATOR SAFETY CODE (IESC) (UPDATED 09/28/2011)
INDIANA FIRE CODE, 2014 EDITION (IFC 20112 EDITION, 1ST PRINTING) 2012 INTERNATION FIRE CODE
2010 INDIANA ENERGY CONSERVATION CODE, ASHRAE 90.1 2007
PORTABLE FIRE EXTINGUISHERS - NFPA 10-2010 PORTABLE FIRE EXTINGUISGERS
JURISDICTION REVIEW:
VARIANCE OF DEVELOPMENT STANDARDS - DOCKET NOS. 14060005V THROUGH 14060009V
LETTER OF GRANT LIBERTY FUND HEADQUARTERS DOCKET NO. 14120013 DP/ADLS
SITE NOTES:
124 TOTAL SPACES W/ 5 ACCESSIBLE PARKING SPACES AND PATHWAYS TO AND FROM BUILDING
INCLUDING SITE ELEMENTS. REFERENCE CIVIL AND LANDSCAPE DRAWINGS.
PROJECT NUMBER
DATE
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CHECKED BY
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CODE
4522-0007
09/1815
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
CODE INFORMATION - A
NO.DESCRIPTIONDATE
STANDARD A.D.A. RESTROOM DIMENSIONS
BACK WALL
SHOWER STALL DETAILS
DRINKING FOUNTAIN DETAILS
TOP VIEW SIDE VIEW
SIDE WALL
LAVATORY DETAILS
TOP VIEW
CONTROL WALL
GRAB BAR DETAILSWATER CLOSET CLEARANCE
BACK WALL
PAPER TOWEL
RECEPTICAL
SIDE WALL
EQUIPMENT
PERMITTED
IN THIS AREA
CLEAR
FLOOR
SPACE
SHOWER SPRAY UNIT
WITH 60" HOSE (CAN
BE USED AS A FIXED
AND AS A HAND HELD
SHOWER)
9"
M
I
N
27
"
M
I
N
36
"
M
A
X
19"
17" TO
8" MIN 6" MAX
19" MAX
17" MIN
30
"
M
I
N
48" MIN.6" MAX.8" MIN.
17" MIN. DEPTH
SIDE VIEW
9"
M
I
N
.
27
"
M
I
N
.
29
"
M
I
N
.
34
"
M
I
N
.
T
O
R
E
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
40
"
M
A
X
.
24" MAX
30
"
M
I
N
.
48" MIN
19"
17" TO
CLEAR
FLOOR
SPACE
33
"
T
O
3
6
"
33
"
T
O
3
6
"
38
"
M
I
N
.
48
"
M
A
X
CONTROL AREA
18" MAX.
GRAB BAR
48
"
M
A
X
.
TOWELS
19
"
17
"
T
O
19
"
M
I
N
.
33
"
T
O
3
6
"
39
"
T
O
4
1
"
18
"
M
I
N
.
12" MAX 42" MIN.
54" MIN.
39" TO 41"
12" MIN.
33
"
T
O
3
6
"
24" MIN.
36" MIN.TOILET PAPER
℄
℄
℄℄
℄
℄
℄
48" MIN.
56
"
M
I
N
.
CLEAR
FLOOR
SPACE
18".18" MIN.
36" MIN.
LAVATORY
℄
BACK WALL
6" MAX.6" MAX.
33
"
T
O
3
6
"
6" MAX.
GRAB BARGRAB BAR
6" MAX.
20' MAX.20' MAX.20' MAX.20' MAX
C.J.
BUILDING CORNER USE C.J. ON ONE
SIDE AT OPENINGS
UNDER 6' AND BOTH
SIDES AT OPENINGS
OVER 6'. USE ON
BOTH SIDES FOR
AESTHETICS
PLACE C.J. WHERE
FOUNDATION TYPES
CHANGE, I.E. AT
DEPRESSED FLOOR
SLABS
C.J. AT
CHANGES IN
WALL HGT.
KEYED NOTES:
HORIZONTAL SLIP JOINT AT CONTROL JOINT. APPLY
MASON'S FLASHING, CUT BACK 1/2" FROM FACE OF BLOCK.
SET FLASHING ON RAKED JOINT ON SOLID BLOCK AND SEAL.
AT BUILDING CORNERS, SPACING OF CONTROL JOINT
ON ONE SIDE FROM THE CORNER PLUS DISTANCE OF
CONTROL JOINT FROM CORNER OF THE ADJACENT SIDE
SHALL BE NO GREATER THAN 20'. THE SHORTER SIDE
CONTROL JOINT HOWEVER SHALL BE NO LESS THAN 2'
FROM THE CORNER.
1
SEALANT W/
BACKER ROD
CONCRETE
BLOCK (TYP.)
VINYL CONTROL
JOINT KEY
TYPICAL CMU CONTROL JOINT DETAIL
TYPICAL CONTROL JOINT LOCATION LEGEND (CMU MASONRY WALLS)
SEALANT WITH
BACKER ROD
GENERAL NOTES:
1.CONTROL JOINT SEALANT COLOR IS TO MATCH
ADJACENT BRICK MASONRY.
2.DISCONTINUE JOINT REINFORCEMENT AT CONTROL
JOINT LOCATION.
3.LAP HORIZONTAL JOINT REINFORCEMENT MINIMUM 6
INCHES SIDE BY SIDE.
4.PROVIDE CONTROL JOINT AT INTERSECTION OF
INTERIOR WALLS.
5.PROVIDE VERTICAL CONTROL JOINT AT PILASTERS.
2
C.J.
NOT TO SCALE
NOT TO SCALE
20' MAX.20' MAX.20' MAX.20' MAX
E.J.
BUILDING CORNER USE E.J. ON ONE
SIDE AT OPENINGS
UNDER 6' AND BOTH
SIDES AT OPENINGS
OVER 6'
PLACE E.J. WHERE
FOUNDATION TYPES
CHANGE, I.E. AT
DEPRESSED FLOOR
SLABS
E.J. AT
CHANGES IN
WALL HGT.
CONTINUOUS SEALANT
(COLOR TO MATCH BRICK)
TYPICAL BRICK MASONRY VENEER EXPANSION JOINT DETAIL
TYPICAL EXPANSION JOINT LOCATION LEGEND (BRICK MASONRY)
2
E.J.
NOT TO SCALE
NOT TO SCALE
KEYED NOTES:
HORIZONTAL SLIP JOINT AT EXPANSION JOINT. APPLY
MASON'S FLASHING, CUT BACK 1/2" FROM FACE OF BLOCK.
SET FLASHING ON RAKED JOINT ON SOLID BLOCK AND SEAL.
AT BUILDING CORNERS, SPACING OF EXPANSION JOINT
ON ONE SIDE FROM THE CORNER PLUS DISTANCE OF
EXPANSION JOINT FROM CORNER OF THE ADJACENT
SIDE SHALL BE NO GREATER THAN 20'. THE SHORTER
SIDE EXPANSION JOINT HOWEVER SHALL BE NO LESS
THAN 2' FROM THE CORNER.
1
GENERAL NOTES:
1.EXPANSION JOINT SEALANT COLOR IS TO MATCH
ADJACENT BRICK MASONRY.
2.DISCONTINUE JOINT REINFORCEMENT AT EXPANSION
JOINT LOCATION.
3.LAP HORIZONTAL JOINT REINFORCEMENT MINIMUM
6 INCHES SIDE BY SIDE.
2
SEALANT WITH
BACKER ROD
1 11 1
3/8" (U.N.O.)
2
11 11
3/8" (U.N.O.)
NOTE: THIS LEGEND TO BE USED WHEN CONTROL JOINTS ARE NOT
SPECIFICALLY INDICATED ON PLANS OR ELEVATIONS.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
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8
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1
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1
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GENERAL
ARCHITECTURAL
INFORMATION
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
UNLESS OTHERWISE NOTED ON DRAWINGS. COORDINATE JOINT LINES W/ ARCHITECT PRIOR TO INSTALLATION.
UNLESS OTHERWISE NOTED ON DRAWINGS. COORDINATE JOINT LINES W/ ARCHITECT PRIOR TO INSTALLATION.
NO.DESCRIPTIONDATE
UP
UP
T
T
TT
T
T
MECHANICAL
C013
IT WORK ROOM
C010
IT SERVER
C007
MDF
C008
STORAGE
C011
STORAGE
C003
E
L
E
V
A
T
O
R
M
A
C
H
I
N
E
C0
0
2
REFERENCE LIBRARY
C001
CORRIDOR
C004
STAIR
C014
STAIR
C005
2
A512
3
A512
4
A512
1
A513
2
A513
3
A513
2
A501
2
A501
2
A500
1
A501
1
A501
2
A517
ELECTRICAL ROOM
C001A
CHEM PUMP
C006
1514
1514
1514 1514
1514
1514
1514
1514 1514
1514
15
14
15
14
1514
1514
1514 1514
19
22
22
16
CHASE
1
A519
3
A518
4
A513
2
A507
2
A507
1
A507
1
A507
4
A518
4
A519
1
A502
1
A502
C
0
0
1
C008
C
0
1
0
C
0
1
1
C0
1
3
C
0
0
3
C0
1
4
B
C005
C002
C001A
C014A
C007
S6B.D.1.AS6B.D.1.A
S6A.DS6A.D
S6C.D S3C.D
S6A.D
S6A.D
S6A
S6A.D
S3E.D.2.A
S3E.D.2.A
S6A.DS6C.D
S6C.DS6C.DS6C.D
S6A.D
S6A.D
S6A.DS6A.D
S6A.D
S6B.D.1.A
S6B.D.1.A
S6C.DS6C.DS6C.D
S6A.D
S3C.D
S6A.D
S6A.DS6A.D
S6A.D
S6A.D
S6A.D
S6A.DS6A.DS6A.D
S6A.D
S6A.D
S1FA.D.A S1FA.D.A S1FA.D.A
S3C
CA
CE
C7.9C5.1 C5.9C3.1
B1 B2
CD
CB
C6A3C5C4C3 C7 C8
DA
DB
A5A1
CF
C2
C9
CC
D5
B1.6
A2 A4
C2.5 C8.5C7.5C3.5
A210
9
A210
6
C0
0
1
B
S2Y.D.1.A
S3C.D
S3C.D
S3C.D
S3C.D
S3C.D
2' - 2"
2'
-
2
"
2' - 2"
2'
-
2
"
S1FA.D.A
C12A.2.A S1FA.D.AC12A.2.A
16' - 5 3/4"9 1/2"
2' - 2"
2'
-
2
"
6'
-
0
3
/
4
"
3'
-
1
1
"
14
'
-
1
"
1'
-
7
1
/
4
"
11' - 3"
6'
-
1
1
/
4
"
10
'
-
2
5
/
8
"
80.00°
6' - 5".
6'
-
8
"
4"
2' - 2 1/4"
9 1/4"
EQ EQ
4'
-
3
1
/
2
"
8'
-
5
5
/
8
"
1'
-
7
1
/
4
"
7' - 5 1/8"
1 0 0 .0 0 °
1 0 0 .0 0 °
2' - 2"
1' - 1"
4"4"
11
1
/
8
"
4 3/8"
7 1/4"
8' - 10 5/8"5' - 1 3/4"
4"7 1/4"
13' - 2 1/8"
7 1/4"3 3/8"
6' - 8 1/8"
1 3/4"
7' - 2 5/8"
7 1/4"
7' - 2 1/8"
2' - 4 1/8"6' - 10 3/4"
3
7
/
8
"
7
1
/
4
"
S1
F
A
.
A
S1
F
A
.
A
3
1
/
8
"
9"
1
00.0
0°
S3CS3C S3CS3CS3CS3C
S3C.DS3C.D
FEC
FE
C
C001C
6 '- 5 ".
E QEQ
S3E.D.2.A
S6A.D
S3C.D
2 HR FIRE RATED
ENCLOSURE
2 HR FIRE RATED
ENCLOSURE
A654
7
A654
8
A654
9
A654
10
3
3
33
3
UNIT C
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
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8
/
2
0
1
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9
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4
3
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1
6
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2
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F
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OVERALL BASEMENT
PLAN
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A101
1 LOWER FLOOR OVERALL PLAN
NO.DESCRIPTIONDATE
KEY PLAN
CONSTRUCTION PLAN KEYNOTES
1LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN TO BE SELECTED BY
ARCHITECT.
2LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN AND SEALER AS
RECOMMENDED BY MANUFACTURE FOR EXTERIOR CONDITIONS
34” RAISED CONCRETE PLINTH WITH NEOPRENE ISOLATION PADS AND METAL FLASHING.
4HEAVY GAUGE CONTINUOUS METAL PANEL ASSEMBLY WITH REVEALS. REFERENCE PLAN DETAILS
FOR ADDITIONAL INFORMATION.
5ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
6CUNIFORM INCISED VENEER LIMESTONE WALL CONSTRUCTION.
7ELEVATOR CAB ASSEMBLY - REFERENCE FUTURE BID PACKAGE.
8ELECTRICAL/ DATA AND SECURITY ROOM. INSTALL CHAIN LINK CAGE AROUND SECURITY SYSTEM
COMPLETE WITH GATE. CHAIN LINK CAGE SHALL EXTEND LENGTH OF ROOM RUNNING NORTH AND
SOUTH. PROVIDE FIRE TREATED PLYWOOD PANELS WITH FIRE TREATED 2X WOOD BLOCKING OVER
TOP OF GYPSUM ASSEMBLIES FOR BOTH WALLS FULL HEIGHT RUNNING NORTH SOUTH. COORDINATE
FINAL REQUIREMENTS WITH M.E.P. AND TECHNOLOGY ASSEMBLIES PRIOR TO FINAL INSTALLATION.
REFERENCE FUTURE BID PACKAGE.
9BUILT-IN HARDWOOD CUSTOM SLOPED BOOK SHELVING WITH INTEGRATED ROPE LIGHT AT EACH
BOOK ROW. CONTINUOUS 1 HOUR SHAFT WALL CONSTRUCTION SHALL BE INSTALLED BEHIND BUILT
IN ASSEMBLY. TYPICAL. FIRE STOP ALL PENETRATIONS BETWEEN BASEMENT AND 1ST LEVEL AT 1ST
LEVEL FLOOR SLAB. REFERENCE FUTURE BID PACKAGE.
10OUTLINE OF CONTINUOUS HARDWOOD ANGLED LEDGE WITH BUILT IN UNIT HEATER, SLOT INTAKE AND
TELESCOPING LIGHTING DEVICE. REFERENCE FUTURE BID PACKAGE.
11ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
12STRUCTURAL GLASS RAILING SYSTEM . REFERENCE SPECIFICATIONS AND DETAIL 4/A538 FOR
ADDITIONAL INFORMATION.
13PAINTED METAL ROOF LADDER AND ASSOCIATED ROOF HATCH AND CURB.
14BASEMENT DEWATERING AND PERIMETER FOUNDATION DRAIN SYSTEM. EXTEND DE-WATERING
SYSTEM TO SUMP PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE
CIVIL AND MEP DRAWINGS.
15CONTINUOUS UNDER SLAB DEWATERING SYSTEM . EXTEND DE-WATER SYSTEM TO SUMP PUMP
ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE MEP DRAWINGS.
16ELEVATOR PIT DEWATERING AND SUMP PUMP ASSEMBLIES. EXTEND DE-WATERING SYSTEM TO SUMP
PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. INSTALL PERIMETER WATER
RESISTANT MATERIAL ON OUTSIDE WALLS OF ELEVATOR PIT FOUNDATION WALLS. REFERENCE MEP
DRAWINGS.
17RECESSED CONCRETE SLAB ASSEMBLY FOR TERRAZZO FLOOR CONSTRUCTION. ISOLATE CONCRETE
SLAB CONSTRUCTION FROM ADJACENT CONSTRUCTION AS REQUIRED. COOR DINATE LOCATION OF
CONSTRUCTION JOINTS AND CRACK ISOLATION JOINTS WITH TERRAZZO JOINT PATTERN. REFERENCE
FUTURE BID PACKAGE.
18RECESSED CONCRETE SLAB AS REQUIRED FOR SHOWER ASSEMBLY. PROVIDE WATER RESISTANT
ISOLATION MEMBRANE. REFERENCE FUTURE BID PACKAGE.
19CONCRETE HOUSEKEEPING PADS AND CURBS WITH ASSOCIATED ACOUSTIC ISOLATION MECHANISMS.
20PAINTED STEEL LADDER AND MECHANICAL SERVICE PLATFORM ABOVE CEILING.
21CAST IN PLACE COLOR INTEGRATED CONCRETE RETAINING WALL WITH C AP.
22HOT DIPPED GALVANIZED METAL GRATE OVER AREAWAY. PROVIDE GRATE OPENING AND LADDER.
LADDER TO MEET OSHA REQUIREMENTS.
23CONCRETE SLAB CONSTRUCTION WITH HOUSEKEEPING PADS . COORDINATE WITH MEP AND
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
24EXTEND TERRAZZO FLOOR FINISH TO INSIDE FACE OF DOOR FOR PROPER ACCOUSTICAL SEAL OF
DOOR HARDWARE.
25CONTINUOUS VAPOR VARRIER - TYPICAL THIS ENTIRE ROOM BEHIND DRYWALL ON WALLS AND
CEILING.
26OUTLINE OF BASMENT BELOW. ALLOW FOR EXPASION AND CONTRACTION IN TERRAZZO ABOVE. - 2
DIVIDER STRIPS BACK TO BACK WITH CONTINUOUS SEALANT. COLOR TO BE SELECTED BY
ARCHITECT.
GENERAL FLOOR PLAN NOTES
AALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF METAL STUD OR
COLUMN CENTER LINES UNLESS NOTED OTHERWISE.
BDO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN ALL BULDING COMPONET LOCATIONS.
BRING ANY DISCREPACIES TO THE ARCHITECTS ATTENTION AT TIME OF LAYOUT.
CREFERENCE FINISH PLANS AND SCHEDULES FOR FINISHES. SEE ROOM FINISH PLANS FOR
INTERIOR ELEVATION REFERENCE ARROWS. REFERENCE FUTURE BID PACK AGE
DUSE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALLS IN TOILET, SHOWER, LOCKERS
CUSTODIAL CLOSETS WITH PLUMBING FIXTURES AND ALL WALLS WITH PLUMBING FIXTURES.
EALL CMU MORTAR JOINTS TO BE FULL DEPTH OF THE FACE SHELL UNLESS OTHERWISE
SPECIFIED.
FPROVIDE A CONTINUOUS VAPOR BARRIER UNDER ALL SLABS ON GRADE. REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
GREFERENCE STRUCTURAL DRAWINGS FOR CMU, MASONRY OR CONCRETE REINFORCING
REQUIREMENTS. TYPICAL.
HCOORDINATE BLOCKING REQUIREMENTS WITH INTERIOR ELEVATIONS, ROOM FINISH PLANS
AND OWNER REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. REFERENCE FUTURE BID
PACKAGE
IREFERENCE FUTURE BID PACKAGE DRAWINGS FOR PERMANENTLY MOUNTED FURNITURE,
FIXTURES AND EQUIPMENT. PROVIDE FIRE TREATED WOOD OR STEEL BLOCKING AND ANY
SUPPLEMENTAL FRAMING REQUIRED TO PROVIDE A SOLID, PERMANENT INSTALLATION.
JELEVATION 100’-0” = 847.00 USGS
KINSTALL FIRE SAFING AND FIRE –SEALANT AT ALL FLOOR, WALL AND CEILING PENITRATIONS IN
ELECTRICAL ROOMS, TCOMM ROOMS, IDF, MDF ELEVATOR MACHINE ROOM ENCLOSED FIRE
STAIRS AS WELL AS OTHER ALL OTHER AREAS SPECIFIED.
LALL WALLS SHALL EXTEND TO BOTTOM OF DECK UNLESS NOTED OTHERWISE.
MREFERENCE SHEET A002 FOR WALL TYPE DESCRIPTIONS. WALL TYPES ARE FOR GENERAL
REFERENCE. COORDINATE WITH FUTURE BID PACKAGE.
NWHERE MOUNTING HEIGHTS ARE NOTE INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT
INDUSTRY RECONIZED STANDARDS FOR THAT PARTICUAL APPLICATION AND REFER
QUESTIONALBE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DEC ISIONS. ALL
APPLICABLE ACCESSIBILITY GUIDELINES SHALL BE FOLLOWED.
OGENERAL CONTRACTOR TO PROVIDE AND COORDINATE SIZE AND LOCATION OF ALL
EQUIPMENT AND HOUSKEEPING PADS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.
REFERENCE FUTURE BID PACKAGES
PINSTALL CONTINUOUS VAPOR BARRIER ON INSIDE FACE OF ALL EXTERIOR WALL STUDS.
QWRAP BRICK/LIMESTONE IN CORNERS, JAMBS, AND HEAD CONDITIONS WHERE REQUIRED TO
ACCOMODATE OPENINGS.
RALL CONCEALED PLYWOOD SHEATHING SHALL BE FIRE TREATED (FRT). E XTERIOR SHEATHING
SHALL ALSO BE TREATED FOR MOISTURE.
SRIGID INSULATION SHALL BE INSTALLED AT BOTH SIDES OF THE FOUND ATION WALLS. EXTEND
RIGID INSULATION UNDER FLOOR SLAB A MININMUM OF 24" INTO INTERIOR OF BUILDING.
TCOORDINATE ALL CONSTRUCTION WITH FINISH PLANS ELEVATIONS AND DETAILS, ENALRGED
PLANS, ENLARGED FLOOR PATTERN DRAWINGS.
WINSTALL FIRE TREATED WOOD BLOCKING AT ALL LOCATIONS OF CABINET RY, WALL FINISHES,
ACCOUSTICAL, TREATMENTS, M.E.P, FP AND EQUIPMENT AS REQUIRED FOR PROPER MOUNTING
AND INSTALLATION OF ASSEMBLIES. COORDINATE LOCATION OF BLOCKING PRIOR TO
INSTALLATION OF FINISHED SURFACES.
XINSTALL 6X6 W1.4X1.4 WELDED WIRE FABRIC IN LOCATIONS WHERE BAT T INSULATION DOES
NOT HAVE A SUITABLE SUBSTRATE FOR ANCHORAGE. INSTALL WELDED WIRE FABRIC TO
METAL DECK AND STRUCTURAL STEEL FOR TIGHT STRUCTRUCALLY STABLE FIT. ALLOWANCE =
1000 SF
YREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS FOR
INFORMATION REGARDING FIRE RATED CONSTRUCTION.
#
3
UP
DN
UP
UPUP
FOUNTAIN/
SCULPTURE
A300
A300A30043
1
A300
2
A201A
1 SimAREA A
A201B
1 SimAREA B
A201C
1 SimAREA C
A201D
1 SimAREA D
BA
BB
BC
CA
CE
C7.9C5.1 C5.9C3.1
BD
B6
B3
B4
B5
B7
B4.3 B4.8
B1
B2
CD
CB
C6A3C5C4C3 C7 C8
DA
DF
DB
DB.8
DE
D4
A1.1 A4.9A1.9 A4.1
AD AH
A5A1
AE
AB AF
CJ
CH
CF
CG
C1
C2
C9
CC
D5
DC
D1 D2
DD
B1.6
A2 A4
AC AG
B2.4
B5.7
D3.5D3
BA.6
BC.4
C2.5 C8.5
AC.6 AG.6
AG.8
CG.9
AE.5
D4.3 D4.7
C7.5C3.5
DA.9
2.22
UNIT A UNIT B
UNIT C
UNIT D
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
3
:
3
3
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A201
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
OVERALL FIRST
FLOOR PLAN
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/16" = 1'-0"A201
1 FIRST FLOOR OVERALL PLAN
KEY PLAN
NO.DESCRIPTIONDATE
DN
CONFERENCE
A109
CONFERENCE
A107
OFFICE
A104
LUGGAGE/ BICYCLE
STORAGE
A102
PACKAGE PICK-UP/
DELIVERY
A114
MEN
A112
WOMEN
A113
VESTIBULE
A100
CLOSET
A103
ENTRY
A101
CORRIDOR
A105
CORRIDOR
A106
CORRIDOR
A108
CORRIDOR
A110
COURTYARD
A111
A301 8
A301
9 1
A510
2
A512
1
A500
5
A516 1
A516
2
A516
2
A500
2
A500
A211
4
A
1
0
0
A
1
0
1
A
A1
0
3
A1
0
2
A114A
A
1
1
4
B
A1
1
2
A
1
1
3
A
1
1
1
A
A
1
1
1
B
A
1
1
1
D
A
1
1
1
C
C108A
D110B
1
W13
W14
W17
W16
CW1
CW17
CW18
CW16
CW19
CW20
CW21
2
3
4
17
6
17
5
5
5
17
17
5
55
5
5
5
5
5
5
20
A303
4 A303
1
A303
5
A303
3
A303
2
S3A.DS3A.D
S3
A
.
D
S3A.D
S3A.DS3A.D
3
A518
A311
2
A321
2
2
A507
2
A507
6
A516
A311
2 Sim
1
A507
1
A507
2
A519
3
A500
3
A500
8
A516
A6258
A625
5
A108
A625
3
A625
6
A625
7
A625
4
BA
BB
BC
CE
C7.9
C5.1 C5.9
C3.1
BD
B1
A3
DA
DF
DB
DB.8
DE
A1.1 A4.9
A1.9 A4.1
AD
AH
A5A1
AE
AB AF
CJ
C9
D5
A2 A4
AC AG
BA.6
BC.4AC.6
AG.6
AE.5
1 1 "
1 5 ' - 0 "
1 9 ' - 0 "
1 ' - 0 "
1 ' - 8 "
TYP.
1
'
-
0
"
1
3
'
-
1
1
/
4
"
1' - 8"
1' - 0"
19' - 0"
15' - 0"
1' - 0"
S3C.DS3C.D
6 3/8"
16' - 3"
1' - 2 5/8"
A625
6 10"
9' - 11 3/8"
3'
-
3
"
7'
-
5
"
O.H.
A625
5
OPP.HD.
A625 8
OPP.HD.
31' - 5 1/4"
8' - 7 3/8"
1
4
'
-
3
3
/
4
"
5
5
/
8
"
1
'
-
0
"
5
'
-
0
"
5
'
-
2
3
/
8
"
9
'
-
1
0
1
/
4
"
1' - 10 1/2"
1' - 10 1/2"
11' - 2 7/8"
11' - 5"
4' - 5 5/8"
23' - 4"
4' - 5 5/8"
12' - 6 3/8"
10' - 1 1/2"
1' - 10 1/2"
3' - 7 5/8"
4 5/8"
7' - 7 3/4"
4 7/8"
12' - 4 1/4"10' - 9"18' - 0"
1' - 1 7/8"
33' - 7 5/8"
1' - 6 1/2"
1'
-
8
"
1'
-
8
"
C O R D W / V S -1 D O O R A S S E M B L Y3' - 8 1 /2 " +-
T
Y
P
.
D
I
V
I
D
E
E
V
E
N
L
Y
3
'
-
1
1
"
T Y P . D I V I D E E V E N L Y3' - 1 1 "
C O R D . W / V S -1 D O O R A S S E M B L Y3' - 8 1 /2 "
VS-1 SYSTEM THIS SIDE
SIMILAR TO OTHER
1 ' - 1 3 /8 "
5' - 1 1/8"
2' - 8 1/4"
13' - 1 1/4"
3 9 '-0 "+-
3 3 ' - 5 3 /4 " +-
1
'
-
1
3
/
8
"
3
1
'
-
5
1
/
4
"
A610
21
1
1
1
1
2
A611
A101C A101B
A621
7
1
A610
3 Sim
1
A6402
A640
3
A640
1
3
A651
4
A651
5
A651
A107 A109
A650
2 Sim
A640
5
DS3B.P.ADS3B.P.A
DS3B.P.A
DS3B.P.A
S3B.D.A
S6B.D.A
S3B.D.A
DS6B.ADS6B
C110 3
3 33
3
DS6B.D
3
A640
6
A640
7
LS6A.D.A
3
A650
2 Sim
A610
2 Sim
T Y P . D I V I D E E V E N L Y3' - 1 1 "
1' - 8"
1' - 0"
2 0 ' - 0 "
1
3
'
-
9
"
2
'
-
0
"
5 ' - 1 1 5 /8 "
1
'
-
8
7
/
8
"
1
0
'
-
4
"
80.00°
8
0
.
0
0
°
10' - 4"
1' - 8 7/8"
20' - 0"2' - 0"
A650
1 Sim
1 ' - 6 "
6 ' - 1 0 "
1 ' - 4 "
A654
1
A611
8 Sim
A650
6 Sim
A650
6 Sim
A650
5 Sim 2' - 1"
A652
6 Sim
A650
4
A650
4
Sim.
A650
3
A654
2
A654
3
A654
5
A654
4
1 1 "
4
'
-
0
"
.
3
'
-
4
"
F E C
F
E
C
F
E
C
24
S3E.D.2.A
S3E.D.2.A
A654
6 S6F.D
S6F.D
26
26262626
26
26 26
26
26
26
26
26
26
26
A654
13
A654
14
A654
11
A654
12A654
12 Sim
A654
12 Sim
A654
13 Sim
A654
14
2626
A108A108
8"
S3C.D
UNIT A
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
3
:
5
3
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A201A
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
FIRST FLOOR - AREA
A
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A201A
1 FIRST FLOOR - AREA A
CONSTRUCTION PLAN KEYNOTES
1LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN TO BE SELECTED BY
ARCHITECT.
2LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN AND SEALER AS
RECOMMENDED BY MANUFACTURE FOR EXTERIOR CONDITIONS
34” RAISED CONCRETE PLINTH WITH NEOPRENE ISOLATION PADS AND MET AL FLASHING.
4HEAVY GAUGE CONTINUOUS METAL PANEL ASSEMBLY WITH REVEALS. REFERENCE PLAN DETAILS
FOR ADDITIONAL INFORMATION.
5ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
6CUNIFORM INCISED VENEER LIMESTONE WALL CONSTRUCTION.
7ELEVATOR CAB ASSEMBLY - REFERENCE FUTURE BID PACKAGE.
8ELECTRICAL/ DATA AND SECURITY ROOM. INSTALL CHAIN LINK CAGE AROUND SECURITY SYSTEM
COMPLETE WITH GATE. CHAIN LINK CAGE SHALL EXTEND LENGTH OF ROOM RUNNING NORTH AND
SOUTH. PROVIDE FIRE TREATED PLYWOOD PANELS WITH FIRE TREATED 2X WOOD BLOCKING OVER
TOP OF GYPSUM ASSEMBLIES FOR BOTH WALLS FULL HEIGHT RUNNING NORTH SOUTH. COORDINATE
FINAL REQUIREMENTS WITH M.E.P. AND TECHNOLOGY ASSEMBLIES PRIOR TO FINAL INSTALLATION.
REFERENCE FUTURE BID PACKAGE.
9BUILT-IN HARDWOOD CUSTOM SLOPED BOOK SHELVING WITH INTEGRATED ROPE LIGHT AT EACH
BOOK ROW. CONTINUOUS 1 HOUR SHAFT WALL CONSTRUCTION SHALL BE INSTALLED BEHIND BUILT
IN ASSEMBLY. TYPICAL. FIRE STOP ALL PENETRATIONS BETWEEN BASEMENT AND 1ST LEVEL AT 1ST
LEVEL FLOOR SLAB. REFERENCE FUTURE BID PACKAGE.
10OUTLINE OF CONTINUOUS HARDWOOD ANGLED LEDGE WITH BUILT IN UNIT HEATER, SLOT INTAKE AND
TELESCOPING LIGHTING DEVICE. REFERENCE FUTURE BID PACKAGE.
11ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
12STRUCTURAL GLASS RAILING SYSTEM . REFERENCE SPECIFICATIONS AND DETAIL 4/A538 FOR
ADDITIONAL INFORMATION.
13PAINTED METAL ROOF LADDER AND ASSOCIATED ROOF HATCH AND CURB.
14BASEMENT DEWATERING AND PERIMETER FOUNDATION DRAIN SYSTEM. E XTEND DE-WATERING
SYSTEM TO SUMP PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE
CIVIL AND MEP DRAWINGS.
15CONTINUOUS UNDER SLAB DEWATERING SYSTEM. EXTEND DE-WATER SYSTEM TO SUMP PUMP
ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE MEP DRAWINGS.
16ELEVATOR PIT DEWATERING AND SUMP PUMP ASSEMBLIES. EXTEND DE-WATERING SYSTEM TO SUMP
PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. INSTALL PERIMETER WATER
RESISTANT MATERIAL ON OUTSIDE WALLS OF ELEVATOR PIT FOUNDATION WALLS. REFERENCE MEP
DRAWINGS.
17RECESSED CONCRETE SLAB ASSEMBLY FOR TERRAZZO FLOOR CONSTRUCTION. ISOLATE CONCRETE
SLAB CONSTRUCTION FROM ADJACENT CONSTRUCTION AS REQUIRED. COORDINATE LOCATION OF
CONSTRUCTION JOINTS AND CRACK ISOLATION JOINTS WITH TERRAZZO JOINT PATTERN. REFERENCE
FUTURE BID PACKAGE.
18RECESSED CONCRETE SLAB AS REQUIRED FOR SHOWER ASSEMBLY. PROVIDE WATER RESISTANT
ISOLATION MEMBRANE. REFERENCE FUTURE BID PACKAGE.
19CONCRETE HOUSEKEEPING PADS AND CURBS WITH ASSOCIATED ACOUSTIC ISOLATION MECHANISMS.
20PAINTED STEEL LADDER AND MECHANICAL SERVICE PLATFORM ABOVE CEILING.
21CAST IN PLACE COLOR INTEGRATED CONCRETE RETAINING WALL WITH C AP.
22HOT DIPPED GALVANIZED METAL GRATE OVER AREAWAY. PROVIDE GRATE OPENING AND LADDER.
LADDER TO MEET OSHA REQUIREMENTS.
23CONCRETE SLAB CONSTRUCTION WITH HOUSEKEEPING PADS . COORDINATE WITH MEP AND
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
24EXTEND TERRAZZO FLOOR FINISH TO INSIDE FACE OF DOOR FOR PROPER ACCOUSTICAL SEAL OF
DOOR HARDWARE.
25CONTINUOUS VAPOR VARRIER - TYPICAL THIS ENTIRE ROOM BEHIND DRYWALL ON WALLS AND
CEILING.
26OUTLINE OF BASMENT BELOW. ALLOW FOR EXPASION AND CONTRACTION IN TERRAZZO ABOVE. - 2
DIVIDER STRIPS BACK TO BACK WITH CONTINUOUS SEALANT. COLOR TO BE SELECTED BY
ARCHITECT.
#
GENERAL FLOOR PLAN NOTES
AALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF METAL STUD OR
COLUMN CENTER LINES UNLESS NOTED OTHERWISE.
BDO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN ALL BULDING COMPONET LOCATIONS.
BRING ANY DISCREPACIES TO THE ARCHITECTS ATTENTION AT TIME OF LAYOUT.
CREFERENCE FINISH PLANS AND SCHEDULES FOR FINISHES. SEE ROOM FINISH PLANS FOR
INTERIOR ELEVATION REFERENCE ARROWS. REFERENCE FUTURE BID PACKAGE
DUSE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALLS IN TOILET, SHOWER, LOCKERS
CUSTODIAL CLOSETS WITH PLUMBING FIXTURES AND ALL WALLS WITH PLUMBING FIXTURES.
EALL CMU MORTAR JOINTS TO BE FULL DEPTH OF THE FACE SHELL UNLESS OTHERWISE
SPECIFIED.
FPROVIDE A CONTINUOUS VAPOR BARRIER UNDER ALL SLABS ON GRADE. REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
GREFERENCE STRUCTURAL DRAWINGS FOR CMU, MASONRY OR CONCRETE REINFORCING
REQUIREMENTS. TYPICAL.
HCOORDINATE BLOCKING REQUIREMENTS WITH INTERIOR ELEVATIONS, ROOM FINISH PLANS
AND OWNER REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. REFERENCE FUTURE BID
PACKAGE
IREFERENCE FUTURE BID PACKAGE DRAWINGS FOR PERMANENTLY MOUNTED FURNITURE,
FIXTURES AND EQUIPMENT. PROVIDE FIRE TREATED WOOD OR STEEL BLO CKING AND ANY
SUPPLEMENTAL FRAMING REQUIRED TO PROVIDE A SOLID, PERMANENT INSTALLATION.
JELEVATION 100’-0” = 847.00 USGS
KINSTALL FIRE SAFING AND FIRE –SEALANT AT ALL FLOOR, WALL AND CEILING PENITRATIONS IN
ELECTRICAL ROOMS, TCOMM ROOMS, IDF, MDF ELEVATOR MACHINE ROOM ENCLOSED FIRE
STAIRS AS WELL AS OTHER ALL OTHER AREAS SPECIFIED.
LALL WALLS SHALL EXTEND TO BOTTOM OF DECK UNLESS NOTED OTHERWISE.
MREFERENCE SHEET A002 FOR WALL TYPE DESCRIPTIONS. WALL TYPES ARE FOR GENERAL
REFERENCE. COORDINATE WITH FUTURE BID PACKAGE.
NWHERE MOUNTING HEIGHTS ARE NOTE INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT
INDUSTRY RECONIZED STANDARDS FOR THAT PARTICUAL APPLICATION AND REFER
QUESTIONALBE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DEC ISIONS. ALL
APPLICABLE ACCESSIBILITY GUIDELINES SHALL BE FOLLOWED.
OGENERAL CONTRACTOR TO PROVIDE AND COORDINATE SIZE AND LOCATION OF ALL
EQUIPMENT AND HOUSKEEPING PADS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.
REFERENCE FUTURE BID PACKAGES
PINSTALL CONTINUOUS VAPOR BARRIER ON INSIDE FACE OF ALL EXTERIOR WALL STUDS.
QWRAP BRICK/LIMESTONE IN CORNERS, JAMBS, AND HEAD CONDITIONS WHERE REQUIRED TO
ACCOMODATE OPENINGS.
RALL CONCEALED PLYWOOD SHEATHING SHALL BE FIRE TREATED (FRT). E XTERIOR SHEATHING
SHALL ALSO BE TREATED FOR MOISTURE.
SRIGID INSULATION SHALL BE INSTALLED AT BOTH SIDES OF THE FOUND ATION WALLS. EXTEND
RIGID INSULATION UNDER FLOOR SLAB A MININMUM OF 24" INTO INTERIOR OF BUILDING.
TCOORDINATE ALL CONSTRUCTION WITH FINISH PLANS ELEVATIONS AND DETAILS, ENALRGED
PLANS, ENLARGED FLOOR PATTERN DRAWINGS.
WINSTALL FIRE TREATED WOOD BLOCKING AT ALL LOCATIONS OF CABINET RY, WALL FINISHES,
ACCOUSTICAL, TREATMENTS, M.E.P, FP AND EQUIPMENT AS REQUIRED FOR PROPER MOUNTING
AND INSTALLATION OF ASSEMBLIES. COORDINATE LOCATION OF BLOCKING PRIOR TO
INSTALLATION OF FINISHED SURFACES.
XINSTALL 6X6 W1.4X1.4 WELDED WIRE FABRIC IN LOCATIONS WHERE BATT INSULATION DOES
NOT HAVE A SUITABLE SUBSTRATE FOR ANCHORAGE. INSTALL WELDED WIRE FABRIC TO
METAL DECK AND STRUCTURAL STEEL FOR TIGHT STRUCTRUCALLY STABLE FIT. ALLOWANCE =
1000 SF
YREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS FOR
INFORMATION REGARDING FIRE RATED CONSTRUCTION.
KEY PLAN
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
3Bid Package #309/16/2015
3
OFFICE
B130
OFFICE
B122
OFFICE
B107
OFFICE
B123
OFFICE
B125
OFFICE
B126
OFFICE
B104 OFFICE
B105
OFFICE
B106
ELEVATOR MACHINE
B132
MECHANICAL
B134
OFFICE
B108
OFFICE
B120
CONFERENCE
B119
LOUNGE
B113
ELECT
B115
FUTURE AST.
B117
FILE ROOM
B116
COPY COLLATE
B114
OFFICE
B127
OFFICE
B128
OFFICE
B129
OFFICE
B131
OFFICE
B103
OFFICE
B101
OFFICE
B100
OFFICE
B102
MEN
B111
WOMEN
B110
CORRIDOR
B112
CORRIDOR
B109
CORRIDOR
B121
STAIR
B124
MAIN STAIR
B133
2
A510
3
A510 4
A510
1
A511
4
A511
3
A511
1
A512
3
A504
3
A504
1
A504
1
A504
A210
2
A210
1
A211
5
B
1
0
0
B110
B111
B1
0
1
B1
0
2
B1
0
3
B
1
0
4
B1
0
5
B
1
0
6
B
1
0
7
B
1
0
8
B1
1
6
B1
2
2
B
1
2
3
B1
2
4
B
1
2
5
B1
2
6
B
1
2
7
B1
2
8
B1
2
9
B
1
3
0
B
1
3
1
B
1
3
4
B1
3
2
B120
B119
B115
B113
B109A
B121
2
A517
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W2
W1
W1
W1
W1
W17
W16
CW5
CW14
CW15
A311
4
7
8
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3
B
.
D
.
A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S6B.D.A
S6B.D.A
S3B.D.A
S3A.D
S3A.D
S3A
S3A
S3A.DS3A.D
S3A.D
S3A.D
S3A.DS3A.D
S3A.D
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.AS3C.D.A
S6E.D.A
S3A.D
S3E.D.2.A
A312
1
2
A504
2
A504
1
A505
1
A505
2
A505
2
A505
B109B
A108
A625
4
BA
BB
BC
BD
B6
B3
B4
B5
B7
B4.3 B4.8
B1
B2B1.6
B2.4
B5.7
BA.6
BC.4
130' - 8"
1' - 10 1/2"
4' - 0"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"
1' - 10 1/2"
11' - 2 7/8"
11' - 5"
4' - 5 5/8"
23' - 4"
4' - 5 5/8"
12' - 6 3/8"
10' - 1 1/2"
1' - 10 1/2"
81' - 4"
18' - 0"
5' - 4"
34' - 8"
5' - 4"
18' - 0"
6' - 4"
5' - 4"
6' - 4"
5' - 4"
5' - 4"
4' - 0"
5' - 4"
4' - 0"
5' - 4"
5' - 4"
6' - 4"
5' - 4"
6' - 4"
1' - 10 1/2"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
1' - 10 1/2"
130' - 8"
4' - 0"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"
2' - 8 1/4"
10' - 7 1/2"7' - 4 1/4"5' - 4"7' - 4"5' - 4"6' - 8"
2' - 1 1/2"
1' - 10 1/2"
7' - 8"
7' - 8"
7' - 5 7/8"
1' - 10 1/2"
17' - 2"
5' - 4"
4 7/8"
8' - 8 1/2"
1' - 2 1/2"
19' - 4 3/8"4 7/8"
10' - 0"
4 7/8"
20' - 11 1/4"
9' - 2 1/2"5' - 6 1/2"
18' - 2 3/4"
6' - 3 7/8"
CORRIDOR
B118
B
1
1
6
B
B
1
1
4
B
B
1
1
4
S3C.PS3C.P
S3C.DS3C.D
S3C.DS3C.D S3A.D 3
S3C.D
S3C
S3C.D
S3C.D
S3C.D
S3C.D
S3A.D
S3C.P
S3C.P
S3C
S3C.D
S3C.D
S3C.D
3
3
3
S3A.D
S6E.D.A
3
12' - 4"4 7/8"
12' - 4"4 7/8"
12' - 4"4 7/8"
12' - 4"4 7/8"
12' - 4"4 7/8"
12' - 4"4 7/8"
12' - 4"4 7/8"
12' - 4"4 7/8"
4 7/8"
13' - 0 5/8"7 1/4"
8' - 8 1/4"
7 1/4"12' - 0 7/8"
4 7/8"12' - 4"
4 7/8"
12' - 4"4 7/8"
12' - 0"
4 7/8"12' - 0"
4 7/8"12' - 0"
4 7/8"12' - 0"
7' - 4"
4 7/8"
15' - 7"
7' - 4"
4 7/8"
15' - 7"
9' - 9 1/8"
9' - 5 1/8"
9 5/8"
8' - 11 1/8"
9 5/8"
8' - 11 1/8"
9' - 1 3/8"
7 1/4"
8' - 11 1/8"
9 5/8"
9 5/8"
8' - 11 1/8"
2' - 7 1/4"
6' - 10"
9 1/4"
10' - 0"5' - 4"5' - 0 1/2"4' - 0"
1' - 1 1/2"
10 1/2"
4' - 0"
9 3/4"
10' - 0"
5' - 4"5' - 0 1/2"4' - 0"
1' - 1 1/2"10 1/2"
4' - 0"
10' - 6"
1' - 10"
7' - 4"
7' - 4"
A611
8 Sim
A653
2
A653
2
A653
2
A653
2
A653
1
A653
3
A653
12
A653
6
A653
13
A653
14
A653
16 Sim
A653
15
A653
14
Sim
A653
13
Sim
A653
12
Sim
A653
6
Sim
A653
5
A653
5
A653
4
A653
3
Sim
A653
11
A653
10
A653
9
A653
8
A653
7
A654
1
A611
8 Sim
Sim.
FE
FEC
S3E.D.2
S3E.D.2.A
S3E.D.2.A
26
A108A108
UNIT B
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
4
:
0
8
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A201B
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
FIRST FLOOR - AREA
B
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A201B
1 FIRST FLOOR - AREA B
CONSTRUCTION PLAN KEYNOTES
1LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN TO BE SELECTED BY
ARCHITECT.
2LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN AND SEALER AS
RECOMMENDED BY MANUFACTURE FOR EXTERIOR CONDITIONS
34” RAISED CONCRETE PLINTH WITH NEOPRENE ISOLATION PADS AND MET AL FLASHING.
4HEAVY GAUGE CONTINUOUS METAL PANEL ASSEMBLY WITH REVEALS. REFERENCE PLAN DETAILS
FOR ADDITIONAL INFORMATION.
5ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
6CUNIFORM INCISED VENEER LIMESTONE WALL CONSTRUCTION.
7ELEVATOR CAB ASSEMBLY - REFERENCE FUTURE BID PACKAGE.
8ELECTRICAL/ DATA AND SECURITY ROOM. INSTALL CHAIN LINK CAGE AROUND SECURITY SYSTEM
COMPLETE WITH GATE. CHAIN LINK CAGE SHALL EXTEND LENGTH OF ROOM RUNNING NORTH AND
SOUTH. PROVIDE FIRE TREATED PLYWOOD PANELS WITH FIRE TREATED 2X WOOD BLOCKING OVER
TOP OF GYPSUM ASSEMBLIES FOR BOTH WALLS FULL HEIGHT RUNNING NORTH SOUTH. COORDINATE
FINAL REQUIREMENTS WITH M.E.P. AND TECHNOLOGY ASSEMBLIES PRIOR TO FINAL INSTALLATION.
REFERENCE FUTURE BID PACKAGE.
9BUILT-IN HARDWOOD CUSTOM SLOPED BOOK SHELVING WITH INTEGRATED ROPE LIGHT AT EACH
BOOK ROW. CONTINUOUS 1 HOUR SHAFT WALL CONSTRUCTION SHALL BE INSTALLED BEHIND BUILT
IN ASSEMBLY. TYPICAL. FIRE STOP ALL PENETRATIONS BETWEEN BASEMENT AND 1ST LEVEL AT 1ST
LEVEL FLOOR SLAB. REFERENCE FUTURE BID PACKAGE.
10OUTLINE OF CONTINUOUS HARDWOOD ANGLED LEDGE WITH BUILT IN UNIT HEATER, SLOT INTAKE AND
TELESCOPING LIGHTING DEVICE. REFERENCE FUTURE BID PACKAGE.
11ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
12STRUCTURAL GLASS RAILING SYSTEM . REFERENCE SPECIFICATIONS AND DETAIL 4/A538 FOR
ADDITIONAL INFORMATION.
13PAINTED METAL ROOF LADDER AND ASSOCIATED ROOF HATCH AND CURB.
14BASEMENT DEWATERING AND PERIMETER FOUNDATION DRAIN SYSTEM. E XTEND DE-WATERING
SYSTEM TO SUMP PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE
CIVIL AND MEP DRAWINGS.
15CONTINUOUS UNDER SLAB DEWATERING SYSTEM. EXTEND DE-WATER SYSTEM TO SUMP PUMP
ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE MEP DRAWINGS.
16ELEVATOR PIT DEWATERING AND SUMP PUMP ASSEMBLIES. EXTEND DE-WATERING SYSTEM TO SUMP
PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. INSTALL PERIMETER WATER
RESISTANT MATERIAL ON OUTSIDE WALLS OF ELEVATOR PIT FOUNDATION WALLS. REFERENCE MEP
DRAWINGS.
17RECESSED CONCRETE SLAB ASSEMBLY FOR TERRAZZO FLOOR CONSTRUCTION. ISOLATE CONCRETE
SLAB CONSTRUCTION FROM ADJACENT CONSTRUCTION AS REQUIRED. COORDINATE LOCATION OF
CONSTRUCTION JOINTS AND CRACK ISOLATION JOINTS WITH TERRAZZO JOINT PATTERN. REFERENCE
FUTURE BID PACKAGE.
18RECESSED CONCRETE SLAB AS REQUIRED FOR SHOWER ASSEMBLY. PROVIDE WATER RESISTANT
ISOLATION MEMBRANE. REFERENCE FUTURE BID PACKAGE.
19CONCRETE HOUSEKEEPING PADS AND CURBS WITH ASSOCIATED ACOUSTIC ISOLATION MECHANISMS.
20PAINTED STEEL LADDER AND MECHANICAL SERVICE PLATFORM ABOVE CEILING.
21CAST IN PLACE COLOR INTEGRATED CONCRETE RETAINING WALL WITH C AP.
22HOT DIPPED GALVANIZED METAL GRATE OVER AREAWAY. PROVIDE GRATE OPENING AND LADDER.
LADDER TO MEET OSHA REQUIREMENTS.
23CONCRETE SLAB CONSTRUCTION WITH HOUSEKEEPING PADS . COORDINATE WITH MEP AND
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
24EXTEND TERRAZZO FLOOR FINISH TO INSIDE FACE OF DOOR FOR PROPER ACCOUSTICAL SEAL OF
DOOR HARDWARE.
25CONTINUOUS VAPOR VARRIER - TYPICAL THIS ENTIRE ROOM BEHIND DRYWALL ON WALLS AND
CEILING.
26OUTLINE OF BASMENT BELOW. ALLOW FOR EXPASION AND CONTRACTION IN TERRAZZO ABOVE. - 2
DIVIDER STRIPS BACK TO BACK WITH CONTINUOUS SEALANT. COLOR TO BE SELECTED BY
ARCHITECT.
#
GENERAL FLOOR PLAN NOTES
AALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF METAL STUD OR
COLUMN CENTER LINES UNLESS NOTED OTHERWISE.
BDO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN ALL BULDING COMPONET LOCATIONS.
BRING ANY DISCREPACIES TO THE ARCHITECTS ATTENTION AT TIME OF LAYOUT.
CREFERENCE FINISH PLANS AND SCHEDULES FOR FINISHES. SEE ROOM FINISH PLANS FOR
INTERIOR ELEVATION REFERENCE ARROWS. REFERENCE FUTURE BID PACKAGE
DUSE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALLS IN TOILET, SHOWER, LOCKERS
CUSTODIAL CLOSETS WITH PLUMBING FIXTURES AND ALL WALLS WITH PLUMBING FIXTURES.
EALL CMU MORTAR JOINTS TO BE FULL DEPTH OF THE FACE SHELL UNLESS OTHERWISE
SPECIFIED.
FPROVIDE A CONTINUOUS VAPOR BARRIER UNDER ALL SLABS ON GRADE. REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
GREFERENCE STRUCTURAL DRAWINGS FOR CMU, MASONRY OR CONCRETE REINFORCING
REQUIREMENTS. TYPICAL.
HCOORDINATE BLOCKING REQUIREMENTS WITH INTERIOR ELEVATIONS, ROOM FINISH PLANS
AND OWNER REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. REFERENCE FUTURE BID
PACKAGE
IREFERENCE FUTURE BID PACKAGE DRAWINGS FOR PERMANENTLY MOUNTED FURNITURE,
FIXTURES AND EQUIPMENT. PROVIDE FIRE TREATED WOOD OR STEEL BLO CKING AND ANY
SUPPLEMENTAL FRAMING REQUIRED TO PROVIDE A SOLID, PERMANENT INSTALLATION.
JELEVATION 100’-0” = 847.00 USGS
KINSTALL FIRE SAFING AND FIRE –SEALANT AT ALL FLOOR, WALL AND CEILING PENITRATIONS IN
ELECTRICAL ROOMS, TCOMM ROOMS, IDF, MDF ELEVATOR MACHINE ROOM ENCLOSED FIRE
STAIRS AS WELL AS OTHER ALL OTHER AREAS SPECIFIED.
LALL WALLS SHALL EXTEND TO BOTTOM OF DECK UNLESS NOTED OTHERWISE.
MREFERENCE SHEET A002 FOR WALL TYPE DESCRIPTIONS. WALL TYPES ARE FOR GENERAL
REFERENCE. COORDINATE WITH FUTURE BID PACKAGE.
NWHERE MOUNTING HEIGHTS ARE NOTE INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT
INDUSTRY RECONIZED STANDARDS FOR THAT PARTICUAL APPLICATION AND REFER
QUESTIONALBE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DEC ISIONS. ALL
APPLICABLE ACCESSIBILITY GUIDELINES SHALL BE FOLLOWED.
OGENERAL CONTRACTOR TO PROVIDE AND COORDINATE SIZE AND LOCATION OF ALL
EQUIPMENT AND HOUSKEEPING PADS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.
REFERENCE FUTURE BID PACKAGES
PINSTALL CONTINUOUS VAPOR BARRIER ON INSIDE FACE OF ALL EXTERIOR WALL STUDS.
QWRAP BRICK/LIMESTONE IN CORNERS, JAMBS, AND HEAD CONDITIONS WHERE REQUIRED TO
ACCOMODATE OPENINGS.
RALL CONCEALED PLYWOOD SHEATHING SHALL BE FIRE TREATED (FRT). E XTERIOR SHEATHING
SHALL ALSO BE TREATED FOR MOISTURE.
SRIGID INSULATION SHALL BE INSTALLED AT BOTH SIDES OF THE FOUND ATION WALLS. EXTEND
RIGID INSULATION UNDER FLOOR SLAB A MININMUM OF 24" INTO INTERIOR OF BUILDING.
TCOORDINATE ALL CONSTRUCTION WITH FINISH PLANS ELEVATIONS AND DETAILS, ENALRGED
PLANS, ENLARGED FLOOR PATTERN DRAWINGS.
WINSTALL FIRE TREATED WOOD BLOCKING AT ALL LOCATIONS OF CABINET RY, WALL FINISHES,
ACCOUSTICAL, TREATMENTS, M.E.P, FP AND EQUIPMENT AS REQUIRED FOR PROPER MOUNTING
AND INSTALLATION OF ASSEMBLIES. COORDINATE LOCATION OF BLOCKING PRIOR TO
INSTALLATION OF FINISHED SURFACES.
XINSTALL 6X6 W1.4X1.4 WELDED WIRE FABRIC IN LOCATIONS WHERE BATT INSULATION DOES
NOT HAVE A SUITABLE SUBSTRATE FOR ANCHORAGE. INSTALL WELDED WIRE FABRIC TO
METAL DECK AND STRUCTURAL STEEL FOR TIGHT STRUCTRUCALLY STABLE FIT. ALLOWANCE =
1000 SF
YREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS FOR
INFORMATION REGARDING FIRE RATED CONSTRUCTION.
KEY PLAN
NO.DESCRIPTIONDATE
3Bid Package #309/16/2015
3
DN
UPUP
UPUP
OFFICE
C111
CONFERENCE
A107
ASSISTANT
C110
CONFERENCE
C107
OFFICE
C108
A301
6
A3021
A302 3
A302
7
A302 5
CORRIDOR
A108
REFERENCE LIBRARY
C100
COPY/ COLLATE
C103 LIBRARIAN
C104
PASSAGE
C105 REFERENCE LIBRARY
ARCHIVE
C106
STAIR
C101
STAIR
C102
UNISEX RESTROOM
C113
COPY
C112
A301
7
3
A512
4
A512
1
A513
2
A513
3
A513
2
A501
2
A501
3
A516
2
A514
1
A501
1
A501
A210
7
A210
10
A210
4
A211
1
C
1
0
6
C
1
0
7
C102
C
1
0
8
B
C108A
C103
C1
0
9
C113
C112
C110
D110B
W10
W18
W19
W20
CW2
CW3
CW4
CW6
CW23
CW22
CW24
CW7
CW8
CW9
CW10
CW11
CW12
21
2121
21
11
11
10
10
10
9
1
7
22
22
11
11
11
5
13
S6B.D.1.AS6B.D.1.A
LS6B.D.1.A
S6B.D.1.A
S6C.D
S3C.D
S3A.DS4Y.D.2.A
S4Y.D.2.A
S6C.D S3C.D
S6F.D
S6C.D
S6F.DS6F.DS6F.D
1
A519
4
A513
A310
2
A310
3
4
A518
A620
A314
10
A314
13A314
2
1
A520
4
A519
A552
1
3
A520
1
A502
1
A502
A620
1
A6204 A620 3
A621
1
2
A6209
A621
6
A610
20
TYP.
112' - 0"
3' - 6"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"5' - 10"3' - 6"
S6B.D.1.A
LS6B.D.1.A
S4Y.2.A
BA
CA
CE
C7.9C5.1 C5.9C3.1 B1
CD
CB
C6A3C5C4C3 C7 C8
DA
D4
CJ
CH
CF
CG
C1
C2
C9
CC
D5
C2.5 C8.5
AG.8
CG.9
D4.3
D4.7
C7.5C3.5
1' - 10 1/2"
1' - 6 5/8"1' - 6 5/8"
41
'
-
1
1
3
/
8
"
9 1/4"
1'
-
6
5
/
8
"
9
1
/
4
"
1'
-
6
5
/
8
"
13
'
-
1
1
1
/
4
"
3'
-
6
"
5'
-
1
0
"
5'
-
1
0
"
5'
-
1
0
"
5'
-
1
0
"
7' - 6"
1' - 6 3/8"
12' - 0 5/8"
1' - 5"1' - 5"
6' - 1"
1'
-
1
0
3
/
4
"
1'
-
1
0
3
/
4
"
6' - 1"
1' - 5"1' - 5"
12' - 2"
1' - 5"1' - 5"
6' - 1"
1' - 1 1/4"1' - 1 1/4"1' - 1 1/4"1' - 1 1/4"
8"
8"
8"
8"
1' - 6 5/8"
15' - 3 3/8"
16' - 10"16' - 10"
15' - 3 3/8"
1' - 6 5/8"
5'
-
2
7
/
8
"
7'
-
7
1
/
8
"
5'
-
2
7
/
8
"
7'
-
7
"
3' - 7 5/8"
4 5/8"
7' - 7 3/4"
4 7/8"
12' - 4 1/4"10' - 9"18' - 0"
1' - 1 7/8"
33' - 7 5/8"
1' - 6 1/2"
1'
-
0
5
/
8
"
1'
-
0
3
/
4
"
10' - 10"10 1/4"10' - 3 1/8"11' - 0"
3
1
/
2
"
1'
-
7
3
/
8
"
1'
-
8
"
3'
-
6
"
5'
-
1
0
"
5'
-
1
0
"
5'
-
1
0
"
5'
-
1
0
"
1'
-
6
5
/
8
"
9
1
/
4
"
1'
-
8
"
S4Y.2.A S4Y.2.A S4Y.2.A S4Y.2.AS4Y.2.A
S4Y.2.A S4Y.2.A
CHASE
CHASE CHASE CHASE CHASE CHASE CHASE
CHASE
11111
S3C.D
S3C.D
A314
2 Sim
1
A621
7
1
9 1/4"
A315
1 Sim
A315
1 Sim
1 1
1
A6402
A640
3
A640
1
3
A651
4
A651
A651 7
A107 A109
A640
4
A640
5
2.22
DS3B.P.ADS3B.P.A
DS3B.P.A
DS3B.P.A
S3B.D.A
S6B.D.A
S3B.D.A
DS6B.ADS6B
C110 3
3 33
3
DS6B.D
3
A640
6
2 0 ' - 0 "
1
3
'
-
9
"
2
'
-
0
"
5 ' - 1 1 5 /8 "
1
'
-
8
7
/
8
"
1
0
'
-
4
"
8 0.00°
8
0
.
0
0
°
10' - 4"
1' - 8 7/8"
20' - 0"2' - 0"
A650
8
A650
6 Sim A650
6 Sim
A650
5 Sim
A650
9
A650
10
A650
11
A652
3 Sim
2' - 1"
4 8 ' - 8 "
1 1 "
1 8 ' - 8 "
1 1 ' - 4 "
2
'
-
0
"
4
'
-
0
"
.
3
'
-
4
"
FEC
F
E
C
24 A654
6
25
S6F.D
S6F.D 3
3 3 3
26
26262626
26
A652
6 Sim
A652
3 Sim
A652
3 Sim
A652
3 Sim
A652
6 Sim
A652
6 Sim
A654
13
A654
14
A654
11
A654
12A654
12 Sim
A654
12 Sim
A654
13 Sim
A654
14
CONFERENCE
A109
A108
S3H.D
3
A108
8"
S3C.D
UNIT C
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
4
:
2
5
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A201C
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
FIRST FLOOR - AREA
C
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A201C
1 FIRST FLOOR - AREA C
CONSTRUCTION PLAN KEYNOTES
1LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN TO BE SELECTED BY
ARCHITECT.
2LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN AND SEALER AS
RECOMMENDED BY MANUFACTURE FOR EXTERIOR CONDITIONS
34” RAISED CONCRETE PLINTH WITH NEOPRENE ISOLATION PADS AND MET AL FLASHING.
4HEAVY GAUGE CONTINUOUS METAL PANEL ASSEMBLY WITH REVEALS. REFERENCE PLAN DETAILS
FOR ADDITIONAL INFORMATION.
5ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
6CUNIFORM INCISED VENEER LIMESTONE WALL CONSTRUCTION.
7ELEVATOR CAB ASSEMBLY - REFERENCE FUTURE BID PACKAGE.
8ELECTRICAL/ DATA AND SECURITY ROOM. INSTALL CHAIN LINK CAGE AROUND SECURITY SYSTEM
COMPLETE WITH GATE. CHAIN LINK CAGE SHALL EXTEND LENGTH OF ROOM RUNNING NORTH AND
SOUTH. PROVIDE FIRE TREATED PLYWOOD PANELS WITH FIRE TREATED 2X WOOD BLOCKING OVER
TOP OF GYPSUM ASSEMBLIES FOR BOTH WALLS FULL HEIGHT RUNNING NORTH SOUTH. COORDINATE
FINAL REQUIREMENTS WITH M.E.P. AND TECHNOLOGY ASSEMBLIES PRIOR TO FINAL INSTALLATION.
REFERENCE FUTURE BID PACKAGE.
9BUILT-IN HARDWOOD CUSTOM SLOPED BOOK SHELVING WITH INTEGRATED ROPE LIGHT AT EACH
BOOK ROW. CONTINUOUS 1 HOUR SHAFT WALL CONSTRUCTION SHALL BE INSTALLED BEHIND BUILT
IN ASSEMBLY. TYPICAL. FIRE STOP ALL PENETRATIONS BETWEEN BASEMENT AND 1ST LEVEL AT 1ST
LEVEL FLOOR SLAB. REFERENCE FUTURE BID PACKAGE.
10OUTLINE OF CONTINUOUS HARDWOOD ANGLED LEDGE WITH BUILT IN UNIT HEATER, SLOT INTAKE AND
TELESCOPING LIGHTING DEVICE. REFERENCE FUTURE BID PACKAGE.
11ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
12STRUCTURAL GLASS RAILING SYSTEM . REFERENCE SPECIFICATIONS AND DETAIL 4/A538 FOR
ADDITIONAL INFORMATION.
13PAINTED METAL ROOF LADDER AND ASSOCIATED ROOF HATCH AND CURB.
14BASEMENT DEWATERING AND PERIMETER FOUNDATION DRAIN SYSTEM. E XTEND DE-WATERING
SYSTEM TO SUMP PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE
CIVIL AND MEP DRAWINGS.
15CONTINUOUS UNDER SLAB DEWATERING SYSTEM. EXTEND DE-WATER SYSTEM TO SUMP PUMP
ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE MEP DRAWINGS.
16ELEVATOR PIT DEWATERING AND SUMP PUMP ASSEMBLIES. EXTEND DE-WATERING SYSTEM TO SUMP
PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. INSTALL PERIMETER WATER
RESISTANT MATERIAL ON OUTSIDE WALLS OF ELEVATOR PIT FOUNDATION WALLS. REFERENCE MEP
DRAWINGS.
17RECESSED CONCRETE SLAB ASSEMBLY FOR TERRAZZO FLOOR CONSTRUCTION. ISOLATE CONCRETE
SLAB CONSTRUCTION FROM ADJACENT CONSTRUCTION AS REQUIRED. COORDINATE LOCATION OF
CONSTRUCTION JOINTS AND CRACK ISOLATION JOINTS WITH TERRAZZO JOINT PATTERN. REFERENCE
FUTURE BID PACKAGE.
18RECESSED CONCRETE SLAB AS REQUIRED FOR SHOWER ASSEMBLY. PROVIDE WATER RESISTANT
ISOLATION MEMBRANE. REFERENCE FUTURE BID PACKAGE.
19CONCRETE HOUSEKEEPING PADS AND CURBS WITH ASSOCIATED ACOUSTIC ISOLATION MECHANISMS.
20PAINTED STEEL LADDER AND MECHANICAL SERVICE PLATFORM ABOVE CEILING.
21CAST IN PLACE COLOR INTEGRATED CONCRETE RETAINING WALL WITH C AP.
22HOT DIPPED GALVANIZED METAL GRATE OVER AREAWAY. PROVIDE GRATE OPENING AND LADDER.
LADDER TO MEET OSHA REQUIREMENTS.
23CONCRETE SLAB CONSTRUCTION WITH HOUSEKEEPING PADS . COORDINATE WITH MEP AND
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
24EXTEND TERRAZZO FLOOR FINISH TO INSIDE FACE OF DOOR FOR PROPER ACCOUSTICAL SEAL OF
DOOR HARDWARE.
25CONTINUOUS VAPOR VARRIER - TYPICAL THIS ENTIRE ROOM BEHIND DRYWALL ON WALLS AND
CEILING.
26OUTLINE OF BASMENT BELOW. ALLOW FOR EXPASION AND CONTRACTION IN TERRAZZO ABOVE. - 2
DIVIDER STRIPS BACK TO BACK WITH CONTINUOUS SEALANT. COLOR TO BE SELECTED BY
ARCHITECT.
#
GENERAL FLOOR PLAN NOTES
AALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF METAL STUD OR
COLUMN CENTER LINES UNLESS NOTED OTHERWISE.
BDO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN ALL BULDING COMPONET LOCATIONS.
BRING ANY DISCREPACIES TO THE ARCHITECTS ATTENTION AT TIME OF LAYOUT.
CREFERENCE FINISH PLANS AND SCHEDULES FOR FINISHES. SEE ROOM FINISH PLANS FOR
INTERIOR ELEVATION REFERENCE ARROWS. REFERENCE FUTURE BID PACKAGE
DUSE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALLS IN TOILET, SHOWER, LOCKERS
CUSTODIAL CLOSETS WITH PLUMBING FIXTURES AND ALL WALLS WITH PLUMBING FIXTURES.
EALL CMU MORTAR JOINTS TO BE FULL DEPTH OF THE FACE SHELL UNLESS OTHERWISE
SPECIFIED.
FPROVIDE A CONTINUOUS VAPOR BARRIER UNDER ALL SLABS ON GRADE. REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
GREFERENCE STRUCTURAL DRAWINGS FOR CMU, MASONRY OR CONCRETE REINFORCING
REQUIREMENTS. TYPICAL.
HCOORDINATE BLOCKING REQUIREMENTS WITH INTERIOR ELEVATIONS, ROOM FINISH PLANS
AND OWNER REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. REFERENCE FUTURE BID
PACKAGE
IREFERENCE FUTURE BID PACKAGE DRAWINGS FOR PERMANENTLY MOUNTED FURNITURE,
FIXTURES AND EQUIPMENT. PROVIDE FIRE TREATED WOOD OR STEEL BLO CKING AND ANY
SUPPLEMENTAL FRAMING REQUIRED TO PROVIDE A SOLID, PERMANENT INSTALLATION.
JELEVATION 100’-0” = 847.00 USGS
KINSTALL FIRE SAFING AND FIRE –SEALANT AT ALL FLOOR, WALL AND CEILING PENITRATIONS IN
ELECTRICAL ROOMS, TCOMM ROOMS, IDF, MDF ELEVATOR MACHINE ROOM ENCLOSED FIRE
STAIRS AS WELL AS OTHER ALL OTHER AREAS SPECIFIED.
LALL WALLS SHALL EXTEND TO BOTTOM OF DECK UNLESS NOTED OTHERWISE.
MREFERENCE SHEET A002 FOR WALL TYPE DESCRIPTIONS. WALL TYPES ARE FOR GENERAL
REFERENCE. COORDINATE WITH FUTURE BID PACKAGE.
NWHERE MOUNTING HEIGHTS ARE NOTE INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT
INDUSTRY RECONIZED STANDARDS FOR THAT PARTICUAL APPLICATION AND REFER
QUESTIONALBE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DEC ISIONS. ALL
APPLICABLE ACCESSIBILITY GUIDELINES SHALL BE FOLLOWED.
OGENERAL CONTRACTOR TO PROVIDE AND COORDINATE SIZE AND LOCATION OF ALL
EQUIPMENT AND HOUSKEEPING PADS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.
REFERENCE FUTURE BID PACKAGES
PINSTALL CONTINUOUS VAPOR BARRIER ON INSIDE FACE OF ALL EXTERIOR WALL STUDS.
QWRAP BRICK/LIMESTONE IN CORNERS, JAMBS, AND HEAD CONDITIONS WHERE REQUIRED TO
ACCOMODATE OPENINGS.
RALL CONCEALED PLYWOOD SHEATHING SHALL BE FIRE TREATED (FRT). E XTERIOR SHEATHING
SHALL ALSO BE TREATED FOR MOISTURE.
SRIGID INSULATION SHALL BE INSTALLED AT BOTH SIDES OF THE FOUND ATION WALLS. EXTEND
RIGID INSULATION UNDER FLOOR SLAB A MININMUM OF 24" INTO INTERIOR OF BUILDING.
TCOORDINATE ALL CONSTRUCTION WITH FINISH PLANS ELEVATIONS AND DETAILS, ENALRGED
PLANS, ENLARGED FLOOR PATTERN DRAWINGS.
WINSTALL FIRE TREATED WOOD BLOCKING AT ALL LOCATIONS OF CABINET RY, WALL FINISHES,
ACCOUSTICAL, TREATMENTS, M.E.P, FP AND EQUIPMENT AS REQUIRED FOR PROPER MOUNTING
AND INSTALLATION OF ASSEMBLIES. COORDINATE LOCATION OF BLOCKING PRIOR TO
INSTALLATION OF FINISHED SURFACES.
XINSTALL 6X6 W1.4X1.4 WELDED WIRE FABRIC IN LOCATIONS WHERE BATT INSULATION DOES
NOT HAVE A SUITABLE SUBSTRATE FOR ANCHORAGE. INSTALL WELDED WIRE FABRIC TO
METAL DECK AND STRUCTURAL STEEL FOR TIGHT STRUCTRUCALLY STABLE FIT. ALLOWANCE =
1000 SF
YREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS FOR
INFORMATION REGARDING FIRE RATED CONSTRUCTION.
KEY PLAN
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
3Bid Package #309/16/2015
3
BOARD ROOM
D110
ASSISTANT
C110
STAFF BREAK AREA
D101
DINING
D108
KITCHEN
D103
VESTIBULE
D100
PASSAGE
D102
PASSAGE
D107
JANITORIAL
D112
PASSAGE
D111
MENS
D117SHOWER
D116
SHOWER
D114
WOMEN
D113
EXERCISE
D115
VESTIBULE
D106
MECHANICAL
D104
STORAGE
D105
CORRIDOR
A106
STORAGE
D103B
STORAGE
D103A
BREAK OUT
D109
OUTDOOR UTILITY
D118
1
A506
1
A506
2
A506
2
A506
1
A503
1
A5032
A503
2
A503
3
A503
3
A503
5
A515
4
A515
1
A514
2
A514
3
A514
A211
3
C112
C110
D110B
D116
D114
D113B
D107
D106
D103
D112
D103A
D100A
D1
0
4
D
1
1
5
A
D1
0
2
D
1
0
0
B
D1
1
7
A
D1
1
3
A
D
1
1
1
D1
1
0
A
D
1
0
8
E
D
1
0
9
D1
0
8
A
D1
0
8
B
D
1
0
8
C
D
1
0
8
D
D115B
D
1
1
5
D
D
1
1
5
C
D117B
D103B
D1
0
5
IDF ROOM
D104A
D104A
D1
0
8
F
W10
W10
W11
W12
W12
W15
CW13
A313
12
5
18
18
23
23
23
23
A303 8
S6
E
.
D
.
A
S6E.D.A
S6D.D.A
S6D.D.A
S6D.D.A
S6D.D.A
S3A.P
S3A.P
S3A.P
S3A.P
DS3B
S6B.D.AS3A
S3A.D
S3A.D
S3A.D
S6E.D.A
S6E.D.A
S6A.DS3A.D
S3A.D
S6A
S6A.D
S3A.D
S3A.D
5
A310
A310
1
7
A514
1 9 ' - 4 "
A320
4
A320 5
A311
6
9
'
-
6
"
3
A506
2
A507
2
A507
4
A518
1 6 ' - 0 "
8
A514
6 5 ' - 4 "
1
'
-
8
"
A625
1
A625
2
A610
20
A610
19
DA
DF
DB
DB.8
DE
D4 D5
DC
D1
D2
DD
D3.5
D3
AG.8
CG.9
D4.3 D4.7
DA.9
S3C.D
S3C.D
S3C.P
S3C.D
S3C.D
S3C.D
S3C.D
TURBO FANLIKELY A
208V
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1 15 V 7 .5 A MP
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1 20 V 1 3
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SINK
B A R
BEERTAPS
DW
ICE
REF
TRASHRECYCLE
TRASHRECYCLE
ACCESSIBLESINK
KEG
WINE
TRASHRECYCLE
TRASHRECYCLE
A650
2 Sim
2.22
C110
DS6B.D
3
3
S6B.D.A
S6B.D.A
3
3
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A640
7
A650
2 Sim
A650
2 Sim
A611
10 Sim
A650
1 Sim
A651
2 Sim
A651
1 Sim
A611
13 Sim
1 ' - 9 3 /8 "2 ' - 0 "
2 ' - 8 "
1 ' - 1 1 /8 "4 7 /8 "
7 ' - 1 1 /8 "4 "
8 ' - 3 1 /4 "
7 3 /4 "
4 ' - 3 "
6 ' - 1 1 1 /8 "
3 6 ' - 4 5 /8 "
3 1 /4 "
1 ' - 8 "
8
1
/
2
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4
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1
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8
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7
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7
7
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8
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7
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7
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6 ' - 2 3 /4 "
7 ' - 9 1 /4 "
3 5 /8 "
3 5 /8 "
7 ' - 0 7 /8 "
9
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1 0 ' - 2 "
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9 ' - 7 1 /2 "
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2 3 /4 "
7 ' - 0 1 /8 "
3 5 /8 "3 5 /8 "
3 ' - 0 7 /8 "
4
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5
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3 5 /8 "
4 3 /4 "
3 ' - 4 1 /2 "
1 ' - 3 1 /4 "6 ' - 0 1 /2 "
5
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0
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5
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0
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4
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0
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4
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0
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1 ' - 6 "
8 ' - 1 1 5 /8 "
1 ' - 6 "
8 ' - 4 1 /4 "
1 ' - 6 "
8 ' - 1 1 5 /8 "
1 ' - 6 "
6 ' - 1 0 "
1 ' - 4 "
1
'
-
0
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8
3
/
8
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1
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0
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4 7 /8 "
1 ' - 1 1 /8 "
4 7 /8 "
1 ' - 1 1 /8 "
6 ' - 2 1 /8 "
1 ' - 6 "
8 ' - 1 1 5 /8 "
1 ' - 6 "
8 ' - 4 1 /4 "
1 ' - 6 "
8 ' - 1 1 5 /8 "
1 ' - 6 "
6 ' - 1 0 "
1 ' - 4 "
1
'
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4
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8
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1 8 ' - 8 "
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4 8 ' - 8 "
5 9 ' - 4 "
6 ' - 0 "
1 ' - 8 "
1 8 ' - 0 "
2 2 ' - 0 "
1 1 "
1 1 "
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1 1 ' - 4 "
2
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8
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3
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1
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2
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26
UNIT D
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
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FIRST FLOOR - AREA
D
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A201D
1 FIRST FLOOR - AREA D
CONSTRUCTION PLAN KEYNOTES
1LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN TO BE SELECTED BY
ARCHITECT.
2LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN AND SEALER AS
RECOMMENDED BY MANUFACTURE FOR EXTERIOR CONDITIONS
34” RAISED CONCRETE PLINTH WITH NEOPRENE ISOLATION PADS AND MET AL FLASHING.
4HEAVY GAUGE CONTINUOUS METAL PANEL ASSEMBLY WITH REVEALS. REFERENCE PLAN DETAILS
FOR ADDITIONAL INFORMATION.
5ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
6CUNIFORM INCISED VENEER LIMESTONE WALL CONSTRUCTION.
7ELEVATOR CAB ASSEMBLY - REFERENCE FUTURE BID PACKAGE.
8ELECTRICAL/ DATA AND SECURITY ROOM. INSTALL CHAIN LINK CAGE AROUND SECURITY SYSTEM
COMPLETE WITH GATE. CHAIN LINK CAGE SHALL EXTEND LENGTH OF ROOM RUNNING NORTH AND
SOUTH. PROVIDE FIRE TREATED PLYWOOD PANELS WITH FIRE TREATED 2X WOOD BLOCKING OVER
TOP OF GYPSUM ASSEMBLIES FOR BOTH WALLS FULL HEIGHT RUNNING NORTH SOUTH. COORDINATE
FINAL REQUIREMENTS WITH M.E.P. AND TECHNOLOGY ASSEMBLIES PRIOR TO FINAL INSTALLATION.
REFERENCE FUTURE BID PACKAGE.
9BUILT-IN HARDWOOD CUSTOM SLOPED BOOK SHELVING WITH INTEGRATED ROPE LIGHT AT EACH
BOOK ROW. CONTINUOUS 1 HOUR SHAFT WALL CONSTRUCTION SHALL BE INSTALLED BEHIND BUILT
IN ASSEMBLY. TYPICAL. FIRE STOP ALL PENETRATIONS BETWEEN BASEMENT AND 1ST LEVEL AT 1ST
LEVEL FLOOR SLAB. REFERENCE FUTURE BID PACKAGE.
10OUTLINE OF CONTINUOUS HARDWOOD ANGLED LEDGE WITH BUILT IN UNIT HEATER, SLOT INTAKE AND
TELESCOPING LIGHTING DEVICE. REFERENCE FUTURE BID PACKAGE.
11ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
12STRUCTURAL GLASS RAILING SYSTEM . REFERENCE SPECIFICATIONS AND DETAIL 4/A538 FOR
ADDITIONAL INFORMATION.
13PAINTED METAL ROOF LADDER AND ASSOCIATED ROOF HATCH AND CURB.
14BASEMENT DEWATERING AND PERIMETER FOUNDATION DRAIN SYSTEM. EXTEND DE-WATERING
SYSTEM TO SUMP PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE
CIVIL AND MEP DRAWINGS.
15CONTINUOUS UNDER SLAB DEWATERING SYSTEM . EXTEND DE-WATER SYSTEM TO SUMP PUMP
ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE MEP DRAWINGS.
16ELEVATOR PIT DEWATERING AND SUMP PUMP ASSEMBLIES. EXTEND DE-WATERING SYSTEM TO SUMP
PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. INST ALL PERIMETER WATER
RESISTANT MATERIAL ON OUTSIDE WALLS OF ELEVATOR PIT FOUNDATION WALLS. REFERENCE MEP
DRAWINGS.
17RECESSED CONCRETE SLAB ASSEMBLY FOR TERRAZZO FLOOR CONSTRUCTION. ISOLATE CONCRETE
SLAB CONSTRUCTION FROM ADJACENT CONSTRUCTION AS REQUIRED. COOR DINATE LOCATION OF
CONSTRUCTION JOINTS AND CRACK ISOLATION JOINTS WITH TERRAZZO JOINT PATTERN. REFERENCE
FUTURE BID PACKAGE.
18RECESSED CONCRETE SLAB AS REQUIRED FOR SHOWER ASSEMBLY. PROVIDE WATER RESISTANT
ISOLATION MEMBRANE. REFERENCE FUTURE BID PACKAGE.
19CONCRETE HOUSEKEEPING PADS AND CURBS WITH ASSOCIATED ACOUSTIC ISOLATION MECHANISMS.
20PAINTED STEEL LADDER AND MECHANICAL SERVICE PLATFORM ABOVE CEILING.
21CAST IN PLACE COLOR INTEGRATED CONCRETE RETAINING WALL WITH C AP.
22HOT DIPPED GALVANIZED METAL GRATE OVER AREAWAY. PROVIDE GRATE OPENING AND LADDER.
LADDER TO MEET OSHA REQUIREMENTS.
23CONCRETE SLAB CONSTRUCTION WITH HOUSEKEEPING PADS . COORDINATE WITH MEP AND
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
24EXTEND TERRAZZO FLOOR FINISH TO INSIDE FACE OF DOOR FOR PROPER ACCOUSTICAL SEAL OF
DOOR HARDWARE.
25CONTINUOUS VAPOR VARRIER - TYPICAL THIS ENTIRE ROOM BEHIND DRYWALL ON WALLS AND
CEILING.
26OUTLINE OF BASMENT BELOW. ALLOW FOR EXPASION AND CONTRACTION IN TERRAZZO ABOVE. - 2
DIVIDER STRIPS BACK TO BACK WITH CONTINUOUS SEALANT. COLOR TO BE SELECTED BY
ARCHITECT.
GENERAL FLOOR PLAN NOTES
AALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF METAL STUD OR
COLUMN CENTER LINES UNLESS NOTED OTHERWISE.
BDO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN ALL BULDING COMPONET LOCATIONS.
BRING ANY DISCREPACIES TO THE ARCHITECTS ATTENTION AT TIME OF LAYOUT.
CREFERENCE FINISH PLANS AND SCHEDULES FOR FINISHES. SEE ROOM FINISH PLANS FOR
INTERIOR ELEVATION REFERENCE ARROWS. REFERENCE FUTURE BID PACKAGE
DUSE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALLS IN TOILET, SHOWER, LOCKERS
CUSTODIAL CLOSETS WITH PLUMBING FIXTURES AND ALL WALLS WITH PLUMBING FIXTURES.
EALL CMU MORTAR JOINTS TO BE FULL DEPTH OF THE FACE SHELL UNLESS OTHERWISE
SPECIFIED.
FPROVIDE A CONTINUOUS VAPOR BARRIER UNDER ALL SLABS ON GRADE. REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
GREFERENCE STRUCTURAL DRAWINGS FOR CMU, MASONRY OR CONCRETE REINFORCING
REQUIREMENTS. TYPICAL.
HCOORDINATE BLOCKING REQUIREMENTS WITH INTERIOR ELEVATIONS, ROOM FINISH PLANS
AND OWNER REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. REFERENCE FUTURE BID
PACKAGE
IREFERENCE FUTURE BID PACKAGE DRAWINGS FOR PERMANENTLY MOUNTED FURNITURE,
FIXTURES AND EQUIPMENT. PROVIDE FIRE TREATED WOOD OR STEEL BLO CKING AND ANY
SUPPLEMENTAL FRAMING REQUIRED TO PROVIDE A SOLID, PERMANENT INSTALLATION.
JELEVATION 100’-0” = 847.00 USGS
KINSTALL FIRE SAFING AND FIRE –SEALANT AT ALL FLOOR, WALL AND CEILING PENITRATIONS IN
ELECTRICAL ROOMS, TCOMM ROOMS, IDF, MDF ELEVATOR MACHINE ROOM ENCLOSED FIRE
STAIRS AS WELL AS OTHER ALL OTHER AREAS SPECIFIED.
LALL WALLS SHALL EXTEND TO BOTTOM OF DECK UNLESS NOTED OTHERWISE.
MREFERENCE SHEET A002 FOR WALL TYPE DESCRIPTIONS. WALL TYPES ARE FOR GENERAL
REFERENCE. COORDINATE WITH FUTURE BID PACKAGE.
NWHERE MOUNTING HEIGHTS ARE NOTE INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT
INDUSTRY RECONIZED STANDARDS FOR THAT PARTICUAL APPLICATION AND REFER
QUESTIONALBE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DEC ISIONS. ALL
APPLICABLE ACCESSIBILITY GUIDELINES SHALL BE FOLLOWED.
OGENERAL CONTRACTOR TO PROVIDE AND COORDINATE SIZE AND LOCATION OF ALL
EQUIPMENT AND HOUSKEEPING PADS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.
REFERENCE FUTURE BID PACKAGES
PINSTALL CONTINUOUS VAPOR BARRIER ON INSIDE FACE OF ALL EXTERIOR WALL STUDS.
QWRAP BRICK/LIMESTONE IN CORNERS, JAMBS, AND HEAD CONDITIONS WHERE REQUIRED TO
ACCOMODATE OPENINGS.
RALL CONCEALED PLYWOOD SHEATHING SHALL BE FIRE TREATED (FRT). E XTERIOR SHEATHING
SHALL ALSO BE TREATED FOR MOISTURE.
SRIGID INSULATION SHALL BE INSTALLED AT BOTH SIDES OF THE FOUND ATION WALLS. EXTEND
RIGID INSULATION UNDER FLOOR SLAB A MININMUM OF 24" INTO INTERIOR OF BUILDING.
TCOORDINATE ALL CONSTRUCTION WITH FINISH PLANS ELEVATIONS AND DETAILS, ENALRGED
PLANS, ENLARGED FLOOR PATTERN DRAWINGS.
WINSTALL FIRE TREATED WOOD BLOCKING AT ALL LOCATIONS OF CABINET RY, WALL FINISHES,
ACCOUSTICAL, TREATMENTS, M.E.P, FP AND EQUIPMENT AS REQUIRED FOR PROPER MOUNTING
AND INSTALLATION OF ASSEMBLIES. COORDINATE LOCATION OF BLOCKING PRIOR TO
INSTALLATION OF FINISHED SURFACES.
XINSTALL 6X6 W1.4X1.4 WELDED WIRE FABRIC IN LOCATIONS WHERE BAT T INSULATION DOES
NOT HAVE A SUITABLE SUBSTRATE FOR ANCHORAGE. INSTALL WELDED WIRE FABRIC TO
METAL DECK AND STRUCTURAL STEEL FOR TIGHT STRUCTRUCALLY STABLE FIT. ALLOWANCE =
1000 SF
YREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS FOR
INFORMATION REGARDING FIRE RATED CONSTRUCTION.
#
KEY PLAN
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
3Bid Package #309/16/2015
3
UP
COURTYARD BELOW
DN
DN
A300
A300A30043
1
A300
2
A202C
1
AREA C
A202B
1 AREA B
BA
BB
BC
CA
CE
C7.9C5.1 C5.9C3.1
BD
B6
B3
B4
B5
B7
B4.3 B4.8
B1
B2
CD
CB
C6A3C5C4C3 C7 C8
DA
DF
DB
DB.8
DE
D4
A1.1 A4.9A1.9 A4.1
AD AH
A5A1
AE
AB AF
CJ
CH
CF
CG
C1
C2
C9
CC
D5
DC
D1 D2
DD
B1.6
A2 A4
AC AG
B2.4
B5.7
D3.5D3
BA.6
BC.4
C2.5 C8.5
AC.6 AG.6
AG.8
CG.9
AE.5
D4.3 D4.7
C7.5C3.5
DA.9
OPEN TO
BELOW
OPEN TO BELOW
2.22
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
4
:
5
7
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A202
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
OVERALL SECOND
FLOOR PLAN
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/16" = 1'-0"A202
1 OVERALL - 2nd Level Floor Plan
NO.DESCRIPTIONDATE
OFFICE
B235
OFFICE
B233 OFFICE
B231 OFFICE
B230
OFFICE
B229
OFFICE
B227
OFFICE
B226
OFFICE
B224
OFFICE
B223
PUBLISHING
B210
OPEN OFFICE
B222
STORAGE
B221
STORAGE
B212
OFFICE
B209
OFFICE
B208
OFFICE
B207
OFFICE
B206
OFFICE
B205
OFFICE
B204
CONFERENCE
B203
CONFERENCE
B202
OPEN OFFICE
B219
COPY COLLATE
B213
ELECTRICAL
B220
MECHANICAL
B218
MEN
B215
WOMEN
B216
STORAGE
B217
STAIR
B200
CORRIDOR
B201
CORRIDOR
B214
CORRIDOR
B211
2
A510
3
A510 4
A510
1
A511
4
A511
3
A511
1
A512
3
A504
3
A504
1
A504
1
A504
A210
5
A210
3
A211
6
B
2
3
4
B2
3
3
B
2
3
2
B
2
3
1
B
2
3
0
B2
1
7
B2
2
1
B
2
2
9
B
2
2
8
B
2
2
7
B
2
2
6
B
2
0
9
B2
0
8
B2
0
7
B2
0
6
B
2
0
5
B
2
0
4
B2
0
3
B
2
1
2
B2
0
2
B216
B215
B223
B210
B224
1
A517
2
A517
B2
1
8
W2
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3 MIRROR
MIRROR
W3
W4
W4
CW5
CW14
CW15
7
8
13
S6B.D.A
S6B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3A
S3A.D
S3A.DS3A.D
S3A.D
S3A.D
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S6E.D.A
S6E.D.A
S3B.D.A
A311
5
2
A504
2
A504
1
A505
1
A505
A552
5
2
A505
2
A505
B220
A625
3
BA
BB
BC
BD
B6
B3
B4
B5
B7
B4.3 B4.8
B1
B2B1.6
B2.4
B5.7
BA.6
BC.4
130' - 8"
1' - 10 1/2"
18' - 0"
5' - 4"
34' - 8"
5' - 4"
18' - 0"
6' - 4"
5' - 4"
6' - 4"
5' - 4"
5' - 4"
4' - 0"
5' - 4"
4' - 0"
5' - 4"
5' - 4"
6' - 4"
5' - 4"
6' - 4"
1' - 10 1/2"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
1' - 10 1/2"
130' - 8"
4' - 0"5' - 4"4' - 4 3/8"8' - 3 5/8"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"
2' - 8 1/4"
10' - 7 1/2"7' - 4 1/4"5' - 4"7' - 4"5' - 4"6' - 8"
7' - 8"
7' - 8"
5' - 4"7' - 4"5' - 4"6' - 8"
4' - 0"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"5' - 4"7' - 4"
6' - 4"
5' - 4"
6' - 4"
6' - 4"
5' - 4"
6' - 4"
4' - 0"5' - 4"
3' - 4"
5' - 4"
28' - 4"
7' - 4"
28' - 4"
5' - 4"
3' - 4"
81' - 4"
OFFICE
B234
OFFICE
B232
B2
3
5
S3B.D.A
S3B.D.A
S3C.DS3C.D
CORRIDOR
B236
A312
1 Sim
1
B201
B
2
1
3
A
B
2
1
3
S3C.P
S3C.D
S3C
S3C.P
S3A.D
S3C S3C.D
3
3
3
3
3
3
3
3
S3A.D
3
3
3
3
S3B.D.A
3
3
S3B.D.A
3
3
S3B.D.A
3
3
S3B.D.A
3
3
3
3
S3B.D.A
3
3
3
3
S3C.PS3C.P
S3C.DS3C.D
S3A.DS3C.DS3C.D
S3C.D
S3C.D
3
3
3
3
3
3
3
3
3
S6E.D.A S3C.D
S3C.DS3C.D 3
S3A.D
S3A.D
S3A.D
3
7 1/4"
18' - 0"
4 7/8"
12' - 3 1/8"
4 7/8"
12' - 3 1/8"
4 7/8"
12' - 3 1/8"
4 7/8"
12' - 3 1/8"
4 7/8"
12' - 3 1/8"
4 7/8"
18' - 4 5/8"
14' - 7 3/8"1' - 1 1/4"
19' - 3 5/8"4 7/8"
10' - 1"
4 7/8"
19' - 5"1' - 5 1/4"
14' - 8 7/8"
4 7/8"
17' - 9 7/8"
4 7/8"
13' - 0 5/8"
7 1/4"
8' - 8 1/4"
7 1/4"12' - 2 7/8"
4 7/8"
12' - 1"
4 7/8"12' - 1"
4 7/8"
12' - 1"
4 7/8"
12' - 1"
4 7/8"
12' - 1"
4 7/8"
12' - 1"
7' - 4"
4 7/8"
15' - 7"
15' - 7"
4 7/8"
7' - 4"
7' - 4"
4 7/8"
15' - 7"
2' - 7 1/8"
3' - 6"
9 1/4"10' - 0 1/2"5' - 4"5' - 0"4' - 0"
1' - 1 1/2"
11 1/2"4' - 0"3' - 6"
8' - 2"
8' - 2"
9' - 0"
3' - 0"
6' - 10 3/8"
10' - 3 3/4"
10' - 3 3/4"
A653
12
A653
13
A653
14
A653
6
A653
5
A653
3
A653
19 Sim
A653
19 Sim
A653
19 Sim
A653
1
A653
18
A653
5
Sim
A653
6
Sim
A653
12
Sim
A653
13
A653
14
Sim
Sim
A653
20
A654
1
Sim
A653
7
A653
8
A653
9
A653
10
A653
11
A653
3
Sim
FE
FEC
UNIT B
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
5
:
1
5
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A202B
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
SECOND FLOOR -
AREA B
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A202B
1 PLAN - 02 FLOOR PLAN - AREA B
CONSTRUCTION PLAN KEYNOTES
1LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN TO BE SELECTED BY
ARCHITECT.
2LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN AND SEALER AS
RECOMMENDED BY MANUFACTURE FOR EXTERIOR CONDITIONS
34” RAISED CONCRETE PLINTH WITH NEOPRENE ISOLATION PADS AND MET AL FLASHING.
4HEAVY GAUGE CONTINUOUS METAL PANEL ASSEMBLY WITH REVEALS. REFERENCE PLAN DETAILS
FOR ADDITIONAL INFORMATION.
5ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
6CUNIFORM INCISED VENEER LIMESTONE WALL CONSTRUCTION.
7ELEVATOR CAB ASSEMBLY - REFERENCE FUTURE BID PACKAGE.
8ELECTRICAL/ DATA AND SECURITY ROOM. INSTALL CHAIN LINK CAGE AROUND SECURITY SYSTEM
COMPLETE WITH GATE. CHAIN LINK CAGE SHALL EXTEND LENGTH OF ROOM RUNNING NORTH AND
SOUTH. PROVIDE FIRE TREATED PLYWOOD PANELS WITH FIRE TREATED 2X WOOD BLOCKING OVER
TOP OF GYPSUM ASSEMBLIES FOR BOTH WALLS FULL HEIGHT RUNNING NORTH SOUTH. COORDINATE
FINAL REQUIREMENTS WITH M.E.P. AND TECHNOLOGY ASSEMBLIES PRIOR TO FINAL INSTALLATION.
REFERENCE FUTURE BID PACKAGE.
9BUILT-IN HARDWOOD CUSTOM SLOPED BOOK SHELVING WITH INTEGRATED ROPE LIGHT AT EACH
BOOK ROW. CONTINUOUS 1 HOUR SHAFT WALL CONSTRUCTION SHALL BE INSTALLED BEHIND BUILT
IN ASSEMBLY. TYPICAL. FIRE STOP ALL PENETRATIONS BETWEEN BASEMENT AND 1ST LEVEL AT 1ST
LEVEL FLOOR SLAB. REFERENCE FUTURE BID PACKAGE.
10OUTLINE OF CONTINUOUS HARDWOOD ANGLED LEDGE WITH BUILT IN UNIT HEATER, SLOT INTAKE AND
TELESCOPING LIGHTING DEVICE. REFERENCE FUTURE BID PACKAGE.
11ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
12STRUCTURAL GLASS RAILING SYSTEM . REFERENCE SPECIFICATIONS AND DETAIL 4/A538 FOR
ADDITIONAL INFORMATION.
13PAINTED METAL ROOF LADDER AND ASSOCIATED ROOF HATCH AND CURB.
14BASEMENT DEWATERING AND PERIMETER FOUNDATION DRAIN SYSTEM. E XTEND DE-WATERING
SYSTEM TO SUMP PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE
CIVIL AND MEP DRAWINGS.
15CONTINUOUS UNDER SLAB DEWATERING SYSTEM. EXTEND DE-WATER SYSTEM TO SUMP PUMP
ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE MEP DRAWINGS.
16ELEVATOR PIT DEWATERING AND SUMP PUMP ASSEMBLIES. EXTEND DE-WATERING SYSTEM TO SUMP
PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. INSTALL PERIMETER WATER
RESISTANT MATERIAL ON OUTSIDE WALLS OF ELEVATOR PIT FOUNDATION WALLS. REFERENCE MEP
DRAWINGS.
17RECESSED CONCRETE SLAB ASSEMBLY FOR TERRAZZO FLOOR CONSTRUCTION. ISOLATE CONCRETE
SLAB CONSTRUCTION FROM ADJACENT CONSTRUCTION AS REQUIRED. COORDINATE LOCATION OF
CONSTRUCTION JOINTS AND CRACK ISOLATION JOINTS WITH TERRAZZO JOINT PATTERN. REFERENCE
FUTURE BID PACKAGE.
18RECESSED CONCRETE SLAB AS REQUIRED FOR SHOWER ASSEMBLY. PROVIDE WATER RESISTANT
ISOLATION MEMBRANE. REFERENCE FUTURE BID PACKAGE.
19CONCRETE HOUSEKEEPING PADS AND CURBS WITH ASSOCIATED ACOUSTIC ISOLATION MECHANISMS.
20PAINTED STEEL LADDER AND MECHANICAL SERVICE PLATFORM ABOVE CEILING.
21CAST IN PLACE COLOR INTEGRATED CONCRETE RETAINING WALL WITH C AP.
22HOT DIPPED GALVANIZED METAL GRATE OVER AREAWAY. PROVIDE GRATE OPENING AND LADDER.
LADDER TO MEET OSHA REQUIREMENTS.
23CONCRETE SLAB CONSTRUCTION WITH HOUSEKEEPING PADS . COORDINATE WITH MEP AND
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
24EXTEND TERRAZZO FLOOR FINISH TO INSIDE FACE OF DOOR FOR PROPER ACCOUSTICAL SEAL OF
DOOR HARDWARE.
25CONTINUOUS VAPOR VARRIER - TYPICAL THIS ENTIRE ROOM BEHIND DRYWALL ON WALLS AND
CEILING.
26OUTLINE OF BASMENT BELOW. ALLOW FOR EXPASION AND CONTRACTION IN TERRAZZO ABOVE. - 2
DIVIDER STRIPS BACK TO BACK WITH CONTINUOUS SEALANT. COLOR TO BE SELECTED BY
ARCHITECT.
#
GENERAL FLOOR PLAN NOTES
AALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF METAL STUD OR
COLUMN CENTER LINES UNLESS NOTED OTHERWISE.
BDO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN ALL BULDING COMPONET LOCATIONS.
BRING ANY DISCREPACIES TO THE ARCHITECTS ATTENTION AT TIME OF LAYOUT.
CREFERENCE FINISH PLANS AND SCHEDULES FOR FINISHES. SEE ROOM FINISH PLANS FOR
INTERIOR ELEVATION REFERENCE ARROWS. REFERENCE FUTURE BID PACKAGE
DUSE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALLS IN TOILET, SHOWER, LOCKERS
CUSTODIAL CLOSETS WITH PLUMBING FIXTURES AND ALL WALLS WITH PLUMBING FIXTURES.
EALL CMU MORTAR JOINTS TO BE FULL DEPTH OF THE FACE SHELL UNLESS OTHERWISE
SPECIFIED.
FPROVIDE A CONTINUOUS VAPOR BARRIER UNDER ALL SLABS ON GRADE. REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
GREFERENCE STRUCTURAL DRAWINGS FOR CMU, MASONRY OR CONCRETE REINFORCING
REQUIREMENTS. TYPICAL.
HCOORDINATE BLOCKING REQUIREMENTS WITH INTERIOR ELEVATIONS, ROOM FINISH PLANS
AND OWNER REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. REFERENCE FUTURE BID
PACKAGE
IREFERENCE FUTURE BID PACKAGE DRAWINGS FOR PERMANENTLY MOUNTED FURNITURE,
FIXTURES AND EQUIPMENT. PROVIDE FIRE TREATED WOOD OR STEEL BLO CKING AND ANY
SUPPLEMENTAL FRAMING REQUIRED TO PROVIDE A SOLID, PERMANENT INSTALLATION.
JELEVATION 100’-0” = 847.00 USGS
KINSTALL FIRE SAFING AND FIRE –SEALANT AT ALL FLOOR, WALL AND CEILING PENITRATIONS IN
ELECTRICAL ROOMS, TCOMM ROOMS, IDF, MDF ELEVATOR MACHINE ROOM ENCLOSED FIRE
STAIRS AS WELL AS OTHER ALL OTHER AREAS SPECIFIED.
LALL WALLS SHALL EXTEND TO BOTTOM OF DECK UNLESS NOTED OTHERWISE.
MREFERENCE SHEET A002 FOR WALL TYPE DESCRIPTIONS. WALL TYPES ARE FOR GENERAL
REFERENCE. COORDINATE WITH FUTURE BID PACKAGE.
NWHERE MOUNTING HEIGHTS ARE NOTE INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT
INDUSTRY RECONIZED STANDARDS FOR THAT PARTICUAL APPLICATION AND REFER
QUESTIONALBE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DEC ISIONS. ALL
APPLICABLE ACCESSIBILITY GUIDELINES SHALL BE FOLLOWED.
OGENERAL CONTRACTOR TO PROVIDE AND COORDINATE SIZE AND LOCATION OF ALL
EQUIPMENT AND HOUSKEEPING PADS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.
REFERENCE FUTURE BID PACKAGES
PINSTALL CONTINUOUS VAPOR BARRIER ON INSIDE FACE OF ALL EXTERIOR WALL STUDS.
QWRAP BRICK/LIMESTONE IN CORNERS, JAMBS, AND HEAD CONDITIONS WHERE REQUIRED TO
ACCOMODATE OPENINGS.
RALL CONCEALED PLYWOOD SHEATHING SHALL BE FIRE TREATED (FRT). E XTERIOR SHEATHING
SHALL ALSO BE TREATED FOR MOISTURE.
SRIGID INSULATION SHALL BE INSTALLED AT BOTH SIDES OF THE FOUND ATION WALLS. EXTEND
RIGID INSULATION UNDER FLOOR SLAB A MININMUM OF 24" INTO INTERIOR OF BUILDING.
TCOORDINATE ALL CONSTRUCTION WITH FINISH PLANS ELEVATIONS AND DETAILS, ENALRGED
PLANS, ENLARGED FLOOR PATTERN DRAWINGS.
WINSTALL FIRE TREATED WOOD BLOCKING AT ALL LOCATIONS OF CABINET RY, WALL FINISHES,
ACCOUSTICAL, TREATMENTS, M.E.P, FP AND EQUIPMENT AS REQUIRED FOR PROPER MOUNTING
AND INSTALLATION OF ASSEMBLIES. COORDINATE LOCATION OF BLOCKING PRIOR TO
INSTALLATION OF FINISHED SURFACES.
XINSTALL 6X6 W1.4X1.4 WELDED WIRE FABRIC IN LOCATIONS WHERE BATT INSULATION DOES
NOT HAVE A SUITABLE SUBSTRATE FOR ANCHORAGE. INSTALL WELDED WIRE FABRIC TO
METAL DECK AND STRUCTURAL STEEL FOR TIGHT STRUCTRUCALLY STABLE FIT. ALLOWANCE =
1000 SF
YREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS FOR
INFORMATION REGARDING FIRE RATED CONSTRUCTION.
KEY PLAN
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
3Bid Package #309/16/2015
3
A302
2
A3021
A302 3
REFERENCE UPPER
LIBRARY
C200
MEDIA LIBRARY
C206
OPEN BELOW
LOUNGE
C204
STAIR
C202
STAIR
C201
STORAGE
C203
MECHANICAL
C205
1
A513
2
A513
3
A513
2
A501
2
A501
3
A516
1
A501
1
A501
A210
8
A210
11
A210
12
C203 C205
W5W5W6
W21
CW23
CW22
9
1
7
12
12 12
13
S6C.D
S6C.D S3C.D
S3C.D
S3C.D
S6C.D
S6C.D.AS6C.D.A
S6C.D.A S6C.D.AS6C.D.A
S6B.D.A
4
A513
A314
1
A314
4
1
A521
1
A520
A552
2
3
A520
A314
9
2
A520
1
A502
1
A502
A315
1
1' - 2 1/4"
15' - 7 3/4"78' - 4"15' - 3 3/8"
1' - 6 5/8"
A621
2
3
A621
4
5
CA
CE
C7.9C5.1 C5.9C3.1
CD
CB
C6A3C5C4C3 C7 C8
CC
C2.5 C8.5C7.5C3.5
12
12
1'
-
6
5
/
8
"
24
'
-
1
0
7
/
8
"
1'
-
6
5
/
8
"
13
'
-
1
1
1
/
4
"
18
'
-
0
5
/
8
"
A315
1 Sim
1'
-
7
3
/
8
"
9
1
/
4
"
60
'
-
0
"
CW24
10' - 8"15' - 8"5' - 0"15' - 8"18' - 0"15' - 8"5' - 0"15' - 8"
10 1/4"8' - 6 1/8"
1'
-
8
"
4'
-
2
1
/
8
"
1' - 11 5/8"
1'
-
0
5
/
8
"
1'
-
0
3
/
4
"
1' - 1 7/8"
9' - 0"9' - 0"
1' - 1 7/8"
S6C.DS6C.D
S6C.D.A S6C.D.AS6C.D.A
TYP.
1'
-
8
"
18
'
-
0
5
/
8
"
13
'
-
1
1
1
/
4
"
1'
-
6
5
/
8
"
24
'
-
1
0
7
/
8
"
1'
-
6
5
/
8
"
9
1
/
4
"
60
'
-
0
"
11' - 0"9' - 11 1/2"
9' - 11 1/2"11' - 0"
C
2
0
6
6' - 3"
1' - 3"1' - 3"
12' - 5 7/8"
1' - 3"1' - 3"
6' - 3"6' - 3"
1' - 3"1' - 3"
12' - 5 7/8"
1' - 3"1' - 3"
6' - 3"
A303
5
SINGLEBOWL SINK -
ACCESSIBLE
11' - 11 5/8"5' - 8 3/4"5' - 8 3/4"
REF
3
3
3
2' - 4"
8'
-
5
"
1'
-
0
1
/
2
"
1'
-
0
3
/
4
"
1'
-
0
1
/
2
"
1'
-
0
3
/
4
"
FEC
A652
6 Sim
A652
3 Sim
A652
3 Sim
A652
3 Sim
A652
3 Sim
S3A.D
S3A
S3A.D
S4Y.D.2.A
S6C.D
S4Y.D.2.A
S3C.D4'
-
8
1
/
4
"
1'
-
4
3
/
8
"
3
UNIT C
A3021
A302 3
1
A513
2
A513
3
A513
2
A501
2
A501
1
A501
1
A501
CW25
4
A513
2
A521
1
A521
1
A520
A314
5
A314
5 Sim3
A521A315
4
CA
C7.9C5.1 C5.9C3.1
CB
C6A3C5C4C3 C7 C8
CF
CC
C2.5 C8.5C7.5C3.5
4'
-
1
1
3
/
8
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
4'
-
1
1
1
/
2
"
4' - 5 3/8"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"
4' - 5 3/8"
5'
-
0
"
10
"
5'
-
0
"
10
"
5'
-
0
"
10
"
5'
-
0
"
10
"
5'
-
0
"
9
5
/
8
"
4'
-
1
1
1
/
2
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
4'
-
1
1
3
/
8
"
5'
-
0
"
10
"
5'
-
0
"
10
"
5'
-
0
"
10
"
5'
-
0
"
10
"
5'
-
0
"
9
5
/
8
"
4' - 5 3/8"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"3' - 9"
2' - 6"
3' - 9"5' - 0"5' - 0"5' - 0"5' - 0"3' - 9"
2' - 6"
3' - 9"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"
4' - 5 3/8"
9
3
/
8
"
9
3
/
8
"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
10"
5' - 0"
A315
3
1
1
A315
5
A315
5 Sim
1
1
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
5
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3
1
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7
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9
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5
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A202C
LI
B
E
R
T
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F
U
N
D
H
E
A
D
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CA
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D
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A
SECOND FLOOR -
AREA C
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A202C
1 SECOND FLOOR PLAN - AREA C
CONSTRUCTION PLAN KEYNOTES
1LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN TO BE SELECTED BY
ARCHITECT.
2LAMINATED STAINED TREE COLUMN. FIELD FINISH WITH CUSTOM STAIN AND SEALER AS
RECOMMENDED BY MANUFACTURE FOR EXTERIOR CONDITIONS
34” RAISED CONCRETE PLINTH WITH NEOPRENE ISOLATION PADS AND MET AL FLASHING.
4HEAVY GAUGE CONTINUOUS METAL PANEL ASSEMBLY WITH REVEALS. REFERENCE PLAN DETAILS
FOR ADDITIONAL INFORMATION.
5ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
6CUNIFORM INCISED VENEER LIMESTONE WALL CONSTRUCTION.
7ELEVATOR CAB ASSEMBLY - REFERENCE FUTURE BID PACKAGE.
8ELECTRICAL/ DATA AND SECURITY ROOM. INSTALL CHAIN LINK CAGE AROUND SECURITY SYSTEM
COMPLETE WITH GATE. CHAIN LINK CAGE SHALL EXTEND LENGTH OF ROOM RUNNING NORTH AND
SOUTH. PROVIDE FIRE TREATED PLYWOOD PANELS WITH FIRE TREATED 2X WOOD BLOCKING OVER
TOP OF GYPSUM ASSEMBLIES FOR BOTH WALLS FULL HEIGHT RUNNING NORTH SOUTH. COORDINATE
FINAL REQUIREMENTS WITH M.E.P. AND TECHNOLOGY ASSEMBLIES PRIOR TO FINAL INSTALLATION.
REFERENCE FUTURE BID PACKAGE.
9BUILT-IN HARDWOOD CUSTOM SLOPED BOOK SHELVING WITH INTEGRATED ROPE LIGHT AT EACH
BOOK ROW. CONTINUOUS 1 HOUR SHAFT WALL CONSTRUCTION SHALL BE INSTALLED BEHIND BUILT
IN ASSEMBLY. TYPICAL. FIRE STOP ALL PENETRATIONS BETWEEN BASEMENT AND 1ST LEVEL AT 1ST
LEVEL FLOOR SLAB. REFERENCE FUTURE BID PACKAGE.
10OUTLINE OF CONTINUOUS HARDWOOD ANGLED LEDGE WITH BUILT IN UNIT HEATER, SLOT INTAKE AND
TELESCOPING LIGHTING DEVICE. REFERENCE FUTURE BID PACKAGE.
11ARCHITECTURAL GRADE PAINTED STRUCTURAL STEEL COLUMNS.
12STRUCTURAL GLASS RAILING SYSTEM . REFERENCE SPECIFICATIONS AND DETAIL 4/A538 FOR
ADDITIONAL INFORMATION.
13PAINTED METAL ROOF LADDER AND ASSOCIATED ROOF HATCH AND CURB.
14BASEMENT DEWATERING AND PERIMETER FOUNDATION DRAIN SYSTEM. E XTEND DE-WATERING
SYSTEM TO SUMP PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE
CIVIL AND MEP DRAWINGS.
15CONTINUOUS UNDER SLAB DEWATERING SYSTEM. EXTEND DE-WATER SYSTEM TO SUMP PUMP
ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. REFERENCE MEP DRAWINGS.
16ELEVATOR PIT DEWATERING AND SUMP PUMP ASSEMBLIES. EXTEND DE-WATERING SYSTEM TO SUMP
PUMP ASSEMBLIES AS REQUIRED FOR PROPER DISPOSAL OF WATER. INSTALL PERIMETER WATER
RESISTANT MATERIAL ON OUTSIDE WALLS OF ELEVATOR PIT FOUNDATION WALLS. REFERENCE MEP
DRAWINGS.
17RECESSED CONCRETE SLAB ASSEMBLY FOR TERRAZZO FLOOR CONSTRUCTION. ISOLATE CONCRETE
SLAB CONSTRUCTION FROM ADJACENT CONSTRUCTION AS REQUIRED. COORDINATE LOCATION OF
CONSTRUCTION JOINTS AND CRACK ISOLATION JOINTS WITH TERRAZZO JOINT PATTERN. REFERENCE
FUTURE BID PACKAGE.
18RECESSED CONCRETE SLAB AS REQUIRED FOR SHOWER ASSEMBLY. PROVIDE WATER RESISTANT
ISOLATION MEMBRANE. REFERENCE FUTURE BID PACKAGE.
19CONCRETE HOUSEKEEPING PADS AND CURBS WITH ASSOCIATED ACOUSTIC ISOLATION MECHANISMS.
20PAINTED STEEL LADDER AND MECHANICAL SERVICE PLATFORM ABOVE CEILING.
21CAST IN PLACE COLOR INTEGRATED CONCRETE RETAINING WALL WITH C AP.
22HOT DIPPED GALVANIZED METAL GRATE OVER AREAWAY. PROVIDE GRATE OPENING AND LADDER.
LADDER TO MEET OSHA REQUIREMENTS.
23CONCRETE SLAB CONSTRUCTION WITH HOUSEKEEPING PADS . COORDINATE WITH MEP AND
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
24EXTEND TERRAZZO FLOOR FINISH TO INSIDE FACE OF DOOR FOR PROPER ACCOUSTICAL SEAL OF
DOOR HARDWARE.
25CONTINUOUS VAPOR VARRIER - TYPICAL THIS ENTIRE ROOM BEHIND DRYWALL ON WALLS AND
CEILING.
26OUTLINE OF BASMENT BELOW. ALLOW FOR EXPASION AND CONTRACTION IN TERRAZZO ABOVE. - 2
DIVIDER STRIPS BACK TO BACK WITH CONTINUOUS SEALANT. COLOR TO BE SELECTED BY
ARCHITECT.
#
GENERAL FLOOR PLAN NOTES
AALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF METAL STUD OR
COLUMN CENTER LINES UNLESS NOTED OTHERWISE.
BDO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN ALL BULDING COMPONET LOCATIONS.
BRING ANY DISCREPACIES TO THE ARCHITECTS ATTENTION AT TIME OF LAYOUT.
CREFERENCE FINISH PLANS AND SCHEDULES FOR FINISHES. SEE ROOM FINISH PLANS FOR
INTERIOR ELEVATION REFERENCE ARROWS. REFERENCE FUTURE BID PACKAGE
DUSE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALLS IN TOILET, SHOWER, LOCKERS
CUSTODIAL CLOSETS WITH PLUMBING FIXTURES AND ALL WALLS WITH PLUMBING FIXTURES.
EALL CMU MORTAR JOINTS TO BE FULL DEPTH OF THE FACE SHELL UNLESS OTHERWISE
SPECIFIED.
FPROVIDE A CONTINUOUS VAPOR BARRIER UNDER ALL SLABS ON GRADE. REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
GREFERENCE STRUCTURAL DRAWINGS FOR CMU, MASONRY OR CONCRETE REINFORCING
REQUIREMENTS. TYPICAL.
HCOORDINATE BLOCKING REQUIREMENTS WITH INTERIOR ELEVATIONS, ROOM FINISH PLANS
AND OWNER REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. REFERENCE FUTURE BID
PACKAGE
IREFERENCE FUTURE BID PACKAGE DRAWINGS FOR PERMANENTLY MOUNTED FURNITURE,
FIXTURES AND EQUIPMENT. PROVIDE FIRE TREATED WOOD OR STEEL BLO CKING AND ANY
SUPPLEMENTAL FRAMING REQUIRED TO PROVIDE A SOLID, PERMANENT INSTALLATION.
JELEVATION 100’-0” = 847.00 USGS
KINSTALL FIRE SAFING AND FIRE –SEALANT AT ALL FLOOR, WALL AND CEILING PENITRATIONS IN
ELECTRICAL ROOMS, TCOMM ROOMS, IDF, MDF ELEVATOR MACHINE ROOM ENCLOSED FIRE
STAIRS AS WELL AS OTHER ALL OTHER AREAS SPECIFIED.
LALL WALLS SHALL EXTEND TO BOTTOM OF DECK UNLESS NOTED OTHERWISE.
MREFERENCE SHEET A002 FOR WALL TYPE DESCRIPTIONS. WALL TYPES ARE FOR GENERAL
REFERENCE. COORDINATE WITH FUTURE BID PACKAGE.
NWHERE MOUNTING HEIGHTS ARE NOTE INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT
INDUSTRY RECONIZED STANDARDS FOR THAT PARTICUAL APPLICATION AND REFER
QUESTIONALBE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DEC ISIONS. ALL
APPLICABLE ACCESSIBILITY GUIDELINES SHALL BE FOLLOWED.
OGENERAL CONTRACTOR TO PROVIDE AND COORDINATE SIZE AND LOCATION OF ALL
EQUIPMENT AND HOUSKEEPING PADS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.
REFERENCE FUTURE BID PACKAGES
PINSTALL CONTINUOUS VAPOR BARRIER ON INSIDE FACE OF ALL EXTERIOR WALL STUDS.
QWRAP BRICK/LIMESTONE IN CORNERS, JAMBS, AND HEAD CONDITIONS WHERE REQUIRED TO
ACCOMODATE OPENINGS.
RALL CONCEALED PLYWOOD SHEATHING SHALL BE FIRE TREATED (FRT). E XTERIOR SHEATHING
SHALL ALSO BE TREATED FOR MOISTURE.
SRIGID INSULATION SHALL BE INSTALLED AT BOTH SIDES OF THE FOUND ATION WALLS. EXTEND
RIGID INSULATION UNDER FLOOR SLAB A MININMUM OF 24" INTO INTERIOR OF BUILDING.
TCOORDINATE ALL CONSTRUCTION WITH FINISH PLANS ELEVATIONS AND DETAILS, ENALRGED
PLANS, ENLARGED FLOOR PATTERN DRAWINGS.
WINSTALL FIRE TREATED WOOD BLOCKING AT ALL LOCATIONS OF CABINET RY, WALL FINISHES,
ACCOUSTICAL, TREATMENTS, M.E.P, FP AND EQUIPMENT AS REQUIRED FOR PROPER MOUNTING
AND INSTALLATION OF ASSEMBLIES. COORDINATE LOCATION OF BLOCKING PRIOR TO
INSTALLATION OF FINISHED SURFACES.
XINSTALL 6X6 W1.4X1.4 WELDED WIRE FABRIC IN LOCATIONS WHERE BATT INSULATION DOES
NOT HAVE A SUITABLE SUBSTRATE FOR ANCHORAGE. INSTALL WELDED WIRE FABRIC TO
METAL DECK AND STRUCTURAL STEEL FOR TIGHT STRUCTRUCALLY STABLE FIT. ALLOWANCE =
1000 SF
YREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS FOR
INFORMATION REGARDING FIRE RATED CONSTRUCTION.
KEY PLAN
1/8" = 1'-0"A202C
2 CLERESTORY FLOOR PLAN - AREA C
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
3Bid Package #309/16/2015
3
UP
1
2
3
4
5
6
7
2
2
2
2
2
2
2
2
2
2
55
5 5
5
8 8
5 5
8
8
8
8
8
8
8
8
8
TYP. EACH WINDOW
8
2 2
2 2
8
8 8
8
88
8
66
2 2
2 2
10
11
11
11
11
11
11
8
11
11
COURTYARD BELOW
3
3
3
A311
7
2
A521
1
A521
A522
1
3
A510
Sim
4
A510
Sim
1
A511
Sim
2
A511
Sim
3
A511
Sim
4
A511
Sim
4
A517
Sim
1
A512
Sim
2
A517
Sim
1
A517
Sim
3
A517
Sim
2
A510
Sim
1
A510
Sim
2
A519
Sim
3
A519
Sim
6
A516
Sim
5
A510
Sim
5
A510
Sim
5
A516
Sim
8
A516
Sim
2
A516
Sim
3
A518
Sim
3
A520
Sim
2
A512
Sim
1
A519
Sim
3
A512
Sim
4
A512
Sim
1
A518
Sim
2
A518
Sim
7
A518
Sim
6
A518
Sim
5
A518
Sim
1
A514
Sim
2
A514
Sim
3
A514
Sim
7
A515
Sim
4
A515
Sim
8
A514
Sim
9
A514
Sim
5
A514
Sim
5
A310
Sim
1
A515
Sim
2
A515
Sim
4
A518
Sim
5
A515
Sim
6
A515
Sim
7
A514
Sim
4
A515
Sim
3
A515
Sim
5
5
4
A533
Sim
4
A516
Sim
3
A520
Sim
2
A520
Sim
3
A521
Sim
4
A552
Sim
3
A552
Sim
6
A552
Sim
1
A513
Sim
8
8
8
8
2
8
8
8
4
4
8
8
8
8
8
8
8
8
8
8
8
8
8
2
2
8
8
6
6
6
6
66
6
6
6
6
6
6
6
6 666
6
6
6
6
6
6
6 6
66
6
9
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
5
:
5
5
A
M
C:
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4
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2
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0
0
7
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7
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9
2
0
1
5
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A203
LI
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CA
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A
ROOF PLAN
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
3/32" = 1'-0"A203
1 ROOF PLAN
GENERAL ROOFING NOTES
AALL FLASHING AND ROOF MEMBRANE SURFACES SHALL WRAP A MINIMUM OF 8” OR
GREATER ABOVE HORIZONTAL SLOPED SURFACES AND INSTALLED IN ACCOR DANCE
WITH ROOF MEMBRANE MANUFACTURER’S WARRANTY REQUIREMENTS.
BROOF MANUFACTURER SHALL SUBMIT MANUFACTURER’S STANDARD DETAILSJ FOR
ALL APPLICABLE ROOF FLASHING CONDITIONS.
CALL NEW MECHANICAL CURBS SHALL BE FLASHED ACCORDING TO ROOF
MEMBRANE MANUFACTURER’S RECOMMENDATIONS.
DPROVIDE MANUFACTURER’S STANDARD ROOF DETAILS WHERE MECHAINCAL
EQUIPMENT OCCURS.
EROOF PENITRATIONS AND EQUIPMENT SHOWN ARE NOT TO BE CONSIDERED ALL
INCLUSIVE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO FIELD VERIFY THE SITE
AND CONFIRM PENETRATIONS AND EQUIPOMENT AND THEIR LOCATIONS. FLASH
ALL ROOF PENETRATIONS IN ACCORDANCE WITH ROOFING MANUFACTURER’S
RECOMMENDATIONS. PROVIDE SADDLES AND CRICKETS TO ALLOW FOR PRO PER
DRAINAGE AROUND UNITS.
FPROVIDE SADDLES FOR JPOSITIVE DRAINAGE AROUND ROOF TOOP MECHANICAL
EQUPEMNT AND ROO HATCH IF PRESENT.
GROOF MEMBRANE – RIGID INSULATION SHALL BE 6” MINIMUM WITH 2 LAYERS OF
POLYISOCYANURATE INSULATION AS MANUFACTURED BY APPROVED ROOFING
SYSTEM MANUFACTURERS. REFERENCE ROOF PLAN AND SPECIFICATIONS FO
ADDITIONAL DETAILS.
HALL COPING, METAL FLASHING METAL COUTER FLASHIGN, SILLS, FASCIA, TRIM ETC
WHICH IS EXPOSED SHALL BE PRE-FINISHED. COLOR TO BE SELECTED BY
ARCHITECT FROM MANUFACTURERS FULL RANGE ALL LINES. REFERENCE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
JALL WOOD BLOCKING SHALL BE FIRE TREATED OR FRT-APA RATED ASSEM BLIES.
REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
KALLOW 200 SF OF 12"X12" CONCRETE ROOF PADS - DIVIDE EVENLY BET WEEN ROOF
HATCHES. ROOFING MANUFACTURE TO SUPPLY PADS AS REQUIRED TO MAITAIN
WARRANTY REQUIREMENTS.
ROOF PLAN KEYNOTES
1NEW FULLY ADHERED MEMBRANE ROOFING OVER 6” MINIMUM TAPERED RIGID
INSULATION WHERE REQUIRED. INSULATION SHALL HAVE 2 LAYERS MINIMUM
AND JOINTS SHALL BE STAGGERED. BUILD UP AS REQUIRED IN AREAS OF
NON-SLOPED STRUCTURE OR SLOPED STRUCURE AS REQUIRED FOR WATER
TIGHT CONSTRUCTION AND AS REQUIRED TO MEET WARRANTY
REQUIREMENTS.
2NEW PREFINISHED METAL PARAPET GRAVEL STOP STYLE COPING AND
ASSOCIATED FLASHING AND COUNTER FLASHING. REFERENCE
SPECIFICATIONS AND ARCHITECTURAL SECTIONS AND DETAILS FOR
ADDITIONAL INFORMATION.
3REFERENCE PLUMBING AND CIVIL DRAWINGS FOR DRAINAGE THIS AREA.
4NEW CUSTOM ROOF CURB, HATCH AND ASSOCIATED ACCESSORIES.
5GENERAL LOCATION OF BUILDING EXPANSION JOINT. ALLOW FOR EXPANSION
AND CONTRACTION WITH PARAPET, COPING, ROOF MEMBRANE, FLASHING AND
COUNTER FLASHING. INSTALL ASSEMBLY AS REQUIRED FOR WATER TIGHT
ASSEMBLY AND AS REQUIRED TO MAINTAIN WARRANTY.
6NEW ROOF DRAIN, OVERFLOW AND ASSOCIATED METAL FLASHING AND
COUNTER FLASHING. REFERENCE PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
7NEW ROOF TOP MECHANICAL DEVICE.
8NEW PREFINISHED METAL PANEL GRAVEL STOP STYLE COPING, CAP TRIM
COMPOSITE METAL PANEL TRIM CAP, ASSOCIATED FLASHING AND COUNTER
FLASHING. REFERENCE SPECIFICATIONS AND ARCHITECTURAL SECTIONS AND
DETAILS FOR ADDITIONAL INFORMATION. FLASH AND COUNTER FLASH AS
REQUIRED AT TRANSITION BACK TO ADJACENT ASSEMBLIES FOR WATER TIGHT
CONSTRUCTION AND TO MAINTAIN WARRANTY REQUIREMENTS.
9PRE-FINISHED METAL ROOF AND ASSOCIATED STRUCTURE.
10GUTTER, DOWNSPOUT, LEADERS, ELOWS AND ASSOCIATED ASSEMBLIES W/
SPLASH BLOCK.
11NEW PREFINISHED METAL PANEL GRAVEL STOP STYLE COPING AND
ASSOCIATED FLASHING. ISOLATE FROM ADJAENT DECORATIVE WOOD AND
STEEL FRAMING. REFERENCE SPECIFICATIONS AND ARCHITECTURAL
SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION. FLASH AND COUNTER
FLASH AS REQUIRED AT TRANSITION BACK TO ADJAENT ASSEMBLIES FOR
WATER TIGHT CONSTRUCTION AND TO MAINTAIN WARRANTY REQUIREMENTS.
#
NO.DESCRIPTIONDATE
DN 1
A540
STAIR
B124
2
A540
3
A540
BA
B4.3
B4.8
BA.6
S6B.D.A
S6B.D.A
S3A.D
3"3"8' - 9 1/2"
3"3"
9 1/2"
14' - 1 1/2"
8 5/8"
10 TREADS @ 11"
9' - 2"
B124
1' - 0"
3' - 10 3/8"
UP
0"
LINE OF STAIR
LANDING AND
EDGE OF
WALL ABOVE
S3
C
.
D
STAIR ABOVE
4' - 2 1/2"
S3B.D.A
S3B.D.A
3
3
3
STAIR
C102
1
A543
2
A543A314
6
C7.9
CD
C8
CC
C8.5
C102
S6
B
.
D
.
1
.
A
DN
UPLANDING
9' - 2"
2 TREADS @ 11"
1' - 10"
4' - 0 7/8"4 5/8"2"
UP
1' - 8"
1' - 0"1' - 0"1'
-
0
1
/
2
"
3'
-
8
"
.
3"
O
R
L
E
S
S
3'
-
8
"
.
S6
C
.
D
1' - 0"1' - 0"
18 TREADS @ 11"
0"
CL
E
A
R
CL
E
A
R
4' - 5 1/2"
15' - 5 1/2"
7'
-
7
"
.
CL
E
A
R
1
A541
STAIR
C101
4
A541 C3.1
CD
CC
C2.5
3'
-
8
"
.
3"
.
3'
-
8
"
.
1'
-
0
5
/
8
"
1'
-
3
1
/
8
"
UP
12 TREADS @ 11"
DN
11 TREADS @ 11"
DN
12 TREADS @ 11"
5' - 3 3/4"
4' - 8 1/2"
1' - 0"3"
6"
1' - 0"
1' - 0"
S6
B
.
D
.
1
.
A
S6B.D.1.A
S6
C
.
D
S3
C
.
D
.
A
S6
C
.
D
1' - 8"
-5' - 9 1/2"
S2
Y
.
D
.
1
.
A
3' - 10".
CLEAR
7' - 7"
CLEAR FACE OF GYP.
OR
L
E
S
S
11' - 0"7 1/4"3' - 8"9 1/2"
MIN
1 1/2"
MIN
1 1/2".
CL
E
A
R
CL
E
A
R
1
A517
3
A542
3
A542
2
A550
1
A550
MAIN STAIR
B133
1
A542
2
A542
A315
2
A550
3 Sim
BB
BC
B1
B1.6
C8E.D
C8E.D
C8E.D
C8F.D.1
S3E.D.2.A
S3E.D.2.A
S3E.D.2
CS6A.D
8' - 4"
5' - 9"
11"
5' - 3 1/2"
5
A542
9"
3' - 8"
9"
5 7/8"
4' - 9 3/8"
2 TREADS @ 11"
1' - 10"
9"
6"
3 1/8"
8".
8"
1 3/8"
6' - 6 1/2"
6' - 6 1/2"
11' - 8"
11' - 8"
5
A542
Sim
6"5"
2T @ 11"
1' - 10"
3' - 0"
NOSING
2' - 7"
3' - 0"
5"
2 TREADS @ 11"
1' - 10"
9"
3' - 8"
6
A542
7
A542
CLEAR
4' - 7 1/2"
CLEAR
4' - 7 1/2"
SLAB EDGE
6' - 2"
SLAB EDGE
14' - 11 1/2"
SLAB EDGE
6 1/2"
1' - 0"
2"
4 TREADS @ 11"
3' - 8"
9 TREADS @ 11"
8' - 3"
SLAB
EDGE
SLAB
EDGE
6' - 1 1/4"
1 3/4".
1' - 6"
0"
2 HOUR FIRE
RATED
ENCLOSURE
2 HOUR FIRE
RATED
ENCLOSURE
EQ
EQ
EQ
CONTROL
JOINT -
EQUALLY
SPACED
CONTROL
JOINT -
EQUALLY
SPACED
EDGE/TRANSITION OF
TERRAZZO FLOORING -
ALIGN AT CORNERS OF
END WALLS AS
INDICATED
ELEVATOR PIT LADDER -
COORDINATE EXACT LOCATION
AND TYPE WITH ELEVATOR
MANJUFACTURER - REFERENCE
SPECIFICATIONS
2
A551
1
A551
REFERENCE LIBRARY
C100
PASSAGE
C105
4
A542
A314
8
A314
11
A314
14
A314
3
2
A520
A314
12
A314
15
A620
6
5
7
8
A610
13
CE
C5.1 C5.9
CD
A3
10' - 3 1/8"10 1/4"
11' - 1 3/8"9' - 0"9' - 0"
1' - 0 1/2"
1' - 0 3/4"
8' - 7 1/2"
2 1/8"
8"
7' - 10 3/4"
8"
6 7/8"
2' - 1 1/4"
1' - 0 1/2"
1' - 0 3/4"
2' - 1 1/4"
1' - 1 7/8"
7' - 0 3/8"
8' - 9"
S3C.DS3C.D
S6C.D
C8A.D.2.AC8A.D.2.A
8"11"3' - 10"3' - 11"8"
6 7/8"
2 TREADS @ 11" =
1' - 10"
2 TREADS @ 11" =
1' - 10"
21' - 8"
5' - 11 1/4"6' - 1 1/2"5' - 11 1/4"
1' - 6 1/4"
1' - 0 3/8"
1' - 0"
1' - 0"
1' - 8"
0"
1' - 8"
A621
7
1
0
.
0
0
°
6' - 3 7/8"
S6A.D
S3C.D S3C.D
S6C.D
6"6 "CONTROL
JOINT
CONTROL
JOINT
CONTROL JOINT -
ALIGN TOP END
UNDER RAILING AS
INDICATED
CONTROL JOINT -
ALIGN TOP END
UNDER RAILING AS
INDICATED
EDGE/TRANSITION
OF TERRAZZO
FLOORING - 12"
BEYOND TOP
NOSING
3
A542
STAIR
B200
2
A550
1
A550
1
A542
2
A542
3
A517
A550
3
C8E.D
C8E.D
C8F.D.1
S3A
S3A.D
8' - 8 7/8"
8' - 9 1/2"
4 TREADS @ 11"
3' - 8"
9 TREADS @ 11"
8' - 3"
5' - 0 5/8"
4' - 5 3/8"
4' - 5 3/8"
2"
2"
2"
1' - 0"
1' - 0"
3"
1' - 0"
1' - 0"
1' - 0"
8 5/8"
4' - 3 1/2"
9' - 10 1/2"
12' - 8"
DN
STORAGE
B217
B217
4' - 8"4 1/2"
1 1/2"
2 HOUR FIRE
RATED
ENCLOSURE
1
A540
2
A540
A313
8
A313
9
BA
B4.3
B4.8
BA.6
S6B.D.1.A
S6B.D.1.A
S3A.1
B228
3"
3' - 1"
9 1/8"
10 1/8"
3"3"8' - 9 1/2"
3"3"
3' - 8 1/8"
1' - 0"
10 TREADS @ 11"
9' - 2"
1' - 0"8 5/8"
1' - 0"
1' - 0"
DN
6' - 4"
3' - 10 3/8"
3' - 10 3/8"
DIMENSION TAKEN
FROM FACE OF GYP
TO OUTSIDE
STRINGER
1 1/2"
4' - 11 7/8"
4' - 6 3/8"
1 1/2"
4' - 2 1/2"
11 1/2"
ORLESS
CLEAR FACE
OF GYP.
S3B.D.A
S3B.D.A3
3
1
A543
STAIR
C202
2
A543
C7.9
CD
C8
CC
C8.5
S6
B
.
D
.
1
.
A
DN
12 TREADS @ 11"
UP
7' - 4"
4 TREADS @ 11"
3' - 8"3' - 11 1/2"
6 1/8"
5 7/8"
6 5/8"
3' - 8".
3".
3' - 8".
1' - 0"1' - 0"
9' - 1 1/2"12' - 0"
S2
Y
.
D
.
1
.
A
15' - 7 1/4"
7' - 7". CLEAR
OR
L
E
S
S
CL
E
A
R
C
L
E
A
R
3' - 8".
CLEAR
3
1
A541
STAIR
C201
4
A541 C3.1
CD
CC
C2.5
S6B.D.1.AS6B.D.1.A
LS
6
B
.
D
.
1
.
A
3' - 11 1/2"
4 TREADS @ 11"
3' - 8"7' - 4"2"
UP3' - 8".
3".
3' - 8".
1' - 0 5/8"
6 1/8"
DN
12 TREADS @ 11"
1' - 0"1' - 0"
1' - 0"
S6
C
.
D
S6
C
.
D
12' - 0"
9' - 1 1/2"
S2
Y
.
D
.
1
.
A
3' - 8".
CL
E
A
R
CLEAR FACE OF GYP.
O
R
L
E
S
S
1 3/8"
7' - 7"
CL
E
A
R
F
A
C
E
O
F
G
Y
P
T
O
F
A
C
E
O
F
G
Y
P
5' - 3 3/4"
CL
E
A
R
A314
7
2
A551
1
A551
CE
C5.1
C8A.D.1.A
C8
A
.
D
.
1
.
A
7' - 5 5/8"
5 1/8"
7' - 10 3/4"
8' - 8"
S1FA.A
S1
F
A
.
A
1
A541
4
A541 C3.1
CD
C2.5
STAIR
C014
REFERENCE LIBRARY
C001
C014A
C014B
S3C
S6
C
.
D
S3C.D
S6
A
.
D
S6
C
.
D
S6A.D
S6
A
.
D
S6
A
.
D
S6
B
.
D
.
1
.
A
4' - 0 1/4"
3' - 8".
1' - 0 5/8"
1' - 8 1/8"3' - 9 1/2"1' - 10 1/4"5' - 0"
UP
11 TREADS @ 11"
4' - 9 1/8"6"5' - 5 1/4"
-12' - 8"
LOCATE WALL WHERE
HEADROOM CLEARS
7'-0"
S3C
S3CCLEAR
7' - 7"1' - 0"
1' - 0"CL
E
A
R
1
A543
2
A543
C7.9
CD
C7 C8
CC
C8.5C7.5
STAIR
C005
CHEM PUMP
C006
CORRIDOR
C004
3' - 8".
2 TREADS @ 11"
1' - 10"3' - 1 1/2"
1' - 0"1' - 0"
1' - 0"
1' - 8 1/8"
1' - 0 5/8"
3' - 8".3".
3' - 8".
1' - 0"
UP18 TREADS @ 11"
UP S6
B
.
D
.
1
.
A
S3C.D
S6B.D.1.A
S6
C
.
D
S6
C
.
D
S6A.D
S6
A
.
D
S6
A
.
D
C005
-10' - 11 1/4"
-12' - 8"
CL
E
A
R
C
L
E
A
R
O
R
L
E
S
S
3' - 10".
7' - 7"
CL
E
A
R
4' - 6"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
6
:
2
4
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A210
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
ENLARGED FLOOR
PLANS
4522-0007
09/18/15
JS
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A210
2 STAIR B124 - BASEMENT
1/4" = 1'-0"A210
7 STAIR C102 (FIIRST FLOOR)
1/4" = 1'-0"A210
10 STAIR C101 - FIRST FLOOR
1/4" = 1'-0"A210
1 ENLP - STAIR B133
1/4" = 1'-0"A210
4 ENLP - LIBRARY C100/ ELEVATOR 002
1/4" = 1'-0"A210
5 STAIR B200 - SECOND FLOOR
1/4" = 1'-0"A210
3 STAIR B228 - FIRST FLOOR
1/4" = 1'-0"A210
8 STAIR C202 (SECOND FLOOR)
1/4" = 1'-0"A210
11 STAIR C201 - SECOND FLOOR
1/4" = 1'-0"A210
12 ENLP - ELEVATOR 002
1/4" = 1'-0"A210
9 STAIR C014 - BASEMENT
1/4" = 1'-0"A210
6 STAIR 005 - BASEMENT
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
2Addendum #207/20/2015
3Bid Package #309/16/2015
1
2
2
2
2
2 2
222
UNISEX RESTROOM
C113
2
14
6
5
4
1315
1
1'
-
6
"
4'
-
6
"
C3.1
C2.5
A641
4
2
1
3
3
90.00°
2'
-
5
5
/
8
"
7'
-
6
"
1' - 6 5/8"3 5/8"
C113
S3C.D.AS6B.D.A
S3B.D.A
S3B.D.A
S6B.D.A
EXTEND ACOUSTICAL
INSULATION TO
ADJACENT WALL
8' - 5 3/4"
PROVIDE "Z" REVEAL
AT GYPSUM BOARD
AND LIMESTONE
CONNECTION
S3G.D.A
3
MENS
D117
WOMEN
D113
SHOWER
D116
SHOWER
D114
9
9
15
2
14
2
1 ' - 4 "
6 ' - 7 "
3 ' - 2 "
2
5
6
4
2
15
9
9
3 ' - 1 "
6 ' - 6 3 /4 "
1 ' - 4 "
4 "
1 ' - 6 "1 "1 ' - 6 "1 ' - 6 "1 "
6 ' - 3 3 /4 "
14
2
14
6
5
4
10
10
5
'
-
0
7
/
8
"
1 ' - 8 "
1 ' - 8 "
1 "3 ' - 0 "1 "
6 ' - 4 "
1 ' - 7 "
1 ' - 9 1 /8 "
4 "
1
3
3
2
2
D3.5
D3
DA.9
S3G.D.A
S6D.A
S6D.A
S6D.A
S6B.D.A
S6B.D.A
S6B.A S6A.D
S6A.D
S6B.D.A
A642
4
A642 6
7
8
5
1
2
3
A642
13A642
11
14
16
15
10
12
9
3
3
33
1
A652
S6D.A
3
3
S6C.D.A
3
3
3
3
S6C.D.A
3
1
A652
Sim
6 ' - 7 1 /2 "
3 5 /8 "3 5 /8 "3 ' - 1 1 3 /8 "
7 3 /4 "
1 ' - 4 7 /8 "
4 7 /8 "6 ' - 1 3 /4 "
3 3 /4 "
4 "
7
'
-
2
1
/
8
"
8 1 /4 "
1
'
-
3
3
/
4
"
3
'
-
0
7
/
8
"
1
'
-
8
"
3
'
-
0
"
9
'
-
8
1
/
8
"
7
1
/
4
"
6
'
-
1
0
"
7
1
/
4
"
9
'
-
6
7
/
8
"
6 5 /8 "
3 3 /8 "
1 2 ' - 7 3 /4 "
2 7 /8 "
3 1 /8 "
7 7 /8 "
3
'
-
0
"
5
'
-
2
5
/
8
"
D117B
D
1
1
7
A
D116
D
1
1
3
A
D114
D113B
3
6 ' - 0 "
6 ' - 0 "
2
'
-
5
1
/
2
"
2
'
-
5
1
/
2
"
11
11
S
L
O
P
E
S
L
O
P
E
17
16
16
17
16
16
S3G.D
S3G.D
S3G.D
S6G.D
3
S6G.D
S6A.D
3
3
3
3
S3G.D.A
S3G.A
3
3
5
'
-
0
"
5 ' - 4 ". C L E A R
C L E A R
5 ' - 4 ".
3
MEN
A112
WOMEN
A113
1313
15
15
4
4
6
2
14
5
1
1
14
2
6
5
4' - 8"
1' - 4"
4' - 8"
1' - 4"
A4.9
A4.1
AG
A641
20
19
17
18
A641
16
15
14
13
3
3
S6D.D.A
S6D.D.A
LS6A.D.A
LS6B.D.A
LS6A.A
S3B.D.A
S3G.D.A
S3G.D.A
3
3
3
3
3
3 1/2"
3/4"
4 3/4"
16' - 4"
1' - 3 1/4"
3/4"
4"
5' - 0"
2"
HARDWOOD
TRIM
HARDWOOD
TRIM
1 1/4"
5/8"
7' - 10 3/4"
4 7/8"
7' - 8 3/8"5/8"1 1/2"
1"
3 5/8"
8 7/8"
6"
3/4"
3 1/2"
3"
3
A641
9
A6416
WOMEN
B110
MEN
B111
3' - 1"
5' - 3"
1' - 4"
3' - 0"
1"
3' - 0"
1"
5' - 0 5/8"
1' - 8"
1' - 8"
14265
4 4
5
2 6
2
14
2
2
14
15
9
9
15
15
15
9
9
7
7
3
3"
2' - 6"
7"
2' - 6"
3"
3"
1
1
BC
B2
AF
B1.6
AG
B2.4
S3B.A
S3B.D.A
S3G.D.A
S3G.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S6F.D.A
2 1/2"
8
5
11
12
7
10
3
3
3
3
3
3
3
3
B111
B110
A653
15
A653
17
S3B.D.A
S3B.D.A
S3C.D
3
3
3
3
3
3
S3A.D
S3A.D
7/8"
5' - 6 3/8"
8' - 6 1/4"
5' - 5 3/8"
3 1/2"
CLEAR
3' - 7" MIN
5' - 2".
1' - 3 1/2" -
4"
23' - 0 5/8"
4 3/4"
6' - 0".
CLEAR
4' - 0"
CLEAR
4' - 0"
8 1/2"5' - 2".
4' - 1".
8' - 9"
2' - 0"
2' - 0"
6' - 0".
5' - 10 3/8"
9' - 3"
5' - 0"
5' - 0"
C8E.D
WOMEN
B216
MEN
B215
5
26
4
14
2
14
2
7
3
15
15
9
9
14
3' - 1"
5' - 3"
1' - 4"
5' - 0"
1"
1' - 8"
1' - 8"
3' - 0"
1"
3' - 0"
1"
5' - 0 5/8"
5' - 2"
5' - 0"
5' - 2".
2
5
6
6
4
15
15
9
9
7
4"
1
1
BC
B2
AF
B1.6
AG
B2.4
S3B.D.A
S3B.D.A
S3G.D.A
S3G.D.A
S3B.D.A
S3B.D.A
S3B.D.A
S6F.D.A
C8E.D
S3B.D.A
S3B.D.A
3
3
3
3
3
3
3
3
3
A653
15
A653
17
A641
8
7
5
6
A641
12
9
11
10
S3B.D.A
S3C.D
33
3
33
S3A.D
S3A.D
8' - 9"
CLEAR
3' - 7" MIN
4' - 1"
4 3/4"
23' - 0 5/8"
5' - 10 3/8"
6' - 0"
2 1/2"
5' - 6 3/8"
8' - 5 5/8"
5' - 6"
3 1/2"
B216
B215
2' - 0"
2' - 0"
9' - 3"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
6
:
4
7
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
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s
\
4
5
2
2
-
0
0
7
_
L
i
b
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t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A211
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
ENLARGED TOILET
ROOM PLANS
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
3/8" = 1'-0"A211
1 ENLP - RESTROOM C113
3/8" = 1'-0"A211
3 ENLP - RESTROOMS D113/D117
3/8" = 1'-0"A211
4 ENLP - RESTROOMS A112/A113
3/8" = 1'-0"A211
5 ENLP - RESTROOMS B110/B111
3/8" = 1'-0"A211
6 ENLP - RESTROOMS B215/B216
ACCESSORY SCHEDULE
MarkDescriptionManufacturerModelMounting Height A.F.F.
1Mirror with Stainless Steel Channel FrameBobrickB-165 2430Center on lavatory
2Surface Mounted Multi-Roll Toilet Paper DispenserBobrickB-2888 Center at 19" Min.
3Semi-Recessed Sanitary Napkin DispenserBobrickB-47064-50
41 1/2" diameter x 36" long stainless steel grab barBobrickB-6806 36Center at 36"
51 1/2" diameter x 42" long stainless steel grab barBobrickB-6806 42Center at 36"
61 1/4" diameter x 18" long stainless steel grab bar (Vertical)BobrickB-6806 18
7Electric Hand DryerBobrickB-715
8Full Length MirrorBobrickB-290 2472
9Counter Mounted Soap DispenserBobrickB-8263
10Towel PinBobrickB-677
12Shower Curtain and RodBobrickB-6107 & B-204-3
13Soap DispenserBobrickB-4112
14Sanitary Napkin Disposal UnitBobrickB-270
15Recessed Paper Towel DispenserBobrickB-35903
161 1/2" diameter x 24" long stainless steel grab barBobrickB-6806 24
171 1/2" diameter x 54" long stainless steel grab barBobrickB-6806 54
#TOILET ROOM PLAN KEYNOTES
1CEILING MOUNTED TOILET PARTITIONS
2OWNER PROVIDED BENCH
3ACCESSIBLE SHOWER ASSEMBLY W/ CERAMIC TILE SURROUND
GENERAL TOILET ROOM PLAN NOTES
AALL DIMENSIONS ARE TAKEN FROM FINISHED WALL SURFACE UNLESS NOT ED
OTHERWISE.
BALL TOILET ROOM DEVICES, FIXTURES AND EQUIPMENT SHALL MEET
JURISDICTION HAVING AUTHORITY ACCESSIBILITY STANDARDS.
CREFERENCE SHEET A010 FOR STANDARD DETAILS AND MOUNTING HEIGHTS.
D.ALL PAINT FINISHES IN TOLET ROOMS SHALL BE EXPOXY. REFERENCE FINISH
DRAWINGS FOR ADDITIONAL INFORMATION.
E.WALL BASES SHALL BE INSTALLED PER CODE AND JURISDICTION HAVING
AUTHORITY STANDARDS IBC 1210.2.1. MINIMUM 4" REFERENCE FINISH DRAWINGS
FOR ADDITIONAL INFORMATION.
NO.DESCRIPTIONDATE
3Bid Package #309/16/2015
COMBINATION UTILITY SHELF/ MOP AND BROOM HOLDER - BOBRICK - B239 X 34 - QUANTITY 3
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
4
8
:
0
9
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
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\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
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N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A300
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
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R
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CA
R
M
E
L
,
I
N
D
I
A
N
A
EXTERIOR
ELEVATIONS
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/16" = 1'-0"A300
1 OVERALL - EAST
1/16" = 1'-0"A300
2 OVERALL - WEST
1/16" = 1'-0"A300
3 OVERALL - NORTH
1/16" = 1'-0"A300
4 OVERALL - SOUTH
NO.DESCRIPTIONDATE
INDIANA LIMESTONE
VENEER
GLASS AND ALUMINUM CURTAIN WALL ASSEMBLY
GLASS AND ALUMINUM VS-1 CURTAIN WALL ASSEMBLY BEYOND
METAL PANEL
SYSTEM
LAMINATED WOOD 'TREE'
COLUMN
PREFINISHED METAL COPING
18
'
-
2
"
.
"AMAGI" - INSCRIBED INTO STONE - COORDINATE EXACT
SCRIPT WITH ARCHITECT AND LIBERTY FUND PRIOR TO
FABRICATION.
CEDAR SUN SCREEN
AND ASSOCIATED
KYNAR COATED
STEEL FRAME.
CEDAR SUN SCREEN
AND ASSOCIATED
KYNAR COATED
STEEL FRAME.
REFERENCE 4/A321
FOR ENLARGED
ELEVATION.
REFERENCE 4/A321
FOR ENLARGED
ELEVATION.
A322
8
CONTINUOUS ALUMINUM LOUVER ASSEMBLY
26
'
-
6
"
.
PREFINISHED METAL COPING
BRICK ROWLOCK
COURSE - "1"
BRICK VENEER - "1"BRICK
VENEER
PATTERN - "2"
METAL PANEL SYSTEM BEYOND
GLASS AND ALUMINUM CURTAIN WALL/
STOREFRONT ASSEMBLY AND SUN
SCREEN ALTERNATES TYPICAL OFFICE
WING ASSEMBLIES - REFERENCE FLOOR
PLANS AND A601 THRU A602 FOR
ADDITIONAL INFORMATION.
SKYLIGHT ASSEMBLY BEYOND
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
CEDAR SUN SCREEN
AND ASSOCIATED
KYNAR COATED
STEEL FRAME.
A322
7
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SEALANT
AND BACKER ROD - ALIGN
W/ CENTER LINE OF
MULLION
CONTINUOUS VERTICAL CONTROL JOINT W/
CONTINUOUS SEALANT AND BACKER ROD -
ALIGN W/ CENTER LINE OF MULLION
BRICK VENEER - "1"
METAL PANEL SYSTEM
BRICK ROWLOCK
COURSE - "1"
BRICK VENEER
PATTERN - "2"
PREFINISHED METAL
COPING
GLASS AND ALUMINUM CURTAIN WALL/
STOREFRONT ASSEMBLY AND SUN
SCREEN ALTERNATES TYPICAL OFFICE
WING ASSEMBLIES - REFERENCE FLOOR
PLANS AND A601 THRU A602 FOR
ADDITIONAL INFORMATION.
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
CEDAR SUN SCREEN
AND ASSOCIATED
KYNAR COATED
STEEL FRAME.
CEDAR SUN SCREEN
AND ASSOCIATED
KYNAR COATED
STEEL FRAME.
METAL PANEL SYSTEM
GLASS AND ALUMINUM CURTAINWALL ASSEMBLY PREFINISHED METAL COPING
BRICK
ROWLOCK
COURSE -
"1"
BRICK VENEER - "1"BRICK VENEER PATTERN -
"2"
ALUMINUM LOUVER ASSEMBLY
26
'
-
6
"
.
METAL PANEL SYSTEM BEYOND
GLASS AND ALUMINUM SYSTEM - REFERENCE FLOOR PLANS
AND A601 - A603 FOR ADDITIONAL INFORMATION.
GLASS AND ALUMINUM CURTAIN
WALL/ STOREFRONT ASSEMBLY AND
SUN SCREEN ALTERNATES TYPICAL
OFFICE WING ASSEMBLIES -
REFERENCE FLOOR PLANS AND A601
THRU A602 FOR ADDITIONAL
INFORMATION.
A604
1A604
2CONTINUOUS ANGLE OPTION - TYP
AT GLAZED OPENINGS AROUND
OFFICE WING
ANCHOR BRACKET OPTION -
TYP AT GLAZED OPENINGS
AROUND OFFICE WING
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SEALANT
AND BACKER ROD - ALIGN
W/ CENTER LINE OF
MULLION CONTINUOUS VERTICAL CONTROL
JOINT W/ CONTINUOUS SEALANT
AND BACKER ROD - ALIGN W/
CENTER LINE OF MULLION
CONTINUOUS VERTICAL CONTROL
JOINT W/ CONTINUOUS SEALANT
AND BACKER ROD - ALIGN W/
CENTER LINE OF MULLION
METAL PANEL SYSTEM
METAL PANEL SYSTEM
METAL PANEL SYSTEM - BEYOND
GLASS AND ALUMINUM SYSTEM - REFERENCE FLOOR PLANS
AND A601 - A603 FOR ADDITIONAL INFORMATION.
CEDAR SUN SCREEN
AND ASSOCIATED
KYNAR COATED
STEEL FRAME.
REFERENCE 1/A321
FOR ENLARGED
ELEVATION.
METAL PANEL SYSTEM
METAL PANEL SYSTEM BEYOND
GLASS AND ALUMINUM SYSTEM - REFERENCE
FLOOR PLANS AND A601 - A603 FOR
ADDITIONAL INFORMATION.
12
'
-
8
"
CEDAR SUN SCREEN AND
ASSOCIATED KYNAR COATED
STEEL FRAME.
COORDINATE LOCATION OF
CONCRETE STOOP WITH CIVIL
AND LANDSCAPE.
REFERENCE 3/A321
FOR ENLARGED
ELEVATION.
METAL PANEL SYSTEM
METAL PANEL SYSTEM BEYOND
GLASS AND ALUMINUM SYSTEM - REFERENCE
FLOOR PLANS AND A601 - A603 FOR ADDITIONAL
INFORMATION.
CEDAR SUN SCREEN AND ASSOCIATED KYNAR
COATED STEEL FRAME.
REFERENCE 7/A321 FOR
ENLARGED ELEVATION.
INDIANA LIMESTONE VENEER
PREFINISHED METAL COPING
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND
MASONY AND ASSOCIATED
PATTERN TO GRADE
AND BELOW.
PREFINISHED METAL COPING
METAL PANEL SYSTEM
INDIANA LIMESTONE VENEER
LAMINTED WOOD 'TREE COLUMN'
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
CEDAR SUN SCREEN
AND ASSOCIATED
KYNAR COATED
STEEL FRAME.
METAL PANEL SYSTEM BEYOND
GLASS AND ALUMINUM SYSTEM - REFERENCE
FLOOR PLANS AND A601 - A603 FOR
ADDITIONAL INFORMATION.
REFERENCE 4/A321
FOR ENLARGED
ELEVATION.BRICK
ROWLOCK
COURSE - "1"
BRICK VENEER - "1"
BRICK VENEER
PATTERN - "2"
BRICK
ROWLOCK
COURSE - "1"
BRICK VENEER - "1"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
:
1
3
:
2
7
P
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
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s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A301
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
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E
R
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CA
R
M
E
L
,
I
N
D
I
A
N
A
EXTERIOR
ELEVATIONS
4522-0007
09/16/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A301
1 ENTRY - EAST
1/8" = 1'-0"A301
2 OFFICE WING - EAST
1/8" = 1'-0"A301
4 OFFICE WING - NORTH
1/8" = 1'-0"A301
3 OFFICE WING - WEST
1/8" = 1'-0"A301
5 OFFICE C108 - NORTH
1/8" = 1'-0"A301
6 OFFICE C108 - WEST
1/8" = 1'-0"A301
7 OFFICE C111 - EAST
1/8" = 1'-0"A301
8 ENTRY - SOUTH (NORTH OPP HAND)
1/8" = 1'-0"A301
9 ENTRY - EAST 2
1/8" = 1'-0"A301
10 Elevation 17 - a
1/8" = 1'-0"A301
11 Elevation 17 - c
NO.DESCRIPTIONDATE
INDIANA LIMESTONE VENEER
METAL PANEL SYSTEM
INDIANA LIMESTONE VENEER
GLASS AND ALUMINUM VS-1
CURTAIN WALL ASSEMBLY
STAINLESS STEEL SUN SCREEN
SYSTEM W/ ETCHED ARTWORK
30
'
-
0
"
3'
-
0
"
33
'
-
0
"
PRE FINISHED METAL COPING
1'
-
0
"
1'
-
0
"
21
'
-
4
"
COORDINATE LOCATION OF
CONCRETE STOOP W/ CIVIL
AND LANDSCAPE.
CONTINUOUS VERTICAL
CONTROL JOINT - IN CORNER W/
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT W/ CONTINUOUS
SEALANT AND BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT W/ CONTINUOUS
SEALANT AND BACKER ROD
A322
1
A322
2
A322
3
INDIANA LIMESTONE
VENEER
METAL PANEL SYSTEM INDIANA LIMESTONE VENEER
GLASS AND ALUMINUM VS-1 CURTAIN WALL ASSEMBLY
STAINLESS STEEL SUN SCREEN
SYSTEM W/ ETCHED ARTWORK
27
'
-
1
3
/
8
"
3'
-
0
"
30
'
-
0
"
PRE FINISHED METAL COPING
CONTINUOUS VERTICAL
CONTROL JOINT - IN CORNER W/
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT W/ CONTINUOUS
SEALANT AND BACKER ROD
FRONT PANELS NOT
SHOWN FOR CLARITY
INDIANA LIMESTONE VENEER
METAL PANEL SYSTEMGLASS AND ALUMINUM VS-1 CURTAIN WALL ASSEMBLY BEYOND
STAINLESS STEEL SUN SCREEN
SYSTEM W/ ETCHED ARTWORK
30
'
-
8
"
3'
-
0
"
33
'
-
8
"
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SLEANT AND
BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SLEANT AND
BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SLEANT AND
BACKER ROD A322
4
A322
5
A322
6
DECORATIVE BUILT UP 2X AND
STEEL FRAME CEDAR SCREEN AND
GATE ASSEMBLYBRICK VENEER - "1"
METAL PANEL SYSTEM
BRICK SCREEN WALL - "1"BUILT UP 2X CEDAR COLUMNS
METAL PANEL SYSTEM GLASS AND ALUMINUM GLAZING SYSTEM - STOREFRONT
PRE FINISHED ALUMINUM LOUVER ASSEMBLIES GLASS AND ALUMINUM
GLAZING SYSTEM -
REFERENCE FLOOR PLANS
AND A601 THRU A603
10
'
-
0
"
PRE FINISHED METAL COPING
13
'
-
5
"
.
18
'
-
2
"
.
2'
-
2
"
.
BRICK ROWLOCK COURSE - "1"
PRE FINISHED METAL COPING
GRADE LINE - FOR
GENERAL REFERENCE -
EXTEND MASONY AND
ASSOCIATED PATTERN
TO GRADE AND BELOW.
KYNAR COATED METAL
DUMPSTER ROOF
ENCLOSURE
REFERENCE 5/A320 FOR
ENLARGED ELEVATION.
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SLEANT AND
BACKER ROD
10
'
-
0
"
METAL PANEL SYSTEM
BRICK VENEER - "1"
METAL PANEL SYSTEM
PREFINISHED METAL
COPING
PREFINISHED METAL
COPING
BRICK VENEER PATTERN - "2"BRICK
ROWLOCK
COURSE - "1"
METAL PANEL SYSTEM
2'
-
2
"
.
DECORATIVE BUILT UP 2X AND
STEEL FRAME CEDAR SCREEN AND
DOOR ASSEMBLY
GLASS AND ALUMINUM
GLAZING SYSTEM -
REFERENCE FLOOR PLANS
AND A601 THRU A603
GLASS AND ALUMINUM
GLAZING SYSTEM -
REFERENCE FLOOR PLANS
AND A601 THRU A603
18
'
-
2
"
.
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
CEDAR SUN SCREEN AND
ASSOCIATED KYNAR
COATED STEEL FRAME
PREFINISHED METAL
COPING
REFERENCE 4/A320 FOR ENLARGED ELEVATIONS.
CONTINUOUS VERTICAL CONTROL JOINT W/
CONTINUOUS SEALANT AND BACKER ROD
MATCH BRICK
PATTERN SHOWN ON
DETAIL 8 THIS SHEET
FOR THIS AREA
OPPSITE SIDE.
13
'
-
5
"
.
18
'
-
2
"
.
METAL PANEL SYSTEM
BRICK SCREEN WALL - "1"
PRE FINISHED METAL COPING
2'
-
2
"
.
METAL PANEL SYSTEM BEYOND
GLASS AND ALUMINUM SYSTEM -
REFERENCE FLOOR PLANS AND
601 THRU 603 FOR ADDITIONAL
INFORMATION.
GLASS AND ALUMINUM
GLAZING SYSTEM -
REFERENCE FLOOR PLANS
AND A601 THRU A602
PRE FINISHED METAL COPING
BRICK VENEER
PATTERN - "2"
BRICK VENEER - "1"BRICK ROWLOCK
COURSE - "1"
BUILT UP 2X DECORATIVE
CEDAR COLUMNS
BRICK VENEER - "1"DECORATIVE BUILT UP 2X AND
STEEL FRAME CEDAR SCREEN AND
GATE ASSEMBLY GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
CEDAR SUN SCREEN AND
ASSOCIATED KYNAR
COATED STEEL FRAME.
REFERENCE 4/A320 FOR
ENLARGED ELEVATIONS.
REFERENCE 4/A321 FOR
ENLARGED ELEVATION
21' - 4" +-21' - 4" +-.
CONTINUOUS VERTICAL CONTROL JOINT W/
CONTINUOUS SEALANT AND BACKER ROD
CONTINUOUS VERTICAL CONTROL JOINT W/
CONTINUOUS SLEANT AND BACKER ROD
METAL PANEL SYSTEM
METAL PANEL SYSTEM BEYOND
GLASS AND ALUMINUM SYSTEM -
REFERENCE FLOOR PLANS AND
601 THRU 603 FOR ADDITIONAL
INFORMATION.
METAL PANEL SYSTEM
CEDAR SUN SCREEN AND
ASSOCIATED KYNAR
COATED STEEL FRAME.
REFERENCE 1/A321 SIMILAR
FOR ENLARGED ELEVATION.
METAL PANEL SYSTEM
12
'
-
8
"
METAL PANEL SYSTEM BEYOND
GLASS AND ALUMINUM SYSTEM -
REFERENCE FLOOR PLANS AND
601 THRU 603 FOR ADDITIONAL
INFORMATION.
CEDAR SUN SCREEN AND
ASSOCIATED KYNAR
COATED STEEL FRAME.
REFERENCE 6/A321 FOR
ENLARGED ELEVATION
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
:
4
5
:
1
4
P
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
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e
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t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A302
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
EXTERIOR
ELEVATIONS
4522-0007
09/16/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A302
1 LIBRARY - NORTH
1/8" = 1'-0"A302
3 LIBRARY - SOUTH
1/8" = 1'-0"A302
2 LIBRARY - WEST
1/8" = 1'-0"A302
4 HOSPITALITY - SOUTH
1/8" = 1'-0"A302
6 HOSPITALITY - WEST
1/8" = 1'-0"A302
8 HOSPITALITY - EAST
1/8" = 1'-0"A302
5 OFFICE C111 - SOUTH
1/8" = 1'-0"A302
7 OFFICE C111- WEST
NO.DESCRIPTIONDATE
GLASS AND ALUMINUM SYSTEM -
REFERENCE FLOOR PLANS AND A601 - A603
FOR ADDITIONAL INFORMATION.
OUTLINE OF ENTRY
MASSING
GLASS AND ALUMINUM
CURTAIN WALL ASSEMBLY
WITH STAGGERED GLAZING
AND SUN SCREENS.
TYPICAL - REFERENCE
FLOOR PLANS AND A601
THRU A602 FOR ADDITIONAL
INFORMATION.
GLASS AND ALUMINUM CURTAIN WALL/
STOREFRONT ASSEMBLY AND SUN
SCREEN ALTERNATES TYPICAL OFFICE
WING ASSEMBLIES - REFERENCE FLOOR
PLANS AND A601 THRU A602 FOR
ADDITIONAL INFORMATION.
BRICK VENEER - "1"
PREFINISHED METAL
COPING
CONTINUOUS ALUMINUM LOUVER
ASSEMBLY
METAL PANEL
SYSTEM
A604
3 CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SEALANT AND
BACKER ROD
GLASS AND ALUMINUM SYSTEM -
REFERENCE FLOOR PLANS AND
A601 - A603 FOR ADDITIONAL
INFORMATION.
METAL PANEL SYSTEM
GLASS AND ALUMINUM
GLAZING SYSTEM -
STOREFRONT
PRE FINISHED ALUMINUM
LOUVER ASSEMBLIES.
INDIANA LIMESTONE VENEER
PRE FINISHED METAL COPING
18
'
-
2
"
.
GLASS AND ALUMINUM SYSTEM -
REFERENCE FLOOR PLANS AND
A601 - A603 FOR ADDITIONAL
INFORMATION.
METAL PANEL SYSTEM
GLASS AND ALUMINUM
GLAZING SYSTEM -
STOREFRONT
PRE FINISHED ALUMINUM
LOUVER ASSEMBLIES.
INDIANA LIMESTONE VENEER
PRE FINISHED METAL COPING
18
'
-
2
"
.
18
'
-
2
"
.
BRICK VENEER - "1"
METAL PANEL SYSTEM
GLASS AND ALUMINUM
GLAZING SYSTEM -
STOREFRONT
PRE FINISHED METAL COPING METAL PANEL SYSTEMMETAL PANEL SYSTEM
GLASS AND ALUMINUM SYSTEM -
REFERENCE FLOOR PLANS AND A601 - A603
FOR ADDITIONAL INFORMATION.
OUTLINE OF LIBRARY
MASSING
OUTLINE OF ENTRY MASSING
18
'
-
2
"
.
12
'
-
8
"
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SEALANT
AND BACKER ROD
CONTINUOUS
VERTICAL CONTROL
JOINT W/ CONTINUOUS
SEALANT AND
BACKER ROD
GLASS AND ALUMINUM VS-1
CURTAIN WALL ASSEMBLY BEYOND
METAL PANEL SYSTEM.PRE FINISHED DOWNSPOUT LEADERS
(NOT SHOWN) BEYOND.
INDIANA LIMESTONE VENEER
GLASS AND ALUMINUM SYSTEM - REFERENCE
FLOOR PLANS AND A601-A603
PRE FINISHED METAL COPING
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SLEANT AND
BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SLEANT AND
BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT - IN
CORNER W/
CONTINUOUS SEALANT
AND BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT - IN
CORNER W/
CONTINUOUS SEALANT
AND BACKER ROD
PRE FINISHED
DOWNSPOUT, LEADER
AND ASSOCIATED
ELBOWS
PRE FINISHED METAL COPING
DECORATIVE BUILT UP 2X AND
STEEL FRAME CEDAR SCREEN
AND GATE ASSEMBLY.
BRICK VENEER - "1"
BRICK ROWLOCK
COURSE - "1"
10
'
-
0
"
METAL PANEL SYSTEM
PRE FINISHED ALUMINUM
LOUVER ASSEMBLIES.
PRE FINISHED METAL COPING
BUILT UP 2X DECORATIVE
CEDAR COLUMNS
BRICK VENEER - "1"
BRICK ROWLOCK
COURSE - "1"
PAINTED HOT DIPPED
GALVANIZED METAL
DOOR AND FRAME
DECORATIVE BUILT UP 2X AND
STEEL FRAME CEDAR SCREEN
AND GATE ASSEMBLY.DECORATIVE BUILT UP 2X AND
STEEL FRAME CEDAR SCREEN
AND GATE ASSEMBLY.
METAL PANEL SYSTEM
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SEALANT AND
BACKER RODPRE FINISHED METAL COPING
DECORATIVE BUILT UP 2X AND
STEEL FRAME CEDAR SCREEN
AND GATE ASSEMBLY.
BRICK VENEER - "1"
BRICK ROWLOCK
COURSE - "1"
PRE FINISHED ALUMINUM
LOUVER ASSEMBLIES.
PAINTED HOT DIPPED
GALVANIZED METAL
DOOR AND FRAME
13
'
-
5
"
.
REFRENCE 5/A310 FOR ENLARGED
ELEVATION/ SECTION SIMILAR
CONTINUOUS VERTICAL
CONTROL JOINT W/
CONTINUOUS SEALANT AND
BACKER ROD
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
0
:
1
0
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A303
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
EXTEIOR
ELEVATIONS
4522-0007
09/18/15
BC
TA
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A303
1 COURT - NORTH OFFICE ELEVATION
1/8" = 1'-0"A303
2 COURT - EAST 2
1/8" = 1'-0"A303
3 COURT - EAST 1
1/8" = 1'-0"A303
4 COURT - SOUTH
1/8" = 1'-0"A303
5 COURT- WEST
1/8" = 1'-0"A303
7 MECHANICAL - EAST
1/8" = 1'-0"A303
8 MECHANICAL - SOUTH WALL
1/8" = 1'-0"A303
6 MECHANICAL - WEST
NO.DESCRIPTIONDATE
A302 4
2
A503
2
A503
3
A503
3
A503
5
A514
9
A514
A303 8
5
A310
1 1 ' - 0 "
5 ' - 0 "
1
0
'
-
6
"
4
A310
5
2
'
-
0
"
1
'
-
6
"
9
'
-
1
1
1
/
2
"
9
'
-
1
1
1
/
2
"
9
'
-
1
1
1
/
2
"
9
'
-
1
1
1
/
2
"
1
'
-
1
0
1
/
2
"
1
0
'
-
6
"
1
'
-
1
"
1
0
'
-
6
"
1
'
-
1
"
1
0
'
-
6
"
1
'
-
1
"
1
0
'
-
6
"
1
'
-
1
0
1
/
2
"
1 6 ' - 0 "
5 ' - 0 "
9 ' - 6 "
A311
1
A311
3
A320
4
A320 5
1
'
-
7
1
/
2
"
1
'
-
7
1
/
2
"
1
'
-
7
1
/
2
"
3
1
/
4
"
3
1
/
4
"
3
1
/
4
"
3
1
/
4
"
3
1
/
4
"
3
1
/
4
"
3
1
/
4
"
3
1
/
4
"
1
'
-
6
"
DB
DB.8
DC
D1
DD
DA.9
1 ' - 8 "
2
A512
3
A512
4
A512
CW2
CW3
CW4
CW6
1
A519
25' - 1 3/4"
A321
2
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ EQ EQ EQ EQ EQ
A312
9
A3211
A313
1
A313
2
A313
3
A313
4
A313
5
A313
7
A321
3
A625
4
OFFICE
C108
1' - 6"
BA
CE
B1
CD
CJ
CH
C9
C8.5
1' - 6"
1' - 6"
3
A512
Sim
1
A640
5
A640
6
5' - 5 5/8"
11"
1 0 0 .0 0 °
S3B.D.A
S6B.D.A
S3B.D.A
2' - 1"
C102
C108B
A654
14
1
A541
W20
CW7
CW8
CW9
CW10
CW11
CW12
6
A518
2 5 ' - 1 3 /4 "
2
5
'
-
1
3
/
4
"
A321
7
A321 1SIM
S I M
A321
5
A312
3
A312
4
A312
7
A312
2
A321
6
A312
6
A312
5
A312
8
2
A5181
A518
5
A518
7
A518
7
A518
Sim
6
A518
Sim
1
A502
1
A502
E Q .E Q .
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E Q .E Q .
E Q .E Q .
E Q .E Q
E Q E Q
A625
2
8
A518
1 ' - 0 1 /4 "
1
'
-
0
1
/
4
"
1
'
-
6
"
1 ' - 6 "
CD
DA
CF
CG
C1 C2D5 C2.5AG.8
CG.9
D4.7
1
'
-
6
"
1 ' - 6 "
10
'
-
9
3
/
8
"
ALIGN STOREFRONT
AT FACE OF BRICK
1 2 " M I N .
C109
C110
OFFICE
C111
ASSISTANT
C110
A650
7 Sim
M
I
N
C
L
E
A
R
9'
-
6
"
10
'
-
6
"
3'
-
5
1
/
4
"
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE . TYP.
EXTERIOR GRADE STAINLESS STEEL INDUSTRIAL CANE RODS. MOUNT ON
EXTERIOR @ REFUSE ENCLOSURE ONLY. MOUNT ON INTERIOR AT ALL
OTHER LOCATIONS. IMBED STAINLESS STEEL RECIEVER INTO CONCRETE
FOR CANE ROD.
FRAME AS REQUIRED TO ACCOMMODATE
HINGE AND CEDAR ASSEMBLIES DURING
SWING OF GATE. CENTER FRAME EVENLY
ON EACH SIDE. ALL ASSEMBLIES SHALL BE
INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY. TYP.
HINGE, HINGE STRAP, HINGE YOKE
AND COLUMN AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
TYP.
SLIDE LATCH BOLT ASSEMBLY - MOUNT ON EXTERIOR @ REFUSE
ENCLOSURE ONLY. MOUNT ON INTERIOR AT ALL OTHER LOCATIONS.
INSTALL AS REQUIRED TO ACCOMMODATE CEDAR SLATS - EXTEND TO
FACE OF CEDAR. PROVIDE FINAL DETAILS TO DESIGN TEAM FOR
APPROVAL
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. - BEYOND - IMBED
STAINLESS STEEL RECIEVER INTO CONCRETE
FOR CANE ROD. TYP.
SLIDE LATCH BOLT ASSEMBLY - TYP.
KYNAR COATED METAL DUMPSTER ROOF - SLOPE TO DRAIN TO SOUTH.
KYNAR COATED STRUCTURAL METAL ROOF FRAMING, COLUMNS, GIRTS
AND ALL ASSOCIATED STRUCTURE.
CL
E
A
R
9'
-
0
"
KYNAR COATED METAL DUMPSTER
ROOF - SLOPE TO DRAIN TO SOUTH.
KYNAR COATED STRUCTURAL METAL
ROOF FRAMING, COLUMNS, GIRTS
AND ALL ASSOCIATED STRUCTURE.
KYNAR COATED STRUCTURAL METAL
ROOF FRAMING, COLUMNS, GIRTS
AND ALL ASSOCIATED STRUCTURE.
FRAME AS REQUIRED TO
ACCOMMODATE HINGE AND CEDAR
ASSEMBLIES DURING SWING OF
GATE. CENTER FRAME EVENLY ON
EACH SIDE. ALL ASSEMBLIES SHALL
BE INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY. TYP.
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE . TYP.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE FOR CANE ROD. TYP.
REINFORCED CONCRETE APRON
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
CENTER FRAME EVENLY ON EACH SIDE.
ALL ASSEMBLIES SHALL BE INSTALLED AS
REQUIRED FOR STRUCTURAL INTEGRITY.
SLIDE LATCH BOLT ASSEMBLY - TYP.
10
'
-
0
"
2'
-
1
1
1
/
4
"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
0
:
3
0
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A310
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
ENLARGED
EXTERIOR PLANS
SECTIONS & DETAILS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A310
1 ENLARGED MECHANICAL YARD
1/4" = 1'-0"A310
2 ENLARGED EXECUTIVE OFFICE
1/4" = 1'-0"A310
3 ENLARGED EXECUTIVE OFFICE - 2
3/8" = 1'-0"A310
4 MECH. YARD SECTION - 1
3/8" = 1'-0"A310
5 MECH. YARD SECTION - 2
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
T
5
A310
3
1
/
2
"8
"
3
3
/
4
"
2
'
-
0
1
/
4
"
3
1
/
2
"
4
'
-
0
1
/
8
"
3
3
/
4
"
1
1
/
2
"
4
"
+
4
"
+
2
1
/
2
"
+
2
1
/
2
"
+
4
"
M
A
X
4
"
M
A
X
4
"
M
A
X
4
"
+
2
1
/
2
"
+
3
1
/
2
"
3
1
/
2
"
3
1
/
2
"
3
3
/
4
"
3
1
/
2
"
3
3
/
4
"
4
'
-
0
1
/
8
"
2
'
-
0
1
/
4
"
8
"
LOCATE FRAME AS REQUIRED
TO ACCOMMODATE HINGE
AND CEDAR ASSEMBLIES
DURING SWING OF DOOR.
LOCATE FRAME AS
REQUIRED TO
ACCOMMODATE HINGE AND
CEDAR ASSEMBLIES DURING
SWING OF DOOR.
COORDINATE WITH
LOCATION
NOTE:
ALL METAL ASSOCIATED WITH
GATE AND SCREEN
ASSEMBLIES SHALL BE
COATED WITH A KYNAR FINISH
COMPLETE. EXCEPTION -
STAINLESS STEEL KANE
RODS.
CONTINUOUS DECORATIVE 2X
CEDAR - SPACING SHALL BE
1-1/2" MAXIMUM UNLESS
NOTED OTHERWISE.
GATE ASSEMBLY AND ASSOCIATED
STRUCTURE SHALL BE INDEPENDENT
OF MASONRY WALL CONSTRUCTION.
EXTERIOR GRADE STAINLESS
STEEL INDUSTRIAL CANE
RODS. MOUNT ON EXTERIOR
@ REFUSE ENCLOSURE ONLY.
MOUNT ON INTERIOR AT ALL
OTHER LOCATIONS. IMBED
STAINLESS STEEL RECIEVER
INTO CONCRETE FOR CANE
ROD.
HINGE, HINGE STRAP, HINGE
YOKE AND COLUMN AS
REQUIRED FOR STRUCTURAL
INTEGRITY OF GATE AND ALL
ASSOCIATED ASSEMBLIES.
12" NOMINAL CMU -
ALTERNATE - GROUT CORES
FULL
4" NOMINAL BRICK VENEER
CONTINUOUS SEALANT AND
BACKER ROD - RETURN BRICK
VENEER AS REQUIRED FOR
SMOOTH TRANSITION.
NOTE:
ALL DESIGN, FOUNDATIONS AND
INSTALLATION ASSOCIATED
WITH GATES AND ASSOCIATED
STRUCTURE IS PER
FABRICATOR/ SUPPLIER.
DESIGN MUST ACCOUNT FOR
ALL ASSOCIATED MATERIALS
INCLUDING CEDAR.
1
1
/
2
"
A320
5
S
i
m
DD
OUTLINE OF BUILDING
STRUCTURE - BELOW GRADE
CW1
CEDAR
PAINTED HINGE MOUNTING PLATE - BEYOND
CEDAR SCREEN HINGE - BEYOND
STOREFRONT ASSEMBLY
3 "
3 "
3 "
1 0 3 /4 "
2 ' - 2 1 /4 "
3 ' - 5 3 /4 "
1 3 /4 "
3 "
3 "
3 "
1 ' - 0 1 /2 "
2 ' - 4 "
3 ' - 7 1 /2 "
1 3 /4 "
8 5 /8 "3 "
2 ' - 0 1 /8 "3 "
3 ' - 3 5 /8 "
3 "
1 3 /4 "
A321
4 S i m
5
A510
Sim
2
1
/
4
"
E Q A S R E Q D .E Q A S R E Q D .
E Q . A S R E Q D .
E Q . A S R E Q D .
E Q U A L
E Q U A L .
E Q U A L .
2 "
2 "
CEDAR SUN SCREEN
SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME
2 1/2" COLD FORMED
METAL STUD FRAMING
1/2" CONTINUOUS RIDID INSULATION
TREATED PLYWOOD SHEATHING - 1/2"
MINIMUM THICKNESS EACH SIDE OF WALL.
LIMESTONE VENEER
BRICK LEDGE BEYOND
TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS SEALANT
AND BACKER ROD
STORE FRONT ASSEMBLY
- REINFORCE AND
ANCHOR AS REQUIRED
CONTINUOUS SEALANT
BRICK VENEER
REFERENCE OPPSITE JAMB
FOR INFORMATION REGARDING
THIS AREA
2 RIGID INSULATION
BATT INSLUATION
BATT INSLUATION - PER STUD
THICKNESS
BATT INSULATION - PER STUD
THICKNESS
1
"
M
I
N
.
F
U
L
L
B
R
I
C
K
R
EQ
D
.
HINGES AS REQUIRED FOR STRUCTURAL
INTEGRITY OF GATE AND ALL ASSOCIATED
ASSEMBLIES. REFERENCE STRUCTURAL
DRAWINGS FOR PAINTED KNIFE PLATE
ATTACHED TO BUILDING STRUCTURE. -
THRU MASONRY THIS LOCATION
6" COLD FORMED
METAL STUD BOX
FRAMING OR HEADER.
3-1/2"x1-1/2"
5-1/2"x1-1/2"
1-1/2"x1-1/2"
DE
A1.1
D5
AC.6
2X HARDWOOD TRIM
HARDWOOD BLOCKING
LIMESTONE VENEER
5 /8 "
3 5 /8 "
1 1 /2 "
6 "
3 /4 "
2 "
1 1 /2 "
3 "
3
3
1 1/2" SPACE
LINE OF CROSS BRACING -
REFERENCE STRUCTURAL
DRAWINGS
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUDS
AIR BARRIER
1 ' - 2 "
3 3 /8 "
+- F I E L D V E R I F Y
1 5 ' - 0 "
3 1 /2 "3 1 /2 "2 1 /2 "1 1 1 /2 "3 1 /2 "2 ' - 2 1 /2 "
3 "
5 "3 1 /2 "
1 3 /4 "
C L E A R
2 ' - 1 0 "
PROVIDE EXTERIOR
GRADE STAINLESS STEEL
OR ALUMINUM PUSH PLATE
ON DOOR AS REQUIRED TO
ACCOMMODATE EXTERIOR
GRADE PANIC HARDWARE.
PLATE FINISH SHALL
MATCH KYNAR COATING
ON DOOR AND GATE
STRUCTURE/ ASSEMBLIES.
PROVIDE SELF CLOSING
HINGES OR CLOSER.
A320
4 S i m
D1
ANCHOR FRAME TO
BUILDING STRUCTURE AS
REQUIRED FOR
STRUCTURAL INTEGRITY.
METAL GATE FRAME
ANCHORED TO MASONRY
WALL - BY GATE SUPPLIER
2
A511
CW5
STOREFRONT ASSEMBLY -
REINFORCE AND ANCHOR
AS REQUIRED.
2X CEDAR SCREEEN MOUNTED
DIRECTLY TO STOREFRONT
ASSEMBLY.
1 7/8"
2' - 5 3/8"
4 1/2"
4' - 9 3/8"
A3201
1" MIN FULL BRICK REQD.
1" MIN FULL BRICK REQD.
2 1/2" COLD FORMED
METAL STUD FRAMING
BATT INSULATION - PER
STUD THICKNESS
6" COLD FORMED METAL STUD
BOX FRAMING OR HEADER
BRICK VENEER
BRICK LEDGE BEYOND
CONTINUOUS SEALANT
5/8" GYPSUM BOARD
TREATED WOOD
BLOCKING AND SHIMS
3-1/2"x1-1/2"
5-1/2"x1-1/2"
1-1/2"x1-1/2"
1/2" CONTINUOUS RIDID
INSULATION
CONTINUOUS SEALANT
TREATED PLYWOOD SHEATHING - 1/2"
MINIMUM THICKNESS EACH SIDE OF WALL.
TREATED PLYWOOD
SHEATHING - 1/2"
MINIMUM THICKNESS
1/2" CONTINUOUS RIDID
INSULATION
TREATED WOOD
BLOCKING AND SHIMS
A301
10
B6
BC.4
11
A653
4
2
A511
A3201
3 1/4"
TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS SEALANT
STORE FRONT ASSEMBLY
- REINFORCE AND
ANCHOR AS REQUIRED
1/2" CONTINUOUS RIDID INSULATION
TREATED PLYWOOD SHEATHING - 1/2"
MINIMUM THICKNESS EACH SIDE OF WALL.
6" COLD FORMED METAL
STUD BOX FRAMING OR
HEADER
BRICK VENEER
BRICK LEDGE BEYOND
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
HINGES AS REQUIRED FOR STRUCTURAL INTEGRITY OF
GATE AND ALL ASSOCIATED ASSEMBLIES. REFERENCE
STRUCTURAL DRAWINGS FOR PAINTED KNIFE PLATE
ATTACHED TO BUILDING STRUCTURE. - THRU MASONRY
THIS LOCATION
2" RIGID INSULATION
4 1/2"
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
CEDAR
3-1/2"x1-1/2"
5-1/2"x1-1/2"
1-1/2"x1-1/2"
6" COLD FORMED METAL
STUD BOX FRAMING OR
HEADER
2 1/2" COLD FORMED
METAL STUD FRAMING
BATT INSULATION
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE MASONRY SLEVE FOR
CANE ROD. TYP. - HORIZONTAL
MOUNTING.
1" MIN. FULL BRICK REQD.
1" MIN. FULL BRICK REQD.A301
10
B6
BC.4
11
A653
4
3
A320
DF
1 3 /8 "
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEAL AND
SUB GIRT SYSTEM. INSTALL
ANCHOR AND SHIM AS
REQUIRED FOR STRUCTURAL
INTEGRITY.
PAINTED KNIFE PLATE
MOUNTING - REFERENCE
STRUCTURAL DRAWINGS
KNIFE PLATE - REFERENCE
STRUCTURAL DRAWINGS
SLOTTED CONNECTION
1
'
-
0
"
+
-
1 ' - 1 1 /2 "
1
1
/
2
"
5
1
/
2
"
3
/
4
"
5 3 /4 "6 3 /4 "
6 3 /4 "
5 3 /4 "3
A320
3
/
4
"
DF
1
'
-
8
"
1 ' - 9 1 /2 "
KYNAR COATED
MOUNTING PLATES
KYNAR COATED
COLUMN FRAME
KYNAR COATED BASE
PLATE W/ IMBEDED
ANCHOR BOLTS.
5
1
/
2
"
2X CEDAR FRAMING
1
/
2
"
1 ' - 0 "
6 "
1 ' - 0 "
6 "
1 ' - 0 "
6
"
COMPOSITE SLOTED
METAL PANEL
CONTINUOUS STAINLESS
STEEL MESH SCREEN -
CONSEAL ANCHORAGE
ALL AROUND
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
0
:
5
0
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_
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_
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2
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ENLARGED
EXTERIOR PLAN
DETAILS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
3/4" = 1'-0"A311
1 PLAN DETAIL - MECH YARD
3/4" = 1'-0"A311
2 PLAN DETAIL - CEDAR SCREENS NEAR MAIN ENTRY
3/4" = 1'-0"A311
3 PLAN DETAIL - MECHANICAL YARD GATE
3/4" = 1'-0"A311
4 PLAN DETAIL - OFFICE WING CEDAR EXTERIOR DOOR
3/4" = 1'-0"A311
5 PLAN DETAIL - OFFICE WING CEDAR 2ND LEVEL
1" = 1'-0"A311
7 PLAN DETAIL - ROOF PLAN @ SOUTH ENTRY CEDAR
1" = 1'-0"A311
6 PLAN DETAIL - SOUTH ENTRY CEDAR
1 1/2" = 1'-0"A311
8 PLAN DETAIL - CONTINUOUS LOUVER
NO.DESCRIPTIONDATE
3Bid Package #309/16/2015
CW14
4
A517 A3202
2 1/2" COLD FORMED
METAL STUD FRAMING
TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS SEALANT
STORE FRONT ASSEMBLY
- REINFORCE AND
ANCHOR AS REQUIRED
BATT INSULATION
1/2" CONTINUOUS RIDID INSULATION
TREATED PLYWOOD SHEATHING - 1/2"
MINIMUM THICKNESS EACH SIDE OF WALL.
COLD FORMED METAL
STUD BOX FRAMING OR
HEADER
BRICK VENEER
BRICK LEDGE BEYOND
FULL BRICK REQUIRED
1" MIN
BRICK VENEER
FULL BRICK REQUIRED
1" MIN
CONTINUOUS SEALANT
5/8" GYPSUM BOARD
TREATED WOOD
BLOCKING AND SHIMS
TREATED PLYWOOD SHEATHING - 1/2"
MINIMUM THICKNESS EACH SIDE OF WALL.
BRICK VENEER
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
CEDAR
4 1/2"
BATT INSULATION - PER STUD
THICKNESS
3-1/2"x1-1/2"
5-1/2"x1-1/2"
1-1/2"x1-1/2"3 1/4"
HINGES AS REQUIRED FOR STRUCTURAL
INTEGRITY OF GATE AND ALL ASSOCIATED
ASSEMBLIES. REFERENCE STRUCTURAL
DRAWINGS FOR PAINTED KNIFE PLATE
ATTACHED TO BUILDING STRUCTURE. - THRU
MASONRY THIS LOCATION
B6
A301
10
A301
11
OPP.HD
EQ
EQ
EQ
EQ
3' - 8 1/2"
3 1/2"
1' - 0 1/2"2' - 4 1/2"
3 1/2"
2 1/2"+-
2 1/2" +-
LOCATE FRAME AS REQUIRED
TO ACCOMMODATE HINGE
CANE ROD AND CEDAR
ASSEMBLIES DURING SWING
OF DOOR.
CONTINUOUS DECORATIVE
2X CEDAR - SPACING SHALL
BE 1-1/2" MAXIMUM UNLESS
NOTED OTHERWISE.
EXTERIOR GRADE STAINLESS
STEEL INDUSTRIAL CANE RODS.
MOUNT ON INSIDE FACE OF
FRAME. IMBED STAINLESS
STEEL RECIEVER INTO CAST
CONCRETE SLEVE.
GLASS AND ALUMINUM
SYSTEM - REFERENCE FLOOR
PLANS, DETAILS
AND A601 - A603 FOR
ADDITIONAL INFORMATION.
1" +-
2 1/4"
C9
5 "
TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS SEALANT
STORE FRONT ASSEMBLY
- REINFORCE AND
ANCHOR AS REQUIRED.
BATT INSULATION
BATT INSULATION - PER STUD THICKNESS
4" COLD FORMED METAL STUD BOX
FRAMING OR HEADER
4"
+
-
CONTINUOUS SEALANT AND BACKER ROD
PRE FINISHED HEAVY GAUGE CONTINUOUS
BREAK METAL CLOSURE - INSTALL AS
REQUIRED TO PREVENT OIL CANNING
CONTINUOUS SEALANT AND BACKER ROD
TREATED WOOD BLOCKING AND SHIMS
- BOX OUT W/ METAL STUD FRAMING AS
REQUIRED FOR STRUCTURAL
INTEGRITY AND MOUNTING OF WINDOW
SYSTEMS.
5/8" GYPSUM BOARD
CONTINUOUS SEALANT AND BACKER ROD
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME
CEDAR SCREEN HINGE - BEYOND
C2 4 1 /2 "
3 7 /8 "
8 3 /8 "
1
00.0
0°
CONTINUOUS SEALANT
BATT INSULATION - PER
STUD THICKNESS
4" COLD FORMED METAL STUD BOX
FRAMING OR HEADER
CONTINUOUS DRAINABLE COMPOSITE METAL
PANEL SYSTEM WITH REVEAL AND SUB GIRT
SYSTEM. INSTALL ANCHOR AND SHIM AS
REQUIRED FOR STRUCTURAL INTEGRITY
CONTINUOUS SEALANT AND BACKER ROD
TREATED WOOD BLOCKING AND SHIMS
- BOX OUT W/ METAL STUD FRAMING AS
REQUIRED FOR STRUCTURAL
INTEGRITY AND MOUNTING OF WINDOW
SYSTEMS.
5/8" GYPSUM
BOARD
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME
7
1
/
2
"
4
3
/
4
"
+
-
7 1 /2 "4 3 /4 " +-
1" CONTINUOUS RIGID INSULATION
STORE FRONT ASSEMBLY - REINFORCE AND
ANCHOR AS REQUIRED
CEDAR
2
1
/
2
"
+
-
2 1 /2 " +-
1
1
/
4
"
1 1 /4 "
STORE FRONT
ASSEMBLY -
REINFORCE AND
ANCHOR AS
REQUIRED
1 ' - 3 " +-
1
'
-
3
"
+
-
CF
C2
2 1/2" COLD FORMED
METAL STUD FRAMING
TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS SEALANT
STORE FRONT ASSEMBLY
- REINFORCE AND
ANCHOR AS REQUIRED
BATT INSULATION
1/2" CONTINUOUS RIDID INSULATION
TREATED PLYWOOD SHEATHING - 1/2"
MINIMUM THICKNESS EACH SIDE OF WALL.
COLD FORMED METAL STUD BOX
FRAMING OR HEADER
LIMESTONE VENEER
CC
C2.5
LIMESTONE VENEER - RETURN
AS REQUIRED FOR COMPLETE
CLOSURE - COORDINATE W/
ADJACENT SYSTEMS - REF
DETAIL 4/A314 FOR
ADDITIONAL INFORMATION
WALL TIES
2"1' - 4 1/2"6"
11
1
/
2
"
6"
2 1 /2 " +-
CONTINUOUS SEALANT
BATT INSULATION - PER
STUD THICKNESS
4" COLD FORMED METAL STUD BOX
FRAMING OR HEADER
CONTINUOUS DRAINABLE COMPOSITE METAL
PANEL SYSTEM WITH REVEAL AND SUB GIRT
SYSTEM. INSTALL ANCHOR AND SHIM AS
REQUIRED FOR STRUCTURAL INTEGRITY
CONTINUOUS SEALANT AND BACKER ROD
TREATED WOOD BLOCKING AND SHIMS -
BOX OUT W/ METAL STUD FRAMING AS
REQUIRED FOR STRUCTURAL INTEGRITY
AND MOUNTING OF WINDOW SYSTEMS.
5/8" GYPSUM BOARD
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME
1" CONTINUOUS RIGID INSULATION
STORE FRONT ASSEMBLY - REINFORCE AND
ANCHOR AS REQUIRED
CEDAR
CONTINUOUS SEALANT
CEDAR SCREEN HINGE
BEYOND
4 " +- A S R E Q D .
2
1
/
2
"
1
1
/
2
"
2 1 /2 " +- A S R E Q D .
1 ' - 1 1 /2 " +-
1
'
-
2
"
+
-
2 1 /4 "4 1 /2 "4 3 /4 "7 1 /2 "
2
1
/
4
"
1 "
CG
C1
2
1
/
4
"
4
1
/
2
"
1
'
-
0
1
/
4
"3 1 /2 "
3 1 /2 "
2 1 /2 "
2
1
/
2
"
BATT INSULATION - PER
STUD THICKNESS
6" COLD FORMED METAL STUD BOX
FRAMING OR HEADER
CONTINUOUS DRAINABLE COMPOSITE METAL
PANEL SYSTEM WITH REVEAL AND SUB GIRT
SYSTEM. INSTALL ANCHOR AND SHIM AS
REQUIRED FOR STRUCTURAL INTEGRITY
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME
2" CONTINUOUS RIGID INSULATION
CEDAR
1 "
1
"
CEDAR SCREEN HINGE - BEYOND
1 ' - 1 " +-
1
'
-
3
"
+
-
CF
C1
6 "7 "
6
"
7
"
BATT INSULATION - PER
STUD THICKNESS
6" COLD FORMED METAL STUD BOX
FRAMING OR HEADER
CONTINUOUS DRAINABLE COMPOSITE METAL
PANEL SYSTEM WITH REVEAL AND SUB GIRT
SYSTEM. INSTALL ANCHOR AND SHIM AS
REQUIRED FOR STRUCTURAL INTEGRITY
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME
2" CONTINUOUS RIGID INSULATION
CEDAR
2X TREATED WOOD BLOCKING AND
SHIMS
CONTINUOUS SEALANT
5/8" GYPSUM BOARD
CONTINUOUS SEALANT AND BACKER ROD
1/2" RIGID INSULATION
STORE FRONT ASSEMBLY - REINFORCE AND
ANCHOR AS REQUIRED
CG
AG.8
2
1
/
4
"
4
1
/
2
"
3
1
/
2
"
8
3
/
4
"
6 "7 "
1 " M I N F U L L B R I C K R E Q D
1 " M I N F U L L B RI C K R E Q D .
2 1/2" COLD FORMED
METAL STUD FRAMING
TREATED
WOOD
BLOCKING
AND SHIMS
CONTINUOUS SEALANT
ALUMINUM STOREFRONT
WINDOW SYSTEM
1/2" CONTINUOUS RIDID INSULATION
TREATED PLYWOOD SHEATHING - 1/2"
MINIMUM THICKNESS EACH SIDE OF WALL.
COLD FORMED METAL
STUD BOX FRAMING OR
HEADER
BRICK VENEER
BRICK LEDGE BEYOND
BRICK VENEER
BATT
INSULATION -
PER STUD
THICKNESS
AG.8
CG.9
PAINTED
ARCHITECTURAL
GRADE STEEL COLUMN
2" CONTINUOUS RIGID
INSULATION
4 1 /2 "1 ' - 0 1 /4 "
6
"
7
7
/
8
"
6
"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
1
:
0
5
A
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C:
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2
9
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A312
LI
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F
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CA
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ENLARGED
EXTERIOR PLAN
DETAILS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
3/4" = 1'-0"A312
1 PLAN DETAIL - CEDAR SCREEN STOREFRONT
3/4" = 1'-0"A312
9 PLAN DETAIL - CEDAR SCREEN -1
1 1/2" = 1'-0"A312
3 PLAN DETAIL - CORNER
1 1/2" = 1'-0"A312
4 PLAN DETAIL - CEDAR SCREEN
1 1/2" = 1'-0"A312
2 PLAN DETAIL ADJACENT TO AREA WAY
1 1/2" = 1'-0"A312
5 PLAN DETAIL - CEDAR SCREEN STOREFRONT CORNER
1 1/2" = 1'-0"A312
6 PLAN DETAIL - CEDAR SCREEN @ CORNER
1 1/2" = 1'-0"A312
7 PLAN DETAIL - METAL PANEL AND CEDAR
1 1/2" = 1'-0"A312
8 PLAN DETAIL - STOREFRONT TRANSITION
NO.DESCRIPTIONDATE
LIMESTONE VENEER
TREATED WOOD
BLOCKING AND SHIMS
6" COLD FORMED METAL
STUD BOX FRAMING OR
HEADER
COMPRESSIBLE JOINT
FILLER
1/2" CONTINUOUS RIDID INSULATION
TREATED PLYWOOD SHEATHING -
1/2" MINIMUM THICKNESS EACH
SIDE OF WALL.
COLD FORMED METAL
STUD BOX FRAMING OR
HEADER
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEVAL AND
SUB GIRT SYSTEM. INSTALL
ANCHOR AND SHIM AS
REQUIRED FOR STRUCTURAL
INTEGRITY.
TREATED WOOD BLOCKING
AND SHIMS
2X TREATED WOOD BLOCKING
BATT INSULATION - PER STUD
THICKNESS
CONTINUOUS SEALANT AND
BACKER ROD
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR
AS REQUIRED
PAINTED "Z" REVEAL
5/8" GYSPUM BOARD
2 LAYERS OF 1" RIGID
INSULATION - BREAK LAYER
FOR FLANGE OF COLUMN -
MINIMUM 1" CONTINUOUS
INSULATION AT COLUMN
FLANGE
5/8" GYPSUM BOARD
2" RIGID INSULATION
CD
C8.5
BATT INSULATION - PER
STUD THICKNESS
6" COLD FORMED METAL STUD BOX
FRAMING OR HEADER
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INSTALL
ANCHOR AND SHIM AS REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS SEALANT AND
BACKER ROD
TREATED WOOD BLOCKING AND SHIMS -
BOX OUT W/ METAL STUD FRAMING AS
REQUIRED FOR STRUCTURAL INTEGRITY
AND MOUNTING OF WINDOW SYSTEMS.
5/8" GYPSUM BOARD
CEDAR SUN SCREEN SYSTEM AND
ASSOCIATED KYNAR COATED STEEL
FRAME
1" CONTINUOUS RIGID INSULATION
CONTINUOUS SEALANT
CEDAR
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
CEDAR SCREEN HINGE BEYOND
1"
1"CD
1 1/2".
2 1/2"
1 1/2"
2 1/2" +-
BATT INSULATION - PER
STUD THICKNESS
6" COLD FORMED METAL STUD
BOX FRAMING OR HEADER
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEAL AND SUB
GIRT SYSTEM. INSTALL ANCHOR
AND SHIM AS REQUIRED FOR
STRUCTURAL INTEGRITY
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
2" CONTINUOUS RIGID INSULATION
CEDAR
CEDAR SCREEN HINGE - BEYOND
1' - 4" +-
1' - 3" +-
1"
1"
CH
C9
2 1/2"
2 1/2".
2"+-
EQ EQ
CONTINUOUS SEALANT
BATT INSULATION - PER
STUD THICKNESS
CONTINUOUS SEALANT AND BACKER ROD
TREATED WOOD BLOCKING AND SHIMS -
BOX OUT W/ METAL STUD FRAMING AS
REQUIRED FOR STRUCTURAL INTEGRITY
AND MOUNTING OF WINDOW SYSTEMS.
5/8" GYPSUM BOARD
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME
1" CONTINUOUS RIGID INSULATION
STORE FRONT ASSEMBLY - REINFORCE AND
ANCHOR AS REQUIRED
CEDAR
CONTINUOUS SEALANT
CEDAR SCREEN HINGE
BEYOND
4" COLD FORMED METAL
STUD BOX FRAMING OR
HEADER
BATT INSULATION - PER
STUD THICKNESS
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INSTALL
ANCHOR AND SHIM AS REQUIRED FOR
STRUCTURAL INTEGRITY
BATT INSULATION - PER
STUD THICKNESS1' - 1 1/2" +-
1' - 1" +-
2 1/4"
CJ
C9
BATT INSULATION - PER
STUD THICKNESS
CONTINUOUS SEALANT AND BACKER ROD
TREATED WOOD BLOCKING AND SHIMS -
BOX OUT W/ METAL STUD FRAMING AS
REQUIRED FOR STRUCTURAL INTEGRITY
AND MOUNTING OF WINDOW SYSTEMS.
1" CONTINUOUS RIGID INSULATION
STORE FRONT ASSEMBLY - REINFORCE AND
ANCHOR AS REQUIRED
CONTINUOUS SEALANT
CEDAR SCREEN HINGE
BEYOND
4" COLD FORMED METAL
STUD BOX FRAMING OR
HEADER
BATT INSULATION - PER
STUD THICKNESS
BATT INSULATION - PER
STUD THICKNESS
CEDAR SUN SCREEN SYSTEM AND
ASSOCIATED KYNAR COATED STEEL
FRAME
CEDAR
5/8" GYPSUM BOARD
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INSTALL
ANCHOR AND SHIM AS REQUIRED FOR
STRUCTURAL INTEGRITY
1 3/4"
B1
2 1/2" COLD FORMED
METAL STUD FRAMING
CONTINUOUS SEALANT
AND BACKER ROD
STORE FRONT ASSEMBLY
- REINFORCE AND
ANCHOR AS REQUIRED
TREATED PLYWOOD
SHEATHING - 1/2" MINIMUM
THICKNESS EACH SIDE OF
WALL.6" COLD FORMED METAL STUD
BOX FRAMING OR HEADER
BRICK VENEER
BRICK LEDGE BEYOND
BATT INSULATION - PER STUD
THICKNESS
1/2" CONTINUOUS RIGID
INSULATION
2" RIGID INSULATION
2X TREATED WOOD
BLOCKING AND SHIMS
1" MIN. FULL BRICK REQD.
1" MIN. FILL BRICK REQD.
BATT INSLUATION
BRICK VENEER
3 5/8" METAL STUD FRAMING
5/8" GYPSUM BOARD
B1
BATT INSULATION - PER
STUD THICKNESS
6" COLD FORMED METAL STUD BOX
FRAMING OR HEADER
2X TREATED WOOD BLOCKING AND
SHIMS
CONTINUOUS SEALANT AND BACKER ROD
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CURTAIN WALL ASSEMBLY - REINFORCE AND
ANCHOR AS REQUIRED
CONTINUOUS DRAINABLE COMPOSITE METAL
PANEL SYSTEM WITH REVEAL AND SUB GIRT
SYSTEM. INSTALL ANCHOR AND SHIM AS
REQUIRED FOR STRUCTURAL INTEGRITY
2" CONTINUOUS RIGID INSULATION
BRICK VENEER
CONTINUOUS SEALANT AND BACKER ROD
1/2"
TUBED COLUMN BEYOND - REF
STRUCTURAL DRAWINGS
B4.3
2 1/4".
2X TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS SEALANT AND
BACKER ROD
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL SYSTEM
WITH REVEAL AND SUB GIRT
SYSTEM. INSTALL ANCHOR AND
SHIM AS REQUIRED FOR
STRUCTURAL INTEGRITY
2" CONTINUOUS RIGID INSULATION
TUBED COLUMN BEYOND - REF
STRUCTURAL DRAWINGS
EXTEND AND SEAL SILL TO
EDGE OF STAIR
CONSTRUCTION.
2X TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS SEALANT AND
BACKER ROD EACH SIDE
1" RIGID INSULATION
ALUMINUM STOREFRONT
ASSEMBLY.
COLD FORMED METAL STUD
BOX FRAMING
BATT INSULATION - PER STUD
THICKNESS.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE
5/8" GYPSUM BOARD
COMPOSITE METAL WALL PANEL -
ANCHOR TO BUILDING STRUCTURE
FOR AS REQUIRED FOR INTEGRITY
OF ASSEMBLY.
PRE-FINISHED DRAINABLE
LOUVER ASSEMBLY
INSLUATED COMPOSTE FULLY
WRAPPED PRE-FINISHED
LOUVER BLANK-OFF
ASSEMBLY- COORDINATE
EXACT LOCATIONS W/ ALL
ASSMEBLIES INTERRFACING W/
LOUVER. SEAL ALL AROUND
FOR WEATHER TIGHT
CONSTRUCTION.
CONTINUOUS SEALANT AND
BACKER ROD EACH SIDE
3-5/8" METAL STUD FRAMING
CONTINUOUS 5/8" GYPSUM
SILL BELOW
D4
2X TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS SEALANT AND
BACKER ROD EACH SIDE
1" RIGID INSULATION
ALUMINUM STOREFRONT
ASSEMBLY.
COLD FORMED METAL STUD
BOX FRAMING
BATT INSULATION - PER STUD
THICKNESS.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE
5/8" GYPSUM BOARD
COMPOSITE METAL WALL PANEL -
ANCHOR TO BUILDING STRUCTURE
FOR AS REQUIRED FOR INTEGRITY
OF ASSEMBLY.
CONTINUOUS 5/8" GYPSUM
SILL BELOW
D4
2
A515
DF
DE
D4
2
'
-
0
"
8
"
6
'
-
1
0
"
1
'
-
8
"
2
'
-
8
"
1 1 "
7 /8 "
7 ' - 4 "
A610
14 Sim
A610
12 Sim
A610
15 Sim
2.22
D100B
D100A
S3C.D
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
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5
1
:
2
3
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7
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ENLARGED
EXTERIOR PLAN
DETAILS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A313
1 PLAN DETAIL - LIMESTONE & EXECUTIVE TRANSITION
1 1/2" = 1'-0"A313
2 PLAN DETAIL - PILASTER TRANSITION
1 1/2" = 1'-0"A313
3 PLAN DETAIL - OUTSIDE CORNER
1 1/2" = 1'-0"A313
4 PLAN DETAIL - GLAZING OUTSIDE CORNER
1 1/2" = 1'-0"A313
5 PLAN DETAIL - WALL TRANSITION
1 1/2" = 1'-0"A313
7 PLAN DETAIL - STOREFRONT & MASONRY
1 1/2" = 1'-0"A313
8 PLAN DETAIL - METAL PANEL AND MASONRY
1 1/2" = 1'-0"A313
9 PLAN DETAIL - STAIR B228
1 1/2" = 1'-0"A313
10 PLAN DETAIL CLERESTORY
1 1/2" = 1'-0"A313
11 PLAN DETAIL - JAMB TRANSITION
1/2" = 1'-0"A313
12 ENLARGED PLAN AT EMPLOYEE ENTRY
1
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
1' - 6 5/8"
1'
-
6
5
/
8
"
4
5
/
8
"
5/
8
"
2"
5/
8
"
11
3
/
4
"
1
A520
CA
C2.5
4 5/8"
5/8"
2"
5/8"
11 3/4"
ALUMINUM COMPOSITE
WALL PANEL, REVEAL
AND THERMAL
SEPARATION.
GYPSUM BOARD FINISH AT
INTERIOR SILL.
2" CONTINUOUS RIGID
INSULATION
1 1/4" INSULATED GLAZING
UNIT
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
CUT LIMESTONE SILL WITH
WASH.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL
PROVIDER.
CONCEAL EDGE CHANNEL IN
METAL PANEL CONSTRUCTION
AND PROVIDE BACKER ROD
AND SEALANT BOTH SIDES.
CONTINUOUS AIR
AND MOISTURE
BARRIER
CA
C3
GYPSUM BOARD FINISH AT
INTERIOR SILL.
VARO GLAZING
CONNECTION TO BE
USED AT ALL LATERAL
GLAZING CONNECTIONS.
1 1/4" INSULATED GLAZING
UNIT
VS-1 CURTAINWALL MULLION.
REFERENCE STRUCTURAL
DRAWINGS FOR MOUNTING
INFORMATION.
CUT LIMESTONE SILL WITH
WASH. ALIGN JOINTS WITH
CENTERLINE OF MULLIONS.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL
PROVIDER.
2
1
/
8
"
4
1
/
4
"
2"
1
1
/
4
"
10
"
1' - 7"
1'
-
6
5
/
8
"
CC
C2.5
ALUMINUM COMPOSITE
WALL PANEL, REVEAL
AND THERMAL
SEPARATION.
GYPSUM BOARD FINISH AT
INTERIOR SILL.
2" CONTINUOUS RIGID
INSULATION
1 1/4" INSULATED GLAZING
UNIT
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
CUT LIMESTONE SILL WITH
WASH.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL
PROVIDER.
CONCEAL EDGE CHANNEL IN
METAL PANEL CONSTRUCTION
AND PROVIDE BACKER ROD
AND SEALANT BOTH SIDES.
CONTINUOUS AIR
AND MOISTURE
BARRIER
BACKER ROD
AND SEALANT.
CUT LIMESTONE VENEER.
CUT LIMESTONE VENEER.
1/2" AIRSPACE.
5/8" PLYWOOD SHEATHING.
6" METAL STUD FRAMING.
2 LAYERS 5/8" GYPSUM
BOARD ON CHASE SIDE OF
WALL.
5/8" PLYWOOD SHEATHING.
6" COLD FORMED METAL
STUD FRAMING.
BATT INSULATION -
FULL DEPTH OF STUDS.
1'
-
6
5
/
8
"
CC
C8.5
ALUMINUM COMPOSITE
WALL PANEL, REVEAL
AND THERMAL
SEPARATION.
GYPSUM BOARD FINISH AT
INTERIOR SILL.
2" CONTINUOUS RIGID
INSULATION
1 1/4" INSULATED GLAZING
UNITSTEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
CUT LIMESTONE SILL WITH
WASH.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL
PROVIDER.
CONCEAL EDGE CHANNEL IN
METAL PANEL CONSTRUCTION
AND PROVIDE BACKER ROD
AND SEALANT BOTH SIDES.
CONTINUOUS AIR
AND MOISTURE
BARRIER
BACKER ROD
AND SEALANT.
CUT LIMESTONE VENEER.
CUT LIMESTONE VENEER.
1/2" AIRSPACE.
5/8" PLYWOOD SHEATHING.
6" METAL STUD FRAMING.
2 LAYERS 5/8" GYPSUM
BOARD ON CHASE SIDE OF
WALL.
5/8" PLYWOOD SHEATHING.
6" COLD FORMED METAL
STUD FRAMING.
BATT INSULATION -
FULL DEPTH OF STUDS.
1' - 7"
5"
2' - 0"
5"
2"2"
2' - 0"
CA
STAINLESS STEEL FABRIC
SCREEN. REFERENCE ELEVATIONS
FOR FURTHER INFORMATION.
MOUNT SCREENS TO STAINLESS
STEEL MOUNTING BRACKET AT
LOCATIONS INDICATED. REFERENCE
STRUCTURAL DRAWINGS FOR
FURTHER ANCHORING
INFORMATION.
STAINLESS STEEL MOUNTING
BRACKET. REFERENCE
STRUCTURAL DRAWINGS FOR
MORE INFORMATION.
CUT LIMESTONE VENEER.
1/2" AIRSPACE.
2" RIGID INSULATION.
1" MORTAR NET.
CONTINUOUS AIR AND MOISTURE
BARRIER.
CAST IN PLACE CONCRETE
WALL. REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS VAPOR
BARRIER.
1 1/2" METAL STUD FURRING.
GYPSUM BOARD FINISH.
1'
-
1
0
1
/
2
"
2'
-
6
1
/
2
"
1
A520
CA
C2.5
STAINLESS STEEL FABRIC
SCREEN. REFERENCE ELEVATIONS
FOR FURTHER INFORMATION.
MOUNT SCREENS TO STAINLESS
STEEL MOUNTING BRACKET AT
LOCATIONS INDICATED.
REFERENCE STRUCTURAL
DRAWINGS FOR FURTHER
ANCHORING INFORMATION.
STAINLESS STEEL MOUNTING
BRACKET. REFERENCE
STRUCTURAL DRAWINGS FOR
MORE INFORMATION.
CUT LIMESTONE VENEER.
1/2" AIRSPACE.
1" RIGID INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CAST IN PLACE
CONCRETE WALL.
REFERENCE
STRUCTURAL
DRAWINGS.
CONTINUOUS VAPOR
BARRIER.
1 1/2" METAL
STUD FURRING.
GYPSUM BOARD
FINISH.
2" RIGID INSULATION.
9 5/8 "
9 5/8 "
2'
- 0"
2 3
/8"
2 3
/8"
8 1
/4"
1'
-
2 3/8"
5"
3 1
/8"
3 1
/8"
2'
- 0"
3'
-
6 1/2"
1'
- 7 3
/8"
1
A521
2' - 6"
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
5/8" PLYWOOD SHEATHING.
BATT INSULATION - PER
STUD THICKNESS
6" METAL STUD FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER1 1/4" INSULATED GLAZING UNIT
ALUMINUM EDGE CHANNEL BY
CURTAINWALL PROVIDER. CONCEAL
WITHIN DEPTH OF METAL PANEL
SYSTEM.
WOOD BLOCKING.
4" METAL STUD FRAMING
C5
CC11
3
/
4
"
1'
-
3
3
/
4
"
2'
-
6
3
/
4
"
C5.9
CD
3 5/8" METAL STUD FRAMING
GYPSUM BOARD FINISH
STEEL COLUMN.
REFERENCE
STRUCTURAL
DRAWINGS.
6" METAL STUD FRAMING
GYPSUM BOARD
FINISH.
1'
-
0
1
/
2
"
1'
-
0
1
/
8
"
2'
-
1
1
/
4
"
2'
-
0
5
/
8
"
1/
2
"
1
1
/
2
"
1' - 1 7/8"
INTERIOR WOOD
STOREFRONT
WINDOW SYSTEM.
REFERENCE .
3 1/2"
1/2"
GYPSUM BOARD
FINISH.
10 1/4"
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL CONTINUOUS VAPOR BARRIER
4"
3"
1"1"
METAL STUD
FRAMING AND
BOXED HEADER
AS REQUIRED
THERMAL BATT INSULATION
3
C5.9
1' - 1 7/8"
3 1/2"
6" METAL STUD FRAMING
CONTINUOUS WOOD
BLOCKING.
GYPSUM BOARD
FINISH.
INTERIOR WOOD
STOREFRONT
WINDOW SYSTEM.
GYPSUM BOARD
FINISH.
10 1/4"
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS
VAPOR BARRIER.
1
1
/
2
"
1/
2
"
4"
3"
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
THERMAL BATT INSULATION 3
C5.1
CD
3 5/8" METAL STUD
FRAMING
GYPSUM BOARD FINISH
STEEL COLUMN.
REFERENCE
STRUCTURAL
DRAWINGS.
6" METAL STUD FRAMING
J-MOLD TRIM.
GYPSUM BOARD
FINISH.
GYPSUM BOARD
FINISH.
1
1
/
2
"
1' - 1 7/8"
10 1/4"
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
2X TREATED
WOOD BLOCKING
AND SHIMS
C5.1
1' - 1 7/8"
10 1/4"
6" METAL STUD
FRAMING
CAST IN PLACE
CONCRETE WALL.
REFERENCE
STRUCTURAL
DRAWINGS.
J-MOLD TRIM.
GYPSUM BOARD
FINISH.
GYPSUM BOARD
FINISH.
1 1/2" METAL STUD
FURRING.
CONTINUOUS
WOOD BLOCKING.
1
1
/
2
"
1/
2
"
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
TREATED WOOD
BLOCKING AND
SHIMS
CC
CUT LIMESTONE VENEER.
1/2" AIRSPACE.
5/8" PLYWOOD SHEATHING.
6" METAL STUD FRAMING.
5/8" TYPE "X" GYPSUM BOARD
CONTINUOUS TREATED
WOOD BLOCKING.
9
1
/
4
"
1'
-
6
1
/
2
"
1 1/2"1/2"
1" GYSPUM BOARD
SHAFT LINER PANEL
2 1/2" 20GA "CH" STUD
5/8" TYPE "X"
GYPSUM BOARD
ACOUSTICAL BATT
INSULATION
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
C5.1
CD
3 5/8" METAL STUD
FRAMING
GYPSUM BOARD FINISH
STEEL COLUMN.
REFERENCE
STRUCTURAL
DRAWINGS.6" METAL STUD FRAMING
GYPSUM BOARD
FINISH.
GYPSUM BOARD
FINISH.
ALL GLASS
RAILING SYSTEM.
3 5/8"10 1/4"
1' - 1 7/8"
1'
-
0
1
/
2
"
1'
-
0
3
/
4
"
2'
-
1
1
/
4
"
5"
CE
C5.1
6" METAL STUD
FRAMING
CAST IN PLACE
CONCRETE WALL.
REFERENCE
STRUCTURAL
DRAWINGS.
GYPSUM BOARD
FINISH.
CONTINUOUS TREATED
WOOD BLOCKING.
2'
-
6
1
/
2
"
10
1
/
2
"
1'
-
8
"
1/2"1 1/2"
CUT LIMESTONE VENEER.
STAIR TREADS BEYOND.
STAINED HARDWOOD TRIMSTAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
CE
C5.9
2'
-
6
1
/
2
"
6" METAL STUD
FRAMING
CAST IN PLACE
CONCRETE WALL.
REFERENCE
STRUCTURAL
DRAWINGS.
GYPSUM BOARD
FINISH.
CONTINUOUS
TREATED WOOD
BLOCKING.
10
1
/
2
"
1'
-
8
"
CUT LIMESTONE VENEER.
STAIR TREADS BEYOND.
1 1/2"
1/2"
10 1/4"
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
TREATED WOOD BLOCKING
AND SHIMS
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
1
:
4
5
A
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2
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0
7
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ENLARGED
EXTERIOR PLAN
DETAILS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1" = 1'-0"A314
1 CORNER COLUMN DETAIL
1" = 1'-0"A314
4 VS-1 MULLION DETAIL
1" = 1'-0"A314
7 CORNER COLUMN DETAIL
1" = 1'-0"A314
10 CORNER COLUMN DETAIL
1" = 1'-0"A314
13 TYPICAL MOUNTING BRACKET DETAIL
1" = 1'-0"A314
2 CORNER MOUNTING BRACKET DETAIL
1" = 1'-0"A314
5 DOWNSPOUT ENCLOSURE DETAIL
1 1/2" = 1'-0"A314
8 JAMB DETAIL
1 1/2" = 1'-0"A314
11 JAMB DETAIL
1 1/2" = 1'-0"A314
14 JAMB DETAIL
1 1/2" = 1'-0"A314
3 JAMB DETAIL
1 1/2" = 1'-0"A314
6 JAMB DETAIL
1 1/2" = 1'-0"A314
9 PLAN DETAIL
1 1/2" = 1'-0"A314
12 JAMB DETAIL
1 1/2" = 1'-0"A314
15 JAMB DETAIL
NO.DESCRIPTIONDATE
3Bid Package #309/16/2015
2' - 1 1/2"
1' - 0 1/2"
1/2"
1' - 0 1/2"
1'
-
4
"
7
3
/
4
"
1/
2
"
7
3
/
4
"
C5
CC
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
5/8" PLYWOOD SHEATHING.
6" METAL STUD FRAMING.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
BC
B1
AG
INSTALL CONTINUOUS
FURRING ON WALL AS
REQUIRED TO CONSEAL
STRINGERS W/
GYPSUMBOARD.
5/8" TREATED PLYWOOD
SHEATHING.
BRICK VENEER
ROW LOCK BRICK SILL
6" COLD FORMED METAL
STUD FRAMING
3 5/8" METAL STUD
FRAMING
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
2X TREATED WOOD
BLOCKING AND SHIMS AS
REQUIRED
1 1/2"
1 1/2"6" COLD FORMED METAL
STUD BOX FRAMING TYP.
3 5/8" COLD FORMED
METAL STUD FRAMING
TREATED WOOD BLOCKING
AS REQUIRED FOR
HANDRAIL
1' - 1 7/8"
1' - 0"
C5.1
CC
PREFINISHED METAL SILL FLASHING.
TERMINATE ROOF MEMBRANE
UNDER FLASHING WITH
TERMINATION BAR.
BATT INSULATION - PER
STUD THICKNESS
GYPSUM BOARD FINISH AT
WINDOW STOOL.
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
1 1/4" INSULATED GLAZING UNIT
ALUMINUM EDGE CHANNEL BY
CURTAINWALL PROVIDER. CONCEAL
WITHIN DEPTH OF STONE VENEER.
TREATED WOOD BLOCKING.
6" COLD FORMED METAL STUD
FRAMING.
CONTINUOUS SEALANT AND
BACKER ROD.
RETURN ALUMINUM COMPOSITE
WALL PANEL AT WINDOW STOOL
AS INDICATED.
1
3
/
4
"
3" CUT LIMESTONE
VENEER.
5/8" PLYWOOD
SHEATHING.
BATT INSULATION - PER
STUD THICKNESS
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
4" COLD FORMED METAL STUD
FRAMING.
ROOF MEMBRANE OVER
EXTERIOR GYPSUM
SHEATHING.
5/8" PLYWOOD
SHEATHING.
3" CUT LIMESTONE VENEER.
6" METAL STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
STEEL COLUMN.
REFERENCE STRUCTURAL
DRAWINGS.
10 1/4"
9
1
/
4
"
9
3
/
8
"
1'
-
6
5
/
8
"
4
5
/
8
"
8"
9
3
/
8
"
1'
-
5
3
/
8
"
CC
VARO GLAZING
CONNECTION TO BE
USED AT ALL LATERAL
GLAZING CONNECTIONS.
PREFINISHED METAL SILL
FLASHING. TERMINATE ROOF
MEMBRANE UNDER FLASHING
WITH TERMINATION BAR.
GYPSUM BOARD FINISH AT
WINDOW STOOL.
1 1/4" INSULATED GLAZING UNIT
CONTINUOUS SEALANT AND
BACKER ROD.
CUT LIMESTONE VENEER.
4
5
/
8
"
1
3
/
8
"
2
1
/
8
"
9
1
/
4
"
9
3
/
8
"
1'
-
6
5
/
8
"
STEEL COLUMN. PAINT FINISH
AS SELECTED BY ARCHITECT.
REFERENCE STRUCTURAL
DRAWINGS.
CC
C8.5
ALUMINUM COMPOSITE
WALL PANEL, REVEAL
AND THERMAL
SEPARATION.
GYPSUM BOARD FINISH AT
INTERIOR SILL.
2" CONTINUOUS RIGID
INSULATION
1 1/4" INSULATED GLAZING
UNIT
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL
PROVIDER.
CONCEAL EDGE CHANNEL IN
METAL PANEL CONSTRUCTION
AND PROVIDE BACKER ROD
AND SEALANT BOTH SIDES.
CONTINUOUS AIR
AND MOISTURE
BARRIER
PREFINISHED METAL SILL
FLASHING. TERMINATE ROOF
MEMBRANE UNDER FLASHING
WITH TERMINATION BAR.
1' - 6 5/8"
1' - 0 3/4"
1 1/4"
4 5/8"
1'
-
6
5
/
8
"
1'
-
0
3
/
4
"
1
1
/
4
"
4
5
/
8
"
9 3/8"
9
1
/
4
"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
1
:
5
6
A
M
C:
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2
-
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0
7
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F
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9
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ENLARGED
EXTERIOR PLAN
DETAILS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A315
1 Callout (7) of PLAN - 2nd Level Floor Plan
1 1/2" = 1'-0"A315
2 Callout of ENLP - STAIR B133
1 1/2" = 1'-0"A315
3 JAMB DETAIL AT LIBRARY CLERESTORY GLAZING
1
1 1/2" = 1'-0"A315
4 DETAIL AT STEEL COLUMN MULLIONS
1
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
1 1/2" = 1'-0"A315
5 PLAN DETAIL AT UPPER COLUMN WRAP
1
2
A511
1/
2
"
8'
-
1
1
/
2
"
1/
2
"
14
'
-
6
1
/
8
"
26
'
-
5
3
/
8
"
3'
-
8
1
/
4
"
1/
2
"
1'
-
5
3
/
4
"
2'
-
8
"
7'
-
1
1
"
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE . TYP.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE FRAME (BEYOND) AS REQUIRED TO
ACCOMMODATE HINGE AND CEDAR
ASSEMBLIES DURING SWING OF GATE.
CENTER FRAME EVENLY ON EACH SIDE. ALL
ASSEMBLIES SHALL BE INSTALLED AS
REQUIRED FOR STRUCTURAL INTEGRITY. TYP.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE MASONRY SLEVE FOR
CANE ROD. TYP. - HORIZONTAL
MOUNTING.
GLASS AND ALUMINUM SYSTEM - REFERENCE
FLOOR PLANS AND A601 - A603 FOR
ADDITIONAL INFORMATION.
GLASS AND ALUMINUM SYSTEM - REFERENCE
FLOOR PLANS AND A601 - A603 FOR
ADDITIONAL INFORMATION.
METAL PANEL SYSTEM - BEYOND
METAL PANEL SYSTEM - BEYOND
HINGES AS REQUIRED FOR STRUCTURAL
INTEGRITY OF GATE AND ALL ASSOCIATED
ASSEMBLIES. REFERENCE STRUCTURAL
DRAWINGS FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. - THRU MASONRY
THIS LOCATION
HINGES AS REQUIRED FOR STRUCTURAL
INTEGRITY OF GATE AND ALL ASSOCIATED
ASSEMBLIES. REFERENCE STRUCTURAL
DRAWINGS FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. - THRU MASONRY
THIS LOCATION
CONCRETE SLAB - REFERENCE SECTION
AND CIVIL DRAWINGS.
NON-HINGED REMOVABLE CEDAR PANEL
ASSEMBLY - REFERENCE SECTION
CEDAR ASSEMBLY MOUNTED TO STORE
FRONT - REFERERENCE PLANS AND DETAILS
FOR ADDITIONAL INFORMATION.
4
A517
26
'
-
5
3
/
8
"
1/
2
"
11
'
-
3
1
/
2
"
1/
2
"
15
'
-
0
7
/
8
"
2'
-
0
1
/
2
"
2'
-
8
"
7'
-
1
1
"
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE . TYP.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE FRAME (BEYOND) AS REQUIRED TO
ACCOMMODATE HINGE AND CEDAR
ASSEMBLIES DURING SWING OF GATE.
CENTER FRAME EVENLY ON EACH SIDE. ALL
ASSEMBLIES SHALL BE INSTALLED AS
REQUIRED FOR STRUCTURAL INTEGRITY. TYP.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE MASONRY SLEVE FOR
CANE ROD. TYP. - HORIZONTAL
MOUNTING.
GLASS AND ALUMINUM SYSTEM - REFERENCE
FLOOR PLANS AND A601 - A603 FOR
ADDITIONAL INFORMATION.
GLASS AND ALUMINUM SYSTEM - REFERENCE
FLOOR PLANS AND A601 - A603 FOR
ADDITIONAL INFORMATION.
METAL PANEL SYSTEM - BEYOND
METAL PANEL SYSTEM - BEYOND
HINGES AS REQUIRED FOR STRUCTURAL
INTEGRITY OF GATE AND ALL ASSOCIATED
ASSEMBLIES. REFERENCE STRUCTURAL
DRAWINGS FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. - THRU MASONRY
THIS LOCATION
HINGES AS REQUIRED FOR STRUCTURAL
INTEGRITY OF GATE AND ALL ASSOCIATED
ASSEMBLIES. REFERENCE STRUCTURAL
DRAWINGS FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. - THRU MASONRY
THIS LOCATION
CONTINUOUS BRICK VENEER AND
ASSOCIATED METAL FLASHING AND
COUNTER FLASHING. COORDINATE
BRICK VENEER WITH KNIFE PLATE AND
HINGE TYP.
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
1ST FLOOR LEVEL
0"
12
'
-
2
"
KYNAR COATED
MOUNTING PLATES
KYNAR COATED
COLUMN FRAME W/
HORIZONTAL BRACING
KYNAR COATED BASE
PLATE W/ IMBEDED
ANCHOR BOLTS.
RECESS PLATE IN SLAB
TO BE FLUSH W/ TOP
OF CONCRETE.
2X DECORATIVE
CEDAR FRAMING
KYNAR COATED
MOUNTING PLATES
14
'
-
1
3
/
8
"
COMPOSITE METAL
PANEL
D2
01 - First Floor
0' - 0"
AL
I
G
N
W
/
T
O
P
O
F
W
I
N
G
W
A
L
L
@
M
E
T
A
L
C
A
P
10
'
-
0
"
+
2'
-
1
1
1
/
4
"
8'
-
0
"
1'
-
0
"
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
LOCATE FRAME (BEYOND) AS REQUIRED
TO ACCOMMODATE HINGE AND CEDAR
ASSEMBLIES DURING SWING OF GATE.
CENTER FRAME EVENLY ON EACH SIDE.
ALL ASSEMBLIES SHALL BE INSTALLED AS
REQUIRED FOR STRUCTURAL INTEGRITY.
HINGE, HINGE STRAP, HINGE YOKE
AND COLUMN AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
EXTEND GATE AND DOOR TO WITHIN 3"
OF FINISHED GRADE/ CONCRETE
SURFACE
10
'
-
6
"
-
2'
-
1
1
1
/
4
"
1' - 5" +-
FIELD VERIFY
5' - 1 3/8"
FIELD VERIFY
5' - 1 3/8"8"+-
FIELD VERIFY
5' - 1 3/8"
FIELD VERIFY
5' - 1 3/8"8 1/8"
FIELD VERIFY
5' - 1 3/8"
FIELD VERIFY
5' - 1 3/8"8" +-
FIELD VERIFY
5' - 1 3/8"
FIELD VERIFY
5' - 1 3/8"1' - 5"+-
8'
-
0
"
1'
-
0
"
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE . TYP.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. MOUNT ON
EXTERIOR @ REFUSE ENCLOSURE ONLY.
MOUNT ON INTERIOR AT ALL OTHER
LOCATIONS. IMBED STAINLESS STEEL
RECIEVER INTO CONCRETE FOR CANE
ROD. TYP.
LOCATE FRAME (BEYOND) AS REQUIRED TO
ACCOMMODATE HINGE AND CEDAR
ASSEMBLIES DURING SWING OF GATE.
CENTER FRAME EVENLY ON EACH SIDE. ALL
ASSEMBLIES SHALL BE INSTALLED AS
REQUIRED FOR STRUCTURAL INTEGRITY. TYP.
HINGE, HINGE STRAP, HINGE YOKE AND
COLUMN AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE AND
ALL ASSOCIATED ASSEMBLIES. TYP.
SLIDE LATCH BOLT ASSEMBLY - MOUNT ON
EXTERIOR @ REFUSE ENCLOSURE ONLY.
MOUNT ON INTERIOR AT ALL OTHER
LOCATIONS. INSTALL AS REQUIRED TO
ACCOMMODATE CEDAR SLATS - EXTEND TO
FACE OF CEDAR. PROVIDE FINAL DETAILS
TO DESIGN TEAM FOR APPROVAL
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
0"
CO
R
D
W
/
C
I
V
I
L
8"
+
EXTEND GATE AND DOOR TO WITHIN
3" OF FINISHED GRADE
6"
-
PRE-FINISHED METAL COPING
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
2
:
1
1
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C:
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4
5
2
2
-
0
0
7
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r
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F
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-
C
E
N
T
R
A
L
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_
L
O
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0
7
2
9
2
0
1
5
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t
A320
LI
B
E
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T
Y
F
U
N
D
H
E
A
D
Q
U
A
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T
E
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CA
R
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,
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A
ENLARGED
EXTERIOR
ELEVATIONS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
3/8" = 1'-0"A320
1 CEDAR SCREEN OFFICE ENTRY
3/8" = 1'-0"A320
2 CEDAR SCREEN - OFFICE A
1/2" = 1'-0"A320
3 Section 29
3/8" = 1'-0"A320
4 CEDAR SCREEN - SOUTH MECH DOOR
3/8" = 1'-0"A320
5 CEDAR - SOUTH GATES
NO.DESCRIPTIONDATE
METAL PANEL SYSTEM -
BEYOND
GLASS AND ALUMINUM SYSTEM
- REFERENCE FLOOR PLANS
AND A601 - A603 FOR
ADDITIONAL INFORMATION.
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE CEDAR SCREEN FRAME (BEYOND)
AS REQUIRED TO ACCOMMODATE HINGE
AND CEDAR ASSEMBLIES DURING SWING
OF SCREEN. CENTER FRAME TO
ALUMINUM GLAZING ASSEMBLY EVENLY
ON EACH SIDE. ALL ASSEMBLIES SHALL
BE INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP.
OUTLINE OF CONCRETE STOOP -
REFERENCE CIVIL DRAWINGS.
COORDINATE CEDAR SCREEN
LOCATIONS WITH CONCRETE STOOP.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP
13
'
-
7
1
/
2
"
0"
3
1
/
2
"
13
'
-
4
"
12
'
-
3
1
/
4
"
8'
-
2
1
/
4
"
2'
-
1
1
1
/
4
"
FIELD VERIFY
3' - 8 1/2"
FIELD VERIFY
3' - 8 1/2"
FIELD VERIFY
3' - 8 1/2"
FIELD VERIFY
3' - 8 1/2"
FIELD VERIFY
3' - 8 1/2"
FIELD VERIFY
3' - 8 1/2"
CONTINUOUS BRICK VENEER AND
ASSOCIATED METAL FLASHING AND
COUNTER FLASHING. COORDINATE BRICK
VENEER WITH KNIFE PLATE AND HINGE.
TYP.
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
COORDINATE LOCATION OF
CONCRETE STOOP W/ CIVIL AND
LANDSCAPE. EXTEND CEDAR
SLATS.
METAL PANEL SYSTEM - BEYOND
12
'
-
7
1
/
2
"
.
FIELD VERIFY
4'-6"+-
13
'
-
4
"
12
'
-
3
1
/
4
"
2'
-
1
1
1
/
4
"
8'
-
2
1
/
4
"
HINGE ASSEMBLIES MOUNTED
ON ADJACENT WALL
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE CEDAR SCREEN FRAME (BEYOND)
AS REQUIRED TO ACCOMMODATE HINGE
AND CEDAR ASSEMBLIES DURING SWING
OF SCREEN. CENTER FRAME TO
ALUMINUM GLAZING ASSEMBLY EVENLY
ON EACH SIDE. ALL ASSEMBLIES SHALL
BE INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY.
HINGE ASSEMBLIES MOUNTED
ON ADJACENT WALL
OUTLINE OF CONCRETE STOOP -
REFERENCE CIVIL DRAWINGS.
COORDINATE CEDAR SCREEN
LOCATIONS WITH CONCRETE STOOP
GLASS AND ALUMINUM SYSTEM
- REFERENCE FLOOR PLANS
AND A601 - A603 FOR
ADDITIONAL INFORMATION.
FIELD VERIFY
4' - 5" +-
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE AND
ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE AND
ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND
COORDINATE STEP AND PANEL
CONFIGURATION.
ADJUST CEDAR SCREEN
BOTTOM OF FRAME TO
ACCOMMODATE SLAB
1/
2
"
9'
-
1
1
/
2
"
2'
-
1
1
1
/
4
"
METAL PANEL SYSTEM -
BEYOND
GLASS AND ALUMINUM SYSTEM
- REFERENCE FLOOR PLANS
AND A601 - A603 FOR
ADDITIONAL INFORMATION.
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE CEDAR SCREEN FRAME (BEYOND)
AS REQUIRED TO ACCOMMODATE HINGE
AND CEDAR ASSEMBLIES DURING SWING
OF SCREEN. CENTER FRAME TO
ALUMINUM GLAZING ASSEMBLY EVENLY
ON EACH SIDE. ALL ASSEMBLIES SHALL
BE INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP
COORDINATE METAL PANEL ASSEMBLY
WITH HINGE @ INSIDE CORNER
3
1
/
2
"
13
'
-
7
1
/
2
"
0"
12
'
-
8
"
12
'
-
3
1
/
4
"
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
CONTINUOUS BRICK VENEER AND
ASSOCIATED METAL FLASHING AND
COUNTER FLASHING. COORDINATE BRICK
VENEER WITH KNIFE PLATE AND HINGE. TYP.
CW10
12
'
-
3
1
/
4
"
12
'
-
8
"
8'
-
2
1
/
4
"
2'
-
1
1
1
/
4
"
3
1
/
2
"
FIELD VERIFY
3' - 8 1/2"
METAL PANEL SYSTEM - BEYOND
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE CEDAR SCREEN FRAME (BEYOND)
AS REQUIRED TO ACCOMMODATE HINGE
AND CEDAR ASSEMBLIES DURING SWING
OF SCREEN. CENTER FRAME TO
ALUMINUM GLAZING ASSEMBLY EVENLY
ON EACH SIDE. ALL ASSEMBLIES SHALL
BE INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY.
GLASS AND ALUMINUM SYSTEM
- REFERENCE FLOOR PLANS
AND A601 - A603 FOR
ADDITIONAL INFORMATION.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE AND
ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE AND
ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND
13
'
-
7
1
/
2
"
0"
CONTINUOUS BRICK VENEER AND
ASSOCIATED METAL FLASHING AND
COUNTER FLASHING. COORDINATE BRICK
VENEER WITH KNIFE PLATE AND HINGE. TYP.
12
'
-
8
"
COORDINATE METAL PANEL ASSEMBLY
WITH HINGE @ INSIDE CORNER
METAL PANEL SYSTEM - BEYOND
GLASS AND ALUMINUM SYSTEM
- REFERENCE FLOOR PLANS
AND A601 - A603 FOR
ADDITIONAL INFORMATION.
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE CEDAR SCREEN FRAME (BEYOND)
AS REQUIRED TO ACCOMMODATE HINGE
AND CEDAR ASSEMBLIES DURING SWING
OF SCREEN. CENTER FRAME TO
ALUMINUM GLAZING ASSEMBLY EVENLY
ON EACH SIDE. ALL ASSEMBLIES SHALL
BE INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP
3
1
/
2
"
13
'
-
7
1
/
2
"
2'
-
1
1
1
/
4
"
8'
-
2
1
/
4
"
AREA WAY WALL BEYOND
FIXED CEDAR SCREEN AND FRAME
0"4"
CONTINUOUS BRICK VENEER AND
ASSOCIATED METAL FLASHING AND
COUNTER FLASHING. COORDINATE BRICK
VENEER WITH KNIFE PLATE AND HINGE. TYP.
COORDINATE METAL PANEL ASSEMBLY
WITH HINGE @ INSIDE CORNER
METAL PANEL SYSTEM -
BEYOND
GLASS AND ALUMINUM SYSTEM
- REFERENCE FLOOR PLANS
AND A601 - A603 FOR
ADDITIONAL INFORMATION.
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE CEDAR SCREEN FRAME (BEYOND)
AS REQUIRED TO ACCOMMODATE HINGE
AND CEDAR ASSEMBLIES DURING SWING
OF SCREEN. CENTER FRAME TO
ALUMINUM GLAZING ASSEMBLY EVENLY
ON EACH SIDE. ALL ASSEMBLIES SHALL
BE INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP
AREA WAY WALL
0"
13
'
-
7
1
/
2
"
FIXED CEDAR SCREEN AND FRAME
12
'
-
8
"
12
'
-
3
1
/
4
"
8'
-
2
1
/
4
"
2'
-
1
1
1
/
4
"
3
1
/
2
"
CONTINUOUS BRICK VENEER AND
ASSOCIATED METAL FLASHING AND
COUNTER FLASHING. COORDINATE BRICK
VENEER WITH KNIFE PLATE AND HINGE. TYP.
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
METAL PANEL SYSTEM -
BEYOND
GLASS AND ALUMINUM SYSTEM
- REFERENCE FLOOR PLANS
AND A601 - A603 FOR
ADDITIONAL INFORMATION.
CONTINUOUS DECORATIVE 2X CEDAR -
SPACING SHALL BE 1-1/2" MAXIMUM
UNLESS NOTED OTHERWISE.
EXTERIOR GRADE STAINLESS STEEL
INDUSTRIAL CANE RODS. IMBED
STAINLESS STEEL RECIEVER INTO
CONCRETE SLEVE FOR CANE ROD. TYP.
LOCATE CEDAR SCREEN FRAME (BEYOND)
AS REQUIRED TO ACCOMMODATE HINGE
AND CEDAR ASSEMBLIES DURING SWING
OF SCREEN. CENTER FRAME TO
ALUMINUM GLAZING ASSEMBLY EVENLY
ON EACH SIDE. ALL ASSEMBLIES SHALL
BE INSTALLED AS REQUIRED FOR
STRUCTURAL INTEGRITY.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP.
COORDINATE LOCATION OF CONCRETE
STOOP W/ CIVIL AND LANDSCAPE.
HINGES AS REQUIRED FOR
STRUCTURAL INTEGRITY OF GATE
AND ALL ASSOCIATED ASSEMBLIES.
REFERENCE STRUCTURAL DRAWINGS
FOR KNIFE PLATE ATTACHED TO
BUILDING STRUCTURE. KNIFE PLATE
HINGE AND CEDAR SCREENS SHALL
ALIGN WITH STOREFRONT AND METAL
PANEL ASSEMBLY BEYOND - TYP
CONTINUOUS BRICK VENEER AND
ASSOCIATED METAL FLASHING AND
COUNTER FLASHING. COORDINATE BRICK
VENEER WITH KNIFE PLATE AND HINGE.
TYP.
13
'
-
7
1
/
2
"
12
'
-
8
"
12
'
-
3
1
/
4
"
8'
-
2
1
/
4
"
2'
-
1
1
1
/
4
"
3
1
/
2
"
0"
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
2
:
3
0
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A321
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
ENLARGED
EXTERIOR
ELEVATIONS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
3/8" = 1'-0"A321
1 CEDAR SCREEN - OFFICE C108 - NORTH - TYPICAL CONFIGURATION
3/8" = 1'-0"A321
2
CEDAR SCREEN - OFFICE C108 - EAST - GRADE TRANSITION @ SCREEN - NON
STANDARD
3/8" = 1'-0"A321
4 CEDAR SCREEN - EAST MAIN ENTRY CEDAR
3/8" = 1'-0"A321
7 CEDAR - OFFICE C111 PANEL - NON STANDARD SIZE
3/8" = 1'-0"A321
5 OFFICE C111 - NORTH ELEVATION
3/8" = 1'-0"A321
6 OFFICE - C 111 - NORTH ELEVATION
3/8" = 1'-0"A321
3 CEDAR SCREEN - OFFICE C108 - WEST
NO.DESCRIPTIONDATE
8"
2'
-
0
"
1'
-
2
"
1'
-
6
"
2'
-
1
0
"
1'
-
1
0
"
2'
-
8
"
2'
-
0
"
1'
-
0
"
2'
-
8
"
1'
-
6
"
2'
-
8
"
1'
-
8
"
2'
-
0
"
10
"
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 2'-8" TO 6'-8".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 3'-4" TO 8'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 4'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 4'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 4'-4" TO 6'-8".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 3'-4" TO 5'-4".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 4'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 3'-4" TO 6'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 5'-4".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 2'-8" TO 5'-4".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 2'-0" TO 4'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 4'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 3'-0" TO 6'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 4'-0" TO 6'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 4'-0".
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
1'
-
4
"
2'
-
0
"
1'
-
2
"
1'
-
6
"
4"
1'
-
0
"
ALIGN MORTAR JOINT
IN STONE CAP WITH
EDGE OF COLUMN
ABOVE. TYPICAL.
CONTROL JOINT AT
EDGE OF MOUNTING
BRACKET WITH
CONTINUOUS SEALANT
AND BACKER ROD.
TYPICAL.
COPE STONE AROUND
MOUNTING BRACKET
ARMS. TYPICAL.
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
ALIGN MORTAR JOINT
IN STONE CAP WITH
EDGE OF COLUMN
ABOVE. TYPICAL.
CONTINUOUS
VERTICAL CONTROL
JOINT AT EDGE OF
MOUNTING BRACKET
WITH CONTINUOUS
SEALANT AND BACKER
ROD. TYPICAL.
COPE STONE AROUND
MOUNTING BRACKET
ARMS. TYPICAL.
1'
-
4
"
2'
-
0
"
1'
-
2
"
1'
-
6
"
4"
1'
-
0
"
2' - 4"3"
2' - 7"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
1' - 9 1/2"
3' - 9 1/2"
1' - 10 3/4"1' - 10 3/4"
1' - 4 1/4"1' - 4 1/2"
1'
-
4
"
2'
-
0
"
1'
-
2
"
1'
-
6
"
4"
ALIGN MORTAR JOINTS
IN STONE CAP WITH
MULLION CENTERLINE.
TYPICAL.
ALIGN MORTAR
JOINTS IN THIS
COURSE WITH
CENTERLINE OF
MOUNTING BRACKET.
TYPICAL.
COPE STONE AROUND
MOUNTING BRACKET
ARMS. TYPICAL.
1'
-
0
"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
3"2' - 4"
2' - 7"
1' - 2"1' - 5"
1'
-
4
"
2'
-
0
"
1'
-
2
"
1'
-
6
"
4"
1'
-
0
"
ALIGN MORTAR JOINT
IN STONE CAP WITH
EDGE OF COLUMN
ABOVE. TYPICAL.
CONTINUOUS
CONTROL JOINT AT
EDGE OF MOUNTING
BRACKET WITH
CONTINUOUS
SEALANT AND
BACKER ROD.
TYPICAL.
COPE STONE AROUND
MOUNTING BRACKET
ARMS. TYPICAL.
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
1'
-
4
"
2'
-
0
"
1'
-
2
"
1'
-
6
"
4"
ALIGN MORTAR JOINTS
IN STONE CAP WITH
MULLION CENTERLINE.
TYPICAL.
CONTROL JOINT WITH
CONTINUOUS SEALANT
AND BACKER ROD.
TYPICAL.
COPE STONE AROUND
MOUNTING BRACKET
ARMS. TYPICAL.
1'
-
0
"
10 3/4"10 3/4"
1' - 10 3/4"1' - 10 3/4"
HATCHED AREAS
INDICATE VELOUR
BRICK TYPE. VELOUR
BRICK TO PROJECT
1/2" FROM FACE OF
SMOOTH BRICK.
SMOOTH BRICK
ROWLOCK COURSE
OF SMOOTH BRICK.
2'
-
8
"
3
5
/
8
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
11
"
1' - 4"8"3' - 4"8"1' - 4"
26
'
-
4
"
EXTEND MASONRY
AND ASSOCIATED
PATTERN TO
GRADE AND
BELOW
1ST FLOOR LEVEL
0"
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 2'-8" TO 6'-8".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 2'-0" TO 6'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 5'-4".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 3'-4" TO 6'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 4'-4" TO 6'-8".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 2'-0" TO 5'-4".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 4'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 3'-4" TO 6'-0".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-4" TO 5'-4".
HORIZONTAL COURSING
TO BE A RANDOM MIX OF
WIDTHS FROM 1'-8" TO 5'-4".2'
-
7
"
9
3
/
8
"
2'
-
0
"
2'
-
8
"
1'
-
8
"
3'
-
0
"
1'
-
6
"
1'
-
2
"
1'
-
1
1
5
/
8
"
8"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
2
:
4
8
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
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A322
LI
B
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R
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F
U
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D
H
E
A
D
Q
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A
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T
E
R
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CA
R
M
E
L
,
I
N
D
I
A
N
A
ENLARGED
EXTERIOR
ELEVATIONS
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A322
1 TYPICAL ENLARGED ELEVATION AT UNIT C LIMESTONE
1/2" = 1'-0"A322
2 ENLARGED ELEVATION AT LIMESTONE CONTROL JOINT
1/2" = 1'-0"A322
3 ENLARGED ELEVATION AT LIMESTONE CORNER
1/2" = 1'-0"A322
4 TYPICAL ENLARGED ELEVATION AT MOUNTING BRACKER
1/2" = 1'-0"A322
5 ENLARGED ELEVATION AT LIMESTONE CORNER
1/2" = 1'-0"A322
6 ENLARGED ELEVATION AT LIMESTONE CONTROL JOINT
1/2" = 1'-0"A322
7 TYPICAL ENLARGED ELEVATION AT BRICK
1/2" = 1'-0"A322
8 TYPICAL ENLARGED ELEVATION AT UNIT A LIMESTONE
NO.DESCRIPTIONDATE
GYP.
X'-X"
SUPPLY AIR DIFFUSER
RETURN AIR GRILLE/EXHAUST AIR GRILLE
PENDANT MOUNTED LIGHT FIXTURE
CEILING HEIGHT & TYPE
EXIT LIGHT
NOTE:REFER TO MECHANICAL,
ELECTRICAL AND PLUMBING
PLANS FOR FIXTURE TYPES
SURFACE OR RECESSED FIXTURE (REF.
ELECTRICAL DRAWINGS)
RECESSED CAN LIGHT
ACOUSTICAL PANEL CEILING (GRID)
NEW GYPSUM BOARD CEILING
CEILING ACCESS DOOR
WALL SCONCEOR
RECESSED OR SUSPENDED LINEAR FIXTURE
(REF. ELECTRICAL DRAWINGS)
FIRE ALARM DEVICE
2
A512
3
A512
4
A512
1
A513
2
A513
3
A513
2
A517
1
A519
3
A518
4
A513
4
A518
1
A520
4
A519
IT WORK ROOM
C010STORAGE
C011
IT SERVER
C007
MDF
C008
STAIR
C005
CORRIDOR
C004
REFERENCE LIBRARY
C001
STORAGE
C003
ELEVATOR MACHINE
C002
ELECTRICAL ROOM
C001A
STAIR
C014
MECHANICAL
C013
CHEM PUMP
C006
GYP
8' - 11" A.F.F.
ACT
9' - 0" A.F.F.
ACT
8' - 0" A.F.F.
ACT
8' - 0" A.F.F.
GYP
9' - 11" A.F.F.
GYP
9' - 11" A.F.F.
GYP - 1 HR
8' - 0" A.F.F.
GYP
12' - 9 1/4" A.F.F.
2
GYP
9' - 11" A.F.F.
2
GYP
8' - 11" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
7
8
88
8
8
8
E Q EQ
7
7
7
99
EQ EQ
4'
-
6
1
/
4
"
EQ 10' - 0"10' - 0"10' - 0"10' - 0"EQ
EQ
12
'
-
1
1
"
EQ
1 ' - 2 "
7 ' - 0 "
7 ' - 0 "
7 ' - 0 "
7 ' - 0 "
7 ' - 0 "
7 ' - 0 "
7 ' - 0 "
3 ' - 2 3 /4 "
2
7
'
-
1
1
/
2
"
1
5
'
-
5
"
1
1
'
-
8
1
/
2
"
7
'
-
8
1
/
2
"
EQ EQ
3'
-
1
0
1
/
2
"
4'
-
5
1
/
2
"
3' - 3 3/4"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
1' - 2"
38' - 6 1/2"
34' - 10"
1
9
'
-
5
"
EQ 8' - 0"EQ
EQ 8' - 0"EQ
2'
-
0
"
.
EQ EQ
4'
-
0
"
2'
-
4
"
.
14
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
9
:
5
3
:
0
4
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A401
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
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T
E
R
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CA
R
M
E
L
,
I
N
D
I
A
N
A
OVERALL BASEMENT
REFLECTED CEILING
PLAN
4522-0007
09/18/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
REFLECTED CEILING PLAN KEYNOTES
1GYPSUM BOARD BULKHEAD AT 8'-6" A.F.F.
2ALIGN
3UNISTRUT SUSPENSION SYSTEM. RECESS FULL SPAN OF CEILING –
REFERENCE ELECTRICAL DRAWINGS.
4GYPSUM BOARD WINDOW POCKET - TYPICAL AT PERIMETER WALLS - SEE
DETAILS IN TYPICAL WALL SETIONS
5RECESSED LIGHT COVE AND ASSOCIATE LIGHTING.
7ALIGN CEILING(S) AT EDGE OF WALL OR CORNER AS INDICATED.
8NO CEILING THIS ROOM - EXPOSED TO STURCTURE.
9START FULL CEILING TILE AT THIS LOCAITON
10WALL MOUNTED EXIT SIGN.
11ALIGN LIGHTS WITH CENTER OF DOOR JAMB/MULLION
12ALL LIGHTING THIS SIDE TO BE MIRROR IMAGE OF SOUTH SIDE WHERE
DIMENSIONSED ON THESE PLANS UNLESS OTHERWISE DIMENSIONED.
13GYPSUM BOARD BULKHEAD - WALL TYPE S3A. LOCATE 1" BELOW LOWEST
ADJACENT ACP CEILING.
14DECORATIVE FIXTURE
15RECESSED LIGHT COVE
16ALIGN SLOT DIFFUSERS WITH EDGE OF BOOKSHELVES AS INDICATED
17OPEN TO ABOVE
18GYPSUM BOARD CONTROL JOINT LOCATION. ALIGN WITH ARCHITECTURE AS
INDICATED
19ROOF HATCH
20GYPSUM BOARD CONTROL JOINT LOCATION. CENTER ON COURTYARD
CURTAINWALL EAST/WEST.
21CENTER LIGHT IN SHOWER AREA
22CENTER DIFFUSERS ON DOORS
23ALIGN DIFFUSERS ON THIS SIDE OF DINING ROOM WITH DIFFUSERS ON WEST
SIDE OF DINING ROOM
24START OF SLOPED CEILING
26WALL MOUNTED EXIT SIGN. RECESS TO GYPSUM WALL. WRAP ACCOUSTICAL
FABRIC LEAVING 1" REVEAL SURROUNDING SIGN
27EXTERIOR GRADE EXIT SIGN. MOUNT TO CEDAR SCREEN DOOR ASSEMBLY
OR ADJACENT WALL PER JURISDICTION HAVING AUTHORITY REQUIREMENTS.
28PENDANT MOUNTED STAINLESS STEEL EXIT SIGN TO BE VIEWED FROM
EXTERIOR. COORDINATE FINAL LOCATION WITH JURISDICTION HAVING
AUTHORITY AND ARCHITECT.
29CENTER SUPPLY DIFFUSER BETWEEN LIGHTS AS INDICATED.
#
GENERAL CEILING PLAN NOTES
AALL ACCOUSTICAL CEILING GRIDS ARE TO BE CENTERED IN ROOM UNLESS
OTHERWISE DIMENSIONED.
BPROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE. ARCHITECT
SHALL APPROVE ALL LOCATIONS PRIOR TO INSTALLATION.
CPROVIDE CONTINUOUS GYPSUM BOARD VERTICAL SURFACES MINIMUM FOR ALL
BULKEAD CONDITIONS UNLESS OTHERWISE SPECIFIED.
DTHE ARCHITECTURAL CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENT AND/ OR PENETRATIONS. COORDINATE DISCREPANCIES
WITH THE ARCHITECT AT TIME OF LAYOUT.
ELIGHTING FIXTURES/ DEVICES ARE SHOWN FOR REFERENE ONLY. REERE NCE
ELECTRICAL DRAWINGS FOR FIXTURE/ DEVICE/ LAYOUT/ TYPE. REFERENCE
MECHAINCAL DRAWINGS FOR DIFUSER LAYOUT. COORDINATE DISCREPANCIES
WITH ARCHITECT.
FCEILING SUSPENSION SYSTEMS SHALL NOT PENETRATE ROOF DECKING.
PROVIDE AND INSTALL SUPPLEMENTARY FRAMING AS REQUIRED TO ATTACH TO
CEILING SYSPENSION TO STRUCTURE.
GWALL PAINT SHALL EXTEND TO BOTTOM OF DECK ABOVE UNLESS OTHERWISE
SPECIFIED.
HALL MECHANICAL DIFFUSERS AND RETURN GRILLES TO BE PAINTED TO MATCH
ADJACENT WALL OR CEILING SURFACE. PAINT INSIDE OF DUCTWORK BEHIND
FLAT BLACK.
KEXIT SIGNS SHALL BE CEILING MOUNTED UNLESS NOTED OTHERWISE.
MPROVIDE ALLOWANCE FOR 5 EXTRA EXIT SIGNS PER TYPE OTHER THAN
EXTERIOR GRADE.
NREFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES AND
QUANTITIES. HEADS HAVE BEEN INTENTIONALLY OMITTED FROM REFLECTED
CEILING PLANS FOR CLARITY.
OCOORDINATE FINAL EXIT SIGN LOCATIONS IN ROOM C001, C100 AND C200 WITH
FINAL BOOKSHELF LAYOUT, JURISDICTION HAVING AUTHORITY AND ARCHITECT.
PROVIDE SHOP DRAWING FOR ARCHITECTS REVIEW PRIOR TO INSTALLING
SIGNAGE.
PREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS
FOR INFORMATION REGARDING FIRE RATED CONSTRUCTION.
Q.PROVIDE ALLOWANCE FOR 20 ACCESS PANELS. 10 SHALL RESIDE IN GYPSUM
CEILINGS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFLECTED CEILING PLAN LEGEND
1/8" = 1'-0"A401
1 OVERALL - Basement Level Reflected Ceiling Plan
NO.DESCRIPTIONDATE
2Addendum #207/20/2015
3Bid Package #309/16/2015
3
S
T
T
T
CR
2
A510
1
A510
2
A512
3
A516
5
A516 1
A516
2
A516
5
A515
4
A516
1
A517
2
A517
OFFICE
B131
OFFICE
B100
MAIN STAIR
B133
ELEVATOR MACHINE
B132
OFFICE
C108
CONFERENCE
C107REFERENCE LIBRARY
ARCHIVE
C106
STAIR
C102
STAIR
C101
LIBRARIAN
C104
PASSAGE
C105
COPY/ COLLATE
C103
UNISEX RESTROOM
C113
COPY
C112
ASSISTANT
C110
OFFICE
A104
CLOSET
A103
LUGGAGE/ BICYCLE
STORAGE
A102
ENTRY
A101
VESTIBULE
A100
PACKAGE PICK-UP/
DELIVERY
A114
MEN
A112
WOMEN
A113
COURTYARD
A111
GYP
9' - 0" A.F.F.
3
12
3
A518
5
A510
6
A516
3
A517
4
A518
2
A519
3
A519
3
A520
8
A516
2
A520
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
GYP
8' - 0" A.F.F.
GYP
8' - 0" A.F.F.
ACT
8' - 0" A.F.F.GYP
8' - 6" A.F.F.
GYP
9' - 0" A.F.F.
ACT
9' - 1" A.F.F.
ACT
8' - 2" A.F.F.
GYP
11' - 0" A.F.F.
1 1/4"1
1
/
4
"
3' - 0 1/4"
3' - 0 1/4"
3
'
-
0
1
/
4
"
3 ' - 0 1 /4 "
3
'
-
0
1
/
4
"
3' - 0 1/4"
GYP
9' - 0" A.F.F.
7
A516
3
A651
4
A651
5
A651
2
'
-
9
5
/
8
"
8
A660
4 ' - 5 1 /2 "6 ' - 0 "6 ' - 0 "6 ' - 0 "6 ' - 0 "6 ' - 0 "6 ' - 0 "6 ' - 0 "6 ' - 0 "
3'
-
9
1
/
2
"
6 ' - 3 "
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
1
'
-
1
0
3
/
8
"
4 ' - 0 1 /2 "6 ' - 0 "6 ' - 0 "
5
'
-
4
"
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
3 '- 6 ".6 ' - 0 "
2 ' - 1 1 ".
10
10
10
3' - 2"
6' - 0"
3' - 3 1/2"
EQ
EQ
11
5 ' - 1 "5' - 1"
3
'
-
5
3
/
4
"
6
'
-
0
"
6
'
-
0
"
EQ EQ
12
12
E
Q
E
Q 12
5 5 5 5 5 5
5
5
5
5
5
5
5
EQEQ
5' - 0 3/4"
4' - 2"
2' - 2"
8 - 0".2' - 2" ±
2'
-
2
"
2'
-
2
"
12
'
-
1
0
"
1' - 9"
1'
-
1
1
1
/
2
"
11
'
-
8
"
2'
-
2
"
10' - 0"6' - 0"
2'
-
2
"
7'
-
1
0
"
3'
-
1
0
"
EQ
6'
-
0
"
EQ
EQ 8' - 0"8' - 0"EQ
E QEQ
6
'
-
0
"
4
'
-
7
"
18
18
1818
18
18
20
18
18
18
18
20
E Q
4
'
-
0
"
.
4
'
-
0
"
8
'
-
4
"
4
'
-
0
"
E Q
5
E
Q
E
Q
23
SL O P E
S
L
O
P
E
S
L
O
P
E
5 ' - 1 "5 ' - 1 "
4
'
-
3
3
/
4
"
8
'
-
0
"
8
'
-
0
"
6
'
-
3
"
E Q E Q
E
Q
E
Q
24
5
'
-
0
"
5
'
-
0
"
E
Q
E
Q
E Q .E Q E Q
E Q
1
'
-
1
1
1
/
4
"
3 ' - 1 0 ".
10
10
10
10
10
10
10
10
28 28
28
28
-
---
GYP.
X'-X"
SUPPLY AIR DIFFUSER
RETURN AIR GRILLE/EXHAUST AIR GRILLE
PENDANT MOUNTED LIGHT FIXTURE
CEILING HEIGHT & TYPE
EXIT LIGHT
NOTE:REFER TO MECHANICAL,
ELECTRICAL AND PLUMBING
PLANS FOR FIXTURE TYPES
SURFACE OR RECESSED FIXTURE (REF.
ELECTRICAL DRAWINGS)
RECESSED CAN LIGHT
ACOUSTICAL PANEL CEILING (GRID)
NEW GYPSUM BOARD CEILING
CEILING ACCESS DOOR
WALL SCONCEOR
RECESSED OR SUSPENDED LINEAR FIXTURE
(REF. ELECTRICAL DRAWINGS)
FIRE ALARM DEVICE
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
4
9
:
5
2
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A401A
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
FIRST FLOOR
REFLECTED CEILING
PLAN - AREA A
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
REFLECTED CEILING PLAN KEYNOTES
1GYPSUM BOARD BULKHEAD AT 8'-6" A.F.F.
2ALIGN
3UNISTRUT SUSPENSION SYSTEM. RECESS FULL SPAN OF CEILING –
REFERENCE ELECTRICAL DRAWINGS.
4GYPSUM BOARD WINDOW POCKET - TYPICAL AT PERIMETER WALLS - SEE
DETAILS IN TYPICAL WALL SETIONS
5RECESSED LIGHT COVE AND ASSOCIATE LIGHTING.
7ALIGN CEILING(S) AT EDGE OF WALL OR CORNER AS INDICATED.
8NO CEILING THIS ROOM - EXPOSED TO STURCTURE.
9START FULL CEILING TILE AT THIS LOCAITON
10WALL MOUNTED EXIT SIGN.
11ALIGN LIGHTS WITH CENTER OF DOOR JAMB/MULLION
12ALL LIGHTING THIS SIDE TO BE MIRROR IMAGE OF SOUTH SIDE WHERE
DIMENSIONSED ON THESE PLANS UNLESS OTHERWISE DIMENSIONED.
13GYPSUM BOARD BULKHEAD - WALL TYPE S3A. LOCATE 1" BELOW LOWEST
ADJACENT ACP CEILING.
14DECORATIVE FIXTURE
15RECESSED LIGHT COVE
16ALIGN SLOT DIFFUSERS WITH EDGE OF BOOKSHELVES AS INDICATED
17OPEN TO ABOVE
18GYPSUM BOARD CONTROL JOINT LOCATION. ALIGN WITH ARCHITECTURE AS
INDICATED
19ROOF HATCH
20GYPSUM BOARD CONTROL JOINT LOCATION. CENTER ON COURTYARD
CURTAINWALL EAST/WEST.
21CENTER LIGHT IN SHOWER AREA
22CENTER DIFFUSERS ON DOORS
23ALIGN DIFFUSERS ON THIS SIDE OF DINING ROOM WITH DIFFUSERS ON WEST
SIDE OF DINING ROOM
24START OF SLOPED CEILING
26WALL MOUNTED EXIT SIGN. RECESS TO GYPSUM WALL. WRAP ACCOUSTICAL
FABRIC LEAVING 1" REVEAL SURROUNDING SIGN
27EXTERIOR GRADE EXIT SIGN. MOUNT TO CEDAR SCREEN DOOR ASSEMBLY
OR ADJACENT WALL PER JURISDICTION HAVING AUTHORITY REQUIREMENTS.
28PENDANT MOUNTED STAINLESS STEEL EXIT SIGN TO BE VIEWED FROM
EXTERIOR. COORDINATE FINAL LOCATION WITH JURISDICTION HAVING
AUTHORITY AND ARCHITECT.
29CENTER SUPPLY DIFFUSER BETWEEN LIGHTS AS INDICATED.
#
1/8" = 1'-0"A401A
1 FIRST FLOOR REFLECTED CEILING PLAN
GENERAL CEILING PLAN NOTES
AALL ACCOUSTICAL CEILING GRIDS ARE TO BE CENTERED IN ROOM UNLESS
OTHERWISE DIMENSIONED.
BPROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE. ARCHITECT
SHALL APPROVE ALL LOCATIONS PRIOR TO INSTALLATION.
CPROVIDE CONTINUOUS GYPSUM BOARD VERTICAL SURFACES MINIMUM FOR ALL
BULKEAD CONDITIONS UNLESS OTHERWISE SPECIFIED.
DTHE ARCHITECTURAL CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENT AND/ OR PENETRATIONS. COORDINATE DISCREPANCIES
WITH THE ARCHITECT AT TIME OF LAYOUT.
ELIGHTING FIXTURES/ DEVICES ARE SHOWN FOR REFERENE ONLY. REERE NCE
ELECTRICAL DRAWINGS FOR FIXTURE/ DEVICE/ LAYOUT/ TYPE. REFERENCE
MECHAINCAL DRAWINGS FOR DIFUSER LAYOUT. COORDINATE DISCREPANCIES
WITH ARCHITECT.
FCEILING SUSPENSION SYSTEMS SHALL NOT PENETRATE ROOF DECKING.
PROVIDE AND INSTALL SUPPLEMENTARY FRAMING AS REQUIRED TO ATTACH TO
CEILING SYSPENSION TO STRUCTURE.
GWALL PAINT SHALL EXTEND TO BOTTOM OF DECK ABOVE UNLESS OTHERWISE
SPECIFIED.
HALL MECHANICAL DIFFUSERS AND RETURN GRILLES TO BE PAINTED TO MATCH
ADJACENT WALL OR CEILING SURFACE. PAINT INSIDE OF DUCTWORK BEHIND
FLAT BLACK.
KEXIT SIGNS SHALL BE CEILING MOUNTED UNLESS NOTED OTHERWISE.
MPROVIDE ALLOWANCE FOR 5 EXTRA EXIT SIGNS PER TYPE OTHER THAN
EXTERIOR GRADE.
NREFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES AND
QUANTITIES. HEADS HAVE BEEN INTENTIONALLY OMITTED FROM REFLECTED
CEILING PLANS FOR CLARITY.
OCOORDINATE FINAL EXIT SIGN LOCATIONS IN ROOM C001, C100 AND C200 WITH
FINAL BOOKSHELF LAYOUT, JURISDICTION HAVING AUTHORITY AND ARCHITECT.
PROVIDE SHOP DRAWING FOR ARCHITECTS REVIEW PRIOR TO INSTALLING
SIGNAGE.
PREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS
FOR INFORMATION REGARDING FIRE RATED CONSTRUCTION.
Q.PROVIDE ALLOWANCE FOR 20 ACCESS PANELS. 10 SHALL RESIDE IN GYPSUM
CEILINGS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFLECTED CEILING PLAN LEGEND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
3
3
T
T
T
T
T
T
T
T
T
T
T
T
T
2
A510
3
A510
4
A510
1
A511
2
A511
4
A511
3
A511
1
A512
2
A517
OFFICE
B131
OFFICE
B130 OFFICE
B129 OFFICE
B128 OFFICE
B127 OFFICE
B126
OFFICE
B125
OFFICE
B123
OFFICE
B122
OFFICE
B120
CONFERENCE
B119
OFFICE
B108OFFICE
B107
OFFICE
B106
OFFICE
B105
OFFICE
B104
OFFICE
B103
OFFICE
B102
OFFICE
B101
OFFICE
B100
WOMEN
B110
MEN
B111
MECHANICAL
B134MAIN STAIR
B133
ELEVATOR MACHINE
B132
STAIR
B124
CORRIDOR
B118
CORRIDOR
B121
CORRIDOR
B109
FUTURE AST.
B117
FILE ROOM
B116
ELECT
B115
LOUNGE
B113CORRIDOR
B112 COPY COLLATE
B114
4
A517
2' - 2"
2' - 8"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"
1' - 4"1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
ACT
9' - 0" A.F.F.ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
GYP
8' - 2" A.F.F.
GYP
8' - 2" A.F.F.
ACT
9' - 0" A.F.F.
ACT
8' - 2" A.F.F.
GYP
8' - 2" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
8' - 2" A.F.F.
ACT
8' - 2" A.F.F.
ACT
8' - 2" A.F.F.
GYP
8' - 1" A.F.F.
GYP
8' - 6" A.F.F.
GYP
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
GYP
8' - 2" A.F.F.GYP
8' - 2" A.F.F.
GYP
8' - 2" A.F.F.GYP
8' - 1" A.F.F.
5' - 6"
5' - 6"
EQ
EQ
EQ EQ
5' - 6"
5' - 6"
2
2
2
2
2
2
EQEQ
2
EQ
EQ
EQ
EQ
5' - 8"6' - 4"
4
4
4
4
4
EQEQ
5' - 8"6' - 4"
EQ
EQ2
2' - 8"
2' - 8"
2
13
14
5' - 0 3/4"
4' - 2"
5' - 6"
5' - 6"
5' - 6"
5' - 6"
EQ EQ
3' - 0 3/4"
6' - 3 1/2"
6' - 0"
6' - 0"
3' - 6"
EQEQ
EQ
6' - 0"
EQEQ.
EQ.
6' - 0"
6' - 0"
6' - 2 1/4"
3' - 0 3/4"
15
15
10
10
10
10
10
10
EQ
EQ
EQ
EQ.
ACT
8' - 2" A.F.F.ACT
8' - 2" A.F.F.
GYP.
X'-X"
SUPPLY AIR DIFFUSER
RETURN AIR GRILLE/EXHAUST AIR GRILLE
PENDANT MOUNTED LIGHT FIXTURE
CEILING HEIGHT & TYPE
EXIT LIGHT
NOTE:REFER TO MECHANICAL,
ELECTRICAL AND PLUMBING
PLANS FOR FIXTURE TYPES
SURFACE OR RECESSED FIXTURE (REF.
ELECTRICAL DRAWINGS)
RECESSED CAN LIGHT
ACOUSTICAL PANEL CEILING (GRID)
NEW GYPSUM BOARD CEILING
CEILING ACCESS DOOR
WALL SCONCEOR
RECESSED OR SUSPENDED LINEAR FIXTURE
(REF. ELECTRICAL DRAWINGS)
FIRE ALARM DEVICE
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
0
:
5
7
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A401B
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
FIRST FLOOR
REFLECTED CEILING
PLAN - AREA B
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A401B
1 FIRST FLOOR REFLECTED CEILING PLAN
REFLECTED CEILING PLAN KEYNOTES
1GYPSUM BOARD BULKHEAD AT 8'-6" A.F.F.
2ALIGN
3UNISTRUT SUSPENSION SYSTEM. RECESS FULL SPAN OF CEILING –
REFERENCE ELECTRICAL DRAWINGS.
4GYPSUM BOARD WINDOW POCKET - TYPICAL AT PERIMETER WALLS - SEE
DETAILS IN TYPICAL WALL SETIONS
5RECESSED LIGHT COVE AND ASSOCIATE LIGHTING.
7ALIGN CEILING(S) AT EDGE OF WALL OR CORNER AS INDICATED.
8NO CEILING THIS ROOM - EXPOSED TO STURCTURE.
9START FULL CEILING TILE AT THIS LOCAITON
10WALL MOUNTED EXIT SIGN.
11ALIGN LIGHTS WITH CENTER OF DOOR JAMB/MULLION
12ALL LIGHTING THIS SIDE TO BE MIRROR IMAGE OF SOUTH SIDE WHERE
DIMENSIONSED ON THESE PLANS UNLESS OTHERWISE DIMENSIONED.
13GYPSUM BOARD BULKHEAD - WALL TYPE S3A. LOCATE 1" BELOW LOWEST
ADJACENT ACP CEILING.
14DECORATIVE FIXTURE
15RECESSED LIGHT COVE
16ALIGN SLOT DIFFUSERS WITH EDGE OF BOOKSHELVES AS INDICATED
17OPEN TO ABOVE
18GYPSUM BOARD CONTROL JOINT LOCATION. ALIGN WITH ARCHITECTURE AS
INDICATED
19ROOF HATCH
20GYPSUM BOARD CONTROL JOINT LOCATION. CENTER ON COURTYARD
CURTAINWALL EAST/WEST.
21CENTER LIGHT IN SHOWER AREA
22CENTER DIFFUSERS ON DOORS
23ALIGN DIFFUSERS ON THIS SIDE OF DINING ROOM WITH DIFFUSERS ON WEST
SIDE OF DINING ROOM
24START OF SLOPED CEILING
26WALL MOUNTED EXIT SIGN. RECESS TO GYPSUM WALL. WRAP ACCOUSTICAL
FABRIC LEAVING 1" REVEAL SURROUNDING SIGN
27EXTERIOR GRADE EXIT SIGN. MOUNT TO CEDAR SCREEN DOOR ASSEMBLY
OR ADJACENT WALL PER JURISDICTION HAVING AUTHORITY REQUIREMENTS.
28PENDANT MOUNTED STAINLESS STEEL EXIT SIGN TO BE VIEWED FROM
EXTERIOR. COORDINATE FINAL LOCATION WITH JURISDICTION HAVING
AUTHORITY AND ARCHITECT.
29CENTER SUPPLY DIFFUSER BETWEEN LIGHTS AS INDICATED.
#
GENERAL CEILING PLAN NOTES
AALL ACCOUSTICAL CEILING GRIDS ARE TO BE CENTERED IN ROOM UNLESS
OTHERWISE DIMENSIONED.
BPROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE. ARCHITECT
SHALL APPROVE ALL LOCATIONS PRIOR TO INSTALLATION.
CPROVIDE CONTINUOUS GYPSUM BOARD VERTICAL SURFACES MINIMUM FOR ALL
BULKEAD CONDITIONS UNLESS OTHERWISE SPECIFIED.
DTHE ARCHITECTURAL CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENT AND/ OR PENETRATIONS. COORDINATE DISCREPANCIES
WITH THE ARCHITECT AT TIME OF LAYOUT.
ELIGHTING FIXTURES/ DEVICES ARE SHOWN FOR REFERENE ONLY. REERENCE
ELECTRICAL DRAWINGS FOR FIXTURE/ DEVICE/ LAYOUT/ TYPE. REFERENCE
MECHAINCAL DRAWINGS FOR DIFUSER LAYOUT. COORDINATE DISCREPANCIES
WITH ARCHITECT.
FCEILING SUSPENSION SYSTEMS SHALL NOT PENETRATE ROOF DECKING.
PROVIDE AND INSTALL SUPPLEMENTARY FRAMING AS REQUIRED TO ATTACH TO
CEILING SYSPENSION TO STRUCTURE.
GWALL PAINT SHALL EXTEND TO BOTTOM OF DECK ABOVE UNLESS OTHERWISE
SPECIFIED.
HALL MECHANICAL DIFFUSERS AND RETURN GRILLES TO BE PAINTED TO MATCH
ADJACENT WALL OR CEILING SURFACE. PAINT INSIDE OF DUCTWORK BEHIND
FLAT BLACK.
KEXIT SIGNS SHALL BE CEILING MOUNTED UNLESS NOTED OTHERWISE.
MPROVIDE ALLOWANCE FOR 5 EXTRA EXIT SIGNS PER TYPE OTHER THAN
EXTERIOR GRADE.
NREFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES AND
QUANTITIES. HEADS HAVE BEEN INTENTIONALLY OMITTED FROM REFLECTED
CEILING PLANS FOR CLARITY.
OCOORDINATE FINAL EXIT SIGN LOCATIONS IN ROOM C001, C100 AND C200 WITH
FINAL BOOKSHELF LAYOUT, JURISDICTION HAVING AUTHORITY AND ARCHITECT.
PROVIDE SHOP DRAWING FOR ARCHITECTS REVIEW PRIOR TO INSTALLING
SIGNAGE.
PREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS
FOR INFORMATION REGARDING FIRE RATED CONSTRUCTION.
Q.PROVIDE ALLOWANCE FOR 20 ACCESS PANELS. 10 SHALL RESIDE IN GYPSUM
CEILINGS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFLECTED CEILING PLAN LEGEND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
3
3
S
T
T
S
CR
3
A512
4
A512
1
A513
2
A513
3
A513
4
A516
OFFICE
C108
CONFERENCE
C107REFERENCE LIBRARY
ARCHIVE
C106
REFERENCE LIBRARY
C100
STAIR
C102
STAIR
C101
LIBRARIAN
C104
PASSAGE
C105
COPY/ COLLATE
C103
UNISEX RESTROOM
C113
COPY
C112
ASSISTANT
C110
1
A519
4
A513
6
A518
7
A518
1
A520
2
A520
GYP
8' - 0" A.F.F.
GYP
8' - 0" A.F.F.
ACT
8' - 0" A.F.F.
ACT
8' - 6" A.F.F.
ACT
9' - 1" A.F.F.
GYP
9' - 0" A.F.F.
ACT
9' - 1" A.F.F.
ACT
9' - 1" A.F.F.
ACT
8' - 2" A.F.F.1 ' - 9 "
1
'
-
4
"
1
'
-
9
1
/
4
"
3
A660
11
1
/
2
"
7"
7"
13
'
-
9
3
/
4
"
16 1616 16
EQ
EQ
9'
-
0
"
.
17
17
17
17
17
17
5'
-
7
3
/
4
"
5'
-
7
3
/
4
"
6' - 6"6' - 6"6' - 6"6' - 6"6' - 6"6' - 6"
EQ
EQ
18 18 18 1818
EQ EQ EQ EQ
EQ EQ
EQ EQ EQ EQ
2
2
6'
-
0
"
6'
-
0
"
2' - 2"
8 - 0".2' - 2" ±
2'
-
2
"
2'
-
2
"
12
'
-
1
0
"
1' - 9"
1'
-
1
1
1
/
2
"
11
'
-
8
"
2'
-
2
"
10' - 0"6' - 0"
2'
-
2
"
7'
-
1
0
"
3'
-
1
0
"
EQ
6'
-
0
"
EQ
EQ 8' - 0"8' - 0"EQ
E QEQ
6
'
-
0
"
4
'
-
7
"
8' - 0 "
E Q E Q
10
1010
10
-
---
GYP.
X'-X"
SUPPLY AIR DIFFUSER
RETURN AIR GRILLE/EXHAUST AIR GRILLE
PENDANT MOUNTED LIGHT FIXTURE
CEILING HEIGHT & TYPE
EXIT LIGHT
NOTE:REFER TO MECHANICAL,
ELECTRICAL AND PLUMBING
PLANS FOR FIXTURE TYPES
SURFACE OR RECESSED FIXTURE (REF.
ELECTRICAL DRAWINGS)
RECESSED CAN LIGHT
ACOUSTICAL PANEL CEILING (GRID)
NEW GYPSUM BOARD CEILING
CEILING ACCESS DOOR
WALL SCONCEOR
RECESSED OR SUSPENDED LINEAR FIXTURE
(REF. ELECTRICAL DRAWINGS)
FIRE ALARM DEVICE
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
1
:
3
9
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A401C
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
FIRST FLOOR
REFLECTED CEILING
PLAN - AREA C
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A401C
1 FIRST FLOOR REFLECTED CEILING PLAN
REFLECTED CEILING PLAN KEYNOTES
1GYPSUM BOARD BULKHEAD AT 8'-6" A.F.F.
2ALIGN
3UNISTRUT SUSPENSION SYSTEM. RECESS FULL SPAN OF CEILING –
REFERENCE ELECTRICAL DRAWINGS.
4GYPSUM BOARD WINDOW POCKET - TYPICAL AT PERIMETER WALLS - SEE
DETAILS IN TYPICAL WALL SETIONS
5RECESSED LIGHT COVE AND ASSOCIATE LIGHTING.
7ALIGN CEILING(S) AT EDGE OF WALL OR CORNER AS INDICATED.
8NO CEILING THIS ROOM - EXPOSED TO STURCTURE.
9START FULL CEILING TILE AT THIS LOCAITON
10WALL MOUNTED EXIT SIGN.
11ALIGN LIGHTS WITH CENTER OF DOOR JAMB/MULLION
12ALL LIGHTING THIS SIDE TO BE MIRROR IMAGE OF SOUTH SIDE WHERE
DIMENSIONSED ON THESE PLANS UNLESS OTHERWISE DIMENSIONED.
13GYPSUM BOARD BULKHEAD - WALL TYPE S3A. LOCATE 1" BELOW LOWEST
ADJACENT ACP CEILING.
14DECORATIVE FIXTURE
15RECESSED LIGHT COVE
16ALIGN SLOT DIFFUSERS WITH EDGE OF BOOKSHELVES AS INDICATED
17OPEN TO ABOVE
18GYPSUM BOARD CONTROL JOINT LOCATION. ALIGN WITH ARCHITECTURE AS
INDICATED
19ROOF HATCH
20GYPSUM BOARD CONTROL JOINT LOCATION. CENTER ON COURTYARD
CURTAINWALL EAST/WEST.
21CENTER LIGHT IN SHOWER AREA
22CENTER DIFFUSERS ON DOORS
23ALIGN DIFFUSERS ON THIS SIDE OF DINING ROOM WITH DIFFUSERS ON WEST
SIDE OF DINING ROOM
24START OF SLOPED CEILING
26WALL MOUNTED EXIT SIGN. RECESS TO GYPSUM WALL. WRAP ACCOUSTICAL
FABRIC LEAVING 1" REVEAL SURROUNDING SIGN
27EXTERIOR GRADE EXIT SIGN. MOUNT TO CEDAR SCREEN DOOR ASSEMBLY
OR ADJACENT WALL PER JURISDICTION HAVING AUTHORITY REQUIREMENTS.
28PENDANT MOUNTED STAINLESS STEEL EXIT SIGN TO BE VIEWED FROM
EXTERIOR. COORDINATE FINAL LOCATION WITH JURISDICTION HAVING
AUTHORITY AND ARCHITECT.
29CENTER SUPPLY DIFFUSER BETWEEN LIGHTS AS INDICATED.
#
GENERAL CEILING PLAN NOTES
AALL ACCOUSTICAL CEILING GRIDS ARE TO BE CENTERED IN ROOM UNLESS
OTHERWISE DIMENSIONED.
BPROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE. ARCHITECT
SHALL APPROVE ALL LOCATIONS PRIOR TO INSTALLATION.
CPROVIDE CONTINUOUS GYPSUM BOARD VERTICAL SURFACES MINIMUM FOR ALL
BULKEAD CONDITIONS UNLESS OTHERWISE SPECIFIED.
DTHE ARCHITECTURAL CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENT AND/ OR PENETRATIONS. COORDINATE DISCREPANCIES
WITH THE ARCHITECT AT TIME OF LAYOUT.
ELIGHTING FIXTURES/ DEVICES ARE SHOWN FOR REFERENE ONLY. REERENCE
ELECTRICAL DRAWINGS FOR FIXTURE/ DEVICE/ LAYOUT/ TYPE. REFERENCE
MECHAINCAL DRAWINGS FOR DIFUSER LAYOUT. COORDINATE DISCREPANCIES
WITH ARCHITECT.
FCEILING SUSPENSION SYSTEMS SHALL NOT PENETRATE ROOF DECKING.
PROVIDE AND INSTALL SUPPLEMENTARY FRAMING AS REQUIRED TO ATTACH TO
CEILING SYSPENSION TO STRUCTURE.
GWALL PAINT SHALL EXTEND TO BOTTOM OF DECK ABOVE UNLESS OTHERWISE
SPECIFIED.
HALL MECHANICAL DIFFUSERS AND RETURN GRILLES TO BE PAINTED TO MATCH
ADJACENT WALL OR CEILING SURFACE. PAINT INSIDE OF DUCTWORK BEHIND
FLAT BLACK.
KEXIT SIGNS SHALL BE CEILING MOUNTED UNLESS NOTED OTHERWISE.
MPROVIDE ALLOWANCE FOR 5 EXTRA EXIT SIGNS PER TYPE OTHER THAN
EXTERIOR GRADE.
NREFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES AND
QUANTITIES. HEADS HAVE BEEN INTENTIONALLY OMITTED FROM REFLECTED
CEILING PLANS FOR CLARITY.
OCOORDINATE FINAL EXIT SIGN LOCATIONS IN ROOM C001, C100 AND C200 WITH
FINAL BOOKSHELF LAYOUT, JURISDICTION HAVING AUTHORITY AND ARCHITECT.
PROVIDE SHOP DRAWING FOR ARCHITECTS REVIEW PRIOR TO INSTALLING
SIGNAGE.
PREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS
FOR INFORMATION REGARDING FIRE RATED CONSTRUCTION.
Q.PROVIDE ALLOWANCE FOR 20 ACCESS PANELS. 10 SHALL RESIDE IN GYPSUM
CEILINGS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFLECTED CEILING PLAN LEGEND
NO.DESCRIPTIONDATE
2Addendum #207/20/2015
3Bid Package #3Date 3
LIMESTONE IN BULKHEAD ZONE
ADJACENT TO WINDOW SHALL EXTEND
ABOVE FINISHED CEILING IN VERTICAL
PLANE IN ITS ENTIRETY. GYPSUM
BOARD FINISH WLL NOT BE PERMITTED
IN VERTICAL PLANE.
2
3
3
6
A515
3
A515
1
A514
2
A514
3
A514
4
A514
1
A515
2
A515
BOARD ROOM
D110
BREAK OUT
D109
DINING
D108
STAFF BREAK AREA
D101
PASSAGE
D111
MENS
D117
SHOWER
D116
EXERCISE
D115
VESTIBULE
D106
PASSAGE
D107
SHOWER
D114 WOMEN
D113
KITCHEN
D103
MECHANICAL
D104STORAGE
D105
IDF ROOM
D104A
STORAGE
D103B
PASSAGE
D102
STORAGE
D103A
VESTIBULE
D100
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
GYP
10' - 0" A.F.F.
GYP
13' - 4" A.F.F.
GYP
10' - 0" A.F.F.
ACT
9' - 0 1/2" A.F.F.
ACT
8' - 0" A.F.F.
ACT
8' - 0" A.F.F.
ACT
8' - 0" A.F.F.
ACT
8' - 0" A.F.F.
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
GYP
9' - 0" A.F.F.
5
5
GYP
9' - 0" A.F.F.
5
A310
7
A514
7
A515
2
A660
ACT
8' - 0" A.F.F.
GYP
11' - 0" A.F.F.
GYP
9' - 6" A.F.F.
GYP
8' - 2" A.F.F.
GYP
11' - 0" A.F.F.
GYP
12' - 0" A.F.F.
GYP
10' - 0" A.F.F.
GYP
10' - 0" A.F.F.
GYP
9' - 0" A.F.F.
3 ' - 0 "
3 ' - 0 "
GYP
11' - 0" A.F.F.
GYP
13' - 0" A.F.F.
5
A660 4
A660
7
A660
14
A611
8
8
8
5
5
5
2
2
E
Q
E
Q
12
'
-
0
"
E Q
E Q
4' - 2 "
4 ' - 2 "
2 6 ' - 0 "
E
Q
E
Q
8
'
-
0
"
4
'
-
0
"
.
4
'
-
0
"
.
8
'
-
0
"
8 ' - 0 "
E Q E Q
E Q E Q
E Q E Q
4
'
-
0
"
.
4'
-
0
"
.
14
5
E
Q
6'
-
0
"
E
Q
E QEQ
21
E Q 6 ' - 0 "E Q
4
'
-
0
"
2'
-
4
"
.
6
'
-
0
"
6
'
-
0
"
6'
-
0
"
6
'
-
0
"
2
'
-
5
1
/
2
"
2
E Q
E Q
2
ACT
8' - 6" A.F.F.
ACT
8' - 6" A.F.F.
10
E Q
8' - 0 "E Q
E
Q
8
'
-
0
"
8
'
-
0
"
E
Q
6'
-
0
"
E Q 10 ' - 0 "
1 0 ' - 0 "E Q
E
Q
8'
-
0
"
8
'
-
0
"
E
Q
E
Q
6
'
-
0
"
E
Q
E QEQ
5
21
E
Q
6
'
-
0
"
E
Q
E QEQ
4
'
-
0
"
2
'
-
4
"
.10
E Q 6' - 0 "E Q 2
2
2
2
2
2
2'
-
0
"
2
'
-
0
"
4
'
-
0
"
8'
-
4
"
4
'
-
0
"
2
'
-
0
"
2'
-
0
"
E Q
1 0 ' - 0 "
1 0 ' - 0 "
E Q
5
E
Q
E
Q
1414
22
23
SLOP E
SLOP E
SLOP
E
S
L
O
P
E
E QEQ
E
Q
E
Q
2 ' - 8 "
3 ' - 0 "3 ' - 0 "2 ' - 8 "
E
Q
E
Q
SL
O
P
E
24
24
1
3
'
-
3
"
3'
-
6
"
.
6' - 0 "
10
5 ' - 1 "5 ' - 1 "
4
'
-
3
3
/
4
"
8
'
-
0
"
8
'
-
0
"
6
'
-
3
"
E Q E Q
3'
-
8
"
6
'
-
0
"
6'
-
0
"
E Q E Q
E
Q
E
Q
1
1
24
24
24
5
'
-
0
"
5
'
-
0
"
E
Q
E
Q6' - 0 "E Q
E Q .
6 ' - 0 "E Q
E Q
E Q E Q
E Q E Q
E QEQ
E
Q
E
Q
4 ' - 2 ".
5 ' - 5 ".
E Q
E Q
1
'
-
1
1
1
/
4
"
3
'
-
8
"
8' - 0 "8' - 0 "
8' - 0 "8 ' - 0 "
8 ' - 0 "
3 ' - 1 0 ".
3 ' - 1 0 ".
4 ' - 0 "4' - 0 "
E Q E Q
8' - 0 "8' - 0 "8 ' - 0 "
E QEQ
10
10
10
10
26
10
10
10
10
27
27
14
2 ' - 5 1 /4 "
2 ' - 5 1 /4 ".
E Q E Q
A311
8 Sim
GYP.
X'-X"
SUPPLY AIR DIFFUSER
RETURN AIR GRILLE/EXHAUST AIR GRILLE
PENDANT MOUNTED LIGHT FIXTURE
CEILING HEIGHT & TYPE
EXIT LIGHT
NOTE:REFER TO MECHANICAL,
ELECTRICAL AND PLUMBING
PLANS FOR FIXTURE TYPES
SURFACE OR RECESSED FIXTURE (REF.
ELECTRICAL DRAWINGS)
RECESSED CAN LIGHT
ACOUSTICAL PANEL CEILING (GRID)
NEW GYPSUM BOARD CEILING
CEILING ACCESS DOOR
WALL SCONCEOR
RECESSED OR SUSPENDED LINEAR FIXTURE
(REF. ELECTRICAL DRAWINGS)
FIRE ALARM DEVICE
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
2
:
2
5
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A401D
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
FIRST FLOOR
REFLECTED CEILING
PLAN - AREA D
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A401D
1 FIRST FLOOR REFLECTED CEILING PLAN
REFLECTED CEILING PLAN KEYNOTES
1GYPSUM BOARD BULKHEAD AT 8'-6" A.F.F.
2ALIGN
3UNISTRUT SUSPENSION SYSTEM. RECESS FULL SPAN OF CEILING –
REFERENCE ELECTRICAL DRAWINGS.
4GYPSUM BOARD WINDOW POCKET - TYPICAL AT PERIMETER WALLS - SEE
DETAILS IN TYPICAL WALL SETIONS
5RECESSED LIGHT COVE AND ASSOCIATE LIGHTING.
7ALIGN CEILING(S) AT EDGE OF WALL OR CORNER AS INDICATED.
8NO CEILING THIS ROOM - EXPOSED TO STURCTURE.
9START FULL CEILING TILE AT THIS LOCAITON
10WALL MOUNTED EXIT SIGN.
11ALIGN LIGHTS WITH CENTER OF DOOR JAMB/MULLION
12ALL LIGHTING THIS SIDE TO BE MIRROR IMAGE OF SOUTH SIDE WHERE
DIMENSIONSED ON THESE PLANS UNLESS OTHERWISE DIMENSIONED.
13GYPSUM BOARD BULKHEAD - WALL TYPE S3A. LOCATE 1" BELOW LOWEST
ADJACENT ACP CEILING.
14DECORATIVE FIXTURE
15RECESSED LIGHT COVE
16ALIGN SLOT DIFFUSERS WITH EDGE OF BOOKSHELVES AS INDICATED
17OPEN TO ABOVE
18GYPSUM BOARD CONTROL JOINT LOCATION. ALIGN WITH ARCHITECTURE AS
INDICATED
19ROOF HATCH
20GYPSUM BOARD CONTROL JOINT LOCATION. CENTER ON COURTYARD
CURTAINWALL EAST/WEST.
21CENTER LIGHT IN SHOWER AREA
22CENTER DIFFUSERS ON DOORS
23ALIGN DIFFUSERS ON THIS SIDE OF DINING ROOM WITH DIFFUSERS ON WEST
SIDE OF DINING ROOM
24START OF SLOPED CEILING
26WALL MOUNTED EXIT SIGN. RECESS TO GYPSUM WALL. WRAP ACCOUSTICAL
FABRIC LEAVING 1" REVEAL SURROUNDING SIGN
27EXTERIOR GRADE EXIT SIGN. MOUNT TO CEDAR SCREEN DOOR ASSEMBLY
OR ADJACENT WALL PER JURISDICTION HAVING AUTHORITY REQUIREMENTS.
28PENDANT MOUNTED STAINLESS STEEL EXIT SIGN TO BE VIEWED FROM
EXTERIOR. COORDINATE FINAL LOCATION WITH JURISDICTION HAVING
AUTHORITY AND ARCHITECT.
29CENTER SUPPLY DIFFUSER BETWEEN LIGHTS AS INDICATED.
#
GENERAL CEILING PLAN NOTES
AALL ACCOUSTICAL CEILING GRIDS ARE TO BE CENTERED IN ROOM UNLESS
OTHERWISE DIMENSIONED.
BPROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE. ARCHITECT
SHALL APPROVE ALL LOCATIONS PRIOR TO INSTALLATION.
CPROVIDE CONTINUOUS GYPSUM BOARD VERTICAL SURFACES MINIMUM FOR ALL
BULKEAD CONDITIONS UNLESS OTHERWISE SPECIFIED.
DTHE ARCHITECTURAL CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENT AND/ OR PENETRATIONS. COORDINATE DISCREPANCIES
WITH THE ARCHITECT AT TIME OF LAYOUT.
ELIGHTING FIXTURES/ DEVICES ARE SHOWN FOR REFERENE ONLY. REERENCE
ELECTRICAL DRAWINGS FOR FIXTURE/ DEVICE/ LAYOUT/ TYPE. REFERENCE
MECHAINCAL DRAWINGS FOR DIFUSER LAYOUT. COORDINATE DISCREPANCIES
WITH ARCHITECT.
FCEILING SUSPENSION SYSTEMS SHALL NOT PENETRATE ROOF DECKING.
PROVIDE AND INSTALL SUPPLEMENTARY FRAMING AS REQUIRED TO ATTACH TO
CEILING SYSPENSION TO STRUCTURE.
GWALL PAINT SHALL EXTEND TO BOTTOM OF DECK ABOVE UNLESS OTHERWISE
SPECIFIED.
HALL MECHANICAL DIFFUSERS AND RETURN GRILLES TO BE PAINTED TO MATCH
ADJACENT WALL OR CEILING SURFACE. PAINT INSIDE OF DUCTWORK BEHIND
FLAT BLACK.
KEXIT SIGNS SHALL BE CEILING MOUNTED UNLESS NOTED OTHERWISE.
MPROVIDE ALLOWANCE FOR 5 EXTRA EXIT SIGNS PER TYPE OTHER THAN
EXTERIOR GRADE.
NREFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES AND
QUANTITIES. HEADS HAVE BEEN INTENTIONALLY OMITTED FROM REFLECTED
CEILING PLANS FOR CLARITY.
OCOORDINATE FINAL EXIT SIGN LOCATIONS IN ROOM C001, C100 AND C200 WITH
FINAL BOOKSHELF LAYOUT, JURISDICTION HAVING AUTHORITY AND ARCHITECT.
PROVIDE SHOP DRAWING FOR ARCHITECTS REVIEW PRIOR TO INSTALLING
SIGNAGE.
PREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS
FOR INFORMATION REGARDING FIRE RATED CONSTRUCTION.
Q.PROVIDE ALLOWANCE FOR 20 ACCESS PANELS. 10 SHALL RESIDE IN GYPSUM
CEILINGS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFLECTED CEILING PLAN LEGEND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
3
3
2
A510
3
A510
4
A510
1
A511
2
A511
4
A511
3
A511
1
A512
1
A517
2
A517
OFFICE
B235
OFFICE
B233 OFFICE
B231 OFFICE
B230 OFFICE
B229
OFFICE
B227 OFFICE
B226
OFFICE
B224
OFFICE
B223
PUBLISHING
B210
OFFICE
B209
OFFICE
B208
OFFICE
B207
OFFICE
B206
OFFICE
B205
OFFICE
B204
CONFERENCE
B203
CONFERENCE
B202
STAIR
B200
WOMEN
B216
MEN
B215
MECHANICAL
B218
STORAGE
B217
OPEN OFFICE
B219
COPY COLLATE
B213
ELECTRICAL
B220 STORAGE
B212
STORAGE
B221
OPEN OFFICE
B222
CORRIDOR
B211
CORRIDOR
B201
4
A517
3
A517
1' - 4"
1' - 4"
1' - 4"
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.ACT
9' - 0" A.F.F.ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
GYP
8' - 2" A.F.F.
GYP
8' - 2" A.F.F.
GYP
8' - 2" A.F.F.
GYP
8' - 2" A.F.F.
GYP
8' - 2" A.F.F.
GYP
8' - 2" A.F.F.
GYP
9' - 0" A.F.F.
GYP
8' - 1" A.F.F.
GYP
8' - 1" A.F.F.
ACT
8' - 2" A.F.F.
ACT
8' - 2" A.F.F.
ACT
8' - 2" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
10' - 4" A.F.F.
ACT
9' - 6" A.F.F.ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
ACT
9' - 0" A.F.F.
GYP
8' - 2" A.F.F.
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
2' - 2"
2' - 2"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"1' - 4"1' - 4"1' - 4"
1' - 4"
1' - 4"
1' - 4"
OFFICE
B232
OFFICE
B234
CORRIDOR
B214
CORRIDOR
B236
9' - 2"
2
2
2
2
2
2
14
4
4
4
4
4
4
4
4
EQ EQ
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
EQEQ
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
5' - 8 1/2"
EQ
16' - 11 3/4"
6' - 0"
6' - 0"
6' - 3"
3' - 0 3/4"
EQEQ
15
15
6' - 0"
6' - 0"
6' - 3 1/2"
3' - 0 3/4"
EQ
EQ
EQ EQ
EQ
EQ
EQ
EQ
3' - 11"
3' - 11"
EQ
EQ
EQEQ
EQ
6' - 0"
EQ
4
EQEQ
10
10
10
10
10
29
29
ACT
8' - 2" A.F.F.
ACT
8' - 2" A.F.F.
GYP.
X'-X"
SUPPLY AIR DIFFUSER
RETURN AIR GRILLE/EXHAUST AIR GRILLE
PENDANT MOUNTED LIGHT FIXTURE
CEILING HEIGHT & TYPE
EXIT LIGHT
NOTE:REFER TO MECHANICAL,
ELECTRICAL AND PLUMBING
PLANS FOR FIXTURE TYPES
SURFACE OR RECESSED FIXTURE (REF.
ELECTRICAL DRAWINGS)
RECESSED CAN LIGHT
ACOUSTICAL PANEL CEILING (GRID)
NEW GYPSUM BOARD CEILING
CEILING ACCESS DOOR
WALL SCONCEOR
RECESSED OR SUSPENDED LINEAR FIXTURE
(REF. ELECTRICAL DRAWINGS)
FIRE ALARM DEVICE
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
3
:
1
4
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A402B
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
SECOND FLOOR
REFLECTED CEILING
PLAN - AREA B
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A402B
1 RCP - 02 REFLECTED CEILING PLAN - AREA B
REFLECTED CEILING PLAN KEYNOTES
1GYPSUM BOARD BULKHEAD AT 8'-6" A.F.F.
2ALIGN
3UNISTRUT SUSPENSION SYSTEM. RECESS FULL SPAN OF CEILING –
REFERENCE ELECTRICAL DRAWINGS.
4GYPSUM BOARD WINDOW POCKET - TYPICAL AT PERIMETER WALLS - SEE
DETAILS IN TYPICAL WALL SETIONS
5RECESSED LIGHT COVE AND ASSOCIATE LIGHTING.
7ALIGN CEILING(S) AT EDGE OF WALL OR CORNER AS INDICATED.
8NO CEILING THIS ROOM - EXPOSED TO STURCTURE.
9START FULL CEILING TILE AT THIS LOCAITON
10WALL MOUNTED EXIT SIGN.
11ALIGN LIGHTS WITH CENTER OF DOOR JAMB/MULLION
12ALL LIGHTING THIS SIDE TO BE MIRROR IMAGE OF SOUTH SIDE WHERE
DIMENSIONSED ON THESE PLANS UNLESS OTHERWISE DIMENSIONED.
13GYPSUM BOARD BULKHEAD - WALL TYPE S3A. LOCATE 1" BELOW LOWEST
ADJACENT ACP CEILING.
14DECORATIVE FIXTURE
15RECESSED LIGHT COVE
16ALIGN SLOT DIFFUSERS WITH EDGE OF BOOKSHELVES AS INDICATED
17OPEN TO ABOVE
18GYPSUM BOARD CONTROL JOINT LOCATION. ALIGN WITH ARCHITECTURE AS
INDICATED
19ROOF HATCH
20GYPSUM BOARD CONTROL JOINT LOCATION. CENTER ON COURTYARD
CURTAINWALL EAST/WEST.
21CENTER LIGHT IN SHOWER AREA
22CENTER DIFFUSERS ON DOORS
23ALIGN DIFFUSERS ON THIS SIDE OF DINING ROOM WITH DIFFUSERS ON WEST
SIDE OF DINING ROOM
24START OF SLOPED CEILING
26WALL MOUNTED EXIT SIGN. RECESS TO GYPSUM WALL. WRAP ACCOUSTICAL
FABRIC LEAVING 1" REVEAL SURROUNDING SIGN
27EXTERIOR GRADE EXIT SIGN. MOUNT TO CEDAR SCREEN DOOR ASSEMBLY
OR ADJACENT WALL PER JURISDICTION HAVING AUTHORITY REQUIREMENTS.
28PENDANT MOUNTED STAINLESS STEEL EXIT SIGN TO BE VIEWED FROM
EXTERIOR. COORDINATE FINAL LOCATION WITH JURISDICTION HAVING
AUTHORITY AND ARCHITECT.
29CENTER SUPPLY DIFFUSER BETWEEN LIGHTS AS INDICATED.
#
REFLECTED CEILING PLAN LEGEND
GENERAL CEILING PLAN NOTES
AALL ACCOUSTICAL CEILING GRIDS ARE TO BE CENTERED IN ROOM UNLESS
OTHERWISE DIMENSIONED.
BPROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE. ARCHITECT
SHALL APPROVE ALL LOCATIONS PRIOR TO INSTALLATION.
CPROVIDE CONTINUOUS GYPSUM BOARD VERTICAL SURFACES MINIMUM FOR ALL
BULKEAD CONDITIONS UNLESS OTHERWISE SPECIFIED.
DTHE ARCHITECTURAL CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENT AND/ OR PENETRATIONS. COORDINATE DISCREPANCIES
WITH THE ARCHITECT AT TIME OF LAYOUT.
ELIGHTING FIXTURES/ DEVICES ARE SHOWN FOR REFERENE ONLY. REERENCE
ELECTRICAL DRAWINGS FOR FIXTURE/ DEVICE/ LAYOUT/ TYPE. REFERENCE
MECHAINCAL DRAWINGS FOR DIFUSER LAYOUT. COORDINATE DISCREPANCIES
WITH ARCHITECT.
FCEILING SUSPENSION SYSTEMS SHALL NOT PENETRATE ROOF DECKING.
PROVIDE AND INSTALL SUPPLEMENTARY FRAMING AS REQUIRED TO ATTACH TO
CEILING SYSPENSION TO STRUCTURE.
GWALL PAINT SHALL EXTEND TO BOTTOM OF DECK ABOVE UNLESS OTHERWISE
SPECIFIED.
HALL MECHANICAL DIFFUSERS AND RETURN GRILLES TO BE PAINTED TO MATCH
ADJACENT WALL OR CEILING SURFACE. PAINT INSIDE OF DUCTWORK BEHIND
FLAT BLACK.
KEXIT SIGNS SHALL BE CEILING MOUNTED UNLESS NOTED OTHERWISE.
MPROVIDE ALLOWANCE FOR 5 EXTRA EXIT SIGNS PER TYPE OTHER THAN
EXTERIOR GRADE.
NREFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES AND
QUANTITIES. HEADS HAVE BEEN INTENTIONALLY OMITTED FROM REFLECTED
CEILING PLANS FOR CLARITY.
OCOORDINATE FINAL EXIT SIGN LOCATIONS IN ROOM C001, C100 AND C200 WITH
FINAL BOOKSHELF LAYOUT, JURISDICTION HAVING AUTHORITY AND ARCHITECT.
PROVIDE SHOP DRAWING FOR ARCHITECTS REVIEW PRIOR TO INSTALLING
SIGNAGE.
PREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS
FOR INFORMATION REGARDING FIRE RATED CONSTRUCTION.
Q.PROVIDE ALLOWANCE FOR 20 ACCESS PANELS. 10 SHALL RESIDE IN GYPSUM
CEILINGS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
3
3
1
A513
2
A513
3
A513
3
A5164
A516
REFERENCE UPPER
LIBRARY
C200
MEDIA LIBRARY
C206
MECHANICAL
C205
LOUNGE
C204STORAGE
C203
STAIR
C201
STAIR
C202
4
A513
1
A521
1
A520
3
A520
2
A520
3
A521
GYP
18' - 0" A.F.F.
ACT
8' - 10" A.F.F.
ACT
8' - 10" A.F.F.
GYP
18' - 4" A.F.F.
GYP
8' - 10" A.F.F.
GYP
8' - 10" A.F.F.
8
A61218
2
18
2
8' - 0"8' - 0"8' - 0"8' - 0"
19
3' - 0"6' - 0"6' - 0"3' - 0"
4'
-
5
"
6'
-
0
"
6'
-
0
"
6'
-
0
"
6'
-
0
"
2'
-
7
"
EQ EQ
EQ
8'
-
0
"
EQ
EQ
EQ 2' - 2"
EQ
4'
-
0
"
EQ
EQ
EQ
EQ
4'
-
0
"
EQ
2' - 2"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"3' - 6"18' - 0"3' - 6".5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"
2'
-
0
"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"
1' - 0"
4' - 0"5' - 0"5' - 0"4' - 0"
1' - 0"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"
7'
-
0
1
/
2
"
18 18 18 18 18 18 1818
18 18
101010 10
101010
10
-
---
GYP.
X'-X"
SUPPLY AIR DIFFUSER
RETURN AIR GRILLE/EXHAUST AIR GRILLE
PENDANT MOUNTED LIGHT FIXTURE
CEILING HEIGHT & TYPE
EXIT LIGHT
NOTE:REFER TO MECHANICAL,
ELECTRICAL AND PLUMBING
PLANS FOR FIXTURE TYPES
SURFACE OR RECESSED FIXTURE (REF.
ELECTRICAL DRAWINGS)
RECESSED CAN LIGHT
ACOUSTICAL PANEL CEILING (GRID)
NEW GYPSUM BOARD CEILING
CEILING ACCESS DOOR
WALL SCONCEOR
RECESSED OR SUSPENDED LINEAR FIXTURE
(REF. ELECTRICAL DRAWINGS)
FIRE ALARM DEVICE
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
4
:
0
3
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A402C
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
SECOND FLOOR
REFLECTED CEILING
PLAN - AREA C
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/8" = 1'-0"A402C
1 RCP - 02 REFLECTED CEILING PLAN - AREA C
REFLECTED CEILING PLAN KEYNOTES
1GYPSUM BOARD BULKHEAD AT 8'-6" A.F.F.
2ALIGN
3UNISTRUT SUSPENSION SYSTEM. RECESS FULL SPAN OF CEILING –
REFERENCE ELECTRICAL DRAWINGS.
4GYPSUM BOARD WINDOW POCKET - TYPICAL AT PERIMETER WALLS - SEE
DETAILS IN TYPICAL WALL SETIONS
5RECESSED LIGHT COVE AND ASSOCIATE LIGHTING.
7ALIGN CEILING(S) AT EDGE OF WALL OR CORNER AS INDICATED.
8NO CEILING THIS ROOM - EXPOSED TO STURCTURE.
9START FULL CEILING TILE AT THIS LOCAITON
10WALL MOUNTED EXIT SIGN.
11ALIGN LIGHTS WITH CENTER OF DOOR JAMB/MULLION
12ALL LIGHTING THIS SIDE TO BE MIRROR IMAGE OF SOUTH SIDE WHERE
DIMENSIONSED ON THESE PLANS UNLESS OTHERWISE DIMENSIONED.
13GYPSUM BOARD BULKHEAD - WALL TYPE S3A. LOCATE 1" BELOW LOWEST
ADJACENT ACP CEILING.
14DECORATIVE FIXTURE
15RECESSED LIGHT COVE
16ALIGN SLOT DIFFUSERS WITH EDGE OF BOOKSHELVES AS INDICATED
17OPEN TO ABOVE
18GYPSUM BOARD CONTROL JOINT LOCATION. ALIGN WITH ARCHITECTURE AS
INDICATED
19ROOF HATCH
20GYPSUM BOARD CONTROL JOINT LOCATION. CENTER ON COURTYARD
CURTAINWALL EAST/WEST.
21CENTER LIGHT IN SHOWER AREA
22CENTER DIFFUSERS ON DOORS
23ALIGN DIFFUSERS ON THIS SIDE OF DINING ROOM WITH DIFFUSERS ON WEST
SIDE OF DINING ROOM
24START OF SLOPED CEILING
26WALL MOUNTED EXIT SIGN. RECESS TO GYPSUM WALL. WRAP ACCOUSTICAL
FABRIC LEAVING 1" REVEAL SURROUNDING SIGN
27EXTERIOR GRADE EXIT SIGN. MOUNT TO CEDAR SCREEN DOOR ASSEMBLY
OR ADJACENT WALL PER JURISDICTION HAVING AUTHORITY REQUIREMENTS.
28PENDANT MOUNTED STAINLESS STEEL EXIT SIGN TO BE VIEWED FROM
EXTERIOR. COORDINATE FINAL LOCATION WITH JURISDICTION HAVING
AUTHORITY AND ARCHITECT.
29CENTER SUPPLY DIFFUSER BETWEEN LIGHTS AS INDICATED.
#
GENERAL CEILING PLAN NOTES
AALL ACCOUSTICAL CEILING GRIDS ARE TO BE CENTERED IN ROOM UNLESS
OTHERWISE DIMENSIONED.
BPROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE. ARCHITECT
SHALL APPROVE ALL LOCATIONS PRIOR TO INSTALLATION.
CPROVIDE CONTINUOUS GYPSUM BOARD VERTICAL SURFACES MINIMUM FOR ALL
BULKEAD CONDITIONS UNLESS OTHERWISE SPECIFIED.
DTHE ARCHITECTURAL CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENT AND/ OR PENETRATIONS. COORDINATE DISCREPANCIES
WITH THE ARCHITECT AT TIME OF LAYOUT.
ELIGHTING FIXTURES/ DEVICES ARE SHOWN FOR REFERENE ONLY. REERENCE
ELECTRICAL DRAWINGS FOR FIXTURE/ DEVICE/ LAYOUT/ TYPE. REFERENCE
MECHAINCAL DRAWINGS FOR DIFUSER LAYOUT. COORDINATE DISCREPANCIES
WITH ARCHITECT.
FCEILING SUSPENSION SYSTEMS SHALL NOT PENETRATE ROOF DECKING.
PROVIDE AND INSTALL SUPPLEMENTARY FRAMING AS REQUIRED TO ATTACH TO
CEILING SYSPENSION TO STRUCTURE.
GWALL PAINT SHALL EXTEND TO BOTTOM OF DECK ABOVE UNLESS OTHERWISE
SPECIFIED.
HALL MECHANICAL DIFFUSERS AND RETURN GRILLES TO BE PAINTED TO MATCH
ADJACENT WALL OR CEILING SURFACE. PAINT INSIDE OF DUCTWORK BEHIND
FLAT BLACK.
KEXIT SIGNS SHALL BE CEILING MOUNTED UNLESS NOTED OTHERWISE.
MPROVIDE ALLOWANCE FOR 5 EXTRA EXIT SIGNS PER TYPE OTHER THAN
EXTERIOR GRADE.
NREFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES AND
QUANTITIES. HEADS HAVE BEEN INTENTIONALLY OMITTED FROM REFLECTED
CEILING PLANS FOR CLARITY.
OCOORDINATE FINAL EXIT SIGN LOCATIONS IN ROOM C001, C100 AND C200 WITH
FINAL BOOKSHELF LAYOUT, JURISDICTION HAVING AUTHORITY AND ARCHITECT.
PROVIDE SHOP DRAWING FOR ARCHITECTS REVIEW PRIOR TO INSTALLING
SIGNAGE.
PREFERENCE CODE AND LIFE SAFETY, AND MEP DRAWINGS AND SPECIFICATIONS
FOR INFORMATION REGARDING FIRE RATED CONSTRUCTION.
Q.PROVIDE ALLOWANCE FOR 20 ACCESS PANELS. 10 SHALL RESIDE IN GYPSUM
CEILINGS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFLECTED CEILING PLAN LEGEND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
3
3
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
3
A5193
A500
3
A500
A535
12 Sim
A516
5 Sim
A519
2 Sim
VESTIBULE
A100ENTRY
A101
CORRIDOR
A105
RETURN GRILLE CENTER
ON WALL OPENING BELOW
AND PAINT TO MATCH
ADJACENT WALL SURFACE
A114A
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
8"
DB.8 ADABACAC.6
A510
5 Sim
REFERENCE LIBRARY
C001ELECTRICAL ROOM
C001A
UNISEX RESTROOM
C113
COPY
C112
UNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
CONTINUOUS UNDER SLAB
DEWATERING SYSTEM -
REFERENCE, STRUCTURAL AND
MEP DRAWINGS.
1 1
8
A660
CORRIDOR
A106
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
1
A500
1
A500
A3
A514
7 Sim
A101A
A516
6 Sim
A516
6 Sim
ENTRY
A101
CORRIDOR
A106
CORRIDOR
A110
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
6
:
3
9
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A500
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
BUILDING SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A500
1 LONGITUDINAL THRU ENTRY
1/4" = 1'-0"A500
2 LONGITUDINAL THRU GREAT HALL
1/4" = 1'-0"A500
3 TRANSVERSE THRU ENTRY
NO.DESCRIPTIONDATE
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
2
A501
2
A501
C6 A3 C5 C4 C3C7C8 C2.5C8.5
UNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
CONTINUOUS UNDER SLAB
DEWATERING SYSTEM -
REFERENCE, STRUCTURAL AND
MEP DRAWINGS.
14
A538
Sim
3
C007 C010 C011
19
A612
REFERENCE
LIBRARY
C100
STORAGE
C011
IT WORK ROOM
C010
MECHANICAL
C013
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
1
A501
1
A501
A542
4
1
A502
1
A502
CACECDCBCCA521
1 Sim
A516
4 Sim
A513
3 Sim
UNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
A538
4 Sim
CONTINUOUS UNDER SLAB
DEWATERING SYSTEM -
REFERENCE, STRUCTURAL AND
MEP DRAWINGS.
4
A612
REFERENCE
LIBRARY
C001
CORRIDOR
C004
MECHANICAL
C013
REFERENCE
UPPER LIBRARY
C200
REFERENCE
LIBRARY
C100
C002
C103
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
7
:
0
3
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A501
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
BUILDING SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A501
1 LONGITUDINAL THRU LIBRARY
1/4" = 1'-0"A501
2 TRANSVERSE THRU LIBRARY
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
3Bid Package #3Date 3
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
A520
2
C7.9C5.1
C5.9C3.1
A512
4 Sim
REFERENCE LIBRARY
C001
CORRIDOR
C004
REFERENCE LIBRARY
C100
REFERENCE LIBRARY
ARCHIVE
C106
MEDIA LIBRARY
C206
MECHANICAL
C205LOUNGE
C204
LIBRARIAN
C104
COPY/ COLLATE
C103
UNISEX RESTROOM
C113
ELECTRICAL ROOM
C001A
ELEVATOR MACHINE
C002
CONFERENCE
C107
A552
6 Sim
UNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
UNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
CONTINUOUS UNDER SLAB
DEWATERING SYSTEM -
REFERENCE, STRUCTURAL AND
MEP DRAWINGS.
STORAGE
C203
A520
4A520
4 Sim
WALL CONDITION AT
C113 IS SIMPLIFIED
BELOW ROOF LINE.
REFERENCE FLOOR
PLANS
A514
2 Sim
COORDINATE BEAM FLANGE W/
TOILET CARRIER AND PLUMBING
SYSTEMS.
A660
3 Sim
C206
C106
C001B
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
7
:
1
2
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
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t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A502
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
BUILDING SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
3/16" = 1'-0"A502
1 LONGITUDINAL THRU LIBRARY
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
3
3
t.o.micmict.o.
icerecyctrashd/wref trashrecyc
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
1
A506
1
A506
2
A506
2
A506
3
A506
3
A506
D4 D5D2D3.5D3 D4.3 D4.7
STAFF BREAK AREA
D101
PASSAGE
D102
KITCHEN
D103
MECHANICAL
D104
IDF ROOM
D104A
STORAGE
D105
2.22
REFER TO INTERIOR DRAWINGS
FOR CASEWORK - COORDINATE
EXACT LOCATION OF POWER AND
BLOCKING AS REQUIRED.
REFER TO INTERIOR DRAWINGS
FOR CASEWORK - COORDINATE
EXACT LOCATION OF POWER AND
BLOCKING AS REQUIRED.
D102 D108F
D105
A535
9 Sim
A535
9 Sim
A535
8 SimA514
5 Sim
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
1
A506
1
A506
2
A506
2
A506
A515
63
A506
3
A506
A515
7
D4 D5D1D2D3.5D3 D4.3 D4.7
PASSAGE
D107
VESTIBULE
D106
PASSAGE
D107
DINING
D108
2.22
REFERENCE INTERIOR
DESIGN DRAWINGS FOR
CASEWORK - COORDINATE
BLOCKING AS REQUIRED.
D108ED109D115A
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
1
A506
1
A506
2
A506
2
A506
3
A506
3
A506
D4 D5D1D2D3.5D3 D4.3 D4.7
EXERCISE
D115
A514
5 Sim
2.22
REFERENCE INTERIOR DESIGN DRAWINGS
FOR CASEWORK AT THIS LOCATION -
COORDINATE BLOCKING AS REQUIRED.
REFERENCE INTERIOR DESIGN DRAWINGS
FOR CASEWORK AT THIS LOCATION -
COORDINATE BLOCKING AS REQUIRED.
CENTER FIRE
ALARM ON PILASTER
D117A D111 D110A
A535
9 Sim
A535
8 Sim
A535
9 Sim
BREAK OUT
D109PASSAGE
D111
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
7
:
2
6
A
M
C:
\
U
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r
s
\
T
A
l
l
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n
\
D
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n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
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r
t
y
F
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n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A503
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
BUILDING SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A503
1 LONGITUDINAL THRU STAFF BREAK/MECHANICAL
1/4" = 1'-0"A503
2 LONGITUDINAL THRU DINING/CORRIDOR
1/4" = 1'-0"A503
3 LONGITUDINAL THRU BREAK OUT/ EXERCISE
NO.DESCRIPTIONDATE
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
123456789101112131415161718192021222324
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
3
A504
3
A504
2
A522
1
A505
1
A505
2
A505
2
A505
B6B3B4B5 B7B4.3 B4.8B1B2B1.6 B2.4 B5.7
CORRIDOR
B201
CORRIDOR
B109
A511
2 Sim
B116
B212
HARDWOOD TRIM TO
COVER DOOR FRAME -
TYP. BOTH FLOORS
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
1
A504
1
A504
2
A504
2
A504
BA BB BC BDBA.6 BC.4
OFFICE
B232
CONFERENCE
B203
OFFICE
B101
CORRIDOR
B109
CORRIDOR
B201
OFFICE
B128 CORRIDOR
B112
CORRIDOR
B214
A510
4 Sim
A510
4 Sim
B113
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
3
A504
3
A504
A542
2 1
A505
1
A505
2
A505
2
A505
B6B3B4B5 B7B4.3 B4.8B1B2B1.6 B2.4 B5.7
A511
3 Sim
COPY COLLATE
B114
FILE ROOM
B116 FUTURE AST.
B117
CONFERENCE
B119
OFFICE
B223OPEN OFFICE
B222
STORAGE
B212COPY COLLATE
B213
OPEN OFFICE
B219
LOUNGE
B113
MEN
B215
MEN
B111
WOMEN
B110
WOMEN
B216STAIR
B200
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
7
:
4
6
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
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m
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n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A504
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
BUILDING SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
10/22/2014 - TO OWNER
3/16" = 1'-0"A504
1 LONGITUDINAL THRU OFFICE
3/16" = 1'-0"A504
3 TRANSVERSE THRU OFFICE
3/16" = 1'-0"A504
2 LONGITUDINAL THRU OFFICE
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
2
A504
2
A504
BA BB BC BDBA.6 BC.4
A511
2 Sim
STORAGE
B221
STORAGE
B212
CORRIDOR
B201
OFFICE
B207
OFFICE
B105
CORRIDOR
B109
FILE ROOM
B116
CORRIDOR
B121
STAIR
B124
A512
1 Sim
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
1
A504
1
A504
2
A504
2
A504
BABBBCBDAHAEAFAGBA.6BC.4AG.6 AE.5
CONFERENCE
B202
OFFICE
B234
OFFICE
B130WOMEN
B110
WOMEN
B216
OFFICE
B100
WOMEN
B216
WOMEN
B110 MECHANICAL
B134
MECHANICAL
B218
A510
4 Sim
A510
4 Sim
B201
B109A B110 B121 PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
8
:
0
3
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A505
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
BUILDING SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A505
1 TRANSVERSE THRU OFFICE
1/4" = 1'-0"A505
2 TRANSVERSE THRU OFFICE
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
1
A503
1
A503
2
A503
2
A503
3
A503
3
A503
13
'
-
0
"
10
'
-
0
"
13
'
-
4
"
1' - 6"
DADFDBDB.8DEDCDD CG.9
A515
3 Sim
A515
3 Sim
STAFF BREAK AREA
D101
DINING
D108
BOARD ROOM
D110
COVE LIGHT
A539
6
A539
7
A539
86
A660 A660
2 Sim
OUTLET AND COMMUNICATIONS
RACK IN CASEWORK. REFER TO
INTERIOR DRAWINGS FOR
CASEWORK. COORDINATE
OPENINGS AND BLOCKING AS
REQUIRED.
CASEWORK - REFER TO
INTERIOR DRAWINGS FOR
MORE INFORMATION
EQ
EQ
CENTER BAR GRILLE IN
BULKHEADS AS INDICATED
EQEQ
ALIGN END OF GRILLE WITH WALL EDGE BEYOND
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
1
A503
1
A503
2
A503
2
A503
3
A503
3
A503
DF DE DCDD DA.9
A515
1 Sim
A514
4 Sim
EXERCISE
D115
PASSAGE
D107MECHANICAL
D104
5
A660
D107
FIRE STROBE - CENTER ON WALL
BETWEEN WALL MOUNTED TVS -
COORDINATE EXACT LOCATION
WITH OTHER TRADES
WALL MOUNTED TV - PROVIDE
BLOCKING AS REQUIRED - COORDINATE
EXACT LOCATION WITH OWNER
FURNISHED EQUIPMENT
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
1
A503
1
A503
2
A503
2
A503
3
A503
3
A503
DFDB.8 DEDCDD
PASSAGE
D107
STORAGE
D103B
STORAGE
D103A
A514
3 Sim
6
A660
PASSAGE
D111
D100A
A515
1 Sim
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
8
:
1
6
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A506
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
BUILDING SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A506
1 LONGITUDINAL THRU HOSPITALITY
1/4" = 1'-0"A506
2 TRANSVERSE THRU EXERCISE/MECHANICAL
1/4" = 1'-0"A506
3 TRANSVERE UNIT D
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
1
A504
1
A504
2
A504
2
A504
6
A522
BA BB BC BD AHAEAFCJCHAGBA.6 BC.4 AG.6AE.5
A510
5 SimUNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
UNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
CONTINUOUS UNDER SLAB
DEWATERING SYSTEM -
REFERENCE, STRUCTURAL AND
MEP DRAWINGS.
B121 B109A
A512
3 Sim
A651
10
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
1
A503
1
A503
2
A503
2
A503
3
A503
3
A503
DADFDB.8DEABACAC.6
REFERENCE LIBRARY
C001 ELECTRICAL ROOM
C001A
A510
5 Sim
A510
5 Sim
UNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
UNDERGROUND FOUNDATION
WATERPROOFING AROUND
ENTIRE PERIMETER OF
BASEMENT - REFERENCE
SPECIFICATIONS
CONTINUOUS UNDER SLAB
DEWATERING SYSTEM -
REFERENCE, STRUCTURAL AND
MEP DRAWINGS.
STEPPED FOUNDATION BEYOND -
COORDINATE INSTALLATION OF
WATER PROOFING W/ BASEMENT
AND LOCATION OF ADJACENT
FOUNDATION WALLS.COORDINATE TERRAZZO
EXPANSION THIS LOCATION.
A651
9
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
8
:
2
8
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A507
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
BUILDING SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A507
1 LONGITUDINAL THRU GREAT HALL
1/4" = 1'-0"A507
2 LONGITUDINAL THRU GREAT HALL
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
PREFINISHED METAL
GRAVEL STOP.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
CUT LIMESTONE
VENEER.
1 1/2" AIR SPACE MIN.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED METAL
STUD FRAMING.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
STAINLESS STEEL
THRU-WALL FLASHING.
GROUT SOLID UNDER
FLASHING.
CONTINUOUS VAPOR BARRIER.
CONTINUOUS AIR AND
MOISTURE BARRIER.
STAINLESS STEEL
STRAP ANCHORS .
BATT INSULATION - PER STUD THICKNESS.
CONTINUOUS 1"
MORTER NET.
PRE FINISHED WEEP
VENTS TYPICAL
AT EACH VERTICAL
JOINT .
PRE FINISHED WEEP
VENTS TYPICAL
AT EACH VERTICAL
JOINT .
1'
-
4
"
LIMESTONE VENEER.
A534
1 1' - 2"
7 1/2"6 1/2"
8"
AH
LATERAL BRACING AS REQUIRED.
4 3/4".
1' - 0"
NON ABSORBATIVE
STONE VENEER
1' - 0".
18' - 2"
TOP OF PARAPET
A534
3 Sim
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
ALUMINUM CURTAIN WALL
SYSTEM.
ALUMINUM SUNSHADE.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
PREFINISHED METAL
SILL FLASHING.
GRAVEL STOP
RETURN BEYOND.
WEEP VENTS AT
48" O.C. MAXIMUM.
TYPICAL.
PREFINISHED METAL
WALL VENT.
A531
9 Sim
A531
8
1' - 2"
6 1/2"7 1/2"
B1
1' - 8".
8 1/2".
1' - 10 1/2"
A530
5 Sim
26' - 6"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
ALUMINUM CURTAIN WALL
SYSTEM.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
ALUMINUM CURTAIN WALL
SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
GRAVEL STOP RETURN
BEYOND. TYPICAL.
A604
6
A604
5
A604
4
1' - 10 1/2"
8 1/2"
1' - 2"
1' - 2"
7 1/2"6 1/2"
BD
1' - 8".
8 1/2".
A530
5 Sim
SIM
3/4"
26' - 6"
TOP OF PARAPET
3'
-
0
1
/
2
"
CONTINUOUS AIR
AND MOISTURE
BARRIER.
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE. MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD
SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
5/8" GYPSUM BOARD
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD
THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
STEEL FRAMING. REFERENCE STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
PREFINISHED METAL
GRAVEL STOP.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
3'
-
0
"
8"
3'
-
4
"
PREFINISHED METAL
WALL VENT.
A530
7
A530
6
1' - 2"A530
5 8 1/2"
7 1/2"6 1/2"
BD
1' - 10 1/2"
8 1/2"
1' - 10 1/2"
26' - 6"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS
1" INSULATED GLAZING UNIT
CEILING CONSTRUCTION - REFERENCE
SEPARATE BID PACKAGE
A530
2
A530
1
ALUMINUM STOREFRONT
SYSTEM
CEDAR SUN SCREEN
SYSTEM AND ASSOCIATED FRAME.
1' - 0"
7"5"
AG.6
1' - 4"
7"
1' - 4"1"
12' - 8 1/2"
TOP OF PARAPET
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
8
:
3
8
A
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C:
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2
2
-
0
0
7
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F
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-
C
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N
T
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_
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_
L
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L
_
0
7
2
9
2
0
1
5
.
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A510
LI
B
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F
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A
WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A510
1 WALL SECTION - LIMESTONE ENTRY MASS
1/2" = 1'-0"A510
2 WALL SECTION - BRICK RETURN AT OFFICE
1/2" = 1'-0"A510
3 WALL SECTION - WINDOWS AT OFFICE
1/2" = 1'-0"A510
4 WALL SECTION - BRICK AT OFFICE
1/2" = 1'-0"A510
5 WALL SECTION
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING.
REFERENCE STRUCTURAL
DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
ALUMINUM CURTAIN WALL
SYSTEM.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
ALUMINUM CURTAIN WALL
SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
CONTINUOUS 1"
MORTAR NET.
THRU-WALL FLASHING.
WEEP VENTS AT
48" O.C. MAX.
WEEP VENTS AT
48" O.C. MAX.
TREATED WOOD BLOCKING.
1' - 2"
6 1/2"7 1/2"
A604
4 Sim
A604
5 Sim
A604
6 Sim B6
1' - 8"A530
5 Sim
6".
1' - 5 3/8"
3/4"
26' - 6"
TOP OF PARAPET
3'
-
0
1
/
2
"
8"
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
1" RIGID INSULATION.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
ALUMINUM STORE
FRONT SYSTEM
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM
COMPOSITE
WALL PANEL
SYSTEM.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
ALUMINUM STORE FRONT
SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
8"
2'
-
4
"
1'
-
0
"
A531
2
A531
3
3/
8
"
8 1/2"1' - 2"
B6
2' - 5 1/2"
4' - 4"
7"
3/4".
26' - 6"
TOP OF PARAPET
8"
.
CONTINUOUS AIR
AND MOISTURE
BARRIER.
DOWEL SIDEWALK INTO FOUNDATION - TYPICAL
A600
8
2
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
ALUMINUM CURTAIN WALL
SYSTEM.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
ALUMINUM CURTAIN WALL
SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
CONTINUOUS 1"
MORTAR NET.
THRU-WALL FLASHING.
WEEP VENTS AT
48" O.C. MAX.
WEEP VENTS AT
48" O.C. MAX.
TREATED WOOD BLOCKING.
6 1/2"7 1/2"
1' - 2"
8"
A531
3 Sim
A535
3 Sim
A531
1 Sim
B7
1' - 4"
1' - 8".
8 1/2".
1' - 10 1/2"
A530
5 Sim
3/4".
26' - 6"
TOP OF PARAPET
3'
-
0
1
/
2
"
8"
.
CONTINUOUS AIR AND
MOISTURE BARRIER
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
WRAP UP AND OVER WALL
CONSTRUCTION AS
REQUIRED FOR WARRANTY
REQUIREMENTS.
6" MINIMUM RIGID INSULATION.
INSTALL TAPERED WHERE REQUIRED.
TREATED WOOD BLOCKING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
PREFINISHED METAL
GRAVEL STOP.
PREFINISHED METAL
WALL VENT.
1' - 2"
6 1/2"7 1/2"
B7
1' - 10 1/2"
8 1/2".
1' - 10 1/2"
A530
5 Sim
A530
7 Sim
26' - 6"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
8
:
4
8
A
M
C:
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4
5
2
2
-
0
0
7
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F
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C
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N
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_
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_
L
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L
_
0
7
2
9
2
0
1
5
.
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A511
LI
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F
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WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A511
1 WALL SECTION - NORTH OFFICE
1/2" = 1'-0"A511
2 WALL SECTION - VS-1 / CEDAR AT OFFICE
1/2" = 1'-0"A511
3 WALL SECTION - NORTH OFFICE
1/2" = 1'-0"A511
4 WALL SECTION - NORTH OFFICE
NO.DESCRIPTIONDATE
2Addendum #207/20/2015
1ST FLOOR LEVEL
0"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" CONTINUOUS MORTAR NET.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID
INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR
BARRIER.
BATT INSULATION - PER STUD
THICKNESS.
WEEP VENTS AT
48" O.C. MAXIMUM.
TYPICAL.
1 1/2" AIR SPACE MIN.
CURTAIN WALL
ASSEMBLY
1" INSULATED
GLAZING UNIT
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
5/8" PLYWOOD SHEATHING.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
STEEL FRAMING.
REFERENCE STRUCTURAL DRAWINGS.
STAIR FRAMING AND
LANDING.
STEEL FRAMING.
REFERENCE STRUCTURAL DRAWINGS.
A530
4
A530
3
1' - 2"
6 1/2"7 1/2"
BA
3' - 1"
4' - 0"
3' - 4"
26' - 6"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
PREFINISHED METAL
SILL FLASHING.
STOREFRONT ASSEMBLY
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS 1" RIGID
INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1" INSULATED GLAZING UNIT.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINUOUS THRU WALL
AND HEAD FLASHING.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION
BOARD.
FULLY ADHERED
MEMBRANE ROOF
SYSTEM.
6" MINIMUM RIGID
INSULATION.
GYPSUM CEILING ON
SUSPENSION SYSTEM.
A530
2 Sim
A532
6
1 1/4"
B1
CONTINUOUS WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
4".
A537
2 Sim
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
CAST-IN-PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
1'-1".
CONTINUOUS AIR AND
MOISTURE BARRIER.
BATT INSULATION PER
STUD THICKNESS
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
VAPOR BARRIER - TYP.
AT EXTERIOR WALLS
1" AIR SPACE 3
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
BRICK VENEER.
PREFINISHED METAL
SILL FLASHING.
TREATED WOOD BLOCKING.
STOREFRONT ASSEMBLY
.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1" INSULATED GLAZING UNIT.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINUOUS 2X
WOOD BLOCKING.
CONTINUOUS THRU WALL
AND HEAD FLASHING
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
GYPSUM CEILING ON
SUSPENSION SYSTEM.
CEDAR SCREEN HINGE
HINGE MOUNTING PLATE
- BEYOND
ALUMINUM COMPOSITE
DECORATIVE SNAP TRIM
CEDAR SUN SCREEN
SYSTEM AND
ASSOCIATED FRAME.
HINGE MOUNTING PLATE
- BEYOND
CEDAR SCREEN HINGE -
BEYOND
A530
2 Sim
A532
1
1"
1"
1 1/4"
C9
CONTINUOUS WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
CAST-IN-PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
4"
2' - 3 1/4"
35.00°
6"
A537
2 Sim CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
9"
1' - 6"
12' - 8"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
BATT INSULATION PER
STUD THICKNESS
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
VAPOR BARRIER - TYP.
AT EXTERIOR WALLS
1" AIR SPACE
3
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
BRICK VENEER.
PREFINISHED METAL
SILL FLASHING.
STOREFRONT ASSEMBLY
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
GYPSUM BOARD FINISH.
1" INSULATED GLAZING UNIT.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINUOUS THRU WALL
AND HEAD FLASHING.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
GYPSUM CEILING ON
SUSPENSION SYSTEM.
CEDAR SUN SCREEN
SYSTEM AND ASSOCIATED
FRAME.
CEDAR SCREEN HINGE -
BEYOND
HINGE MOUNTING
PLATE - BEYOND
HINGE MOUNTING PLATE
- BEYOND
CEDAR SCREEN HINGE -
BEYOND
A532
3
A532
2
A530
2 Sim C9
CAST-IN-PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
CAST-IN-PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
A537
2 Sim
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
9"
1' - 6"
BATT INSULATION - PER
STUD THICKNESS.
12' - 8"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
BATT INSULATION PER
STUD THICKNESS
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
VAPOR BARRIER - TYP.
AT EXTERIOR WALLS
1" AIR SPACE
3
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
8
:
5
8
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7
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9
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A512
LI
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WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A512
1 WALL SECTION - STAIR BUMP OUT
1/2" = 1'-0"A512
2 WALL SECTION - VS-1 / CEDAR AT BACK EXIT
1/2" = 1'-0"A512
3 WALL SECTION - VS-1 / CEDAR AT OFFICE
1/2" = 1'-0"A512
4 WALL SECTION - VS-1 / CEDAR AT OFFICE
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
2'
-
4
"
A533
5
CUT LIMESTONE VENEER.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
6" COLD FORMED METAL FRAMING.
BATT INSULATION - PER STUD
THICKNESS.
2" CONTINUOUS R-10
MINIMUM RIGID
INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION
BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID
INSULATION. TAPER AS
REQUIRED.
PREFINISHED METAL
GRAVEL STOP
2" CONTINUOUS RIGID
INSULATION.
5/8" PLYWOOD SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
PREFINISHED METAL
GRAVEL STOP
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION
BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID
INSULATION. TAPER AS
REQUIRED.
PREFINISHED WEEP
VENT. TYPICAL AT EACH
VERTICAL MASONRY JOINT.
PREFINISHED WEEP
VENT. TYPICAL AT EACH
VERTICAL MASONRY JOINT.
CONTINUOUS THRU-WALL
FLASHING.
A537
1
A533
4 Sim
1" MORTAR NET.
1 1/2" AIR SPACE MIN.
CAST IN PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
C8.5
27
'
-
1
0
"
CONTINUOUS VAPOR BARRIER.
GYPSUM BOARD FINISH.
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CONTINUOUS VAPOR
BARRIER.
FOUNDATION DRAIN - REFERENCE
CIVIL DRAWINGS AND
SPECIFICATIONS. COORDINATE
W/ GEOTECHNICAL ENGINEER AND
WATERPROOFING ASSMEBLY
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS WATER PROOFING
MEMBRANE SYSTEM WATER STOP.
COORDINATE EXACT CONFIGURATION
W/ WATER PROOFING ASSEMBLY
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
A537
2 Sim
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
4' - 3 3/8"
3' - 4 3/8"
4 5/8"
NON ABSORBATIVE STONE
VENEER
33' - 0"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
2'
-
0
"
A537
3
A533
2
A533
4
A533
3
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
PREFINISHED METAL
GRAVEL STOP
STAINLESS STEEL
WATER JET CUT HEAVY
GAUGE METAL FABRIC
SCREEN. REFERENCE
ELEVATIONS FOR MORE
INFORMATION.
1 1/4" INSULATED
GLAZING UNIT. TYPICAL.
VS-1 CURTAINWALL
SYSTEM. 10" DEEP
MULLION..
CUT LIMESTONE SILL
WITH WASH.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL SUPPLIER.
CUT LIMESTONE VENEER.
STAINLESS STEEL
MOUNTING BRACKET.
REFERENCE STRUCTURAL
DRAWINGS.
2" CONTINUOUS RIGID
INSULATION.
5/8" PLYWOOD SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CAST IN PLACE CONCRETE
WALL. REFERENCE
STRUCTURAL DRAWINGS.
2 1/2" METAL STUD FRAMING.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
2" CONTINUOUS RIGID
INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS
SUSPENDED ACOUSTICAL
CEILING SYSTEM.
BATT INSULATION PER STUD THICKNESS
C8.5
CONTINUOUS VAPOR BARRIER.
CONTINUOUS VAPOR BARRIER.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
CONTINUOUS VAPOR
BARRIER ON INTERIOR.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
2'
-
0
1
/
2
"
1'
-
0
"
21
'
-
1
1
"
1'
-
0
"
23
'
-
1
1
"
A537
2 Sim
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
4' - 3 3/8"
3' - 4 3/8"
4 5/8"2' - 11 3/4"
33' - 0"
TOP OF PARAPET
2'
-
4
"
3
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
2'
-
4
"
1 1/4"
2 1/8"
4 5/8"
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
A533
3 Sim
PREFINISHED METAL
GRAVEL STOP
STAINLESS STEEL
WATER JET CUT HEAVY
GAUGE METAL FABRIC
SCREEN. REFERENCE
ELEVATIONS FOR MORE
INFORMATION.
1 1/4" INSULATED
GLAZING UNIT. TYPICAL.
VS-1 CURTAINWALL
SYSTEM. 10" DEEP
MULLION..
CUT LIMESTONE SILL
WITH WASH.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL SUPPLIER.
CUT LIMESTONE VENEER.
STAINLESS STEEL
MOUNTING BRACKET.
REFERENCE STRUCTURAL
DRAWINGS.
2" CONTINUOUS RIGID
INSULATION.
5/8" PLYWOOD SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CAST IN PLACE CONCRETE
WALL. REFERENCE
STRUCTURAL DRAWINGS.
2 1/2" METAL STUD FRAMING.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
2" CONTINUOUS RIGID
INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
A533
2 Sim
A533
4 Sim
CA
CONTINUOUS VAPOR BARRIER
ON INTERIOR.
CONTINUOUS VAPOR BARRIER.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
A537
2
A537
3 Sim
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
4' - 3 3/8"
3' - 4 3/8"
4 5/8"
INTRIGAL COLORED SHOT BLASTED
SITE WALL - REFERENCE
STRUCTURAL AND CIVIL DRAWINGS
AND SPECIFICATIONS
A538
5
2' - 11 3/4"
33' - 0"
TOP OF PARAPET
1 1/2" AIR SPACE MIN.
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
21
'
-
1
1
"
1'
-
0
"
1'
-
0
"
23
'
-
1
1
"
2'
-
0
1
/
2
"
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
2'
-
4
"
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
A533
3 Sim
PREFINISHED METAL
GRAVEL STOP
STAINLESS STEEL
WATER JET CUT HEAVY
GAUGE METAL FABRIC
SCREEN. REFERENCE
ELEVATIONS FOR MORE
INFORMATION.
1 1/4" INSULATED
GLAZING UNIT. TYPICAL.
VS-1 CURTAINWALL
SYSTEM. 10" DEEP
MULLION..
CUT LIMESTONE SILL
WITH WASH.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL SUPPLIER.
CUT LIMESTONE VENEER.
STAINLESS STEEL
MOUNTING BRACKET.
REFERENCE STRUCTURAL
DRAWINGS.
2" CONTINUOUS RIGID
INSULATION.
5/8" PLYWOOD SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CAST IN PLACE CONCRETE
WALL. REFERENCE
STRUCTURAL DRAWINGS.
2 1/2" METAL STUD FRAMING.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
PREFINISHED DRAINABLE
METAL SIDEWALL INTAKE
LOUVER.
CAST IN PLACE CONCRETE
RETAINING WALL. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
GALVANIZED STEEL GRATE.
REFERENCE STRUCTURAL
DRAWINGS FOR SUPPORT
STRUCTURE.
GYPSUM BOARD FINISH.
2" CONTINUOUS RIGID
INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
A533
2 Sim
A533
4 Sim
C2.5
CONTINUOUS VAPOR BARRIER.
CONTINUOUS VAPOR
BARRIER ON INTERIOR.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
4'
-
5
1
/
4
"
10
'
-
0
"
10
'
-
0
"
4'
-
0
"
FOUNDATION DRAIN - REFERENCE CIVIL DRAWINGS AND
SPECIFICATIONS. COORDINATE W/ GEOTECHNICAL
ENGINEER AND WATERPROOFING ASSMEBLY
CONTINUOUS WATER PROOFING
MEMBRANE SYSTEM WATER STOP.
COORDINATE EXACT CONFIGURATION
W/ WATER PROOFING ASSEMBLY
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
4' - 3 3/8"
3' - 4 3/8"
4 5/8"
A538
8
2' - 11 3/4"
33' - 0"
TOP OF PARAPET
1 1/2" AIR SPACE MIN.
1 1/2" AIR SPACE MIN.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
9
:
1
7
A
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2
2
-
0
0
7
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C
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L
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CA
L
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0
7
2
9
2
0
1
5
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A513
LI
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F
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WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A513
1 WALL SECTION - LIMESTONE AT LIBRARY
1/2" = 1'-0"A513
2 WALL SECTION - VS-1 AT LIBRARY
1/2" = 1'-0"A513
3 WALL SECTION - VS-1 AT LIBRARY
1/2" = 1'-0"A513
4 WALL SECTION - AREAWAY AT LIBRARY
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
ALUMINUM CURTAIN
WALL SYSTEM.
ALUMINUM
COMPOSITE
PANEL SYSTEM.
2" CONTINUOUS
RIGID INSULATION.
MEMBRANE AIR AND
MOISTURE BARRIER.
5/8" PLYWOOD
SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
A535
2
A535
1
7"
3'
-
0
1
/
2
"
DA
2' - 0"
2' - 7 3/4"
3' - 7"
7 1/2"6 1/2"
1' - 2"
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
A530
5 Sim
18' - 2"
TOP OF PARAPET
0"
1ST FLOOR LEVEL
CONTINUOUS
AIR AND
MOISTURE
BARRIER.
1ST FLOOR LEVEL
0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN..
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
SUSPENDED GYPSUM
CEILING SYSTEM.
BRICK VENEER.
A535
9 Sim
7 1/2"
1' - 2"
6 1/2"
D4
ROOF PROTECTION BOARD.
11"
11"
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
A530
5 Sim
18' - 2"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
RESILIENT ACOUSTIC
CHANNEL W/ 5/8"
GYPSUM BOARD - DO
NOT ATTACH GYPSUM
BOARD BACK TO STEEL
STUD FRAMING.
CONTINUOUS MINERAL
FIBER BOARD BETWEEN
RESILIENT ACOUSTIC
CHANNELS
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
SUSPENDED GYPSUM
CEILING SYSTEM.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINUOUS VAPOR
BARRIER ON INTERIOR SIDE.
ALUMINUM STOREFRONT
WINDOW SYSTEM.
5/8" PLYWOOD SHEATHING.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
ALUMINUM CURTAIN WALL
OR STOREFRONT
ENTRY SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
1/4" ISOLATION MATERIAL.
ALUMINUM THRESHOLD.
WALL CONSTRUCTION
BEYOND.
3/
8
"
A535
11
6"
1' - 3 3/4"
1' - 0"2 3/4"
DB
6' - 10".
6"
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
13' - 5"
TOP OF PARAPET
DOWEL SIDEWALK INTO
FOUNDATION - TYPICAL.
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
ALUMINUM STOREFRONT
WINDOW SYSTEM.
5/8" PLYWOOD SHEATHING.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF PROTECTION
BOARD.
FULLY ADHERED
MEMBRANE ROOF SYSTEM.
6" MINIMUM RIGID
INSULATION.
STEEL FRAMING.
REFERENCE STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
A536
5
A536
4
1' - 8 3/4"
1' - 0"
DB
3' - 6"
2' - 6".
1' - 9".
4"8"
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
13' - 5"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
BRICK VENEER.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
SUSPENDED GYPSUM
CEILING SYSTEM.
BRICK VENEER.
A535
10
1' - 2"
7 1/2"6 1/2"
D1
1' - 8"
1' - 8"
6".
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
A530
5 Sim
13' - 5"
TOP OF PARAPET
1 1/2" AIR SPACE MIN.
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"8"
10
'
-
1
"
.
9'
-
8
"
BRICK VENEER.
ROWLOCK BRICK
COURSE.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE.
REFERENCE STRUCTURAL
DRAWINGS.
BRICK VENEER.
THRU-WALL FLASHING.
GROUT SOLID BELOW
FLASHING.
PREFINISHED METAL COPING.
ALTERNATE - 12" CMU WALL
CONSTRUCTION
1' - 6"
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
A535
8 Sim
OPP
HAND
A535
9 SimOPP
HAND
D5
11"
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
18' - 2"
TOP OF PARAPET
1 1/2" AIR SPACE MIN.
CONTINUOUS AIR
AND MOISTURE
BARRIER.
C
E
I
L
I
N
G
9'
-
0
"
SUSPENDED GYPSUM
BOARD CEILING1' - 2 1/2"
CONTINUOUS
VAPOR BARRIER
ON INTERIOR.
5/8" GYPSUM
BOARD ON 6"
METAL STUDS
GYPSUM BOARD
BULKHEAD WITH
WOOD TRIM AT
OPENING
OPENING HEAD
8' - 9 7/8"
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
A536
10
1' - 2"
8"
7 1/2"6 1/2"
DB
BRICK VENEER.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
SUSPENDED GYPSUM
CEILING SYSTEM.
BRICK VENEER.
2' - 0"
2' - 0"
10".
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
A530
5 Sim
13' - 5"
TOP OF PARAPET
1 1/2" AIR SPACE MIN.
CONTINUOUS AIR AND
MOISTURE BARRIER.CROSS BRACING - REFERENCE
STRUCTURAL
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
9
:
2
9
A
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2
2
-
0
0
7
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C
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7
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9
2
0
1
5
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A514
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WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A514
1 WALL SECTION - GOODRICH ROOM
1/2" = 1'-0"A514
2 WALL SECTION - GOODRICH ROOM
1/2" = 1'-0"A514
3 WALL SECTION - HOSPITALITY ENTRANCE
1/2" = 1'-0"A514
4 WALL SECTION - EXERCISE
1/2" = 1'-0"A514
5 WALL SECTION - EXERCISE
1/2" = 1'-0"A514
9 WALL SECTION - OUTDOOR ENCLOSURE
1/2" = 1'-0"A514
7 WALL SECTION - UNIT D AT OPENING
1/2" = 1'-0"A514
8 WALL SECTION - EXERCISE
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
ALUMINUM
COMPOSITE
PANEL SYSTEM.
CONTINUOUS AIR AND
MOISTURE BARRIER.
5/8" PLYWOOD
SHEATHING.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
METAL DECK.
REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID
INSULATION.
TREATED WOOD BLOCKING.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL
DRAWINGS.
GYPSUM BOARD FINISH.
CONTINUOUS VAPOR
BARRIER.
BATT INSULATION - PER
STUD THICKNESS.
CONTINUOUS 1"
MORTAR NET.
CONTINUOUS AIR AND
MOISTURE BARRIER. .
BUILT UP CEDAR
WOOD COLUMNS.
SEE ELEVATIONS
AND DETAILS.
A535
7
A535
5
6' - 10"
1' - 2"
6 1/2"7 1/2"
2' - 10 3/8"6"
DF DE
1' - 8"2' - 0"
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS
13' - 6"
TOP OF PARAPET
11
'
-
4
"
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
STEEL FRAMING. REFERENCE
STRUCTURAL.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.PREFINISHED METAL
GRAVEL STOP.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD
SHEATHING
6" COLD-FORMED
METAL STUD FRAMING.
CONTINUOUS 1" MORTAR NET.
5/8" PLYWOOD SHEATHING.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF
PROTECTION
BOARD.
FULLY ADHERED
MEMBRANE ROOF.
TERMINATION BAR
UNDER SHELF ANGLE.
6" MINIMUM RIGID
INSULATION.
ALUMINUM COMPOSITE
PANEL SYSTEM AT
SOFFIT.
ALUMINUM STOREFRONT
WINDOW SYSTEM.
ALUMINUM STOREFRONT
ENTRY SYSTEM.
11
'
-
4
"
A535
6
1' - 0"
6" COLD FORMED METAL
STUD FRAMING
LATERAL BRACING AS
REQUIRED FOR
STRUCTURAL INTEGRITY
BOXED HEADERS
METAL STUD AND GYPSUM
END CONDITION - FLUSH W/
STOREFRONT
CONTINUOUS "Z"
REVEAL
CONTINUOUS SEALANT ALL
AROUND - EACH SIDE.
CONTINUOUS GYPSUM BOARD
SUSPENSION SYSTEM - BRACE
LATERALLY AS REQUIRED.
D4
1/2"
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
BATT INSULATION - PER
STUD THICKNESS.
18' - 2"
TOP OF PARAPET
A535
9 Sim
2.22
7 7/8"
3 1/8"
1ST FLOOR LEVEL
0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
ALUMINUN CURTAIN WALL
OR STOREFRONT
WINDOW SYSTEM.
ALUMINUM
COMPOSITE
PANEL SYSTEM.
2" CONTINUOUS
RIGID INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
5/8" PLYWOOD
SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK.
REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
A535
4
A535
3
12
'
-
1
1
3
/
4
"
10"1' - 2"
6 1/2"7 1/2"
3'
-
0
"
DF
2' - 0"
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
A530
5 Sim
18' - 2"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD
THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
PREFINISHED METAL
GRAVEL STOP.
CONTINUOUS 1"
MORTAR NET.
1' - 2"
6 1/2"7 1/2"
8"
DF
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS
2' - 0"
10"
2' - 0"
A530
5 Sim
18' - 2"
TOP OF PARAPET
A536
3 Sim
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
PREFINISHED METAL
GRAVEL STOP.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
6" COLD-FORMED
METAL STUD FRAMING.
CONTINUOUS 1" MORTAR NET.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
6" METAL STUD FRAMING.
1 1/2" AIR SPACE.
5/8" PLYWOOD SHEATHING.
BRICK VENEER.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF
PROTECTION
BOARD.
FULLY ADHERED
MEMBRANE ROOF.
W/ TERMINATION BAR
AND COUNTER
FLASHING
6" MINIMUM RIGID
INSULATION.
D5
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS
11"
BATT INSULATION - PER STUD
THICKNESS.
18' - 2"
TOP OF PARAPET
A535
9 Sim
3 1/2" TO WALL FACE11" TO WALL FACE
A535
8 Sim
1ST FLOOR LEVEL
0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
ALUMINUM
COMPOSITE
PANEL SYSTEM.
2" CONTINUOUS
RIGID INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
5/8" PLYWOOD
SHEATHING.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
6" METAL STUD FRAMING.
1 1/2" AIR SPACE.
5/8" PLYWOOD SHEATHING.
BRICK VENEER.METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF
PROTECTION
BOARD.
FULLY ADHERED
MEMBRANE ROOF.
TERMINATION BAR
UNDER SHELF
ANGLE.
6" MINIMUM RIGID
INSULATION.
ALUMINUM STOREFRONT
WINDOW SYSTEM.
FIELD VERI
FY
13' - 8".
A536
7
A536
6
9' - 0"
D5
2' - 3 1/4".
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
BATT INSULATION -
PER STUD THICKNESS.
18' - 2"
TOP OF PARAPET
8" MIN
9 5/8"6 1/2"
5"
A539
9
1ST FLOOR LEVEL
0"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
A536
8
13' - 4"
12' - 0 5/8"
D4
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
15' - 5 1/2"
FIELD VERI
FY
13' - 8".
3 5/8" METAL STUD FRAMING
- BRACE LATERALLY AS
REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS
GYPSUM BOARD
SUSPENSION SYSTEM
- BRACE LATERALLY
AS REQUIRED
GYPSUM BOARD FINISH
5/8" PLYWOOD
SHEATHING
BULKHEAD AND LIGHT
SHELF BEYOND
CONTINUOUS
GYPSUM BOARD
SUSPENSION SYSTEM
- BRACE LATERALLY
AS REQUIRED
COLD FORMED METAL
STUD FRAMING AND
BOX HEADER
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS.
A536
7 Sim
18' - 2"
TOP OF PARAPET
2.22
7' - 7 5/8"
A539
10
3
8' - 10"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
9
:
4
1
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2
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0
0
7
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9
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WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A515
1 WALL SECTION - EMPLOYEE ENTRY CANOPY
1/2" = 1'-0"A515
2 WALL SECTION - EMPLOYEE ENTRY VESTIBULE
1/2" = 1'-0"A515
3 WALL SECTION - STAFF BREAK
1/2" = 1'-0"A515
4 WALL SECTION - STAFF BREAK
1/2" = 1'-0"A515
5 WALL SECTION - GREAT HALL/BREAK OUT
1/2" = 1'-0"A515
6 WALL SECTION - GREAT HALL/DINING
1/2" = 1'-0"A515
7 WALL SECTION - DINING
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
5" VS-1 SYSTEM
VERTICAL MULLION
BEYOND.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1" RIGID INSULATION
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINUOUS 2"
WOOD BLOCKING.
EDGE CHANNEL.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL PANEL.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
CONTINUOUS GYPSUM
BOARD SUSPENSION
SYSTEM. - BRACE
LATERALLY AS
REQUIRED.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
EXTRUDED ALUMINUM
DOOR FRAME SYSTEM
BY CURTAINWALL PROVIDER.
ALUMINUM ENTRY SYSTEM.
REFERENCE DOOR SCHEDULE.
A537
8
4"
4"
3 1/4"
1"
DECORATIVE CONCRETE &
ASSOCIATED SUB SURFACE
MATERIAL - COORDINATE W/
FINAL FINISHED FLOOR
ELEVATION
CONTINUOUS PERIMETER
DRAIN SYSTEM -
COORDINATE W/ FUTURE BID
PACKAGE & PLUMBING
DRAWINGS.
AF
7"
1' - 4"
1' - 2 3/4"
12' - 8 1/2"
TOP OF PARAPET
A537
5 Sim
CONTINUOUS AIR AND
MOISTURE BARRIER.
A611
1
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
5" VS-1 SYSTEM
VERTICAL MULLION.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
1" INSULATED GLAZING UNIT
WITH LOW-E COATING ON TWO
SURFACES, AND AN INTEGRAL
PV INNER LAYER.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINUOUS 2" WOOD
BLOCKING.
EDGE CHANNEL.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL PANEL.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
GYPSUM CEILING ON
SUSPENSION SYSTEM.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
A537
7
AF
1 1/2"1 1/4"
3 5/8"
1' - 2 3/4"
1' - 0"
7"
1' - 4"
SOILS LANDSCAPING & ASSOCIATED
SUB SURFACE MATERIAL -
COORDINATE W/ FINAL FINISHED
FLOOR ELEVATION
CONTINUOUS PERIMETER DRAIN
SYSTEM - COORDINATE W/ FUTURE
BID PACKAGE & PLUMBING
DRAWINGS.
BATT INSULATION - PER
STUD THICKNESS.
12' - 8 1/2"
TOP OF PARAPET
A537
5 Sim
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
5" VS-1 SYSTEM
VERTICAL MULLION.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
1/4" ISOLATION MATERIAL.
1" INSULATED GLAZING UNIT
WITH LOW-E COATING ON TWO
SURFACES, AND AN INTEGRAL
PV INNER LAYER.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINUOUS 2"
WOOD BLOCKING.
EDGE CHANNEL.
5/8" PLYWOOD SHEATHING.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL PANEL.
TREATED WOOD BLOCKING.
15
'
-
5
1
/
2
"
16
'
-
1
1
"
1'
-
5
1
/
2
"
A534
5
A534
4
AFAG
7"
1' - 3"
1' - 4"
8 3/4"
1' - 0"
A537
7 Sim
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
SOILS LANDSCAPING & ASSOCIATED
SUB SURFACE MATERIAL - REFERENCE
FUTURE BID PACKAGE - COORDINATE
W/ FINAL FINISHED FLOOR ELEVATION
CONTINUOUS PERIMETER DRAIN
SYSTEM - COORDINATE W/ FUTURE
BID PACKAGE & PLUMBING
DRAWINGS.
TOP OF PARAPET
18' - 2"
12' - 8 1/2"
TOP OF PARAPET
2'
-
0
"
A537
5 Sim
CONTINUOUS AIR AND MOISTURE BARRIER.
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
PREFINISHED METAL
GRAVEL STOP.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CUT LIMESTONE
VENEER PANELS.
1 1/2" AIR SPACE MIN.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED METAL
STUD FRAMING.
GYPSUM BOARD FINISH.
STAINLESS STEEL
THRU-WALL FLASHING.
GROUT SOLID UNDER
FLASHING.
CONTINUOUS VAPOR BARRIER.
CONTINUOUS AIR AND
MOISTURE BARRIER. .
STAINLESS STEEL
STRAP ANCHORS .
BATT INSULATION - PER STUD
THICKNESS.
CONTINUOUS 1"
MORTER NET.
WEEP VENTS TYPICAL
AT EACH VERTICAL
JOINT .
WEEP VENTS TYPICAL
AT EACH VERTICAL
JOINT .
A533
8
CE
1' - 8"
6 3/4"
A534
8
GREAT HALL ROOF
11' - 6"
ALUMINUM
COMPOSITE
PANEL SYSTEM.
2" CONTINUOUS
RIGID INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
5/8" PLYWOOD
SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF
PROTECTION
BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID
INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM
STOREFRONT
WINDOW SYSTEM.
GYPSUM BOARD FINISH.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
6" METAL STUD FRAMING.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL PANEL WITH TERMINATION BAR.
6" MINIMUM RIGID INSULATION.
A533
6
A533
7
CE
2' - 5".
3' - 4".
BATT INSULATION - PER
STUD THICKNESS.
22' - 8 1/2"
TOP OF PARAPET
VE
R
I
F
Y
W
/
R
O
O
F
S
L
O
P
E
1'
-
1
0
+
.
---
-
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
8"
A534
3
A534
2
9'
-
0
"
A1.1
1' - 0".
5 1/4"
1 1/2" AIR SPACE MIN.
GYPSUM BOARD FINISH.
STAINLESS STEEL
THRU-WALL FLASHING. GROUT
SOLID UNDER FLASHING.
CONTINUOUS VAPOR BARRIER.
WALL TIES
BATT INSULATION - PER STUD
THICKNESS.
WEEP VENTS TYPICAL
AT EACH VERTICAL
JOINT .
ROOF PROTECTION BOARD.
FULLY ADHERED
MEMBRANE ROOF.
TERMINATE
MEMBRANE UNDER
METAL PANEL WITH
TERMINATION BAR.
6" MINIMUM RIGID INSULATION.
2" CONTINUOUS
RIGID INSULATION.
METAL FLASHING
WITH DRIP EDGE
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL FLASHING.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
6" COLD-FORMED METAL
STUD FRAMING.
STAINLESS STEEL
STRAP ANCHORS .
CUT LIMESTONE
VENEER PANELS
18' - 2"
TOP OF PARAPET
GYPSUM CEILING ON
SUSPENSION SYSTEM
CONTINUOUS AIR AND
MOISTURE BARRIER.
A612
18
3
A534
7
A534
6
AG
3 1/2".
10"
18' - 2"
TOP OF PARAPET
0"
FIRST LEVEL
FLOOR
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL FLASHING.
6" MINIMUM RIGID INSULATION.
STAINLESS STEEL THRU-WALL FLASHING.
GROUT SOLID UNDER FLASHING.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL FLASHING.
6" MINIMUM RIGID
INSULATION.
2" CONTINUOUS
RIGID INSULATION.
METAL FLASHING
WITH DRIP EDGE
5/8" PLYWOOD SHEATHING.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
STEEL FRAMING.
REFERENCE
STRUCTURAL DRAWINGS.
BATT INSULATION - PER STUD THICKNESS
BATT INSULATION -
PER STUD THICKNESS
CUT LIMESTONE VENEER BEYOND
PRE-FINISHED DRAINABLE LOUVER
CUT LIMESTONE VENEER
PANELS
STAINLESS STEEL
STRAP ANCHORS
8"
M
I
N
6" METAL STUD FRAMING
AT 16" o.c.3 5/8" METAL FRAMING
AT 16" o.c.
GYPSUM BOARD FINISH
GYPSUM BOARD FINISH
GYPSUM CEILING ON
SUSPENSION SYSTEM
2'
-
0
"
A612
18 Sim
3
A1.9
7 3/8"5 5/8"
CUT LIMESTONE VENEER
PANELS
STAINLESS STEEL STRAP
ANCHORS
STEEL FRAMING.
REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING.
REFERENCE
STRUCTURAL DRAWINGS
METAL DECK.
REFERENCE
STRUCTURAL DRAWINGS
RIGID INSULATION
ROOF PROTECTION
BOARD
FULLY ADHEARED
MEMBRANE ROOF
GYPSUM CEILING ON
SUSPENSION SYSTEM
GYPSUM CEILING ON
SUSPENSION SYSTEM
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
0
:
5
9
:
5
4
A
M
C:
\
U
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r
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\
T
A
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\
D
o
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e
n
t
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\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
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n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A516
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A516
1 WALL SECTION - COURTYARD DOOR
1/2" = 1'-0"A516
2 WALL SECTION - GREAT HALL
1/2" = 1'-0"A516
5 WALL SECTION - MAIN ENTRY
1/2" = 1'-0"A516
3 WALL SECTION - LIBRARY
1/2" = 1'-0"A516
4 WALL SECTION - LIBRARY ENTRY STAIR
1/2" = 1'-0"A516
6 WALL SECTION - MAIN ENTRY LIMESTONE
1/2" = 1'-0"A516
8 WALL SECTION - MAIN ENTRY
1/2" = 1'-0"A516
7 WALL SECTION - MAIN ENTRY OPENING HEAD
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
3
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
GREAT HALL ROOF
11' - 6"
BRICK VENEER.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
LIBRARY EAST
ROOF STEP 14
11' - 6"
A531
4
1' - 10 1/2"
8 5/8"
B1
1' - 10 1/2"
8 1/2".
26' - 6"
TOP OF PARAPET
BRICK VENEER.
A530
7 Sim
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
5/8" PLYWOOD SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
BRICK VENEER.
ROWLOCK BRICK
COURSE.
THRU-WALL FLASHING.
GROUT FULL BELOW
FLASHING.
6" COLD-FORMED
METAL STUD FRAMING.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
FOUNDATION.
REFERENCE STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1/4" ISOLATION MATERIAL.
CONTINUOUS VAPOR BARRIER.
BATT INSULATION - PER STUD THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
ALUMINUM STOREFRONT
SYSTEM.
ALUMINUM SUNSHADE.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
A531
7
A531
9 1' - 7 3/4"
B1
A537
2 Sim
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
8 1/2".
26' - 6"
TOP OF PARAPET
3'
-
3
"
.
2" CONTINUOUS
RIGID INSULATION.
1 1/2" AIR SPACE MIN.
5/8" PLYWOOD SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS AIR AND
MOISTURE BARRIER.
A536
1 Sim2
BATT INSULATION PER
STUD THICKNESS
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
VAPOR BARRIER - TYP.
AT EXTERIOR WALLS
1" AIR SPACE
3
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION AND FOOTING.
REFERENCE STRUCTURAL DRAWINGS.
1" RIGID INSULATION.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
CAST-IN-PLACE CONCRETE
SLAB OVER METAL DECK.
REFERENCE STRUCTURAL DRAWINGS.
ALUMINUM CURTAIN
WALL
SYSTEM. OR STORE
FRONT?
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
SUSPENDED ACOUSITCAL
CEILING SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
ALUMINUM CURTAIN WALL
SYSTEM OR STORE FRONT
SYSTEM.
3 5/8" METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD FINISH.
A531
3 Sim
A531
1
A532
7
1' - 6"
9"5"
3/4"
1' - 6 1/2"
7"
26' - 6"
TOP OF PARAPET
8
3
/
4
"
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
1'
-
0
1
/
4
"
A531
6
A531
5
1' 7 3/4".
1' - 2 1/2"
B1
A542
5 Sim
8 3/4".
5 7/8" +-
26' - 6"
TOP OF PARAPET
2'
-
2
3
/
8
"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
0
:
0
7
A
M
C:
\
U
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T
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4
5
2
2
-
0
0
7
_
L
i
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r
t
y
F
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d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A517
LI
B
E
R
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Y
F
U
N
D
H
E
A
D
Q
U
A
R
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E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A517
1 WALL SECTION - GREAT HALL STAIR
1/2" = 1'-0"A517
2 WALL SECTION - GREAT HALL OFFICE
1/2" = 1'-0"A517
4 WALL SECTION - OFFICE/CEDAR SCREEN
1/2" = 1'-0"A517
3 WALL SECTION - GREAT HALL
NO.DESCRIPTIONDATE
2Addendum #207/20/2015
3Bid Package #3Date 3
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
A537
6
5" VS-1 SYSTEM
VERTICAL MULLION.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1" INSULATED LOW
'E' GLAZING UNIT.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINOUS 2"
WOOD BLOCKING.
EDGE CHANNEL.
5/8" PLYWOOD SHEATHING.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF PROTECTION
BOARD.
FULLY ADHERED MEMBRANE
ROOF. TERMINATE MEMBRANE
UNDER GRAVEL STOP.
6" MINIMUM RIGID
INSULATION.
TREATED WOOD BLOCKING.
GYPSUM CEILING ON
SUSPENSION SYSTEM.
A537
5
GRADE LINE - SLOPED DOWN
FROM PAVER SYSTEM
COMPACTED GRANULAR FILL
CONTINUOUS PERIMETER DRAIN
SYSTEM - COORDINATE WITH
FUTURE BID PACKAGE AND
PLUMBING DRAWINGS.
LINE OF PAVERS BEYOND
1' - 6"
9"
A537
2 Sim
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS BLIND
SIDE MEMBRANE
WATER PROOFING
ASSEMBLY
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
12' - 8 1/2"
TOP OF PARAPET
CONTINUOUS AIR AND
MOISTURE BARRIER.
BATT INSULATION PER
STUD THICKNESS
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
VAPOR BARRIER - TYP.
AT EXTERIOR WALLS
1" AIR SPACE 3
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
A535
9
A535
8
A536
1
D5
A537
2 Sim
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
11"
18' - 2"
TOP OF PARAPET
1 1/2" AIR SPACE MIN.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED METAL
STUD FRAMING.
GYPSUM BOARD FINISH.
CONTINUOUS VAPOR BARRIER.
CONTINUOUS AIR AND
MOISTURE BARRIER.
BATT INSULATION - PER STUD
THICKNESS.
CEILING LINE
BATT INSULATION PER
STUD THICKNESS
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
VAPOR BARRIER - TYP.
AT EXTERIOR WALLS
1" AIR SPACE 3
RESILIENT ACOUSTIC
CHANNEL W/ 5/8"
GYPSUM BOARD - DO
NOT ATTACH GYPSUM
BOARD BACK TO STEEL
STUD FRAMING.
CONTINUOUS MINERAL
FIBER BOARD BETWEEN
RESILIENT ACOUSTIC
CHANNELS
3
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
A530
2 Sim
A532
4 Sim
4"
1' - 1 3/4"
5"
7"
A533
6 Sim
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS BLIND
SIDE MEMBRANE
WATER PROOFING
ASSEMBLY
FOUNDATION DRAIN -
REFERENCE CIVIL
DRAWINGS AND
SPECIFICATIONS.
COORDINATE W/
GEOTECHNICAL ENGINEER
AND WATERPROOFING
ASSMEBLY
12' - 8 1/2"
TOP OF PARAPET
GYPSUM BOARD FINISH.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINOUS 2"
WOOD BLOCKING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL PANEL.
6" MINIMUM RIGID INSULATION.
SUSPENDED CEILING SYSTEM
ALUMINUM STOREFRONT
5/8" PLYWOOD
SHEATHING
CONTINUOUS AIR AND
MOISTURE BARRIER.
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
A532
4
A530
2 Sim
5"
11
"
C2
9"4"
A537
2 Sim
CAST-IN-PLACE CONCRETE
FOUNDATION.
REFERENCE STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
FOUNDATION DRAIN -
REFERENCE CIVIL
DRAWINGS AND
SPECIFICATIONS.
COORDINATE W/
GEOTECHNICAL ENGINEER
AND WATERPROOFING
ASSMEBLY
12' - 8 1/2"
TOP OF PARAPET
GYPSUM BOARD FINISH.
2" CONTINUOUS
RIGID INSULATION.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM.
CONTINOUS 2"
WOOD BLOCKING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
METAL PANEL.
6" MINIMUM RIGID INSULATION.
SUSPENDED CEILING SYSTEM
ALUMINUM STOREFRONT
CEDAR SCREEN
SEE LIBRARY FOR
ADDITIONAL
INFORMATION
5/8" PLYWOOD
SHEATHING
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
HOSPITALITY -
UPPER ROOF
LEVEL
16' - 0"
A536
3
A536
2
DA2' - 0"
10"
2' - 0"
7"7"
18' - 2"
TOP OF PARAPET
1 1/2" AIR SPACE MIN.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED METAL
STUD FRAMING.
GYPSUM BOARD FINISH.
CONTINUOUS VAPOR BARRIER.
CONTINOUS AIR AND
MOISTURE BARRIER.
BATT INSULATION - PER STUD
THICKNESS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
BRICK VENEER.
3 5/8" METAL STUD FRAMING AT 16" o.c. (MIN)
A530
6 Sim
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
4"
1"
1' - 2"
5"9"
C1 D4.7
9"
1' - 6"
12' - 8 1/2"
TOP OF PARAPET
1' - 6"
A532
1 Sim
A530
2 Sim
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
A530
2 Sim
A532
3 Sim
4"
1' - 2"
5"9"
C1 D4.7
9"
1' - 6"
1' - 6"
12' - 8 1/2"
TOP OF PARAPET
A532
2 Sim
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
CG
9"4"
1' - 6"
9"5"
1' - 6"
12' - 8 1/2"
TOP OF PARAPET
A532
1 Sim
A530
2 Sim
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
0
:
2
9
A
M
C:
\
U
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r
s
\
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A
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l
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\
D
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t
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\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A518
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A518
3 GREAT HALL AT BASMENT/ COURTYARD
1/2" = 1'-0"A518
4 GOODRICH AT BASEMENT
1/2" = 1'-0"A518
2 EXECUTIVE OFFICE AT AREAWAY
1/2" = 1'-0"A518
1 AREAWAY
1/2" = 1'-0"A518
5 GOODRICH AT FOUNDATION
1/2" = 1'-0"A518
6 EXECUTIVE OFFICE FULL STOREFRONT
1/2" = 1'-0"A518
7 EXECUTIVE OFFICE PARTIAL STOREFRONT
1/2" = 1'-0"A518
8 EXECUTIVE OFFICE WALL TRANSITION
VARIES -
REFERENCE
STRUCTURAL
DRAWINGS.
VARIES - REFERENCE
STRUCTURAL
DRAWINGS.
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
GREAT HALL ROOF
11' - 6"
1"
A532
5
A530
2 Sim
1"
1 1/4"
5"9"
CJ
9"4"
1' - 6"
A537
2 Sim CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS BLIND
SIDE MEMBRANE
WATER PROOFING
ASSEMBLY
12' - 8 1/2"
TOP OF PARAPET
BATT INSULATION PER
STUD THICKNESS
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
VAPOR BARRIER - TYP.
AT EXTERIOR WALLS
1" AIR SPACE
4"
15
'
-
5
1
/
2
"
1' - 2"
16
'
-
1
1
"
A535
13
4"
6"
7"
18' - 2"
0"
TOP OF PARAPET
FIRST FLOOR
LEVEL
3 5/8"
A535
12
A3
18' - 2"
TOP OF PARAPET
5' - 7 7/8"5' - 7 7/8"
4' - 10 5/8"4' - 10 5/8"
3/
8
"
4"
1/
2
"
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
8' - 4"
8'
-
2
"
4"
8' - 3 5/8"
A518
2 Sim
5"
CA CB CC
2'
-
6
1
/
4
"
A537
2 Sim
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
PRE-FINISHED DRAINABLE
LOUVER ASSEMBLY
PRE-FINISHED DRAINABLE
LOUVER ASSEMBLY
GALVANIZED GRATE
ASSEMBLY - REFERENCE
STRUCTURAL DRAWINGS.
FOUNDATION DRAIN -
REFERENCE CIVIL
DRAWINGS AND
SPECIFICATIONS.
COORDINATE W/
GEOTECHNICAL ENGINEER
AND WATERPROOFING
ASSMEBLY
CAST IN PLACE CONCRETE
FOOTING. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
WATERPROOFING
MEMBRANE SYSTEM WITH
DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
FOUNDATION DRAIN -
REFERENCE CIVIL DRAWINGS
AND SPECIFICATIONS.
COORDINATE W/
GEOTECHNICAL ENGINEER AND
WATERPROOFING ASSMEBLY
5'
-
1
1
3
/
4
"
1' - 6 1/2"
3' - 1".
A538
8 Sim
3
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
0
:
4
7
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
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m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A519
LI
B
E
R
T
Y
F
U
N
D
H
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A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A519
1 EXECUTIVE OFFICE BASEMENT
1/2" = 1'-0"A519
2 ADJACENT TO MAIN ENTRY AT CURTAIN WALL
3/4" = 1'-0"A519
3 SECTION THRU MAIN ENTRY
1/2" = 1'-0"A519
4 AREAWAY - LONGITUDINAL
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE STRUCTURAL
DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
TREATED WOOD BLOCKING.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
PREFINISHED METAL
GRAVEL STOP
STAINLESS STEEL
WATER JET CUT HEAVY
GAUGE METAL FABRIC
SCREEN. REFERENCE
ELEVATIONS FOR MORE
INFORMATION.
CUT LIMESTONE SILL
WITH WASH.
CONTINUOUS BACKER ROD
AND SEALANT.
CUT LIMESTONE VENEER.
STAINLESS STEEL
MOUNTING BRACKET.
REFERENCE STRUCTURAL
DRAWINGS.
2" CONTINUOUS RIGID
INSULATION.
5/8" PLYWOOD SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CAST IN PLACE CONCRETE
WALL. REFERENCE
STRUCTURAL DRAWINGS.
2 1/2" METAL STUD FRAMING.
GYPSUM BOARD FINISH AT SILL.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
STEEL IMBED PLATE. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION WALL. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
2" CONTINUOUS R-10
MINIMUM RIGID
INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
A537
4
A533
4 Sim
A533
1
2'
-
4
"
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
1" CONTINUOUS R-10
MINIMUM RIGID INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
1" CONTINUOUS R-10
MINIMUM RIGID INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CA
CAST IN PLACE CONCRETE
FOUNDATION/ AREA WAY WALL. -
BEYOND - REFERENCE
STRUCTURAL DRAWINGS
4' - 3 3/8"
3' - 4 3/8"
33' - 0"
TOP OF PARAPET
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
PREFINISHED METAL
GRAVEL STOP.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE STRUCTURAL
DRAWINGS.
CUT LIMESTONE
VENEER PANELS.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED METAL
FRAMING.
GYPSUM BOARD FINISH.
CONTINUOUS VAPOR BARRIER.
CONTINUOUS AIR AND
MOISTURE BARRIER.
BATT INSULATION - PER
STUD THICKNESS.
CONTINUOUS 1"
MORTER NET.
WEEP VENTS TYPICAL
AT EACH VERTICAL
JOINT .
6" COLD-FORMED METAL
FRAMING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
C5.1
10 1/4"A534
3 Sim
A534
9
A531
5 Sim
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
PREFINISHED METAL
GRAVEL STOP.
CAST-IN-PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CUT LIMESTONE
VENEER.
1 1/2" AIR SPACE MIN.
2" CONTINUOUS
RIGID INSULATION.
5/8" PLYWOOD SHEATHING.
6" COLD-FORMED METAL
STUD FRAMING AND
BOXED HEADER.
GYPSUM BOARD FINISH.
STAINLESS STEEL
THRU-WALL FLASHING.
GROUT SOLID UNDER
FLASHING.
CONTINUOUS VAPOR BARRIER.
CONTINUOUS AIR AND
MOISTURE BARRIER.
WALL TIES BATT INSULATION - PER
STUD THICKNESS.
CONTINUOUS 1"
MORTER NET.
WEEP VENTS TYPICAL
AT EACH VERTICAL
JOINT .
WEEP VENTS TYPICAL
AT EACH VERTICAL
JOINT .
CE
1' - 8"
6 3/4"
A538
6
A538
7
2'
-
8
3
/
4
"
A534
8 Sim
A612
18 Sim
3
1ST FLOOR LEVEL
0"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
C7.9
A534
3 Sim
A533
8 Sim
4" CMU W/ SOAP BLOCK
LIMESTONE VENEER
5/8" PLYWOOD
SHEATHING.
CONTINUOUS VAPOR
BARRIER
BRACE WALL
CONSTRUCTION TO
BUILDING STRUCTURE
AS REQUIRED FOR
STRUCTURAL INTEGRITY
OF ASSEMBLY.
BATT INSULATION - PER
STUD THICKNESS
5/8" PLYWOOD
SHEATHING.
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
CONTINUOUS MORTAR
NET
WEEP VENTS TYPICAL
AT EACH VERTICAL
JOINT.
PREFINISHED METAL
GRAVEL STOP
TREATED WOOD
BLOCKING
FULLY ADHERED
MEMBRANE ROOF
TERMINATE MEMBRANE
UNDER GRAVEL STOP
ROOF PROTECTION
BOARD
METAL STUD FRAMING -
BRACE LATERALLY
BACK TO BUILDING
STRUCTURE AS
REQUIRED FOR
STRUCTURAL INTEGRITY
STEEL FRAMING -
REFERENCE
STRUCTURAL
DRAWINGS
CAST IN PLACE
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS
CAST IN PLACE
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS
BATT INSULATION - PER
STUD THICKNESS
STEEL FRAMING -
REFERENCE
STRUCTURAL
DRAWINGS
CAST IN PLACE
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS
CONTINUOUS VAPOR
BARRIER
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
0
:
5
9
A
M
C:
\
U
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e
r
s
\
T
A
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l
e
n
\
D
o
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u
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t
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\
4
5
2
2
-
0
0
7
_
L
i
b
e
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t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A520
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
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E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A520
1 WS016 - THRU CORNER COLUMN AT LIBRARY
1/2" = 1'-0"A520
2 WALL SECTION - LIBRARY
1/2" = 1'-0"A520
3 WALL SECTION - LIBRARY
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1/2" = 1'-0"A520
4 WALL SECTION - LIBRARY LIMESTONE NORTH/SOUTH
3
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
11 7/8"
6"
3/
4
"
1'
-
1
0
1
/
2
"
3/
4
"
6"
A538
1
A538
2
A538
3
CC
3' - 4 3/8"
4' - 3 3/8"
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
PREFINISHED METAL
GRAVEL STOP
2" CONTINUOUS RIGID
INSULATION.
5/8" TREATED PLYWOOD
SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS VAPOR
BARRIER.
ALUMINUM COMPOSITE METAL
PANEL SYSTEM.
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
5/8" TREATED PLYWOOD SHEATHING.
CUT LIMESTONE VENEER.
5/8" PLYWOOD SHEATHING.
CUT LIMESTONE VENEER.
6" METAL STUD FRAMING.
3 5/8" METAL STUD FRAMING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS AIR AND
MOISTURE BARRIER.
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
CC
LIBRARY ROOF
31' - 6"
A538
1 Sim
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
PREFINISHED METAL
GRAVEL STOP
2" CONTINUOUS RIGID
INSULATION.
5/8" TREATED PLYWOOD
SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS VAPOR
BARRIER.
ALUMINUM COMPOSITE METAL
PANEL SYSTEM.
VS-1 GLAZING SYSTEM ON
STRUCTURAL STEEL TUBE MULLIONS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
5/8" TREATED PLYWOOD SHEATHING.
CUT LIMESTONE VENEER.
5/8" PLYWOOD SHEATHING.
CUT LIMESTONE VENEER.
6" METAL STUD FRAMING.
3 5/8" METAL STUD FRAMING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
A539
2
A538
3 Sim
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
24' - 4"
CC
A538
1 Sim
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
PREFINISHED METAL
GRAVEL STOP
2" CONTINUOUS RIGID
INSULATION.
5/8" TREATED PLYWOOD
SHEATHING.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS VAPOR
BARRIER.
STRUCTURAL STEEL COLUMN.
REFERENCE STRUCTURAL
DRAWINGS.
VS-1 GLAZING SYSTEM
ON STRUCTURAL STEEL
TUBE MULLIONS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF SYSTEM.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED..
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
5/8" TREATED PLYWOOD SHEATHING.
ALUMINUM COMPOSITE METAL
PANEL SYSTEM.
6" METAL STUD FRAMING.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
A539
2 Sim
A539
3
CONTINUOUS AIR AND
MOISTURE BARRIER.
7
3
/
4
"
3/
4
"
11
1
/
4
"
3/
4
"
2'
-
7
1
/
2
"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
1
:
0
9
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
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u
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e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
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A521
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
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A
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T
E
R
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CA
R
M
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L
,
I
N
D
I
A
N
A
WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1" = 1'-0"A521
1 WALL SECTION
1" = 1'-0"A521
2 WALL SECTION
1" = 1'-0"A521
3 WALL SECTION
NO.DESCRIPTIONDATE
1'
-
0
"
3"3"
3'
-
3
"
.
3'
-
0
"
.
2'
-
0
"
8"
M
I
N
4"
1' - 0 1/4"
5/
8
"
CONTINUOUS PRE-FINISHED
METAL GRAVEL STOP W/ DRIP
CONTINUOUS PRE-FINISHED METAL
GUTTER AND DOWNSPOUT
SPLASH BLOCK
2X TREATED WOOD BLOCKING
AND SHIMS.
CONTINUOUS PROTECTION
BOARD
CONTINUOUS MEMBRANE
FLASHING - WRAP AS REQUIRED
FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS FULLY ADHERED
ROOF MEMBRANE - WRAP OVER
WALL AS REQUIRED FOR WATER
TIGHT CONSTRUCTION.
PRE-FINISHED DRAINABLE
LOUVER ASSEMBLY
CONTINUOUS PRE FINISHED
METAL SILL FLASHING.
CONTINUOUS PRE FINISHED
METAL COUNTER FLASHING
SILL.
CONTINUOUS TERMINATION BAR
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE
ROOF
ROOF PROTECTION BOARD
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
6" COLD FORMED METAL STUD
FRAMING
BATT INSULATION - PER STUD
THICKNESS
2X TREATED WOOD BLOCKING AS
REQUIRED.
PRE-FINISHED DECORATIVE
CONTINUOUS HORIZONTAL LOUVER.
BUILDING STRUCTURE.
REFERENCE STRUCTURAL
DRAWINGS. - BUILD AROUND AS
REQUIRED TO FORM PENTHOUSE
ASSEMBLY
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
2X TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED.
PRE FINISHED METAL FLASHING
AND COUNTER FLASHING
BB
CONTINUOUS AIR - MOISTURE
BARRIER
PRE-FINISHED HORIZONTAL
LOUVER FRAME AND
ATTACHMENTS - AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
LOUVER ASSEMBLY.
5/8" PAINTED GYPSUM BOARD
1' - 0 1/4"
9' - 5"
1'- 0 1/4".
B1.6
8"
M
I
N
CONTINUOUS PRE-FINISHED
METAL GRAVEL STOP W/ DRIP
2X TREATED WOOD BLOCKING
AND SHIMS.
CONTINUOUS PROTECTION
BOARD
CONTINUOUS MEMBRANE
FLASHING - WRAP AS REQUIRED
FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS FULLY ADHERED
ROOF MEMBRANE - WRAP OVER
WALL AS REQUIRED FOR WATER
TIGHT CONSTRUCTION.
FULLY ADHERED MEMBRANE
ROOF
ROOF PROTECTION BOARD
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
6" COLD FORMED METAL STUD
FRAMING
BATT INSULATION - PER STUD
THICKNESS
PRE-FINISHED DECORATIVE
CONTINUOUS HORIZONTAL LOUVER.
BUILDING STRUCTURE.
REFERENCE STRUCTURAL
DRAWINGS. - BUILD AROUND AS
REQUIRED TO FORM PENTHOUSE
ASSEMBLY
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
2X TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED.
CONTINUOUS AIR - MOISTURE
BARRIER
PRE-FINISHED HORIZONTAL
LOUVER FRAME AND
ATTACHMENTS - AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
LOUVER ASSEMBLY.
CONTINUOUS TERMINATION BAR
CONTINUOUS PRE-FINISHED
METAL COUNTER FLASHING W/
DRIP.
CONTINUOUS PRE-FINISHED
METAL COUNTER FLASHING W/
DRIP.
PRE FINISHED METAL PANEL
ASSEMBLY.
METAL BUILDING STRUCTURE -
REFERENCE STRUCTURAL DRAWINGS.
TREATED WOOD FURRING AND
SHIMS AS REQUIRED.
5 1/2"
9' - 10 1/2"
3'
-
5
1
/
4
"
5 1/2"9' - 5"
8' - 4"
3'
-
6
3
/
4
"
B1.6
CONTINUOUS PRE-FINISHED
METAL GRAVEL STOP W/ DRIP
2X TREATED WOOD BLOCKING
AND SHIMS.
CONTINUOUS PROTECTION
BOARD
CONTINUOUS MEMBRANE
FLASHING - WRAP AS REQUIRED
FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS FULLY ADHERED
ROOF MEMBRANE - WRAP OVER
WALL AS REQUIRED FOR WATER
TIGHT CONSTRUCTION.
2" RIGID INSULATION
CONTINUOUS TERMINATION BAR
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE
ROOF
ROOF PROTECTION BOARD
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS PRE-FINISHED
METAL COUNTER FLASHING W/
DRIP.
CONTINUOUS PRE-FINISHED
METAL FLASHING W/ DRIP.
PRE-FINISHED METAL PANEL
ASSEMBLY
"Z" FURRING AS REQUIRED
CONTINUOUS AIR/ MOISTURE
BARRIER
PRE-FINISHED DECORATIVE
CONTINUOUS HORIZONTAL LOUVER.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
HOIST BEAM - COORDINATE W/
STRUCTURAL AND ELEVATOR MFGR
PRIOR TO INSTALLATION.
PRE-FINISHED HORIZONTAL
LOUVER FRAME AND
ATTACHMENTS - AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
LOUVER ASSEMBLY.
AG
CONTINUOUS PRE-FINISHED
METAL GRAVEL STOP W/ DRIP
CONTINUOUS PRE-FINISHED METAL
GUTTER AND DOWNSPOUT
2X TREATED WOOD BLOCKING
AND SHIMS.
CONTINUOUS PROTECTION
BOARD
CONTINUOUS MEMBRANE
FLASHING - WRAP AS REQUIRED
FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS FULLY ADHERED
ROOF MEMBRANE - WRAP OVER
WALL AS REQUIRED FOR WATER
TIGHT CONSTRUCTION.
PRE-FINISHED DRAINABLE
LOUVER ASSEMBLY
2" RIGID INSULATION
SPLASH BLOCK
CONTINUOUS TERMINATION BAR
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE
ROOF
ROOF PROTECTION BOARD
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS PRE-FINISHED
METAL COUNTER FLASHING W/
DRIP.
CONTINUOUS PRE-FINISHED
METAL FLASHING W/ DRIP.
PRE-FINISHED METAL PANEL
ASSEMBLY
"Z" FURRING AS REQUIRED
CONTINUOUS AIR/ MOISTURE
BARRIER
PRE-FINISHED DECORATIVE
CONTINUOUS HORIZONTAL LOUVER.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS RIGID INSULATION
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
1' - 0 1/4"
HOIST BEAM - COORDINATE W/
STRUCTURAL AND ELEVATOR MFGR
PRIOR TO INSTALLATION.
PRE-FINISHED HORIZONTAL
LOUVER FRAME AND
ATTACHMENTS - AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
LOUVER ASSEMBLY.
C
O
O
R
D
I
N
A
T
E
W
/
E
L
E
V
A
T
O
R
M
F
G
R
4
3
/
4
"
B1.6
8' - 0"
1'
-
0
"
4' - 0"4' - 0"
5 1/2"
2
A522
4
A522
6
A522
5' - 5"
9' - 5"
3
A522
Sim
5
A522
Sim
6' - 1"
CL
CLB1
BB
BC
AF
AG
AE.5
0"
17
A612
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
1
:
2
0
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C
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_
L
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0
7
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9
2
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LI
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F
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WALL SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1" = 1'-0"A522
2 SECTION - INTAKE
1" = 1'-0"A522
4 SECTION - INTAKE 2
1" = 1'-0"A522
5 ELEVATOR 01 SECTION 1
1" = 1'-0"A522
3 ELEVATOR 01 SECTION 2
1" = 1'-0"A522
6 ELEVATOR INTAKE BETWEEN SECTION
1/8" = 1'-0"A522
1 ENLARGED PLAN - ROOF PLAN
DN
DN
NO.DESCRIPTIONDATE
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
CONTINOUS TREATED
WOOD BLOCKING.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD BLOCKING.
CEDAR SCREEN HINGE
HINGE MOUNTING KNIFE
PLATE - BEYOND
CONTINUOUS THRU WALL
PRE FINISHED HEAD FLASHING.
TREATED WOOD
BLOCKING
CONTINUOUS SEALANT
AND BACKER ROD
5/8" GYPSUM BOARD
METAL STRAPING TO
BUILDING STRUCTURE AS
REQUIRED FOR STRUCTURAL
INTEGRITY OF STOREFRONT.
TREATED WOOD SHIMS
CONTINUOUS SEALANT
AND BACKER ROD
4"
BATT INSULATION - PER
STUD THICKNESS
BENT PLATE OR ANGLE - REFERENCE
STRUCTURAL DRAWINGS
4" METAL STUD FRAMING
CONTINUOUS SEALANT
PRE FINISHED METAL CAP
TRIM/ FLASHING
POWDER COATED METAL CEDAR
SCREEN FRAME
THRU-WALL FLASHING - WRAP UP
WALL CONSTRUCTION AND OVER TOP
OF BLOCKING AND HEAD FLASHING
2" CONTINUOUS RIGID
INSULATION
1/
2
"
1 1/4"
1"CONTINUOUS AIR AND
MOISTURE BARRIER
ALUMINUM STOREFRONT
WINDOW SYSTEM.
1" INSULATED LOW "E" GLAZING
CEDAR
MEMBRANE FLASHING AND
COUNTER FLASHING AG.6
BATT INSULATION - PER STUD THICKNESS
2" CONTINUOUS
RIGID INSULATION.
OUTLINE OF FUTURE
FLOOR FINISH
2" CONTINUOUS RIGID
INSULATION
IMBEDED EDGE ANGLE W/
MOUNTING PLATE. REF
STRUCTURAL DRAWINGS
BRICK VENEER - COURSING
TO MATCH ADJACENT
ALUMINUM STOREFRONT
WINDOW SYSTEM.
CONTINUOUS VAPOR
BARRIER
COMPACTED FILL
CONCRETE FLOOR SLAB - REF.
STRUCTURAL DRAWINGS.
5"9"
1" INSULATED LOW "E" GLAZING
EXTENSION OF INSULATION
2' - 0".
1/4" ISOLATION MATERIALCONTINOUS TREATED
WOOD BLOCKING.
CEDAR SCREEN HINGE - BEYOND
PAINTED KNIFE PLATE BEYOND -
REFERENCE STRUCTURAL
DRAWINGS
TREATED WOOD SHIMS
CONTINUOUS SEALANT
PRE FINISHED METAL SILL
FLASHING
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
1" CONTINUOUS MINIMUM
RIGID INSULATION
CEDAR
CONTINUOUS STOREFRONT
DRAINAGE SILL PAN
2
1
/
2
"
5/8" PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD BLOCKING.
TREATED WOOD
BLOCKING/ SHIMS
CONTINUOUS SEALANT
AND BACKER ROD
5/8" GYPSUM BOARD
STEEL FRAMING TO BUILDING
STRUCTURE AS REQUIRED
FOR STRUCTURAL INTEGRITY
OF CURTAINWALL.
BATT INSULATION - PER STUD
THICKNESS
BENT PLATE OR ANGLE AS REQUIRED
- REFERENCE STRUCTURAL
DRAWINGS
6" METAL STUD FRAMING
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
CONTINOUS TREATED
WOOD BLOCKING.
CONTINUOUS THRU WALL
PRE FINISHED HEAD FLASHING.
TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS SEALANT
AND BACKER ROD
CONTINUOUS SEALANT
PRE FINISHED METAL CAP
TRIM/ FLASHING
THRU-WALL FLASHING - WRAP
UP WALL CONSTRUCTION AND
OVER TOP OF BLOCKING AND
HEAD FLASHING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP
UNER GRAVEL STOP.
MEMBRANE FLASHING AND
COUNTER FLASHING
4"
1/
2
"
BATT INSULATION - PER STUD
THICKNESS
2 1/4"
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
1/
2
"
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
WEEP HOLES PER MANUFACTURE
RECOMMENDATIONS
CONTINUOUS TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS SEALANT
AND BACKER ROD
1" INSULATED LOW "E" GLAZING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
PRE FINISHED METAL
FLASHING
BATT INSULATION - PER STUD
THICKNESS
BRICK VENEER
STEEL FRAMING TO BUILDING
STRUCTURE AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
CURTAIN WALL.6" COLD FORMED METAL
STUD FRAMING
BATT INSULATION - PER STUD
THICKNESS
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CONTINUOUS SEALANT AND BACKER
ROD W/ WEEPS PER MANUFACTURE
RECOMMENDATIONS
5/8" IMPACT RESISTANT
GYPSUM BOARD
CONTINUOUS SEALANT
PAINTED STEEL STAIR
CONSTRUCTION - REFERENCE
STRUCTURAL AND STAIR DETAILS.
STEEL FRAMING - REFERENCE
BUILDING STRUCTURE
ALUMINUM CURTAIN WALL SYSTEM
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
BATT INSULATION - FILL CAVITY
WALL TIES
5 3/4"
2
1
/
2
"
.
1 1/2" AIR SPACE MIN.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD BLOCKING.
TREATED WOOD BLOCKING
CONTINUOUS SEALANT
AND BACKER ROD
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
6" COLD FORMED METAL STUD
FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP UP
AND OVER BLOCKING
MEMBRANE FLASHING AND
COUNTER FLASHING
PRE FINISHED METAL CAP
TRIM/
PRE FINISHED METAL WALL
VENT - BEYOND
5/8" TREATED PLYWOOD
SHEATHING
TREATED WOOD
BLOCKING/ SHIMS
BENT PLATE OR ANGLE -
REFERENCE STRUCTURAL
DRAWINGS.
STEEL FRAMING. REFERENCE
STRUCTURAL.
BRICK VENEER
3 5/8" METAL STUD FRAMING
@ 16" O.C. MIN - BRACE
LATERALLY TO DECK AS
REQUIRED FOR STRUCTURAL
INTEGRITY
6"
CONTINUOUS LAY-IN CEILING
GRID, SUSPENSION SYSTEM
AND PADS.
ALIGN W/ ADJACENT
WINDOW CLOSURE
WALL TIES
BD
BATT INSULATION - PER
STUD THICKNESS
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
1 1/2" AIR SPACE MIN.
8"
2" CONTINUOUS R-10 MINIMUM
RIGID INSULATION.2" CONTINUOUS RIGID
INSULATION
BRICK VENEER - COURSING
TO MATCH ADJACENT
CONTINUOUS VAPOR
BARRIER
COMPACTED FILL
CONCRETE FLOOR SLAB -
REF. STRUCTURAL
DRAWINGS.
CONTINUOUS MOTAR NET
CONTINUOUS THRU-WALL
FLASHING W/ WEEPS
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR
POSITIVE DRAINAGE THRU WEEP
HOLES
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP AS
REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES
CONTINUOUS AIR AND
MOISTURE BARRIER
6" COLD FORMED METAL
STUD FRAMING
BATT INSULATION - PER
STUD THICKNESS
5/8" GYPSUM BOARD
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
WALL TIES
1 1/2" AIR SPACE MIN.
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
CONTINUOUS TREATED 5/8"
PLYWOOD SHEATHING
BRICK VENEER
6"
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL.
CONTINUOUS SEALANT
AND BACKER ROD
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
6" COLD FORMED METAL STUD
FRAMING
STEEL FRAMING. REFERENCE
STRUCTURAL.
3 5/8" METAL STUD FRAMING
@ 16" O.C. MIN - BRACE
LATERALLY TO DECK AS
REQUIRED FOR STRUCTURAL
INTEGRITY
COMPOSITE CONCRETE
FLOOR SLAB - REFERENCE
STRUCTURAL DRAWINGS.
STEEL FRAMING. REFERENCE
STRUCTURAL.
CONTINUOUS LAY-IN CEILING
GRID, SUSPENSION SYSTEM AND
PADS.
ALIGN W/ ADJACENT WINDOW
CLOSURE
BD
BATT INSULATION - PER
STUD THICKNESS
WALL TIES
1 1/2" AIR SPACE MIN.
CONTINUOUS AIR AND
MOISTURE BARRIER
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
1
:
3
1
A
M
C:
\
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5
2
2
-
0
0
7
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L
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F
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-
C
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N
T
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_
T
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_
L
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CA
L
_
0
7
2
9
2
0
1
5
.
r
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A530
LI
B
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F
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D
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A
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A530
2 METAL PANEL/ CEDAR HEAD - 1
1 1/2" = 1'-0"A530
1 BRICK CEDAR SILL - 1
1 1/2" = 1'-0"A530
4 OFFICE STAIR HIGH
1 1/2" = 1'-0"A530
3 OFFICE STAIR LOW
1 1/2" = 1'-0"A530
7 BRICK AT OFFICE TOP
1 1/2" = 1'-0"A530
5 BRICK OFFICE - 1
1 1/2" = 1'-0"A530
6 BRICK AT OFFICE 2ND FLOOR
TYPICAL AT ALL SLAB
ON GRADE LOCATIONS
UNLESS NOTED
OTHERWISE
NO.DESCRIPTIONDATE
2
1
/
2
"
CONTINUOUS PRE FINISHED METAL SILL
FLASHING
REMOVABLE CEDAR PANEL
W/ 2X CONTINUOUS CEDAR
CLEETS
PROVIDE PAINTED METAL KNIFE CLIPS W/
TABS EXTENDING FROM BUILDING FOR
MOUNTING OF CEDAR CLEETS. CLIPS TO
EXTEND FROM JOINT LINE OF METAL PANEL.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
CONTINUOUS SEALANT AND BACKER
ROD
INSULATED GLAZING
CONTINUOUS 2" RIGID INSULATION.
5/8" GYPSUM BOARD
STORE FRONT ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
3 5/8" METAL STUD FRAMING @ 16"
O.C. MIN. - BRACE LATERALLY TO
DECK AS REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS LAY-IN CEILING GRID,
SUSPENSION SYSTEM AND PADS.
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME - EXTEND CEDAR
PANELS BELOW FRAME AS SHOWN
CONTINUOUS SEALANT AND BACKER ROD
TREATED WOOD BLOCKING AND SHIMS
STORE FRONT ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
CONTINUOUS SEALANT -
EACH SIDE
METAL STUD FRAMING - LATERAL
BRACING BACK TO BUILDING
STRUCTURE.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONCRETE SLAB - REFERENCE
STRUCTURAL DRAWINGS
3 5/8" METAL STUD FRAMING
TREATED WOOD BLOCKING
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CONTINOUS STOREFRONT
DRAINAGE SILL PAN
BATT INSULATION - PER STUD
THICKNESS
DOOR ASSEMBLY BELOW -
STOREFRONT AND DOOR ASSEMBLY
STAGGERED OUT TO ACCEPT CEDAR
MOUNTING TO DOOR.
1"
BATT INSULATION - FILL CAVITYCONTINUOUS AIR AND MOISTURE
BARRIER.
2"
4"
1/
2
"
CONTINUOUS PRE FINISHED
METAL CAP TRIM/ FLASHING
CONTINUOUS MEMBRANE FLASHING - WRAP
OVER TOP OF GRAVEL STOP REQUIRED FOR
WATER TIGHT CONSTRUCTION.
CONTINUOUS MEMBRANE FLASHING -
WRAP OVER TOP WALL AS REQUIRED
FOR WATER TIGHT CONSTRUCTION.
CONTINUOUS FULLY ADHERED ROOF
MEMBRANE - WRAP OVER TOP OF WALL
AS REQUIRED FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS PROTECTION BOARD
CONTINUOUS RIGID INSULATION.
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
CONTINUOUS SEALANT -
EACH SIDE
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
2X TREATED WOOD BLOCKING AND SHIMS -
SLOPE FOR POSITIVE DRAINAGE.
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP
UNER GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INTALL
ANCHOR AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
CONTINUOUS SEALANT AND BACKER
ROD
INSULATED GLAZING
CONTINUOUS 2" RIGID INSULATION.
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME.
CONTINUOUS TREATED WOOD
BLOCKING
METAL STUD FRAMING - LATERAL
BRACING BACK TO BUILDING
STRUCTURE.
1"
.
6"
5/8" GYPSUM BOARD
STORE FRONT ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
3 5/8" METAL STUD FRAMING @ 16"
O.C. MIN. - BRACE LATERALLY TO
DECK AS REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS LAY-IN CEILING GRID,
SUSPENSION SYSTEM AND PADS.
PAINTED KNIFE PLATE
BEYOND - REFERENCE
STRUCTURAL DRAWINGS
1/
2
"
.
CONTINUOUS PRE FINISHED METAL SILL
PROVIDE PAINTED METAL KNIFE
CLIPS W/ TABS EXTENDING FROM
BUILDING FOR MOUNTING OF CEDAR
CLEETS. CLIPS TO EXTEND FROM
JOINT LINE OF METAL PANEL.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
CONTINUOUS SEALANT AND BACKER
ROD
INSULATED GLAZING
CONTINUOUS 2" RIGID INSULATION.
5/8" GYPSUM BOARD
STORE FRONT ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
3 5/8" METAL STUD FRAMING @ 16"
O.C. MIN. - BRACE LATERALLY TO
DECK AS REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS LAY-IN CEILING GRID,
SUSPENSION SYSTEM AND PADS.
CEDAR SUN SCREEN SYSTEM AND ASSOCIATED
KYNAR COATED STEEL FRAME - EXTEND CEDAR
PANELS BELOW FRAME AS SHOWN
CONTINUOUS SEALANT AND BACKER ROD
TREATED WOOD BLOCKING AND SHIMS
STORE FRONT ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
CONTINUOUS SEALANT -
EACH SIDE
METAL STUD FRAMING - LATERAL
BRACING BACK TO BUILDING
STRUCTURE.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONCRETE SLAB - REFERENCE
STRUCTURAL DRAWINGS
TREATED WOOD BLOCKING
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CONTINOUS STOREFRONT
DRAINAGE SILL PAN
BATT INSULATION - PER STUD
THICKNESS
2
1
/
2
"
METAL STRAPPING AS
REQUIRED.
BATT INSULATION - FILL CAVITY
CONTINUOUS AIR AND MOISTURE
BARRIER
6"
CONTINUOUS PLATE PAN -
REFERENCE STRUCTURAL
DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
CONCRETE SLAB - REFERENCE
STRUCTURAL DRAWINGS
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
TREATED WOOD BLOCKING
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
BATT INSULATION - PER STUD
THICKNESS
TREATED WOOD BLOCKING AND SHIMS
3 5/8" METAL STUD FRAMING
2" RIGID INSULATION - 1" MIN THIS
LOCATION ONLY.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CONTINUOUS PRE FINISHED METAL SILL
FLASHING
CONTINUOUS SEALANT AND BACKER ROD
CONTINUOUS PRE FINISHED METAL
COUNTER FLASHING SILL
CONTINUOUS TERMINATION BAR
CONTINUOUS SEALANT
3/
8
"
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
METAL ANGLE - REFERENCE STRUCTURAL
DRAWINGS.
METAL DECK - REFERENCE STRUCTURAL
DRAWINGS
CONTINUOUS "V" REVEAL EXPANSION CONTROL
JOINT
3 5/8" METAL STUD FRAMING @ 16"
O.C. MIN. - BRACE LATERALLY TO
DECK AS REQUIRED FOR STRUCTURAL
INTEGRITY.
5/8" GYPSUM BOARD
CONTINUOUS GYPSUM CEILING ASSOCIATED
SUSPENSION SYSTEM AND LATERAL BRACING.
6" MINIMUM RIGID INSULATION - TAPER AS REQUIRED.
3 5/8" METAL STUD FRAMING
B1
BATT INSULATION - PER STUD THICKNESS
BATT INSULATION - FILL CAVITY
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
BATT INSULATION - FILL CAVITY
METAL STUD CLIPS AS REQUIRED TO HOLD
BATT INSULATION.
4
3
/
4
"
TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS EDGE ANGLE -
REFERENCE STRUCTURAL DRAWINGS.
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
ALUMINUM ANCHOR BRACKET - W/
STAINLESS STEEL FASTENERS.
CONTINUOUS SEALANT AND BACKER
ROD
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
INSULATED GLAZING
CONTINUOUS 2" RIGID INSULATION.
CONTINUOUS COMPOSITE
METAL PANEL SUN SCREEN.
5/8" GYPSUM BOARD
3 5/8" METAL STUD FRAMING @ 16"
O.C. MIN. - BRACE LATERALLY TO
DECK AS REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS GYPSUM CEILING,
ASSOCIATED SUSPENSION SYSTEM
AND LATERAL BRACING
CONTINUOUS SEALANT EACH SIDE
B1
BATT INSULATION - PER STUD
THICKNESS
BATT INSULATION - FILL CAVITY
4"
1/
2
"
1/
2
"
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
2" RIGID INSULATION - 1" MIN THIS
LOCATION BELOW FLASHING ONLY.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
WALL TIES
CONTINUOUS MOTAR NET
CURTAIN WALL ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
CONTINUOUS SEALANT
TREATED WOOD BLOCKING AND SHIMS
CONTINUOUS PRE FINISHED METAL SILL
FLASHING
CONTINUOUS SEALANT AND BACKER ROD
CONTINUOUS PRE FINISHED METAL
COUNTER FLASHING SILL
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED METAL
FLASHING
CONTINUOUS TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
CONTINUOUS THRU-WALL FLASHING W/
WEEPS.
CONTINUOUS FLASHING AND COUNTER
FLASHING - WRAP OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONCRETE SLAB - REFERENCE
STRUCTURAL DRAWINGS
3/
8
"
3
1
/
2
"
BRICK VENEER
METAL ANGLE - REFERENCE STRUCTURAL
DRAWINGS.
METAL DECK - REFERENCE STRUCTURAL
DRAWINGS
3 5/8" METAL STUD FRAMING
CONTINUOUS THUR WALL FLASHING W/
WEEPS
B1
METAL STUD CLIPS AS REQUIRED
TO HOLD BATT INSULATION
BATT INSULATION - FILL CAVITY
CONTINUOUS AIR AND MOISTURE BARRIER.
1 1/2" AIR SPACE MIN.
CONTINUOUS EDGE ANGLE -
REFERENCE STRUCTURAL DRAWINGS.
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP
UNER GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
ALUMINUM ANCHOR BRACKET - W/
STAINLESS STEEL FASTENERS.
CONTINUOUS SEALANT AND BACKER
ROD
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
INSULATED GLAZING
CONTINUOUS 2" RIGID INSULATION.
CONTINUOUS COMPOSITE
METAL PANEL SUN SCREEN.
5/8" GYPSUM BOARD
3 5/8" METAL STUD FRAMING @ 16"
O.C. MIN. - BRACE LATERALLY TO
DECK AS REQUIRED FOR
STRUCTURAL INTEGRITY
CONINUOUS LAY-IN CEILING GRID
SUSPENSION SYSTEM AND PADS
2X TREATED WOOD BLOCKING AND
LATERAL BRACING TO BUILDING
STRUCTURE.
6"
CONTINUOUS SEALANT - EACH SIDE
B1
BATT INSULATION - PER STUD
THICKNESS
BATT INSULATION - FILL STUD CAVITY
1/
2
"
4"
1/
2
"
3
1
/
2
"
3/
8
"
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONCRETE SLAB - REFERENCE
STRUCTURAL DRAWINGS
CURTAIN WALL ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
CONTINUOUS SEALANT
TREATED WOOD BLOCKING AND SHIMS
CONTINUOUS PRE FINISHED METAL SILL
FLASHING
CONTINUOUS SEALANT AND BACKER ROD
CONTINUOUS PRE FINISHED METAL
COUNTER FLASHING SILL
CONTINUOUS SEALANT
BRICK VENEER
CONTINUOUS THUR WALL FLASHING W/
WEEPS
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
WALL TIES
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
B1
CONTINUOUS AIR AND MOISTURE
BARRIER - WRAP UP AND OVER
BLOCKING
CONTINUOUS PRE FINISHED METAL
FLASHING
CONTINUOUS TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
METAL ANGLE - REFERENCE STRUCTURAL
DRAWINGS.
METAL DECK - REFERENCE STRUCTURAL
DRAWINGS
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
CONTINUOUS THRU-WALL FLASHING W/
WEEPS.
CONTINUOUS FLASHING AND COUNTER
FLASHING - WRAP OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
3 5/8" METAL STUD FRAMING
2" RIGID INSULATION - 1" MIN THIS
LOCATION BELOW FLASHING ONLY.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
6" COLD FORMED METAL STUD
FRAMING
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL DRAWINGS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONCRETE SLAB - REFERENCE
STRUCTURAL DRAWINGS
5/8" GYPSUM BOARD
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
3 5/8" METAL STUD FRAMING
BRICK VENEER
WALL TIES
WALL TIES
CONTINUOUS MOTAR NETB1
METAL STUD CLIPS AS REQUIRED
TO HOLD BATT INSULATION
BATT INSULATION - FILL CAVITY
6" COLD FORMED METAL STUD
FRAMING
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A531
2 METAL PANEL CEDAR - 2
1 1/2" = 1'-0"A531
3 METAL PANEL CEDAR HEAD
1 1/2" = 1'-0"A531
1 METAL PANEL CEDAR -1
1 1/2" = 1'-0"A531
5 OFFICE GREAT HALL TRANSITION - 2
1 1/2" = 1'-0"A531
6 OFFICE HEAD -2
1 1/2" = 1'-0"A531
7 OFFICE GREAT HALL TRANSITION - 3
1 1/2" = 1'-0"A531
9 OFFICE - METAL PANEL HEAD
1 1/2" = 1'-0"A531
8 OFFICE - SILL
1 1/2" = 1'-0"A531
4 OFFICE GREAT HALL TRANSITION
NOTE:
REFERENCE DETAIL 3 THIS SHEET
FOR TYPICAL METAL PANEL AND
ROOF SYSTEM NOTES.
NOTE:
REFERENCE DETAIL 3 THIS SHEET
FOR TYPICAL METAL PANEL AND
ROOF SYSTEM NOTES.
NO.DESCRIPTIONDATE
2" CONTINUOUS
RIGID INSULATION.
CONTINOUS TREATED
WOOD BLOCKING.
CEDAR SCREEN HINGE - BEYOND
PAINTED KNIFE PLATE BEYOND -
REFERENCE STRUCTURAL
DRAWINGS
TREATED WOOD
SHIMS
PRE FINISHED METAL SILL
FLASHING
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
1" CONTINUOUS MINIMUM
RIGID INSULATION
BRICK VENEER - COURSING
TO MATCH ADJACENT
CEDAR
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEAL AND
SUB GIRT SYSTEM. INSTALL
ANCHOR ANDSHIM AS
REQUIRED FOR STRUCTURAL
INTEGRITY AND TO PREVENT
OIL CANNING
CONTINUOUS AIR AND
MOISTURE BARRIER
2" RIGID INSULATION
5/8" GYPSUM BOARD
6" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER
BATT INSULATION - PER STUD
THICKNESS
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
5/8" GYPSUM BOARD
IMBEDED EDGE ANGLE
OUTLINE OF FUTURE
FLOOR FINISH
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONCRETE FOUNDATION
WALL - REFERENCE
STRUCTURAL DRAWINGS.
CONCRETE FLOOR SLAB - REF.
STRUCTURAL DRAWINGS.
REFERENCE DETAIL 1 THIS
SHEET FOR TYPICAL
WATERPROOFING
INFORMATION.
C9
CONTINOUS TREATED
WOOD BLOCKING.
OUTLINE OF FUTURE
FLOOR FINISH
CEDAR SCREEN HINGE - BEYOND
PAINTED KNIFE PLATE BEYOND -
REFERENCE STRUCTURAL
DRAWINGS
IMBEDED EDGE ANGLE W/
MOUNTING PLATE. REF
STRUCTURAL DRAWINGS
TREATED WOOD SHIMS
CONTINUOUS SEALANT
PRE FINISHED METAL SILL
FLASHING
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
ALUMINUM STOREFRONT
WINDOW SYSTEM.
CEDAR
CONTINUOUS STOREFRONT
DRAINAGE SILL PAN
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONCRETE FOUNDATION
WALL - REFERENCE
STRUCTURAL DRAWINGS.
CONCRETE FLOOR SLAB - REF.
STRUCTURAL DRAWINGS.
1" INSULATED LOW "E" GLAZING
TERMINATION BAR
CONTINUOUS WATER-
PROOFING MEMBRANE
FLASHING. MINIMUM 6"
OVERLAP.
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP.
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR.
1" CONTINUOUS MINIMUM
RIGID INSULATION
BRICK VENEER - COURSING
TO MATCH ADJACENT
PROTECTION BOARD AT
BRICK/STONE BEARING.
LAP AIR AND MOISTURE
BARRIER OVER WATER-
PROOFING MEMBRANE AT
BRICK/STONE LEDGE.
C9
CONTINUOUS PRE FINISHED
METAL SILL FLASHING
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
CONTINUOUS SEALANT
CONTINOUS STOREFRONT
DRAINAGE SILL PAN
TREATED WOOD BLOCKING
AND SHIMS
TUBED STRUCTURE -
REFERENCE STRUCTURAL
DRAWINGS.
5/8" GYPSUM BOARD
BATT INSULATION - PER
STUD THICKNESS
2" RIGID INSULATION
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
CEDAR
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEAL AND
SUB GIRT SYSTEM. INSTALL
ANCHOR ANDSHIM AS
REQUIRED FOR STRUCTURAL
INTEGRITY AND TO PREVENT
OIL CANNING
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP
UP AND OVER BLOCKING
6" COLD FORMED METAL
STUD FRAMING
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CONTINOUS TREATED
WOOD BLOCKING.
OUTLINE OF FUTURE
FLOOR FINISH
CEDAR SCREEN HINGE - BEYOND
PAINTED KNIFE PLATE BEYOND -
REFERENCE STRUCTURAL
DRAWINGS
IMBEDED EDGE ANGLE W/
MOUNTING PLATE. REF
STRUCTURAL DRAWINGS
TREATED WOOD SHIMS
CONTINUOUS SEALANT
PRE FINISHED METAL SILL
FLASHING
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
1" CONTINUOUS MINIMUM
RIGID INSULATION
BRICK VENEER - COURSING
TO MATCH ADJACENT
ALUMINUM STOREFRONT
WINDOW SYSTEM.CEDAR
CONTINUOUS STOREFRONT
DRAINAGE SILL PAN
CONCRETE FOUNDATION
WALL - REFERENCE
STRUCTURAL DRAWINGS.
CONCRETE FLOOR SLAB - REF.
STRUCTURAL DRAWINGS.
1" INSULATED LOW "E" GLAZING
COMPACTED FILL
HOT DIPPED GALVANIZED
METAL GRATE W/ EDGE
STRUCTURE - REFERENCE
STRUCTURAL DRAWINGS.
CONCRETE FOUNDATION WALL -
REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS WATER-
PROOFING MEMBRANE
FLASHING. MINIMUM 6"
OVERLAP.
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP.
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR.
1/4" ISOLATION MATERIAL
C2
HOT DIPPED GALVANIZED
METAL GRATE W/ EDGE
STRUCTURE - REFERENCE
STRUCTURAL DRAWINGS.
1" CONTINUOUS MINIMUM
RIGID INSULATION
CONTINOUS TREATED
WOOD BLOCKING.
OUTLINE OF FUTURE
FLOOR FINISH
CEDAR SCREEN HINGE - BEYOND
CONTINUOUS SEALANT
IMBEDED EDGE ANGLE W/
MOUNTING PLATE. REF
STRUCTURAL DRAWINGS
TREATED WOOD SHIMS
CONTINUOUS SEALANT
PRE FINISHED METAL SILL
FLASHING EXTEND BELOW
GRADE TO CLEET.
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
1" CONTINUOUS MINIMUM
RIGID INSULATION
4" CMU
ALUMINUM STOREFRONT
WINDOW SYSTEM.
CEDAR
CONTINUOUS STOREFRONT
DRAINAGE SILL PAN
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONCRETE FOUNDATION
WALL - REFERENCE
STRUCTURAL DRAWINGS.
CONCRETE FLOOR SLAB - REF.
STRUCTURAL DRAWINGS.
1" INSULATED LOW "E" GLAZING
COMPRESSIBLE JOINT FILLER
WATER PROOFING SILL
FLASHING AND CLEET
TERMINATION BAR
COMPACTED FILL
CONTINUOUS WATER-
PROOFING MEMBRANE
FLASHING. MINIMUM 6"
OVERLAP.
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP.
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR.
PROTECTION BOARD AT
BRICK/STONE BEARING.
LAP AIR AND MOISTURE
BARRIER OVER WATER-
PROOFING MEMBRANE AT
BRICK/STONE LEDGE.
CJ
EXTERIOR CONCRETE
PATIO - REFERENCE CIVIL
DRAWINGS.
CONCRETE FOUNDATION WALL -
REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS WATER-
PROOFING MEMBRANE
FLASHING. MINIMUM 6"
OVERLAP.
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP.
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR.
OUTLINE OF FUTURE
FLOOR FINISH
IMBEDED EDGE ANGLE W/
MOUNTING PLATE. REF
STRUCTURAL DRAWINGS
TREATED WOOD SHIMS
PRE FINISHED METAL SILL
FLASHING
1" CONTINUOUS MINIMUM
RIGID INSULATION
ALUMINUM STOREFRONT
WINDOW SYSTEM.
CONTINUOUS STOREFRONT
DRAINAGE SILL PAN
CONCRETE FLOOR SLAB - REF.
STRUCTURAL DRAWINGS.
1" INSULATED LOW "E" GLAZING
CONTINUOUS SEALANT
METAL DECK REFERENCE
STRUCTURAL DRAWINGS.
2" RIGID INSULATION
PROTECTION BOARD AT LEDGE
LAP AIR AND MOSITURE BARRIER
OVER WATER PROOFING
MEMBRANE
B1
DOWEL SIDEWALK INTO
FOUNDATION
CONTINOUS TREATED
WOOD BLOCKING.
OUTLINE OF FUTURE
FLOOR FINISH
CEDAR SCREEN HINGE -
BEYOND
PAINTED KNIFE PLATE BEYOND -
REFERENCE STRUCTURAL
DRAWINGS
IMBEDED EDGE ANGLE W/
MOUNTING PLATE. REF
STRUCTURAL DRAWINGS
TREATED WOOD SHIMS
CONTINUOUS SEALANT
PRE FINISHED METAL SILL
FLASHING
CEDAR SUN SCREEN SYSTEM
AND ASSOCIATED KYNAR
COATED STEEL FRAME
1" CONTINUOUS MINIMUM
RIGID INSULATION
BRICK VENEER - COURSING
TO MATCH ADJACENT
ALUMINUM STOREFRONT
WINDOW SYSTEM.
CEDAR
CONTINUOUS STOREFRONT
DRAINAGE SILL PAN CONCRETE FOUNDATION
WALL - REFERENCE
STRUCTURAL DRAWINGS.
CONCRETE FLOOR SLAB - REF.
STRUCTURAL DRAWINGS.
1" INSULATED LOW "E" GLAZING
COMPACTED FILL
HOT DIPPED GALVANIZED
METAL GRATE W/ EDGE
STRUCTURE - REFERENCE
STRUCTURAL DRAWINGS.
CONCRETE FOUNDATION WALL -
REFERENCE STRUCTURAL
DRAWINGS.
1/4" ISOLATION MATERIAL
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A532
2 BRICK CEDAR METAL PANEL - C108 - 1
1 1/2" = 1'-0"A532
1 BRICK CEDAR SILL C108 - 2
1 1/2" = 1'-0"A532
3 BRICK CEDAR SILL - C108 - 3
1 1/2" = 1'-0"A532
4 BRICK CEDAR SILL - 3
1 1/2" = 1'-0"A532
5 CEDAR SILL - 4
1 1/2" = 1'-0"A532
6 ADJACENT TO CEDAR SILL - 5
1 1/2" = 1'-0"A532
7 CEDAR SILL - 6
NO.DESCRIPTIONDATE
1 1/4" INSULATED
GLAZING UNIT.
1 1/4" INSULATED
GLAZING UNIT.
GRAVITY SHELF
FITTING BY CURTAIN-
WALL SUPPLIER.
1 1/4"2 1/8"10"
1"
C8.5
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD BLOCKING.
BATT INSULATION - PER
STUD THICKNESS
BENT PLATE OR ANGLE -
REFERENCE STRUCTURAL
DRAWINGS
6" METAL STUD FRAMING
CONTINUOUS SEALANT
PRE FINISHED METAL CAP
TRIM/ FLASHING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING AND
COUNTER FLASHING
PRE FINISHED METAL
GRAVEL STOP.
STEEL ANGLES. REFERENCE
STRUCTURAL.
BACKER ROD AND
SEALANT.
STAINLESS STEEL
CABLE ANCHORING
FOR STAINLESS
STEEL OR ALUMINUM
WATER JET CUT
HEAVY GAUGE METAL
SCREEN. .
6"
3/
4
"
1'
-
1
0
1
/
2
"
3/
4
"
6"
EXTERIOR GYPSUM SHEATHING.
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
4" METAL STUD FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
5/8" PLYWOOD SHEATHING
PREFINISHED BRAKE
METAL TRIM.
TREATED WOOD
BLOCKING.
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
PREFINISHED METAL
GRAVEL STOP
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
ROOF PROTECTION
BOARD.
FULLY ADHERED
MEMBRANE ROOF.
TERMINATE
MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID
INSULATION. TAPER AS
REQUIRED.
TREATED WOOD
BLOCKING.
PREFINISHED WEEP
VENT. TYPICAL AT
EACH VERTICAL
MASONRY JOINT.
CUT LIMESTONE
VENEER.
1" MORTAR NET.
1 1/2" AIR SPACE MIN.
2" CONTINUOUS RIGID
INSULATION
6" COLD FORMED
METAL FRAMING.
BATT INSULATION - PER
STUD THICKNESS.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
C8.5
2X TREATED WOOD
BLOCKING
CONTINUOUS AIR AND
MOISTURE BARRIER.
3 5/8" METAL STUDS
W/ BATT INSULATION
GREAT HALL ROOF
11' - 6"
2" CONTINUOUS
RIGID INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ALUMINUM STOREFRONT
WINDOW SYSTEM.
SUSPENDED GYPSUM
BOARD CEILING
SYSTEM.
ALUMINUM COMPOSITE
WALL PANEL BEYOND
BATT INSULATION - PER
STUD THICKNESS
6" COLD FORMED
METAL FRAMING
METAL STUD BRACING
BACK TO STRUCTURE.
BACKER ROD AND
SEALANT.
SHIMS.
GYPSUM BOARD
FINISH AT JAMB AND
SILL.
CONTINUOUS BACKER
ROD AND SEALANT AT
PERIMETER OF
STOREFRONT.
STAINED HARDWOOD
TRIM
6" METAL STUD
FRAMING
4" COLD FORMED
METAL FRAMING.
BATT INSULATION -
PER STUD THICKNESS
13' - 4 5/8"
T/O BULKHEAD
B/O BULKHEAD
9' - 0"
CEILING
2' - 6 1/2"
EXTERIOR GYPSUM
SHEATHING
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE
ROOF. TERMINATE WITH
TERMINATION BAR UNDER
COUNTERFLASHING.
6" MINIMUM RIGID
INSULATION. TAPER
AS REQUIRED.
PREFINISHED METAL
SILL PAN FLASHING.
PREFINISHED METAL THRU-
WALL FLASHING.
STAINED HARDWOOD
VENEER PLYWOOD
8' - 4"
CE
1" INSULATED LOW 'E'
GLAZING.
8"
M
I
N
PAINTED HARDWOOD
REVEAL
TREATED WOOD
BLOCKING
TREATED WOOD BLOCKING
AND SHIMS
LIBRARY EAST
ROOF STEP LOW
22' - 0"
2" CONTINUOUS
RIGID INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
5/8" PLYWOOD
SHEATHING.
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
METAL DECK.
REFERENCE
STRUCTURAL
DRAWINGS.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TREATED WOOD BLOCKING.
ALUMINUM STOREFRONT
WINDOW SYSTEM.
SUSPENDED GYPSUM
BOARD CEILING
SYSTEM.
ALUMINUM COMPOSITE
WALL PANEL, REVEAL
AND THERMAL
SEPARATION.
BATT INSULATION - PER
STUD THICKNESS
6" METAL STUD
FRAMING
CONTINUOUS SEALANT
PRE FINISHED METAL CAP
TRIM/ FLASHING
MEMBRANE FLASHING AND
COUNTER FLASHING
PRE FINISHED METAL
GRAVEL STOP.
BACKER ROD AND
SEALANT.
TREATED WOOD
BLOCKING.
DIAGONAL METAL
STUD BRACING BACK
TO STRUCTURE.
BACKER ROD AND
SEALANT.
SHIMS.
1" INSULATED LOW 'E'
GLAZING.
GYPSUM BOARD
FINISH AT JAMB AND
HEAD.
CONTINUOUS BACKER
ROD AND SEALANT AT
PERIMETER OF
STOREFRONT.
CE
6"
3/
4
"
6"3/4"
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING.
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
ALUMINUM COMPOSITE
WALL PANEL
4" METAL STUD FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
BACKER ROD AND SEALANT
1 1/4" INSULATED GLAZING UNIT
STEEL INTERNAL MOUNTING
PLATE BY CURTAINWALL PROVIDER. - BEYOND
VS-1 CURTAINWALL MULLION (10")
ALUMINUM EDGE CHANNEL BY
CURTAINWALL PROVIDER. CONCEAL
WITHIN DEPTH OF METAL PANEL
SYSTEM.
TREATED WOOD BLOCKING.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM
STEEL CHANNEL. REFERENCE
STRUCTURAL DRAWINGS.
8
1
/
2
"
2"
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
C8.5
6" METAL STUD FRAMING BETWEEN
ANCHORAGE OF CURTAIN WALL ASSEMBLY
- BRACE LATERALLY AS REQUIRED.
BATT INSULATION - PER STUD THICKNESS -
EXTEND BATTS ALL AROUND CURTAIN WALL
ANCHORAGE
CONTINUOUS R-19 BATT
INSULATION - EXTEND OUT TO
EDGE
POWER - FUTURE INSTALLATION OF POWER SUN SHADES
3
3
3
3
3
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
ALUMINUM COMPOSITE
WALL PANEL
2 1/2" METAL STUD FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
1" CONTINUOUS R-5 MINIMUM
RIGID INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
1" CONTINUOUS R-5 MINIMUM
RIGID INSULATION.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
ALUMINUM COMPOSITE WALL PANEL.
WOOD BLOCKING.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
CA
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
2" CONTINUOUS
RIGID INSULATION.CONTINUOUS AIR AND
MOISTURE BARRIER.CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
STEEL FRAMING.
REFERENCE STRUCTURAL
DRAWINGS.
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS.
SUSPENDED GYPSUM
BOARD CEILING SYSTEM.
6" COLD FORMED
METAL FRAMING
GYPSUM BOARD
FINISH.
6" METAL STUD
FRAMING
BATT INSULATION -
PER STUD THICKNESS
ROOF PROTECTION
BOARD.
FULLY ADHERED MEMBRANE
ROOF. TERMINATE WITH
TERMINATION BAR UNDER
COUNTERFLASHING.
6" MINIMUM RIGID
INSULATION. TAPER
AS REQUIRED.
PREFINISHED METAL
COUNTERFLASHING.
STAINLESS STEEL THRU-WALL
FLASHING. GROUT SOLID
UNDER FLASHING.
1" CONTINUOUS
MORTAR NET.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
6" METAL STUD FRAMING
GYPSUM BOARD FINISH
PREFINISHED WEEP VENT.
TYPICAL AT EACH VERTICAL
MASONRY JOINT.
CUT LIMESTONE VENEER
4" CONCRETE MASONRY
AS REQUIRED.
CUT LIMESTONE VENEER -
EXTEND 6" ABOVE CEILING
6"
SUSPENDED GYPSUM
BOARD CEILING
SYSTEM.
CE
2" CONTINUOUS
RIGID INSULATION.
8"
M
I
N
4"
LIGHTING DEVICE - COORDINATE
GYPSUM BOARD FLANGE W/
MANUFACTURE - COORDINATE
ATTACHMENT AT VERTICAL WALL
PLANE W/ MFGR.
3
WALL TIE - TYPICAL
CONTINUOUS DEFLECTION
TRACK -TYP.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A533
2 TYPICAL VS-1 GRAVITY FITTING DETAIL
1 1/2" = 1'-0"A533
4 THRU LIBRARY AT TOP EDGE
1 1/2" = 1'-0"A533
5 THRU LIMESTONE AT LIBRARY
1 1/2" = 1'-0"A533
6 THRU LIBRARY ENTRY STAIR
1 1/2" = 1'-0"A533
7 THRU LIBRARY ENTRY STAIR - 2
1 1/2" = 1'-0"A533
3 THRU VS-1 AT LIBRARY
1 1/2" = 1'-0"A533
1 THRU CORNER COLUMN AT LIBRARY
1 1/2" = 1'-0"A533
8 THRU EAST LIBRARY WALL AT ROOF TRANSITION
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
CONTINUOUS FLASHING AND
COUNTER FLASHING. WRAP
OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR
POSITIVE DRAINAGE THRU WEEP
HOLES.
CONTINUOUS THUR WALL
FLASHING W/ WEEPS
CONTINUOUS PRE FINISHED
METAL FLASHING
NON ABSORPTIVE STONE VENEER
GROUT
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING.
2" RIGID INSULATION
BATT INSULATION - PER
STUD THICKNESS
5/8" GYPSUM BOARD
WALL TIES
LIMESTONE VENEER
WEEP VENTS TYPICAL @
EACH VERTICAL JOINT.
1/4" ISOLATION
MATERIAL
CONCRETE FLOOR SLAB -
REFERENCE
STRUCTURAL DRAWINGS.
2" CONTINUOUS RIGID
INSULATION
AH
CONTINUOUS AIR AND MOISTURE
BARRIER - WRAP AS REQUIRED
FOR POSITIVE DRAINAGE
CONTINUOUS FLASHING AND COUNTER
FLASHING. WRAP OVER TOP OF THRU
WALL FLASHING AS REQUIRED FOR
POSITIVE DRAINAGE THRU WEEP HOLES.
CONTINUOUS THUR WALL
FLASHING W/ WEEPS
CONTINUOUS PRE FINISHED
METAL FLASHING
CONTINUOUS TERMINATION
BAR
MEMBRANE FLASHING AND
COUNTER FLASHING
ROOF PROTECTION BOARD
FULLY ADHERED MEMBRANE
ROOF.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
4" CMU
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL BRACING.
LIMESTONE VENEER
WALL TIES
WALL TIES
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING.
2" RIGID INSULATION
BATT INSULATION - PER
STUD THICKNESS
5/8" GYPSUM BOARD
CONTINUOUS LAY-IN
CEILING GRID,
SUSPENSION SYSTEM
AND PADS.
A1.1
METAL STUD CLIPS AS REQUIRED
TO HOLD BATT INSULATION
TREATED WOOD
BLOCKING AND SHIMS
BATT INSULATION - FILL CAVITY
8"
M
I
N
.
CONTINUOUS AIR AND MOISTURE
BARRIER.
LIGHTING DEVICE - COORDINATE
GYPSUM BOARD FLANGE W/
MANUFACTURE - COORDINATE
ATTACHMENT AT VERTICAL WALL
PLANE W/ MFGR.
3
3
2" CONTINUOUS
RIGID INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING
AND COUNTER
FLASHING
PRE FINISHED METAL
CAP TRIM/
TREATED WOOD
BLOCKING/ SHIMS
LIMESTONE VENEER
WALL TIES
6" COLD FORMED
METAL STUD FRAMING
BATT INSULATION - PER
STUD THICKNESS
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD
BLOCKING.
MEMBRANE FLASHING
CONTINUOUS FULLY
ADHERED ROOF MEMBRANE
- WRAP OVER TOP OF WALL
AS REQUIORED FOR WATER
TIGHT CONSTRUCTION
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
5/8" GYPSUM BOARDPRE FINISHED METAL
WALL VENT - BEYOND
A1.1
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CONTINUOUS SEALANT
4"
CONTINUOUS PRE
FINISHED METAL CAP
TRIM/ FLASHING
CONTINUOUS MEMBRANE
FLASHING - WRAP OVER TOP OF
GRAVEL STOP REQUIRED FOR
WATER TIGHT CONSTRUCTION.
CONTINUOUS MEMBRANE
FLASHING - WRAP OVER TOP WALL
AS REQUIRED FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS FULLY ADHERED ROOF
MEMBRANE - WRAP OVER TOP OF
WALL AS REQUIRED FOR WATER
TIGHT CONSTRUCTION.
CONTINUOUS
PROTECTION BOARD
CONTINUOUS RIGID
INSULATION. BUILD-UP
AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE
AND WATER TIGHT
CONDITIONS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS
SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING.
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INTALL
ANCHOR AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
CONTINUOUS SEALANT AND
BACKER ROD
INSULATED GLAZING
CONTINUOUS 2" RIGID
INSULATION.
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR
AS REQUIRED
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
ANCHOR STUD FRAMING
TO BUILDING
STRUCTURE AS
REQUIRED FOR
STRUCTURAL INTEGRITY
4" COLD FORMED
METAL FRAMING AND
BOX HEADER
TREATED WOOD
BLOCKING AND SHIMS AS
REQUIRED.
CONTINUOUS SEALANT
CONTINUOUS GYPSUM
CEILING ASSOCIATED
SUSPENSION SYSTEM
AND LATERAL BRACING
AG
BATT INSULATION - PER
STUD THICKNESS
2X TREATED WOOD BLOCKING AND
SHIMS - SLOPE FOR POSITIVE
DRAINAGE
4"
.
1/
2
"
.
1/
4
"
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
CONTINUOUS SEALANT
BATT INSULATION - PER STUD
THICKNESS
TREATED WOOD BLOCKING
AND SHIMS
3 5/8" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER
STEEL STRUCTURE - REFERENCE
STRUCETURAL DRAWINGS.
5/8" GYPSUM BOARD
CONTINUOUS PRE FINISHED
METAL SILL FLASHING
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS PRE
FINISHED METAL
COUNTER FLASHING SILL
CONTINUOUS TERMINATION
BAR
CONTINUOUS SEALANT
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE
ROOF.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
CONTINOUS STOREFRONT
DRAINAGE SILL PAN
LIMESTONE VENEER
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
WALL TIES
2X TREATED WOOD BLOCKING
6" COLD FORMED METAL
STUD FRAMING
LIMESTONE VENEER
AG
2
3
/
8
"
CONTINUOUS MEMBRANE
FLASHING - WRAP OVER
TOP OF GRAVEL STOP
REQUIRED FOR WATER
TIGHT CONSTRUCTION.
CONTINUOUS MEMBRANE
FLASHING - WRAP OVER
TOP WALL AS REQUIRED
FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS FULLY
ADHERED ROOF MEMBRANE
- WRAP OVER TOP OF WALL
AS REQUIRED FOR WATER
TIGHT CONSTRUCTION.
CONTINUOUS
PROTECTION BOARD
CONTINUOUS RIGID
INSULATION. BUILD-UP
AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE
AND WATER TIGHT
CONDITIONS.
METAL DECK -
REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS
COMPOSITE METAL
PANEL TRIM CAP
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP
UNER GRAVEL STOP.
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING.
CONTINUOUS FLASHING
AND COUNTER FLASHING -
WRAP FLASHING AND
COUNTER FLASHING OVER
BLOCKING AND UP WALL.
CONTINUOUS PRE
FINISHED METAL
FLASHING W/ DRIP.
CONTINUOUS
SEALANT AND
BACKER ROD
CONTINUOUS 2" RIGID
INSULATION.
LOUVER ASSEMBLY -
REINFORCE AND
ANCHOR AS REQUIRED
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
ANCHOR STUD FRAMING
TO BUILDING
STRUCTURE AS
REQUIRED FOR
STRUCTURAL INTEGRITY
4" COLD FORMED
METAL FRAMING AND
BOX HEADER
TREATED WOOD
BLOCKING AND SHIMS AS
REQUIRED.
CONTINUOUS SEALANT
5/8" GYPSUM BOARD
CONTINUOUS THRU-WALL
FLASHING W/ WEEPS
STEEL ANGLE LINTEL - REFERENCE
STRUCTURAL DRAWINGS
LIMESTONE VENEER
WALL TIES
AG
STRUCTURAL STEEL -
REFERENCE STRUCTURAL
DRAWINGS
2X TREATED WOOD BLOCKING AND
SHIMS - SLOPE FOR POSITIVE
DRAINAGE
4"
DRAINABLE LOUVER
ASSEMBLY.
LIMESTONE VENEER
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
WALL TIES
2X TREATED WOOD
BLOCKING
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION SYSTEM
AND LATERAL BRACING
5/8" GYPSUM BOARD
3 5/8" METAL STUD
FRAMING
2X TREATED WOOD
BLOCKING AND SHIMS
STEEL STRUCTURE -
REFERENCE
STRUCTURAL
DRAWINGS.
3 5/8" METAL STUD
FRAMING - BRACE
LATERALLY AS
REQUIRED FOR
STRUCTURAL
INTEGRITY
6" COLD FORMED
METAL STUD
FRAMING
CONTINUOUS PRE
FINISHED METAL SILL
FLASHING
CONTINUOUS SEALANT
AND BACKER ROD
CONTINUOUS PRE
FINISHED METAL COUNTER
FLASHING SILL
CONTINUOUS TERMINATION
BAR
CONTINUOUS SEALANT
ROOF PROTECTION
BOARD
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED
MEMBRANE ROOF.
METAL DECK -
REFERENCE
STRUCTURAL DRAWINGS
6" MINIMUM RIGID
INSULATION - TAPER AS
REQUIRED.
AG
STEEL STRUCTURE -
REFERENCE
STRUCTURAL
DRAWINGS.
BATT INSULATION -
PER STUD
THICKNESS
8"
M
I
N
2
3
/
8
"
CE
2" CONTINUOUS
RIGID INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING
AND COUNTER
FLASHING
PRE FINISHED METAL
CAP TRIM/
TREATED WOOD
BLOCKING/ SHIMS
LIMESTONE VENEER
WALL TIES
6" COLD FORMED
METAL STUD FRAMING
BATT INSULATION - PER
STUD THICKNESS
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD
BLOCKING.
MEMBRANE FLASHING
CONTINUOUS FULLY
ADHERED ROOF MEMBRANE
- WRAP OVER TOP OF WALL
AS REQUIORED FOR WATER
TIGHT CONSTRUCTION
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
5/8" GYPSUM BOARDPRE FINISHED METAL
WALL VENT - BEYOND
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
C5.1
CONTINUOUS PRE FINISHED METAL
FLASHING
CONTINUOUS TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE
ROOF.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
CONTINUOUS FLASHING AND COUNTER
FLASHING - WRAP OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
BATT INSULATION - FILL CAVITY
5/8" GYPSUM BOARD.
4" CMU AND SOAP BLOCK
AS REQUIRED
6" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER - BRACE LATERALLY
AS REQUIRED.
BATT INSULATION - PER
STUD THICKNESS
LIMESTONE VENEER
CONTINUOUS THUR WALL FLASHING W/ WEEPS
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS GYPSUM
CEILING ASSOCIATED
SUSPENSION SYSTEM AND
LATERAL BRACING
2" RIGID INSULATION
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CONTINUOUS AIR AND
MOISTURE BARRIER
WALL TIES
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A534
1 STONE SILL - 1
1 1/2" = 1'-0"A534
2 STONE AND ROOF TRANSITION - 1
1 1/2" = 1'-0"A534
3 STONE AND HIGH ROOF TRANSITION
1 1/2" = 1'-0"A534
5 HEAD AND ROOF TRANSITION - 1
1 1/2" = 1'-0"A534
4 SILL AND ROOF TRANSITION - 1
1 1/2" = 1'-0"A534
7 LOUVER AND HEAD TRANSITION - 1
1 1/2" = 1'-0"A534
6 LOUVER AND ROOF TRANSITION - 1
1 1/2" = 1'-0"A534
8 LIMESTONE - THRU EAST LIBRARY WALL STUD PASS
1 1/2" = 1'-0"A534
9 LIMESTONE - LIBRARY ROOF TRANSITION
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
7"
CONTINUOUS PRE FINISHED
METAL CAP TRIM/ FLASHING
CONTINUOUS MEMBRANE FLASHING -
WRAP OVER TOP WALL AS REQUIRED
FOR WATER TIGHT CONSTRUCTION.
CONTINUOUS FULLY ADHERED ROOF
MEMBRANE - WRAP OVER TOP OF WALL
AS REQUIRED FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS PROTECTION BOARD
CONTINUOUS RIGID INSULATION.
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
ANGLE - REFERENCE STRUCTURAL
DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
CONTINUOUS SEALANT
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
2X TREATED WOOD BLOCKING AND SHIMS -
SLOPE FOR POSITIVE DRAINAGE.
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEAL AND SUB
GIRT SYSTEM. INSTALL ANCHOR
AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
INSULATED GLAZING
CONTINUOUS 2" RIGID INSULATION.
CONTINUOUS TREATED WOOD
BLOCKING
5/8" GYPSUM BOARD
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED - EXTEND VERTICAL
LEGS UP BEYOND ANGLE.
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION SYSTEM AND
LATERAL BRACING.
CONTINUOUS SEALANT AND BACKER
ROD
METAL PANEL WEEP HOLE -
PER METAL PANEL SYSTEM
MFGR.
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING
2 1/2" METAL STUD FRAMING @ 16" O.C. -
MIN. - BRACE LATERALLY AS REQUIRED
DACG.9
2 1/2" METAL STUD
FRAMING @ 16" O.C. -
MIN. - BRACE LATERALLY
AS REQUIRED
2X TREATED WOOD
BLOCKING AND SHIMS AS
REQUIRED.
6"1/2"
4"
1/
2
"
.
CONTINUOUS PRE FINISHED
METAL SILL FLASHING
CONTINUOUS SEALANT
AND BACKER ROD
TREATED WOOD
BLOCKING AND SHIMS
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR
AS REQUIRED
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED
METAL CUONTER FLASHING SILL
TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS THRU-WALL
FLASHING W/ WEEPS.
ROW LOCK BRICK SILL TUBED STRUCTURE -
REFERENCE STRUCTURAL
DRAWINGS.
5/8" GYPSUM BOARD
BATT INSULATION - PER
STUD THICKNESS
2" RIGID INSULATION
BRICK VENEER.
CONTINUOUS AIR AND
MOISTURE BARRIER -
WRAP AS REQUIRED FOR
POSITIVE DRAINAGE THRU
WEEP HOLESWALL TIES
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CONTINUOUS PRE FINISHED
METAL CAP TRIM/ FLASHING
CONTINUOUS MEMBRANE FLASHING - WRAP
OVER TOP OF GRAVEL STOP REQUIRED FOR
WATER TIGHT CONSTRUCTION.
CONTINUOUS MEMBRANE FLASHING -
WRAP OVER TOP WALL AS REQUIRED
FOR WATER TIGHT CONSTRUCTION.
CONTINUOUS FULLY ADHERED ROOF
MEMBRANE - WRAP OVER TOP OF WALL
AS REQUIRED FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS PROTECTION BOARD
CONTINUOUS RIGID INSULATION.
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
ANGLE - REFERENCE STRUCTURAL
DRAWINGS.
3 5/8" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
CONTINUOUS SEALANT
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
2X TREATED WOOD BLOCKING AND SHIMS -
SLOPE FOR POSITIVE DRAINAGE.
CONTINUOUS AIR AND MOISTURE
BARRIER - WRAP UNDER GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEAL AND SUB
GIRT SYSTEM. INSTALL ANCHOR
AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER
FLASHING OVER BLOCKING
AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
INSULATED GLAZING
CONTINUOUS 2" RIGID
INSULATION.
CONTINUOUS TREATED WOOD
BLOCKING
METAL STUD FRAMING - LATERAL
BRACING BACK TO BUILDING
STRUCTURE.
5/8" GYPSUM BOARD
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
3 5/8" METAL STUD FRAMING @ 16"
O.C. MIN. - BRACE LATERALLY TO
DECK AS REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION SYSTEM
AND LATERAL BRACING.
CONTINUOUS SEALANT AND
BACKER ROD
METAL PANEL WEEP HOLE - PER
METAL PANEL SYSTEM MFGR.
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING
DFAD
BATT INSULATION - FILL CAVITY1/2"6"
1/
2
"
4"
2" CONTINUOUS
RIGID INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP
UNDER GRAVEL STOP
MEMBRANE FLASHING
AND COUNTER FLASHING
PRE FINISHED METAL
CAP TRIM/
PRE FINISHED METAL
WALL VENT - BEYOND
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
TREATED WOOD
BLOCKING/ SHIMS
BRICK VENEER
WALL TIES
METAL DECK.
REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED
MEMBRANE ROOF.
TERMINATE
MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID
INSULATION. TAPER
AS REQUIRED.
TREATED WOOD
BLOCKING.
BATT
INSULATION -
FILL CAVITY
6" COLD FORMED
METAL STUD
FRAMING
BUILDING
STRUCTURE BEYOND
- REFERENCE
STRUCTURAL
DRAWINGS FOR
ADDITIONAL
INFORMATION.
6" COLD FORMED
METAL STUD
FRAMING
BATT
INSULATION -
PER STUD
THICKNESS
MEMBRANE
FLASHING
CONTINUOUS FULLY
ADHERED ROOF MEMBRANE
- WRAP OVER TOP OF WALL
AS REQUIORED FOR WATER
TIGHT CONSTRUCTION
D5
4"
1 1/2" AIR SPACE MIN.
CONTINUOUS PRE FINISHED
METAL FLASHING
MEMBRANE FLASHING
AND COUNTER
FLASHING
FULLY ADHERED
MEMBRANE ROOF.
CONTINUOUS THRU-WALL
FLASHING W/ WEEPS.
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP OVER
TOP OF THRU WALL FLASHING AS
REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
4" CMU
METAL DECK.
REFERENCE
STRUCTURAL.
TREATED WOOD
BLOCKING.
BATT INSULATION
6" COLD FORMED
METAL STUD
FRAMING
BUILDING
STRUCTURE BEYOND
- REFERENCE
STRUCTURAL
DRAWINGS FOR
ADDITIONAL
INFORMATION.
5/8" GYPSUM
BOARD
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
WALL TIES
BRICK VENEER
6" COLD FORMED
METAL STUD
FRAMING
6" MINIMUM RIGID
INSULATION. TAPER
AS REQUIRED.
D5
5/8" GYPSUM
BOARD
8"
M
I
N
.
CONTINUOUS AIR AND MOISTURE
BARRIER - WRAP AS REQUIRED
FOR POSITIVE DRAINAGE THRU
WEEP HOLES.
RESILIENT ACOUSTIC
CHANNEL W/ 5/8" GYPSUM
BOARD - DO NOT ATTACH
GYPSUM BOARD BACK TO
STEEL STUD FRAMING
3
CONTINUOUS MINERAL
FIBER BOARD BETWEEN
RESILIENT ACOUSTIC
CHANNELS
3
5/8" GYPSUM BOARD - DROP 8" BELOW
BRICK VENEER
BATT INSULATION - FILL CAVITY -
EXTEND BEHIND VENEER 8"
3
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKENSS
2" RIGID INSULATION
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
WALL TIES
CONTINUOUS MOTAR NET
CONTINUOUS PRE FINISHED
METAL FLASHING
CONTINUOUS
TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING
AND COUNTER
FLASHING
FULLY ADHERED MEMBRANE
ROOF.
CONTINUOUS THRU-WALL
FLASHING W/ WEEPS.
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP OVER
TOP OF THRU WALL FLASHING AS
REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
2X TREATED WOOD BLOCKING
AND SHIMS
5/8" GYPSUM BOARD
3-5/8" METAL STUD FRAMING -
ANCHOR TO DECK AND BUILDING
STRUCTURE AS REQUIRED FOR
STRUCTURAL INTEGRITY
6" COLD FORMED METAL STUD
FRAMING
STOREFRONT ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS SEALANT
CONTINUOUS DRAINABLE
COMPOSITE METAL PANE
SYSTEM W/ REVEAL AND SUB
GIRT SYSTEM. INSTALL ANCHOR
AND SHIM AS REQUIRED FOR
STRUCTURAL INTEGRITY AND TO
PREVEN OIL CANNING.
CONTINUOUS SEALANT AND
BACKER ROD.
D4
SOAP BLOCKING ALONG
SLOPE
BATT INSULATION - FILL
CAVITY
8"
.
M
I
N
CONTINUOUS AIR AND MOISTURE
BARRIER - WRAP AS REQUIRED
FOR POSITIVE DRAINAGE THRU
WEEP HOLES
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS SEALANT
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEAL AND
SUB GIRT SYSTEM. INTALL
ANCHOR AND SHIM AS
REQURED FOR STRUCTURAL
INTEGRITY AND TO PREVENT
OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
PAINTED KNIFE PLATE
BEYOND - REFERENCE
STRUCTURAL DRAWINGS
PLATE ANCHORED TO
END OF STEEL BEAMS -
REFERENCE
STRUCTURAL DRAWINGS.
CEDAR COLUMN WRAP -
REFERENCE 6/A311 FOR
ADDITIONAL INFORMATION
CONTINUOUS PRE FINISHED
METAL CAP TRIM/ FLASHING
CONTINUOUS MEMBRANE
FLASHING - WRAP OVER TOP
OF GRAVEL STOP REQUIRED
FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS MEMBRANE
FLASHING - WRAP OVER TOP
WALL AS REQUIRED FOR
WATER TIGHT CONSTRUCTION.
CONTINUOUS FULLY ADHERED
ROOF MEMBRANE - WRAP OVER
TOP OF WALL AS REQUIRED FOR
WATER TIGHT CONSTRUCTION.
CONTINUOUS PROTECTION
BOARD
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
6" COLD FORMED METAL STUD
FRAMING
DF
METAL PANEL WEEP HOLE -
PER METAL PANEL SYSTEM
MFGR.1/2".6".
4"
1/
2
"
.
BATT INSULATION - PER STUD
THICKNESS
ROOF PROTECTION BOARD
FULLY ADHERED MEMBRANE ROOF.
5/8" GYPSUM BOARD
3-5/8" METAL STUD FRAMING -
ANCHOR TO DECK AND BUILDING
STRUCTURE AS REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUIOUS DRAINABLE
COMPOSITE METAL PANE SYSTEM
W/ REVEAL AND SUB GIRT
SYSTEM. INSTALL ANCHOR AND
SHIM AS REQUIRED FOR
STRUCTURAL INTEGRITY AND TO
PREVEN OIL CANNING.
CONTINUOUS SEALANT AND BACKER ROD.
2X TREATED WOOD BLOCKING.
CONTINUOUS RIDIG INSULATION.
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND
WATER TIGHT CONDITIONS.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD THICKNESS
2" RIGID INSULATION
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
WALL TIES
BRICK VENEER
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
6" COLD FORMED METAL STUD FRAMING
DE
BATT INSULATION - PER STUD
THICKNESS
1/2".
1 1/2" AIR SPACE MIN.
CONTINUOUS AIR AND MOISTURE BARRIER.
CONTINUOUS PRE FINISHED
METAL SILL FLASHING
CONTINUOUS SEALANT
AND BACKER ROD
TREATED WOOD
BLOCKING AND SHIMS
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
CONTINUOUS SEALANT
CONTINOUS STOREFRONT
DRAINAGE SILL PAN
TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS THRU-WALL
FLASHING W/ WEEPS.
ROW LOCK BRICK SILL
TUBED STRUCTURE -
REFERENCE STRUCTURAL
DRAWINGS.
5/8" GYPSUM BOARD
BATT INSULATION - PER
STUD THICKNESS
2" RIGID INSULATION
BRICK VENEER.
CONTINUOUS AIR AND
MOISTURE BARRIER -
WRAP AS REQUIRED FOR
POSITIVE DRAINAGE THRU
WEEP HOLES
WALL TIES
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
METAL DECK.
REFERENCE
STRUCTURAL.
ROOF PROTECTION
BOARD.
FULLY ADHERED
MEMBRANE ROOF.
TERMINATE
MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID
INSULATION. TAPER
AS REQUIRED.
TREATED WOOD
BLOCKING.
BATT
INSULATION -
PER STUD
THICKNESS
6" COLD FORMED
METAL STUD
FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING
AND COUNTER
FLASHING
PRE FINISHED METAL
CAP TRIM/
PRE FINISHED METAL
WALL VENT - BEYOND
CONTINUOUS 5/8"
TREATED
PLYWOOD
SHEATHING
TREATED WOOD
BLOCKING/ SHIMS BENT PLATE OR
ANGLE -
REFERENCE
STRUCTURAL
DRAWINGS.
BRICK VENEER
WALL TIES
D1
4"
1 1/2" AIR SPACE MIN.
CONTINUOUS PRE
FINISHED METAL CAP
TRIM/ FLASHING
CONTINUOUS MEMBRANE
FLASHING - WRAP OVER
TOP OF GRAVEL STOP
REQUIRED FOR WATER
TIGHT CONSTRUCTION.
CONTINUOUS MEMBRANE
FLASHING - WRAP OVER
TOP WALL AS REQUIRED
FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS FULLY
ADHERED ROOF MEMBRANE
- WRAP OVER TOP OF WALL
AS REQUIRED FOR WATER
TIGHT CONSTRUCTION.
CONTINUOUS
PROTECTION BOARD
CONTINUOUS RIGID INSULATION.
BUILD-UP AND TAPER AS
REQUIRED FOR POSITIVE
DRAINAGE AND WATER TIGHT
CONDITIONS.
METAL DECK -
REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS
COMPOSITE METAL
PANEL TRIM CAP
CONTINUOUS
SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING.
CONTINUOUS
DRAINABLE COMPOSITE
METAL PANEL SYSTEM
WITH REVEAL AND SUB
GIRT SYSTEM. INTALL
ANCHOR AND SHIM AS
REQURED FOR
STRUCTURAL
INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD
BLOCKING AND
SHIMS AS REQUIRED
CONTINUOUS FLASHING
AND COUNTER FLASHING
- WRAP FLASHING AND
COUNTER FLASHING
OVER BLOCKING AND UP
WALL.
CONTINUOUS PRE
FINISHED METAL
FLASHING W/ DRIP.
CONTINUOUS
SEALANT AND
BACKER ROD
INSULATED GLAZING
CONTINUOUS 2" RIGID
INSULATION.
CONTINUOUS TREATED
WOOD BLOCKING
STORE FRONT
ASSEMBLY - REINFORCE
AND ANCHOR AS
REQUIRED
5/8" GYPSUM BOARD
3 5/8" METAL STUD
FRAMING @ 16" O.C.
MIN. - BRACE
LATERALLY TO DECK
AS REQUIRED FOR
STRUCTURAL
INTEGRITY
CONTINUOUS GYPSUM
CEILING ASSOCIATED
SUSPENSION SYSTEM
AND LATERAL BRACING
CONTINUOUS SEALANT
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
CONTINUOUS BENT
PLATE OR ANGLE -
REFERENCE
STRUCTURAL DRAWINGS.
6" COLD FORMED
METAL FRAMING AND
BOX HEADER
1/
2
"
4"
1/
2
"
4" COLD FORMED
METAL STUD FRAMING
AND BOX HEADER
METAL STUD FRAMING
- LATERAL BRACING
BACK TO BUILDING
STRUCTURE
2X TREATED WOOD
BLOCKING
CONTINUOUS BENT
PLATE - REFERENCE
STRUCTURAL
DRAWINGS
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8"
TREATED PLYWOOD
SHEATHING.
CONTINUOUS FLASHING
AND COUNTER FLASHING -
WRAP FLASHING AND
COUNTER FLASHING OVER
BLOCKING AND UP WALL.
2X TREATED WOOD
BLOCKING AND SHIMS -
SLOPE FOR POSITIVE
DRAINAGE.
TREATED WOOD
BLOCKING AND
SHIMS AS REQUIRED
CONTINUOUS PRE
FINISHED METAL
FLASHING W/ DRIP.
CONTINUOUS
SEALANT AND
BACKER ROD
INSULATED GLAZING
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
CONTINUOUS
SEALANT
BATT INSULATION - FILL
CAVITY
CONTINUOUS GYPSUM
CEILING ASSOCIATED
SYSPENSION SYSTEM AND
LATERAL BRACING
STEEL BUILDING STRUCTURE
BEYOND - REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS GYPSUM
CEILING ASSOCIATED
SUSPENSION SYSTEM
AND LATERAL
BRACING
4" COLD FORMED
METAL STUD FRAMING
AND BOX HEADER
METAL STUD FRAMING
- LATERAL BRACING
BACK TO BUILDING
STRUCTURE
WEEP HOLES PER
MANUFACTURER
RECOMMENDATIONS
2X TREATED WOOD
BLOCKING
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS FLASHING
AND COUNTER FLASHING -
WRAP FLASHING AND
COUNTER FLASHING OVER
BLOCKING AND UP WALL.
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
SLOTED COMPOSITE
METAL PANEL W/
CONTINUOUS SCREEN
MESH
CONTINUOUS SEALANT
AND BACKER ROD
LATERAL BRACING AS
REQUIRED FOR
STRUCTURAL
INTEGRITY
METAL DECK. REFERENCE
STRUCTURAL DRAWINGS
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
ROOF PROTECTION BOARD
FULY ADHERED MEMBRANE
ROOF. TERMINATE MEMBRANE
UNDER GRAVEL STOP.
MEMBRANE FLASHING AND
COUNTER FLASHING.
PRE FINISHED METAL CAP
TRIM/ FLASHING
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP.
1
1
/
2
"
1/
2
"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A535
2 UNIT D - BOARD ROOM HEAD
1 1/2" = 1'-0"A535
1 UNIT D - BOARD ROOM SILL
1 1/2" = 1'-0"A535
4 UNIT D - BREAK ROOM HEAD
1 1/2" = 1'-0"A535
9 UNIT D - BOARD ROOM AT ROOF TRANSITION
1 1/2" = 1'-0"A535
8 UNIT D - BOARD TO LOW ROOF TRANSITION
1 1/2" = 1'-0"A535
6 UNIT D - EAST CANOPY AT VESTIBULE
1 1/2" = 1'-0"A535
7 UNIT D - EAST CANOPY END
1 1/2" = 1'-0"A535
5 UNIT D - EAST CANOPY COVER TRANSITION
1 1/2" = 1'-0"A535
3 UNIT D - BREAK ROOM SILL
1 1/2" = 1'-0"A535
10 UNIT D - SOUTH LOW TYPICAL HEAD
1 1/2" = 1'-0"A535
11 UNIT D - CORRIDOR D111 HEAD
1 1/2" = 1'-0"A535
13 METAL PANEL SECTION DETAIL
1 1/2" = 1'-0"A535
12 MAIN ENTRY SECTION DETAIL
NOTE - REFERENCE DETAIL
11 THIS SHEET FOR TYPICAL
METAL PANEL AND ROOF
SYSTEM NOTES
NOTE - REFERENCE DETAIL
11 THIS SHEET FOR TYPICAL
METAL PANEL AND ROOF
SYSTEM NOTES
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
2" CONTINUOUS
RIGID INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP
UNDER GRAVEL STOP
MEMBRANE FLASHING
AND COUNTER
FLASHING
PRE FINISHED METAL
CAP TRIM/
PRE FINISHED METAL
WALL VENT - BEYOND
CONTINUOUS TREATED
5/8" PLYWOOD SHEATHING
TREATED WOOD
BLOCKING/ SHIMS
BRICK VENEER
WALL TIES
METAL DECK.
REFERENCE
STRUCTURAL.
ROOF PROTECTION
BOARD.
FULLY ADHERED
MEMBRANE ROOF.
TERMINATE
MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID
INSULATION. TAPER
AS REQUIRED.
TREATED WOOD
BLOCKING.
BUILDING STRUCTURE
BEYOND - REFERENCE
STRUCTURAL DRAWINGS
FOR ADDITIONAL
INFORMATION.
6" COLD FORMED
METAL STUD
FRAMING
BATT
INSULATION -
PER STUD
THICKNESS
MEMBRANE
FLASHING
CONTINUOUS FULLY
ADHERED ROOF
MEMBRANE - WRAP OVER
TOP OF WALL AS
REQUIORED FOR WATER
TIGHT CONSTRUCTION
CONTINUOUS BENT
PLATE - REFERENCE
STRUCTURAL
DRAWINGS.
5/8" GYPSUM BOARD
DA
1 1/2" AIR SPACE MIN.
1ST FLOOR LEVEL
0"
D5
5/8" TREATED PLYWOOD
SHEATHING
BRICK VENEER
WALL TIES
6" COLD FORMED
METAL STUD
FRAMING
BATT
INSULATION -
PER STUD
THICKNESS
5/8" GYPSUM BOARD
ROW LOCK SILL
6" COLD FORMED
METAL STUD
FRAMING
CONCRETE FLOOR
SLAB - REFERENCE
STRUCTURAL
DRAWINGS.
CONCRETE
FOUNDATION -
REFERENCE
STRUCTURAL
DRAWING
CONTINUOUS DETAIL
TAPE FLASHING AT
OVERLAP
CONTINUOUS WATER
PROOFING MEMBRANE
TERMINATION BAR
CONTINUOUS
VERTICAL
WATERPROOFING
MEMBRANE SYSTEM
WITH DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD
METAL DECK -
REFERENCE
STRUCTURAL
DRAWINGS
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
2" RIGID INSULATION
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
WALL TIES
CONTINUOUS MOTAR NET
CONTINUOUS PRE FINISHED
METAL FLASHING
CONTINUOUS
TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING
AND COUNTER
FLASHING
FULLY ADHERED MEMBRANE
ROOF.
CONTINUOUS THRU-WALL
FLASHING W/ WEEPS.
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP OVER
TOP OF THRU WALL FLASHING AS
REQUIRED FOR POSITIVE DRAINAGE
THRU WEEP HOLES.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
4" CMU
TREATED WOOD BLOCKING
WALL CAVITY FOR BUILDING
STRUCTTURE - 3 5/8" METAL
STUD FRAMING - REFERENCE
WALL TYPES - BRACE
LATERALLY TO DECK.
BRICK VENEER.
BENT PLATE OR ANGLE -
REFERENCE STRUCTURAL
DRAWINGS.
DA
3-5/8" METAL STUD FRAMING
@ 16" O.C. MIN - BRACE
LATERALLY AS TO DECK AS
REQUIR4ED FOR
STRUCTURAL INTEGRITY
8"
M
I
N
.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS PRE FINISHED
METAL CAP TRIM/ FLASHING
CONTINUOUS MEMBRANE FLASHING - WRAP
OVER TOP OF GRAVEL STOP REQUIRED FOR
WATER TIGHT CONSTRUCTION.
CONTINUOUS MEMBRANE FLASHING -
WRAP OVER TOP WALL AS REQUIRED
FOR WATER TIGHT CONSTRUCTION.
CONTINUOUS FULLY ADHERED ROOF
MEMBRANE - WRAP OVER TOP OF WALL
AS REQUIRED FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS PROTECTION BOARD
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
BUILDING STRUCTURE - REFERENCE
STRUCTURAL DRAWINGS.
3 5/8" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
2X TREATED WOOD BLOCKING AND SHIMS -
SLOPE FOR POSITIVE DRAINAGE.
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL AND
SUB GIRT SYSTEM. INSTALL ANCHOR
AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
CONTINUOUS 2" RIGID
INSULATION.
TREATED WOOD BLOCKING
CONTINUOUS SEALANT AND
BACKER ROD
METAL PANEL WEEP HOLE - PER
METAL PANEL SYSTEM MFGR.
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
5/8" GYPSUM BOARD
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL DRAWINGS
CONTINUOUS SEALANT ALL AROUND
DA.9
BATT INSULATION - PER STUD
THICKNESS
6"1/2"
2" RIGID CONTINUOUS RIGID
INSULATION.
1" RIGID CONTINUOUS RIGID
INSULATION.
COMPACTED FILL - REFERENCE
CIVIL DRAWINGS
COMPACTED GRANULAR BASE
EXTERIOR CONCRETE PATIO -
REFERENCE CIVIL DRAWINGS.
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS
1/4" ISOLATION MATERIAL
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED.
CONTINUOUS PRE FINISHED
METAL SILL FLASHING
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS SEALANT
CONTINUOUS SEALANT
DOWEL PATIO INTO BUILDING
FOUNDATION - TYPICAL.
CONTINUOUS PRE FINISHED
METAL CAP TRIM/ FLASHING
CONTINUOUS MEMBRANE FLASHING - WRAP
OVER TOP OF GRAVEL STOP REQUIRED FOR
WATER TIGHT CONSTRUCTION.
CONTINUOUS MEMBRANE FLASHING -
WRAP OVER TOP WALL AS REQUIRED
FOR WATER TIGHT CONSTRUCTION.
CONTINUOUS FULLY ADHERED ROOF
MEMBRANE - WRAP OVER TOP OF WALL
AS REQUIRED FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS PROTECTION BOARD
CONTINUOUS RIGID INSULATION.
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
ANGLE - REFERENCE STRUCTURAL
DRAWINGS.
3 5/8" COLD FORMED METAL STUD
FRAMING
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR STORE
FRONT ANCHORAGE.
CONTINUOUS SEALANT
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
2X TREATED WOOD BLOCKING AND SHIMS -
SLOPE FOR POSITIVE DRAINAGE.
CONTINUOUS MOISTURE
BARRIER - WRAP UNER
GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE
COMPOSITE METAL PANEL
SYSTEM WITH REVEAL AND SUB
GIRT SYSTEM. INSTALL ANCHOR
AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
INSULATED GLAZING
CONTINUOUS 2" RIGID
INSULATION.
CONTINUOUS TREATED WOOD
BLOCKING
5/8" GYPSUM BOARDSTORE FRONT ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
CONTINUOUS SEALANT AND
BACKER ROD
METAL PANEL WEEP HOLE - PER
METAL PANEL SYSTEM MFGR.
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
6" COLD FORMED METAL STUD
FRAMING
D5
BATT INSULATION - PER STUD
THICKNESS.
4"
1/
2
"
1/2"6"
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
BATT INSULATION - PER STUD
THICKNESS
TREATED WOOD BLOCKING
AND SHIMS
3 5/8" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER
2" RIGID INSULATION
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CONTINUOUS PRE FINISHED METAL SILL
FLASHING
CONTINUOUS SEALANT AND BACKER ROD
CONTINUOUS PRE FINISHED METAL
COUNTER FLASHING SILL
CONTINUOUS TERMINATION BAR
CONTINUOUS SEALANT
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
METAL DECK - REFERENCE STRUCTURAL
DRAWINGS
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
CONTINOUS STOREFRONT
DRAINAGE SILL PAN
D5
8"
M
I
N
.
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
BATT INSULATION - PER STUD
THICKNESS
TREATED WOOD BLOCKING
AND SHIMS
3 5/8" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER
2" RIGID INSULATION
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CONTINUOUS PRE FINISHED METAL SILL
FLASHING
CONTINUOUS SEALANT AND BACKER ROD
CONTINUOUS PRE FINISHED METAL
COUNTER FLASHING SILL
CONTINUOUS TERMINATION BAR
CONTINUOUS SEALANT
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
METAL DECK - REFERENCE STRUCTURAL
DRAWINGS
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
6" COLD FORMED METAL STUD
FRAMING AND BOXED HEADER
CONTINOUS STOREFRONT
DRAINAGE SILL PAN
BULK HEAD BEYOND -
REFERENCE INTERIORS
DRAWINGS AND STRUCTURAL
FOR SUPPORT THIS AREA
D4
8"
M
I
N
.
2" CONTINUOUS
RIGID INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING
AND COUNTER
FLASHING
PRE FINISHED METAL
CAP TRIM/
PRE FINISHED METAL
WALL VENT - BEYOND
5/8" TREATED
PLYWOOD SHEATHING
TREATED WOOD
BLOCKING/ SHIMS
BRICK VENEER
WALL TIES
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED
MEMBRANE ROOF.
TERMINATE
MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID
INSULATION. TAPER AS
REQUIRED.
TREATED WOOD
BLOCKING.
BUILDING STRUCTURE BEYOND
- REFERENCE STRUCTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION.
6" COLD FORMED
METAL STUD
FRAMING
BATT
INSULATION -
PER STUD
THICKNESS
MEMBRANE FLASHING
CONTINUOUS FULLY
ADHERED ROOF MEMBRANE
- WRAP OVER TOP OF WALL
AS REQUIORED FOR WATER
TIGHT CONSTRUCTION
CONTINUOUS BENT
PLATE - REFERENCE
STRUCTURAL
DRAWINGS.
5/8" GYPSUM BOARD
BRACE WALL
CONSTRUCTION TO
BUILDING STRUCTURE AS
REQUIRED FOR
STRUCTURAL INTEGRITY
DA.9
4"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A536
3 UNIT D - BOARD ROOM AT WEST ROOF
1 1/2" = 1'-0"A536
1 UNIT D - BOARD ROOM TO BASMENT TRANSITION
1 1/2" = 1'-0"A536
2 UNIT D - BOARD ROOM TO LOW ROOF - WEST
1 1/2" = 1'-0"A536
5 UNIT D - EXERCISE HEAD
1 1/2" = 1'-0"A536
4 UNIT D - EXERCISE SILL
1 1/2" = 1'-0"A536
7 UNIT D - NORTH BROW HEAD
1 1/2" = 1'-0"A536
6 UNIT D - NORTH BROW SILL
1 1/2" = 1'-0"A536
8 UNIT D - SOUTH BROW SILL
1 1/2" = 1'-0"A536
10 UNIT D - EXERCISE MASONRY HEAD
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
8"
CUT LIMESTONE VENEER.
CAST IN PLACE
CONCRETE FOUNDATION
WALL. REFERENCE
STRUCTURAL DRAWINGS.
6" COLD FORMED
METAL FRAMING.
BATT INSULATION - PER
STUD THICKNESS.
2" CONTINUOUS R-10
MINIMUM RIGID
INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
PREFINISHED WEEP
VENT. TYPICAL AT EACH
VERTICAL MASONRY JOINT.
NON ABSORBATIVE STONE
VENEER
CONTINUOUS THRU-WALL
FLASHING. GROUT SOLID BELOW
FLASHING.
1" MORTAR NET.
1 1/2" AIR SPACE MIN.
5/8" TREATED
PLYWOOD SHEATHING
GYPSUM BOARD
FINISH.
CONTINUOUS SEALANT
AND BACKER ROD.
CONTINUOUS
MEMBRANE FLASHING
OVER THRU-WALL
FLASHING AS REQUIRED
TO MAINTAIN POSITIVE
DRAINAGE TO WEEPS.
LAP AIR AND MOISTURE
BARRIER OVER WATER-
PROOFING MEMBRANE AT
BRICK/STONE LEDGE.
CONTINUOUS WATER-
PROOFING MEMBRANE
FLASHING. MINIMUM 6"
OVERLAP.
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP.
PROTECTION BOARD AT
BRICK/STONE BEARING.
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR.
02 - BUILDING 1ST
FLOOR
0"
C8.5
CONTINUOUS VAPOR
BARRIER
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
C8.5
CUT LIMESTONE SILL
WITH WASH.
ALUMINUM EDGE CHANNEL
BY CURTAINWALL SUPPLIER.
CUT LIMESTONE VENEER.
STAINLESS STEEL
MOUNTING BRACKET.
REFERENCE STRUCTURAL
DRAWINGS.
CAST IN PLACE CONCRETE
WALL. REFERENCE
STRUCTURAL DRAWINGS.
1 1/2" METAL STUD FRAMING.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
2" CONTINUOUS RIGID
INSULATION.
CONTINUOUS MEMBRANE FLASHING OVER
THRU-WALL FLASHING AS REQUIRED TO
MAINTAIN POSITIVE DRAINAGE TO WEEPS.
CONTINUOUS VAPOR BARRIER.
1 5/8" METAL STUD FURRING.
GYPSUM BOARD FINISH.
GROUT SOLID BELOW
FLASHING.
NON ABSORPTIVE STONE
VENEER.
STEEL IMBED PLATE. REFERENCE
STRUCTURAL DRAWINGS.
INTERNAL MOUNTING PLATE
BY CURTAINWALL SUPPLIER.
10" VS-1 GLAZING
SYSTEM MULLION.
1 1/4" INSULATED GLAZING
UNIT.
STAINLESS STEEL WATER
JET CUT HEAVY GAUGE
METAL FABRIC SCREEN.
REFERENCE ELEVATIONS
FOR MORE INFORMATION.
CABLE ATTACHMENT BY
FABRIC SCREEN
PROVIDER.
CONTINUOUS AIR AND MOISTURE
BARRIER - WRAP AS REQUIRED FOR
POSITIVE DRAINAGE THRU WEEPS
1 1/2" AIR SPACE MIN.
CONTINUOUS AIR AND
MOISTURE BARRIER
7"
3
3/4" HARDWOOD VENEER
PLYWOOD FINISH AT WINDOW
STOOL.
3/4" X 3/4" HARDWOOD
TRIM EDGE.
3
A652
2
3
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
CA
CUT LIMESTONE SILL. NO
WASH AT SILL WHERE
COLUMN WRAP OCCURS.
2" RIGID INSULATION.
CUT LIMESTONE VENEER.
STAINLESS STEEL
MOUNTING BRACKET.
REFERENCE STRUCTURAL
DRAWINGS.
CAST IN PLACE CONCRETE
WALL. REFERENCE
STRUCTURAL DRAWINGS.
2 1/2" METAL STUD FRAMING.
CAST IN PLACE CONCRETE
FLOOR SLAB. REFERENCE
STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE
FOUNDATION. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
1" CONTINUOUS RIGID
INSULATION.
CONTINUOUS AIR AND
MOISTURE BARRIER.
CONTINUOUS VAPOR BARRIER.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
2" RIGID INSULATION.
ALUMINUM COMPOSITE METAL
PANEL SYSTEM.
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
STAINLESS STEEL WATER
JET CUT HEAVY GAUGE
METAL FABRIC SCREEN.
REFERENCE ELEVATIONS
FOR MORE INFORMATION.
CABLE ATTACHMENT BY
FABRIC SCREEN
PROVIDER.
10 3/8"9 1/4"
THRU WALL FLASHING.
BACKER ROD AND SEALANT.
NON ABSORPTIVE STONE
VENEER.
CONTINUOUS AIR AND
MOISTURE BARRIER
GREAT HALL ROOF
11' - 6"
STEEL FRAMING. REFERENCE
STRUCTURAL.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD BLOCKING.
TREATED WOOD
BLOCKING/ SHIMS
CONTINUOUS SEALANT
AND BACKER ROD
5/8" GYPSUM BOARD
STEEL FRAMING TO BUILDING
STRUCTURE AS REQUIRED
FOR STRUCTURAL INTEGRITY
OF CURTAINWALL.
BENT PLATE OR ANGLE -
REFERENCE STRUCTURAL
DRAWINGS
6" METAL STUD FRAMING
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
CONTINOUS TREATED
WOOD BLOCKING.
CONTINUOUS THRU WALL
PRE FINISHED HEAD FLASHING.
TREATED WOOD BLOCKING
AND SHIMS
CONTINUOUS SEALANT
AND BACKER ROD
CONTINUOUS SEALANT
PRE FINISHED METAL CAP
TRIM/ FLASHING
THRU-WALL FLASHING - WRAP
UP WALL CONSTRUCTION AND
OVER TOP OF BLOCKING AND
HEAD FLASHING
2" CONTINUOUS RIGID INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING AND
COUNTER FLASHING
BATT INSULATION - PER STUD
THICKNESS
PRE FINISHED METAL
GRAVEL STOP
5/8" TREATED PLYWOOD SHEATHING
1 1/4" INSULATED GLAZING UNIT
STEEL MOUNTING BRACKET
BY CURTAINWALL PROVIDER.
VS-1 CURTAINWALL MULLION (5")
ALUMINUM EDGE CHANNEL BY
CURTAINWALL PROVIDER. CONCEAL
WITHIN DEPTH OF METAL PANEL
SYSTEM.
3 5/8" METAL STUD
FRAMING AS REQUIRED
FOR STRUCTURAL
INTEGRITY
2X TREATDED
WOOD
BLOCKING
AND SHIMS
9".
4"
1/
2
"
SECURITY CAMERA -
REFER TO
TECHNOLOGY
DRAWINGS
1ST FLOOR LEVEL
0"
CONTINUOUS
WATERPROOFING MEMBRANE
TERMINATION BAR
CONTINUOUS
WATERPROFING MEMBRANE
FLASHING. MINIMUM 6"
OVERLAP
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE
MAT.
2" RIGID INSULATION
PROTECTION BOARD
UNIT HEATER - COORDINATE
LOCATIONS OF CORE DRILLS
PRIOR TO INSTALLATION.
TREATED WOOD BLOCKING
CONTINUOUS PRE FINISHED
METAL SILL FLASHING
CONTINOUS PRE FINISHED
METAL COUNTER FLASHING
SILL.
SETTING BLOCKING AS
REQUIRED.
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS VS-1 SYSTEM
CHANNEL
CONTINUOUS SEALANT EACH
SIDE PER MANUFACTURE AND
SYSTEM RECOMMENDATIONS
CONTINUOUS HEAVY GAUGE
BREAK METAL CLOSURE.
WRAP AS REQUIRED TO
PREVENT OIL CANNING
CONTINUOUS SEALANT
CAST IN PLACE CONCRETE
FOUNDATION. - REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
VS-1 GLAZING SYSTEM
INSULATED GLAZING
1ST FLOOR LEVEL
0"
1' - 0"
AF
2" RIGID INSULATION
UNIT HEATER - COORDINATE
LOCATIONS OF CORE DRILLS
PRIOR TO INSTALLATION.TREATED WOOD BLOCKING
CONTINUOUS PRE FINISHED
METAL SILL FLASHING
CONTINOUS PRE FINISHED
METAL COUNTER FLASHING
SILL.
SETTING BLOCKING AS
REQUIRED.
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS VS-1 SYSTEM
CHANNEL
CONTINUOUS SEALANT EACH
SIDE PER MANUFACTURE AND
SYSTEM RECOMMENDATIONS
CONTINUOUS HEAVY GAUGE
BREAK METAL CLOSURE.
WRAP AS REQUIRED TO
PREVENT OIL CANNING
CONTINUOUS SEALANT
CAST IN PLACE CONCRETE
FOUNDATION. - REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
VS-1 GLAZING SYSTEM
INSULATED GLAZING
CAST IN PLACE INBED PLATE
- REFERENCE STRUCTURAL
AND COORDIATE W/ VS-1
ASSEMBLY
TERRAZZO FINISH -
REFERENCE FUTURE BID
PACKAGE
1/4" ISOLATION MATERIAL
CAST IN PLACE CONCRETE
FOOTING. - REFERENCE
STRUCTURAL DRAWINGS
1ST FLOOR LEVEL
0"
AF
2" RIGID CONTINUOUS RIGID
INSULATION.
COMPACTED FILL - REFERENCE
CIVIL DRAWINGS
COMPACTED GRANULAR BASE
DECORATIVE CONCRETE &
ASSOCIATED SUB SURFACE
MATERIAL - REFERENCE
LANDSCAPE DRAWINGSCONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS
1" RIGID INSULATION
ALUMINUM ENTRY DOOR
SYSTEM.
CONTINUOUS SEALANT AND
BACKER ROD
ALUMINUM THRESHOLD.
CONCRETE FOUNDATION -
REFERENCE
STRUCTURAL DRAWINGS
3 1/4"
1"
1' - 2 3/4"
3
CA
CAST IN PLACE CONCRETE
RETAINING WALL. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT.
2" CONTINUOUS RIGID
INSULATION PROTECTION
BOARD.
CONTINUOUS WATER STOP -
REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS WATER PROOFING
MEMBRANE SYSTEM WATER STOP.
COORDINATE EXACT
CONFIGURATION W/ WATER
PROOFING ASSEMBLY
CONTINUOUS WATER PROOFING
MEMBRANE SYSTEM WATER STOP.
COORDINATE EXACT
CONFIGURATION W/ WATER
PROOFING ASSEMBLY
CONTINUOUS WATER PROOFING
MEMBRANE FLASHING. MINIMUM 6"
OVERLAP.
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP
FOUNDATION DRAIN -
REFERENCE CIVIL DRAWINGS
AND SPECIFICATIONS.
COORDINATE W/
GEOTECHNICAL ENGINEER AND
WATERPROOFING ASSMEBLY
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
CONTINUOUS VERTICAL
WATERPROOFING
MEMBRANE W/ DRAINAGE
MAT
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A537
1 SECTION DETAIL
1" = 1'-0"A537
3 SECTION DETAIL
1" = 1'-0"A537
4 SECTION DETAIL
1 1/2" = 1'-0"A537
5 SECTION DETAIL
1 1/2" = 1'-0"A537
6 SECTION DETAIL
1 1/2" = 1'-0"A537
7 SECTION DETAIL
1 1/2" = 1'-0"A537
8 SECTION DETAIL
1 1/2" = 1'-0"A537
2 SECTION DETAIL
1
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
3Bid Package #3Date 3
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
6"
3/
4
"
2'
-
5
1
/
4
"
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
5/8" TREATED PLYWOOD SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
GRAVEL STOP.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD BLOCKING.
BATT INSULATION - PER
STUD THICKNESS
BENT PLATE OR ANGLE -
REFERENCE STRUCTURAL
DRAWINGS
6" METAL STUD FRAMING
CONTINUOUS SEALANT
PRE FINISHED METAL CAP
TRIM/ FLASHING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING AND
COUNTER FLASHING
PRE FINISHED METAL
GRAVEL STOP.
BACKER ROD AND
SEALANT.
EXTERIOR GYPSUM SHEATHING.
2 1/2" METAL STUD FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
5/8" PLYWOOD SHEATHING
PREFINISHED BRAKE
METAL TRIM.
TREATED WOOD
BLOCKING.
LIBRARY HIGH
CEILING
30' - 0"
CC
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
CONTINUOUS 5/8" TREATED PLYWOOD
SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
FULLY ADHERED MEMBRANE ROOF.
TERMINATE MEMBRANE UNDER
TERMINATION BAR.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD BLOCKING.
BATT INSULATION - PER
STUD THICKNESS
4" METAL STUD FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
EXTERIOR GYPSUM SHEATHING.
6" COLD FORMED METAL STUD
FRAMING - BRACE LATERALLY AS
REQUIRED
CUT LIMESTONE VENEER.
5/8" PLYWOOD SHEATHING
THRU WALL FLASHING.
COUNTERFLASHING AND
ROOF TERMINATION BAR.
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
PROVIDE 1 1/2" GAP
BETWEEN METAL PANEL
AND LIMESTONE VENEER
FOR AIRFLOW INTO CHASE.
PROVIDE 3/4" GAP BETWEEN
METAL PANEL AND CEILING
FOR AIRFLOW INTO CHASE.
6" METAL STUD BOX HEADER
BETWEEN STRUCTURAL STEEL
COLUMNS.
SUSPENDED GYPSUM CEILING
SYSTEM.
8"
9 1/4"
1
1
/
2
"
3/
4
"
1' - 9 1/2"
1' - 7 7/8"
1"
2'
-
4
"
5/
8
"
WALL TIES
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CC
STAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
TREATED WOOD
BLOCKING AND SHIMS AS
REQUIRED.
CUT LIMESTONE VENEER
STEEL BUILIDNG
STRUCTURE - REFERENCE
STRUCTURAL DRAWINGS
6" COLD FORMED METAL
STUD FRAMING - BRACE
LATERALLY TO DECIK
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
1 1/2"
1/4"2 1/2"
3 1/2"
STEEL ANGLE. REFERENCE
STRUCTURAL DRAWINGS.
STEEL FRAMING. REFERENCE
STRUCTURAL DRAWINGS.
SUSPENDED GYPSUM BOARD
CEILING SYSTEM.
CONCRETE SLAB. REFERENCE
STRUCTURAL DRAWINGS.
3 5/8" METAL STUD FRAMING.
GYPSUM BOARD FINISH.
2X6 HARDWOOD TRIM.
1/2" F REVEAL TRIM.
BACKER ROD AND
SEALANT.
WELD GLASS RAILING
SHOE TO FACE OF EDGE
ANGLE.
ALL-GLASS
RAILING SYSTEM.
7 1/2"
3'
-
6
"
1 1/4"
1
3
/
8
"
BRACE STUD FRAMING
BACK TO STRUCTURAL.
LOW-PROFILE STAINLESS
STEEL CAP RAILING.
3
3
5
/
8
"
2"
1"
1"
CONTINUOUS LIMESTONE CAP W/
SEALANT JOINTS. LENGTH OF
CAP SHALL BE 36"
CONTINUOUS DRIP
CONTINUOUS
STAINLESS STEEL
THRU WALL FLASHING
CONTINUOUS STAINLESS
STEEL THRU WALL FLASHING
ELECTRICAL BOX AND CONDUIT
INTEGRATED INTO WALL
CONSTRUCTION. COORDINATE W/
ELECTRICAL AND STRUCTURAL PRIOR
TO WALL CONSTRUCTION
CONTINUOUS SLOT CHANEL CUT
INTO LIMESTONE AT ELECTRICAL
BOX.
INTEGRAL COLORED SHOT
BLASTED SITE WALL -
REFERENCE STRUCTURAL AND
CIVIL DRAWINGS AND
SPECIFICATIONS
CONTINUOUS ROPE LIGHT AND
MOUNTING CLIPS.
FIELD VERIFY
11"
2"
1"3
5
/
8
"
2
1
/
2
"
1"
1"
2"
CONTINUOUS LIMESTONE CAP W/
SEALANT JOINTS. LENGTH OF
CAP SHALL BE 36"
CONTINUOUS DRIP
CONTINUOUS
STAINLESS STEEL
THRU WALL FLASHING
CONTINUOUS STAINLESS
STEEL THRU WALL FLASHING
ELECTRICAL BOX AND CONDUIT
INTIGRATED INTO WALL
CONSTRUCTION. COORDINATE W/
ELECTRICAL AND STRUCTURAL
PRIOR TO WALL CONSTRUCTION
CONTINUOUS SLOT CHANEL CUT
INTO LIMESTONE @ ELECTRICAL
BOX.
INTRIGAL COLORED SHOT
BLASTED SITE WALL -
REFERENCE STRUCTURAL AND
CIVIL DRAWINGS AND
SPECIFICATIONS
CONTINUOUS ROPE LITE AND
MOUNTING CLIPS.FIELD VERIFY
1' - 5 1/4"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
CE
CONTINUOUS PRE FINISHED METAL
FLASHING
CONTINUOUS TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
CONTINUOUS THRU-WALL FLASHING W/
WEEPS.
CONTINUOUS FLASHING AND COUNTER
FLASHING - WRAP OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
BATT INSULATION - FILL CAVITY
CONTINUOUS PRE FINISHED
METAL SILL FLASHING
CONTINUOUS SEALANT AND BACKER ROD
TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS THRU-WALL FLASHING W/ WEEPS.
LIMESTONE SILL W/ DRIP.
6" METAL STUD FRAMING -
BRACE LATERALLY AS
REQUIRED - REFERENCE
WALL TYPES.
WALL TIES
5/8" GYPSUM BOARD.
TREATED WOOD BLOCKING
AND SHIMS.
6" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER
3-5/8" METAL STUD FRAMING
@ 16" O.C. MIN.
CONTINUOUS SEALANT
5/8" GYPSUM BOARD
CONCRETE SLAB -
REFERENCE STRUCTURAL
DRAWINGS
6" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER - BRACE
LATERALLY AS REQUIRED.
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS.
6" METAL STUD FRAMING -
BRACE LATERALLY AS
REQUIRED
5/8" GYPSUM BOARD
STORE FRONT ASSEMBLY - REINFORCE
AND ANCHOR AS REQUIRED
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION SYSTEM
AND LATERAL BRACING
BATT INSULATION - PER
STUD THICKNESS
CUT LIMESTONE VENEER
CONTINUOUS THUR WALL FLASHING W/ WEEPS
CONTINUOUS VAPOR
BARRIER
CONTINUOUS AIR AND MOISTURE BARRIER -
WRAP AS REQUIRED FOR POSITIVE DRAINAGE
THRU WEEP HOLES
CUT LIMESTONE VENEER -
EXTEND 6" ABOVE CEILING
LIGHTING DEVICE - COORDINATE
GYPSUM BOARD FLANGE W/
MANUFACTURE - COORDINATE
ATTACHMENT AT VERTICAL WALL
PLANE W/ MFGR.
3
WALL TIE - TYPICAL
4"
6"
CE
TREATED WOOD
BLOCKING AND SHIMS
CONTINUOUS THRU-WALL
FLASHING W/ WEEPS.
6" METAL STUD FRAMING -
BRACE LATERALLY AS
REQUIRED - REFERENCE
WALL TYPES.
TREATED WOOD BLOCKING
AND SHIMS.
6" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER
3-5/8" METAL STUD FRAMING
@ 16" O.C. MIN.
CONTINUOUS SEALANT
5/8" GYPSUM BOARD
STORE FRONT ASSEMBLY -
REINFORCE AND ANCHOR
AS REQUIRED
LIMESTONE VENEER
2" RIGID INSULATION
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CONTINUOUS SEALANT
AND BACKER ROD
CONTINUOUS LAY-N CEILING GRID,
SUSPENSION SYSTEM AND PADS
BATT INSULATION - PER
STUD THICKNESS
METAL ANGLE - REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS VAPOR BARRIER
CONTINUOUS AIR AND MOISTURE
BARRIER.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
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3
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 : 6A538
1 METAL PANEL HEAD @ LIBRARY - LESS WIRE MESH
1 : 6A538
2 LIBRARY AT EVE - METAL PANEL - INTERIOR/ EXTERIOR
1 : 6A538
3 DOOR PORTAL HEAD CONDITION
1 1/2" = 1'-0"A538
4 TYPICAL SECTION AT LIBRARY RAILING
1 1/2" = 1'-0"A538
5 WALL CAP - SMALL
1 1/2" = 1'-0"A538
8 WALL CAP - LARGE
1 1/2" = 1'-0"A538
6 LIBRARY WALL TRANSITION AND SILL
1 1/2" = 1'-0"A538
7 LIBRARY WINDOW HEAD
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
LIBRARY HIGH
CEILING
30' - 0"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
CC
4 3/4"
9 1/4"9 3/8"
8"
6
1
/
4
"
ALUMINUM COMPOSITE
WALL PANEL, REVEAL AND
THERMAL SEPARATION.
5/8" TREATED PLYWOOD
SHEATHING.
STEEL FRAMING. REFERENCE
STRUCTURAL.
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION
BOARD.
FULLY ADHERED MEMBRANE
ROOF. TERMINATE MEMBRANE
UNDER TERMINATION BAR.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
TREATED WOOD BLOCKING.
BATT INSULATION - PER
STUD THICKNESS
2 1/2" METAL STUD FRAMING
2" CONTINUOUS RIGID
INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
EXTERIOR GYPSUM
SHEATHING.
6" COLD FORMED METAL STUD
FRAMING - BRACE LATERALLY AS
REQUIRED
CUT LIMESTONE VENEER.
5/8" TREATED PLYWOOD
SHEATHING
THRU WALL FLASHING.
COUNTERFLASHING AND
ROOF TERMINATION BAR.
STEEL COLUMN.
REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS SEALANT AND
BACKER ROD.
6" METAL STUD BOX HEADER
BETWEEN STRUCTURAL STEEL
COLUMNS.
SUSPENDED GYPSUM CEILING
SYSTEM.
WALL TIESCONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
STEEL ANGLE. REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.2" RIGID INSULATION.
ALUMINUM EDGE CHANNEL BY
CURTAINWALL SUPPLIER. TYPICAL
AT ENTIRE PERIMETER OF GLAZING.
LIBRARY EAST
ROOF STEP LOW
22' - 0"
CC
STEEL FRAMING.
REFERENCE
STRUCTURAL
DRAWINGS.
6" METAL STUD FRAMING.
1X HARDWOOD EDGE
2 LAYERS 3/4" PLYWOOD
CONTINUOUS WOOD
BLOCKING.
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
SUSPENDED GYPSUM
BOARD CEILING SYSTEM.
5/8" TREATED PLYWOOD SHEATHING.
BATT INSULATION. FULL DEPTH
OF STUD CAVITY.
CONTINUOUS WOOD BLOCKING.
8"
9 1/4"9 1/4"
1' - 6 1/2"
2'
-
0
"
1/
2
"
1
1
/
2
"
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
CD
CAST IN PLACE CONCRETE
FLOOR ON METAL DECK -
REFERENCE STRUCTURAL
DRAWINGS
STEEL FRAMING -
REFERENCE STRUCTRUAL
DRAWINGS
5/8" GYPSUM BOARD
6" COLD FORMED METAL
STUD FRAMING - BRACE
LATERALLY AS REQUIRED
BATT INSULATION - PER
STUD THICKNESS
8"
M
I
N
.
CONTINUOUS PRE FINISHED METAL
FLASHING
CONTINUOUS TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS.
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
CONTINUOUS THRU-WALL FLASHING W/
WEEPS.
CONTINUOUS FLASHING AND COUNTER
FLASHING - WRAP OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
CUT LIMESTONE VENEER
CONTINUOUS AIR AND MOISTURE BARRIER -
WRAP AS REQUIRED FOR POSITIVE DRAINAGE
THRU WEEP HOLES
EXTEND GYPSUM BOARD TO
DECK AND SEAL PENETRATIONS
WITH FIRE SEALANT
2
3 5/8" METAL STUDS - ANCHOR
AS REQUIRED FOR SUPPORT OF
CONTINUOUS BATT INSULATION
BATT INSULATION - FILL CAVITY
PROTECTION BOARD VERTICAL -
RUN VERTICAL
4" CMU AS REQUIRED.
2" CONTINUOUS RIGID
INSULATION
5/8" TREATED PLYWOOD
SHEATHING
PRE FINISHED WEEP VENTS
TYPICAL AT EACH VERTICAL JOINT
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
C2.5
CONTINUOUS PRE FINISHED METAL
FLASHING
CONTINUOUS TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
CONTINUOUS THRU-WALL FLASHING W/
WEEPS.
CONTINUOUS FLASHING AND COUNTER
FLASHING - WRAP OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
CUT LIMESTONE VENEER
CONTINUOUS AIR AND MOISTURE BARRIER -
WRAP AS REQUIRED FOR POSITIVE DRAINAGE
THRU WEEP HOLES
6"
M
I
N
.
STAINLESS STEEL STRAP
ANCHORS
5/8" TREATED PLYWOOD
SHEATHING
STAIR STRINGER
SEALANT
5/8" GYPSUM BOARD
ACOUSTICAL SOUND BATT INSULATION
6" COLD FORMED METAL
STUD FRAMING - BRACE
LATERALLY AS REQUIRED
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
FLOOR - REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS BENT PLATE -
REFERENCE STRUCTRUAL
DRAWINGS
6" COLD FORMED METAL
STUD FRAMING - BRACE
LATERALLY AS REQUIRED
BATT INSULATION - PER
STUD THICKNESS
SUSPENDED ACOUSTICAL CEILING
SYSTEM.
2
3 5/8" METAL STUDS - ANCHOR AS REQUIRED FOR
SUPPORT OF CONTINUOUS BATT INSULATION
BATT INSULATION - FILL CAVITY
PRE FINISHED WEEP VENTS
TYPICAL AT EACH VERTICAL JOINT
4" CMU AS REQUIRED
5/8" TREATED
PLYWOOD SHEATHING
2" CONTINUOUS RIGID
INSULATION
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
CD
CONTINUOUS PRE FINISHED METAL
FLASHING
CONTINUOUS TERMINATION BAR
ROOF PROTECTION BOARD
MEMBRANE FLASHING AND
COUNTER FLASHING
FULLY ADHERED MEMBRANE ROOF.
CONTINUOUS BENT PLATE -
REFERENCE STRUCTURAL
DRAWINGS.
6" MINIMUM RIGID INSULATION -
TAPER AS REQUIRED.
CONTINUOUS THRU-WALL FLASHING W/
WEEPS.
CONTINUOUS FLASHING AND COUNTER
FLASHING - WRAP OVER TOP OF THRU WALL
FLASHING AS REQUIRED FOR POSITIVE
DRAINAGE THRU WEEP HOLES.
CUT LIMESTONE VENEER
CONTINUOUS AIR AND MOISTURE BARRIER -
WRAP AS REQUIRED FOR POSITIVE DRAINAGE
THRU WEEP HOLES
WALL TIES
5/8" TREATED PLYWOOD SHEATHING
EXTEND GYPSUM BOARD TO
DECK AND SEAL
PENETRATIONS WITH FIRE
SEALANT
ACOUSTICAL SOUND BATT
INSULATION
6" COLD FORMED METAL
STUD FRAMING - BRACE
LATERALLY AS REQUIRED
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
FLOOR - REFERENCE
STRUCTURAL DRAWINGS
6" COLD FORMED METAL
STUD FRAMING - BRACE
LATERALLY AS REQUIRED
BATT INSULATION - PER
STUD THICKNESS
ACOUSTICAL PANEL CEILING
BATT INSULATION - FILL CAVITY
2
3 5/8" METAL STUDS - ANCHOR AS REQUIRED FOR
SUPPORT OF CONTINUOUS BATT INSULATION
PROTECTION BOARD VERTICAL -
RUN VERTICAL
PRE FINISHED WEEP VENTS
TYPICAL AT EACH VERTICAL JOINT
4" CMU AS REQUIRED
BATT INSULATION - PER STUD
THICKNESS
10
5
/
8
"
ACOUSTIC BATT INSULATION -
FILL CAVITY AS SHOWN
ACOUSTIC BATT INSULATION -
PER STUD THICKNESS
2 LAYERS OF 5/8" GYPSUM
BOARD
3 5/8" METAL STUD FRAMING @
24" O.C.
CONTINUOUS GYPSUM CEILING
SUSPENSION SYSTEM AND
LATERAL BRACING
5/8" GYPSUM BOARD
RESILIENT ACOUSTIC
CHANNEL W/ 5/8" GYPSUM
BOARD - DO NOT ATTACH
GYPSUM BOAR BACK TO
STEEL STUD FRAMING
3 5/8" METAL STUD FRAMING -
BRACE LATERALLY AS
REQUIRED FOR STRUCTURAL
INTEGRITY
NEOPRENE ISLOLATION AT
LENGTH OF STEEL BEAM
3 5/8" METAL STUD FRAMING -
BRACE LATERALLY AS
REQUIRED FOR STUCTURAL
INTEGRITY.
CONTINUOUS GYPSUM
CEILNG SUSPENSION
SYSTEM AND LATERAL
BRACING
5/8" GYPSUM BOARD
"V" REVEAL
CONTINUOUS TREATED WOOD
BLOCKING
ROOF CONSTRUCTION
METAL ROOF DECK -
REFERENCE STRUCTURAL
DRAWINGS.
STEEL JOIST -
REFERENCE
STRUCTURAL DRAWINGS
STEEL STRUCTURE -
REFERENCE STRUCTURAL
DRAWINGS.
LIGHTING - REFERENCE MEP
DRAWINGS.
5/8" GYPSUM BOARD
1/8" CONTINUOUS STEEL
PLATE
2X HARDWOOD TRIM.
HARDWOOD BLOCKING.
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION SYSTEM
AND LATERAL BRACING.
CONTINUOUS ACOUSTIC
BATT INSULATION - EACH
SIDE OF DECK
CONTINUOUS ACOUSTIC
SEALANT AND BACKER ROD
EACH SIDE
DB.8
CONTINUOUS ACOUSTIC SEALANT
AND BACKER ROD EACH SIDE
ACOUSTIC BATT INSULATION -
FILL CAVITY AS SHOWN
ACOUSTIC BATT INSULATION -
PER STUD THICKNESS
2 LAYERS OF 5/8" GYPSUM
BOARD
3 5/8" METAL STUD FRAMING @
24" O.C.
5/8" GYPSUM BOARD
RESILIENT ACOUSTIC
CHANNEL W/ 5/8" GYPSUM
BOARD - DO NOT ATTACH
GYPSUM BOAR BACK TO
STEEL STUD FRAMING
5/8" GYPSUM BOARD
METAL ROOF DECK -
REFERENCE STRUCTURAL
DRAWINGS.
STEEL JOIST - REFERENCE
STRUCTURAL DRAWINGS.
STEEL STRUCTURE -
REFERENCE STRUCTURAL
DRAWINGS.
2X TREATED WOOD BLOCKING
ROOF CONSTRUCTION
CONTINUOUS 1/8" STEEL
PLATE
CONTINUOUS ACOUSTIC SEALANT
AND BACKER ROD EACH SIDE
CONTINUOUS ACOUSTIC
BATT INSULATION - EACH
SIDE OF DECK
CONTINUOUS ACOUSTIC
SEALANT
ACOUSTIC BATT INSULATION -
PER STUD THICKNESS
RESILIENT ACOUSTIC
CHANNEL W/ 2 LAYERS OF 5/8"
GYPSUM BOARD - DO NOT
ATTACH GYPSUM BOAR BACK
TO STEEL STUD FRAMING
ROOF CONSTRUCTION
5/8" GYPSUM BOARD
METAL ROOF DECK -
REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS ACOUSTIC
SEALANT
ACOUSTIC INSULATION
CONTINUOUS MINERAL
FIBER BOARD BETWEEN
RESILIENT ACOUSTIC
CHANNELS
1/8" CONTINUOUS STEEL
PLATE
CONTINUOUS
DEFLECTION TRACK
CONTINUOUS ACOUSTIC BATT
INSULATION - EACH SIDE OF
DECK
D5
DOOR TRACK - ANCHOR TO
BUILDING STRUCTURE AS
REQUIRED FOR STRUCTURAL
INTEGRITY OF ENTIRE
ASSEMBLY
CONTINUOUS J MOLD
5/8" GYPSUM BOARD
SHEATHING
STAINED HARDWOOD TRIM
PAINTED HARDWOOD
REVEALSTAINED HARDWOOD TRIM
STAINED HARDWOOD
VENEER PLYWOOD
PAINTED HARDWOOD
REVEAL
CONTINUOUS GYPSUM
CEILING, ASSOCIATED
SUSPENSION SYSTEM
AND LATERAL BRACING.
COLD FORMED METAL
STUD FRAMING AND BOX
HEADER.
3-5/8" METAL STUD
FRAMING - BRACE
LATERALLY AS REQUIRED
CONTINUOUS 2X TREATED
WOOD BLOCKING
2 X 12 TREATED STRUCTURE
7/8" FURRING CHANNEL
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
STEEL STRUCTURE - REFERENCE
STRUCTURAL DRAWINGS.
BATT INSULATION - FILL CAVITY
5/8" GYPSUM BOARD
3/4" TREATED PLYWOOD SHEATHING
TREATED PLYWOOD SHEATHING
COLD FORMED METAL STUD
FRAMING AND BOX HEADER
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS.
DOOR TRACK - ANCHOR TO
BUILDING STRUCTURE AS
REQUIRED FOR STRUCTURAL
INTEGRITY OF ENTIRE
ASSEMBLY
2 X 12 TREATED STRUCTURE
CONTINUOUS GYPSUM
CEILING, ASSOCIATED
SUSPENSION SYSTEM
AND LATERAL BRACING.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
3
:
3
0
A
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C:
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4
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2
2
-
0
0
7
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7
2
9
2
0
1
5
.
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A539
LI
B
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SECTION DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A539
2 SECTION DETAIL
1 1/2" = 1'-0"A539
3 SECTION DETAIL
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
2Addendum #207/20/2015
3Bid Package #3Date 3
1 1/2" = 1'-0"A539
4 ENLARGED ROOF EDGE DETAIL
1 1/2" = 1'-0"A539
5 ENLARGED ROOF EDGE DETAIL
1 1/2" = 1'-0"A539
1 ENLARGED ROOF EDGE DETAIL
1
REMOVAL OF PREVIOUS
DETAIL SHOWN HERE -
REPLACED W/
ADDENDUM #02 DETAIL
1" = 1'-0"A539
6 Callout of BS003 - Longitudinal Thru Hospitality
1" = 1'-0"A539
7 ENLARGED DETAIL - TOP OF WALL
1" = 1'-0"A539
8 ENLARGED DETAIL - TOP OF WALL
1 1/2" = 1'-0"A539
9 POCKET DOOR HEAD DETAIL - GREAT HALL
3
1" = 1'-0"A539
10 POCKET DOOR HEAD DETAIL - DINING
3
3
3
3
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
A540
4
PAINTED METAL TREAD
PANS
LIGHT WEIGHT CONCRETE
TOPPING
THICKENED CONCRETE SLAB -
REFERENCE STRUCTURAL DRAWINGS.
1 1/2" PAINTED STEEL
TUBING - DIVIDE
EVENLY UP STRINGER
AS REQUIRED FOR
STRUCTURAL
INTEGRITY.
12"X2" PAINTED BOX STRINGER -
TYPICAL ALL VISIBLE STRINGERS.
BA BA.6
RETURN
HANDRAIL TO
END POST AT
GUARDRAIL
3'
-
0
"
3 3/4" TYP.
1"
TREAD (TYP.)
11"
LANDING 6' - 4"
3'
-
6
"
RISER (TYP.)
6 7/8"
3 3/8"
A530
3 Sim
A530
4 Sim
1 1/2" PAINTED
TUBE STEEL
GUARDRAIL AT
42" A.F.F.
1/2" SQUARE
PAINTED STEEL
PICKETS
1 1/2" STAINLESS
STEEL HANDRAIL
WALL MOUNTED
HANDRAIL
BEYOND
GYPSUM BOARD
BULKHEAD AND
WINDOW POCKET
1' - 4"
1"
4' - 6 3/8"
2"
ALIGN GYPSUM
BOARD CONTROL
JOINT WITH FLOOR
LINE - TYP. BOTH
SIDES OF STAIR
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
A540
5
5/8" GYPSUM CLOSURE WITH 1/2"
"Z" REVEAL
PAINTED FLAT BLACK.
ENCLOSE BOTTOM OF STAIR
COMPLETE TO UNDER SIDE OF
STRINGER
B4.3 B4.8
3 3/8"
3' - 6"
3' - 0"
1"
1 1/2" PAINTED
TUBE STEEL
GUARDRAIL
1/2" SQUARE
PAINTED STEEL
PICKETS
RETURN HANDRAIL
TO FACE OF
GUARDRAIL
1' - 0"
RETURN
HANDRAIL TO
END POST AT
GUARDRAIL
RETURN
HANDRAIL TO
WALL AS
INDICATED
LANDING 6' - 4"
2ND FLOOR LEVEL
12' - 8"
3' - 6"
2"
1' - 0"
1 1/2" PAINTED
STEEL GUARD RAIL
TUBING
1/2" SQUARE PAINTED
STEEL BAR STOCK
PICKETS - DIVIDE
EVENLY
3 3/8"
1/2" "Z" REVEAL PAINT
FLAT BLACK
5/8" GYPSUM BOARD
1"
12"X2" PAINTED BOX
STRINGER
EDGE ANGLE - REFERENCE
STRUCTURAL DRAWINGS
3' - 0"
3 5/8" METAL STUD
FRAMING @ 16" O.C.
LAY-IN CEILING GRID, PADS
AND SUSPENSION SYSTEM
3 15/16" MAX SPACING
1 1/2" STAINLESS
STEEL HANDRAIL
1 1/2"
1 1/2" STAINLESS STEEL
HANDRAIL
1/2"X1/2" METAL PAINTED
METAL BAR STOCK
2X TREATED WOOD
BLOCKING
3 " DIA. X 1/4"
PAINTED PLATE
METAL SUPPORT
STRAPPING
3' - 0"
06 - OFFICE 2ND
FLOOR
15' - 0"
B4.8
1ST FLOOR LEVEL
0"
3 5/8" METAL STUD FRAMING
5/8" GYPSUM BOARD SHEATHING
5/8" GYPSUM BOARD SHEATHING
1/2" "Z" REVEAL PAINTED FLAT BLACK
BASE - REFERENCE FINISH DRAWINGS
BA
3' - 0"
3' - 6"
RISER (T
YP.)
6 7/8"
TREADS (TYP.)
11"
1"
LANDING 6' - 4"
1 1/2" STAINLESS
STEEL HANDRAIL
1 1/2" PAINTED
STEEL
GUARDRAIL
1/2" SQUARE
PAINTED STEEL
PICKETS
RETURN HANDRAIL
TO END POST AT
GUARDRAIL
3 3/4" TYP.
1 1/2" PAINTED
STEEL TUBING -
CENTER ON
STRINGER
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
3
:
5
0
A
M
C:
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4
5
2
2
-
0
0
7
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F
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T
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7
2
9
2
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A540
LI
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F
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STAIR SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A540
1 STAIR SECTION
1/2" = 1'-0"A540
2 STAIR SECTION
1" = 1'-0"A540
4 T.O. STAIR SECTION
3" = 1'-0"A540
5 TYPICAL HANDRAIL DETAIL
1/2" = 1'-0"A540
3 STAIR SECTION
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
A541
3
LIBRARY EAST
ROOF STEP 14
11' - 6"
C3.1C2.5 C3.5
LANDING -5' - 9 1/2"
LANDING 9' - 1 1/2"
1 1/2" MINIMUM RIGID
INSULATION
11
1
/
4
"
9'
-
1
1
"
C014B
5/8" GYPSUM
BOARD BULKHEAD
ON 3 5/8" METAL
STUDS - BRACE
LATERALLY AS
REQUIRED.
ALIGN BULKHEAD AT
FACE OF 12"X2"
PAINTED TUBED OR
BOXED PLATE
STRINGER BEYOND
5/8" GYPSUM BOARD
SOFFIT AND
ASSOCIATED
TREATED WOOD
BLOCKING AND METAL
STUD FRAMING AS
REQUIRED.
5/8" GYPSUM BOARD
CLOSURE ON THE UNDER
SIDE OF STAIR RUN
LINE OF TRIM BEYOND
TYP.
GU
A
R
D
R
A
I
L
3'
-
6
"
GU
A
R
D
R
A
I
L
3'
-
6
"
H
A
N
D
R
A
I
L
3'
-
0
"
1' - 0"
1' - 0"
1' - 0"
WALL
MOUNTED
HANDRAIL
BEYOND
WALL MOUNTED
HANDRAIL BEYOND
RETURN HANDRAIL TO
END POST ON GUARDRAIL
OPEN BEYOND
OPEN BEYOND
C
E
I
L
I
N
G
8'
-
1
0
"
RI
S
E
R
(
T
Y
P
.
)
6
7
/
8
"
TREAD (TYP.)
11"1"
CONCRETE BEAM -
REFERENCE
STRUCTURAL -
EXTEND WALL
CONSTRUCTION TO
BEAM AND SEAL
JOINST W/ FIRE
SEALANT
FILL GAPS IN
STEEL
DECKING WITH
FIRE SEALANTA541
2
A543
3 Sim
4"
4"
1 1/2" METAL STUD
FURRING @ 16" O.C.
W/ TREATED WOOD
SHIMS.
CONTINUOUS
WATERPROOFING
MEMBRANE
SYSTEM WITH
DRAINAGE MAT
2" CONTINUOUS
RIGID INSULATION
PROTECTION
BOARD
CAST IN PLACE
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS.
CONTINUOUS BLIND SIDE MEMBRANE
WATER PROOFING ASSEMBLY
FOUNDATION DRAIN - REFERENCE
CIVIL DRAWINGS AND
SPECIFICATIONS. COORDINATE
W/ GEOTECHNICAL ENGINEER AND
WATERPROOFING ASSEMBLY
A537
2 Sim
2' - 11 3/8"
2' - 11 3/8"
CAST IN PLACE
CONCRETE
FOUNDATION -
REFERENCE
STRUCTURAL
DRAWINGS.
CAST IN PLACE
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS -
CONTINUOUS
GYPSUM CEILING
ASSOCIATED
SYSPENSION
SYSTEM AND
LATERAL BRACING
CONTINUOUS
GYPSUM CEILING
ASSOCIATED
SYSPENSION
SYSTEM AND
LATERAL BRACING
A533
5 Sim
CAST IN PLACE
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS
CAST IN PLACE
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS
STEEL FRAMING -
REFER TO
STRUCTURAL
DRAWINGS
STEEL FRAMING -
REFERENCE
STRUCTURAL
DRAWINGS
STEEL FRAMING -
REFERENCE
STRUCTURAL
DRAWINGS
CAST IN PLACE
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS
A539
5
CONTINUOUS AIR AND
MOISTURE BARRIER.
LIMESTONE VENEER
2" CONTINUOUS RIGID
INSULATION
1 1/2" AIR SPACE - MIN.
STAINLESS STEEL
STRAP ANCHORS
5/8" TREATED PLYWOOD
SHEATHING
PRE FINISHED WEEP VENTS
TYPICAL AT EACH VERTICAL JOINT
STAINLESS STEEL THRU -WALL
FLASHING. GROUT SOLID
UNDER FLASHING
CONTINUOUS
VAPOR BARRIER -
TO SLAB EDGE
BELOW
5/8" GYPSUM
BOARD CLOSURE
ON THE UNDER
SIDE OF STAIR RUN
6" COLD FORMED METAL
STUD FRAMING
LIMESTONE VENEER
5/8" TREATED PLYWOOD
SHEATHING
6" COLD FORMED METAL
STUD FRAMING
STAINLESS STEEL STRAP
ANCHORS
BATT INSULATION -
PER STUD
THICKNESS
BATT INSULATION - PER
STUD THICKNESS
A536
1 Sim
1-1/4" X 1-1/4" SQUARE TUBED
STEEL OR PAINTED BAR
STOCK.
1-1/4" X 1-1/4" PAINTED SQUARE
TUBED STEEL
OR PAINTED BAR STOCK.
CONTINUOUS 1/2"X1/2"
SQUARE PAINTED
BAR STOCK
12"X 2" PAINTED TUBED OR
BOXED STRINGER
PLATE STRINGER.
LIGHTWEIGHT CONCRETE TOPING.
CONTINUOUS CARPET STAIRS -
REFERENCE FINISH DRAWINGS.
5/8" GYPSUM BOARD W/ "Z" REVEALS
PAINTED FLAT BLACK AT STRINGER
TRANSITIONS.
CONTINUOUS 1 1/2" STAINLESS STEEL
HANDRAIL
1-1/4" X 1-1/4" PAINTED SQUARE
TUBED STEEL
OR PAINTED BAR STOCK. -
BEYOND HANDRAIL
GU
A
R
D
R
A
I
L
3'
-
6
"
H
A
N
D
R
A
I
L
3'
-
0
"
3 3/8"
3.75" TYP.
4 3/8" MAX.
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
GREAT HALL ROOF
11' - 6"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
CD CC
A521
2 Sim
1" SHAFT LINER ON 20 GA.
2 1/2" METAL STUDS W/
(1) LAYER 5/8" GYPSUM
BOARD ON LIBRARY SIDE.
1 HOUR HORIZONTAL F.R.
ASSEMBLY - 1" SHAFT
LINER ON 20 GA. 2 1/2"
METAL STUDS W/ (1)
LAYER 5/8" GYPSUM -
HOLD TIGHT TO
STRUCTURAL BEAM
LIMESTONE VENEER
1/2" AIR SPACE
5/8" TREATED PLYWOOD
SHEATHING
6" COLD FORMED METAL
STUD FRAMING
PROVIDE FIRE SEALANT
AT FLOOR AND DECK
1" SHAFT LINER ON 20
GA. 2 1/2" METAL STUDS
W/ (1) LAYER 5/8"
GYPSUM BOARD - HOLD
TIGHT TO CONCRETE
COLUMN
MECHANICAL DUCTWORK
- REFERENCE MEP
DRAWINGS
FIRE DAMPER
LANDING -5' - 9 1/2"
LANDING 9' - 1 1/2"
PROVIDE FIRE
CAULKING AT
FLOOR AND DECK
5/8" GYPSUM
BOARD ON 3 5/8"
METAL STUDS
LINE OF WALL
BEYOND
UNDER STAIR
5/8" GYPSUM
CLOSURE WITH
1/2" "Z" REVEAL
PAINTED FLAT
BLACK.
5/8" GYPSUM
CLOSURE WITH
1/2" "Z" REVEAL
PAINTED FLAT
BLACK.
WA
L
L
U
N
D
E
R
S
T
A
I
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7'
-
0
"
LANDING 20' - 10"
CLEAR
3' - 4"
FIRE DAMPER
ALIGN STUDS AT
FLOOR EDGE TO
PERMIT GYPSUM
BOARD TO RUN
PAST
5/8" GYPSUM
BOARD
A541
5 12"X2" PAINTED
TUBED OR BOXED
PLATE STRINGER
12"X2" PAINTED
TUBED OR BOXED
PLATE STRINGER CONTINUOUS
1/2"X1/2" SQUARE
PAINTED
BAR STOCK
CONTINUOUS
1/2"X1/2" SQUARE
PAINTED
BAR STOCK
1 1/2". MIN
1 1/2" MIN TYP.
BATT INSULATION
- PER STUD
THICKNESS
BATT INSULATION -
PER STUD
THICKNESS - AS
REQUIRED TO
PREVENT
THERMAL SHORT
3 5/8" METAL STUD
FRAMING
CONTINUOUS BLIND SIDE
MEMBRANE WATER
PROOFING ASSEMBLY
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS -
CONTINUOUS
GYPSUM CEILING
ASSOCIATED
SYSPENSION
SYSTEM AND
LATERAL BRACING
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS
STEEL FRAMING -
REFERENCE
STRUCTURAL
DRAWINGS
A534
8 Sim
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS
CONCRETE FRAMING -
REFERENCE STRUCTURAL
DRAWINGS
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS
A539
4
CONTINUOUS AIR AND
MOISTURE BARRIER.
6" COLD FORMED METAL
STUD FRAMING
2" CONTINUOUS RIGID
INSULATION
1 1/2" AIR SPACE - MIN.
STAINLESS STEEL
STRAP ANCHORS
5/8" TREATED PLYWOOD
SHEATHING
PRE FINISHED WEEP VENTS
TYPICAL AT EACH VERTICAL JOINT
STAINLESS STEEL THRU -WALL
FLASHING. GROUT SOLID
UNDER FLASHING
CONTINUOUS VAPOR
BARRIER - TO SLAB
EDGE BELOW
STAINLESS STEEL
STRAP ANCHORS
LIMESTONE VENEER
6" COLD FORMED METAL
STUD FRAMING
BATT INSULATION -
PER STUD
THICKNESS
6" METAL STUD
FRAMING
6" METAL STUD
FRAMING
6" METAL STUD
FRAMING
1ST FLOOR LEVEL
0"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
12"X 2" PAINTED TUBED OR
BOXED STRINGER
PLATE STRINGER.
LIGHTWEIGHT CONCRETE TOPING.
CONTINUOUS CARPET STAIRS -
REFERENCE FINISH DRAWINGS.
5/8" GYPSUM
BOARD W/ "Z"
REVEALS PAINTED
FLAT BLACK AT
STRINGER
TRANSITIONS.
F.R. TREATED WOOD BLOCKING
CONCRETE ON METAL DECK
FLOOR EDGE ANGLE
5/8" GYPSUM BOARD
BULKHEAD - ALIGN WITH
EDGE OF FLOOR ANGLE
AND PROVIDE "Z" REVEAL
PAINTED FLAT BLACK
SQUARE OFF STAIR
SRINGER AT BOTTOM OF
EDGE ANGLE AND
RETURN GYPSUM BOARD
FOR SMOOTH
TRANSITION W/
ADJACENT ASSEMBLIES
STEEL BEAM - REFERENCE
STRUCTURAL DRAWINGS
3 5/8" METAL STUD FRAMING
2
3
3
/
8
"
2"
3'
-
6
"
5/8" GYPSUM BOARD -
ALIGN GYPSUM BOARD
AT B.O. STRINGER
"Z" REVEAL PAINTED
FLAT BLACK
1-1/4" X 1-1/4" SQUARE TUBED
STEEL OR PAINTED BAR
STOCK.
1-1/4" X 1-1/4" PAINTED SQUARE
TUBED STEEL
OR PAINTED BAR STOCK.
CONTINUOUS 1/2"X1/2"
SQUARE PAINTED
BAR STOCK
12"X 2" PAINTED TUBED OR
BOXED STRINGER
PLATE STRINGER.
CONTINUOUS 1 1/2" STAINLESS STEEL
HANDRAIL AND SUPPORT BRACKET
3'
-
0
"
STAIR TREAD
2
1/2"x1/2" METAL PAINTED BAR STOCK.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
4
:
0
4
A
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2
-
0
0
7
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_
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0
7
2
9
2
0
1
5
.
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t
A541
LI
B
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F
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STAIR SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A541
1 SOUTH LIBRARY STAIR SECTION
NOTE:
THIS SECTION TYPICAL FOR ENTIRE STAIR
FROM BASMENT TO SECOND LEVEL OF BUILDING.
1" = 1'-0"A541
3 TYPICAL GUARDRAIL DETAIL AT LIBRARY STAIRS
1/2" = 1'-0"A541
4 SOUTH LIBRARY STAIR SECTION
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
2Addendum #207/20/2015
1
1" = 1'-0"A541
2 FLOOR EDGE DETAIL
1" = 1'-0"A541
5 STRINGER/GUARDRAIL DETAIL
TYP.
22
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
DECORATIVE WALL - PROVIDE
CONTINUOUS TREATED
PLYWOOD BLOCKING FROM
STAIR TO CEILING
5/8" GYPSUM BULKHEAD AND
COFFER.
TEMPERED/ FROSTED
SAFETY GLAZING W/
BRUSHED STAINLESS
STEEL MOUNTING CLIPS.
12"X 2" PAINTED TUBED OR
BOXED STRINGER PLATE
STRINGER.
CONTINUOUS STEEL
PAN W/ LIGHT WEIGHT
TOPING CARPET
STAIRS - REFERENCE
FINISH DRAWINGS.
5/8" GYPSUM BOARD W/
"Z" REVEALS PAINTED
FLAT BLACK AT
STRINGER TRANSITIONS.
CONTINUOUS 1
1/2"STAINLESS STEEL
HANDRAIL. TYP.
3/8" NOMINAL TERRAZZO
DECORATIVE WALL -
PROVIDE CONTINUOUS
TREATED PLYWOOD
BLOCKING FROM STAIR
TO CEILING
1 1/2" BRUSHED
STAINLESS STEEL
VERTICAL POSTS -
SECURE TO STRINGERS
BELOW - CENTER POST
ON STAIR RUN AS
INDICATED
3'
-
0
"
1
'
-
0
"
2
"
CONTINUOUS 1 1/2"
STAINLESS STEEL
HANDRAIL, BRACKETS
AND HARDWARE. TYP.
CONTINOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL
BRACING
1 1/2" BRUSHED
STAINLESS
GUARDRAIL
3
"
1 1/2"
3
"
1 1/2"
H
A
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D
R
A
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3'
-
0
"
GU
A
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A
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3'
-
6
"
A542
5 Sim
4"8 5/8"8 5/8"
B.O.
BULKHEAD
7' - 2"
1' - 0"
HANDRAIL
3' - 0"
LANDING 4' - 3 1/2"
PRECAST TERRAZZO TREAD AND
RISER ASSEMBLY W/ INTEGRAL
ABRASIVE INSERTS SET IN MOTAR BED.
6 3/4"
11"1"
1/2" VERTICAL GYPSUM BOARD
REVEAL - ALIGN WITH EDGE OF
STAIR RUN TOP AND BOTTOM -
PAINT SAME AS ADJACENT WALL
1/2" GYPSUM BOARD
REVEAL - ALIGN WITH
SECOND FLOOR LEVEL -
PAINT SAME AS
ADJACENT WALL
PRECAST TERRAZZO TREAD AND
RISER ASSEMBLY W/ INTEGRAL
ABRASIVE INSERTS SET IN MOTAR BED.
3/8" NOMINAL TERRAZZO
CONTINUOUS STAINLESS STEEL
HANDRAIL. SLEEVE AND ANCHOR FLOOR -
POUR TERRAZZO AROUND FOR SEAMLESS ASETHETIC
11"
1"1 1/2"
3' - 0"
3' - 0"
1' - 2"
11"
GYP. CEI
LING
9' - 0"
A522
6
B1
B1.6
9"
CONTINUOUS
SEALANT
INSTALL EXTRA LAYER
OF 5/8" GYPSUM
BOARD AND TREATED
WOOD FURRING AS
REQUIRED TO
ACCOMMODATE
TOLERANCE OF STAIR
TREATED WOOD
BLOCKING AS
REQUIRED FOR HAND
RAIL MOUNTING
ENCAPSULATE BEAM
AS SHOWN.
ENCAPSULATE W/ 2
LAYERS OF GYPSUM
BOARD ALL AROUND
AND FIRE SEALANT AT
FIRE RATED WALLS
BEYOND.
1/2" GYPSUM BOARD
REVEAL - ALIGN WITH
SECOND FLOOR LEVEL -
PAINT SAME AS
ADJACENT WALL
1/2" VERTICAL GYPSUM
BOARD REVEAL - ALIGN
WITH EDGE OF WALL
BELOW - PAINT SAME
AS ADJACENT WALL
OPEN
OPENING/HEAD
7' - 4"
HANDRAIL
3' - 0"
TEMPERED/
FROSTED SAFETY
GLAZING W/
BRUSHED
STAINLESS STEEL
MOUNTING CLIPS.
3
"
1 1/2"3
"
1 1/2"
RETURN
HANDRAIL TO
FLOOR W/ SLEEVE
AND ANCHOR
6 3/4"
11"1"
A517
3 Sim
3
1ST FLOOR LEVEL
0"
1"
3/8"
11"
3' - 0"
3' - 0"
1' - 2"
1' - 0"
3' - 0"
STAINLESS STEEL
HANDRAIL, BRACKETS
AND HARDWARE. TYP.
PRE-CAST TERRAZZO
TREADS/ RISERS SET IN
GROUT BED.
CONTINUOUS METAL
TRANSITION STRIP
3/8" NOMINAL TERRAZZO
PRECAST TERRAZZO TREAD AND
RISER ASSEMBLY W/ INTEGRAL
ABRASIVE INSERTS SET IN MOTAR BED.
3/8" NOMINAL TERRAZZO
CONCRETE SLAB - REFERENCE
STRUCTURAL DRAWINGS.
CONCRETE STOOP - REFERENCE
STRUCTURAL DRAWINGS.
LANDING 1' - 6"
5/8" TYPE X GYPSUM
SHEATHING - PART OF FIRE
RATING
5/8" GYPSUM SHEATHING
INSTALL TREATED WOOD
FURRING ONLY AS REQUIRED.
CONTINUOUS SEALANT
12"X 2" PAINTED TUBED OR
BOXED STRINGER PLATE STRINGER.
CONCRETE STOOP -
REFERENCE STRUCTURAL
DRAWINGS.
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS FIRE RATED
SEALANT AS REQUIRED.
CONTINUOUS FIRE RATED
SEALANT AS REQUIRED.
5/8" TYPE X GYPSUM
SHEATHING - PART OF FIRE
RATING
12"X 2" PAINTED TUBED OR
BOXED STRINGER PLATE STRINGER. -
ENCAPSULATE IN WALL CONSTRUCTION
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS.
CONTINUOUS FIRE RATED SEALANT
AS REQUIRED AT TRANSITION
AROUND STAIR PANS
CONTINUOUS SEALANT AROUND
TRANSITION OF PRE-CAST
METAL PANS. WIDTH OF METAL
PANS TO EXTEND FROM FACE
OF FINISHED WALL TO FACE OF
FINISHED WALL.
CONTINUOUS FIRE RATED
SEALANT AS REQUIRED AT
TRANSITION AROUND STAIR
PANS
B1
1/2" VERTICAL
GYPSUM BOARD
REVEAL - ALIGN
WITH EDGE OF
WALL BELOW -
PAINT SAME AS
ADJACENT WALL
OPEN
5/8" GYPSUM BOARD W/
"Z" REVEALS PAINTED
FLAT BLACK AT
STRINGER TRANSITIONS.
GYP. CEILING
9' - 0"
OPENING/HEAD
7' - 4"
OPEN
TEMPERED/ FROSTED
SAFETY GLAZING W/
BRUSHED STAINLESS
STEEL MOUNTING CLIPS.
1 1/2" BRUSHED
STAINLESS GUARDRAIL
3
"
1 1/2"
1 1/2"
3
"
CONTINUOUS 1 1/2"
STAINLESS STEEL
HANDRAIL - EXTEND TO
END OF GUARDRAIL AND
RETURN TO POST
LINE OF WALL BEYOND
6 3/4"
11"1"
6"1".
11"
PRECAST TERRAZZO TREAD AND
RISER ASSEMBLY W/ INTEGRAL
ABRASIVE INSERTS SET IN MOTAR BED.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
4
:
2
0
A
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2
-
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9
2
0
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A542
LI
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F
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STAIR SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A542
1 STAIR B133 - SECTION
1/2" = 1'-0"A542
4 INTERMEDIATE HANDRAIL
1/2" = 1'-0"A542
2 STAIR B133 - SECTION
1/2" = 1'-0"A542
5 STAIR SECTION
1 1/2" = 1'-0"A542
6 STAIR STRINGER DETAIL
1 1/2" = 1'-0"A542
7 STAIR STRINGER DETAIL
1/2" = 1'-0"A542
3 STAIR B133 - SECTION
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
2
A543C7.9 C8.5
LANDING 9' - 1 1/2"
H
A
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D
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A
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L
3'
-
0
"
GU
A
R
D
R
A
I
L
3'
-
6
"
1' - 0"
WALL MOUNTED
HANDRAIL BEYOND
RI
S
E
R
(
T
Y
P
.
)
6
7
/
8
"
TREAD (TYP.)
11"
1"
LANDING 20' - 10"
CONTINUOUS
GYPSUM CEILING
ASSOCIATED
SYSPENSION SYSTEM
AND LATERAL
BRACING
LANDING -10' - 11 1/4"
CONTINUE HANDRAIL
FOR ENTIRE LENGTH
OF GUARDRAIL
A541
3 Sim
7'
-
0
"
A543
3
A610
17 Sim
A610
22 Sim
A541
2 Sim
A543
4
VE
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W
/
S
T
A
I
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C
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E
A
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A
N
C
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12
'
-
9
1
/
4
"
.
STAIR ASSEMBLY BEYOND SHOWN FOR
CLARITY ONLY - ASSEMBLY WOULD BE
HIDDEN BASED ON LOCATION OF
SECTION CUT AND WALL CLOSURE
UNDER STAIR.
FINSHED BULKHEAD
ASSEMBLY BEYOND W/ "V"
REVEAL AT EACH JAMB.
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL
BRACING.
15' - 5 1/2"
15' - 5 1/2"
CONTINUOUS BLIND SIDE MEMBRANE
WATER PROOFING ASSEMBLY
CAST IN PLACE CONCRETE
SLAB. REFERENCE
STRUCTURAL DRAWINGS.
FOUNDATION DRAIN - REFERENCE
CIVIL DRAWINGS AND
SPECIFICATIONS. COORDINATE
W/ GEOTECHNICAL ENGINEER AND
WATERPROOFING ASSMEBLY
CONTINUOUS WATER PROOFING
MEMBRANE SYSTEM WATER STOP.
COORDINATE EXACT CONFIGURATION
W/ WATER PROOFING ASSEMBLY
A537
2 Sim
CONTINUOUS
GYPSUM CEILING
ASSOCIATED
SYSPENSION SYSTEM
AND LATERAL
BRACING
A533
5 Sim
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS
CONTINUAL WATERPROOFING
SYSTEM W/ DRAINAGE MAT
CAST IN PLACE CONCRETE
FOUNDATION - REFERNCE
STRUCTURAL DRAWINGS
CONTINUOUS AIR AND
MOISTURE BARRIER.
5/8" TREATED PLYWOOD
SHEATHING
2" CONTINUOUS RIGID
INSULATION
1 1/2" AIR SPACE - MIN.
STAINLESS STEEL
STRAP ANCHORS
PRE FINISHED WEEP VENTS
TYPICAL AT EACH VERTICAL JOINT
STAINLESS STEEL THRU -WALL
FLASHING.
5/8" GYPSUM BOARD SOFFIT
AND ASSOCIATED TREATED
WOOD BLOCKING AND
METAL STUD FRAMING AS
REQUIRED.
5/8" GYPSUM BOARD SOFFIT AND
ASSOCIATED TREATED WOOD
BLOCKING AND METAL STUD
FRAMING AS REQUIRED.
5/8" GYPSUM BOARD CLOSURE
ON THE UNDERSIDE OF STAIR
RUN
5/8" GYPSUM BOARD CLOSURE
ON THE UNDERSIDE OF STAIR
RUN
LIMESTONE VENEER
6" COLD FORMED METAL
STUD FRAMING
2" CONTINUOUS RIGID INSULATION
PROTECTION BOARD
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY ROOF
31' - 10"
LIBRARY HIGH
CEILING
30' - 0"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
CDCC
C102
A521
2 Sim
1" SHAFT LINER ON 20 GA.
2 1/2" METAL STUDS W/
(1) LAYER 5/8" GYPSUM
BOARD ON LIBRARY SIDE.
1 HOUR HORIZONTAL F.R.
ASSEMBLY - 1" SHAFT
LINER ON 20 GA. 2 1/2"
METAL STUDS W/ (1)
LAYER 5/8" GYPSUM
LIMESTONE VENEER
1/2" AIR SPACE
5/8" TREATED PLYWOOD
SHEATHING
6" COLD FORMED METAL
STUD FRAMING
PROVIDE FIRE SEALANT
AT FLOOR AND DECK
FIRE DAMPER
MECHANICAL DUCTWORK
- REFERENCE MEP
DRAWINGS
FIRE DAMPER
1 HOUR HORIZONTAL F.R.
ASSEMBLY - 1" SHAFT
LINER ON 20 GA. 2 1/2"
METAL STUDS W/ (1)
LAYER 5/8" GYPSUM
5/8" GYPSUM
BOARD ON 3 5/8"
METAL STUDS
12"X2" PAINTED
TUBED OR BOXED
PLATE STRINGER
B.O. CHASE
8' - 0"
LANDING 9' - 4 1/2"
1/2"
1 1/2" WALL MOUNTED
STAINLESS HANDRAIL
GUARD RAIL - CENTER MOUNT
ON STAIR STRINGER - TYP.
5/8" GYPSUM BOARD ON 6"
METAL STUDS
ALIGN STUDS AT FLOOR EDGE
TO PERMIT GYPSUM BOARD
TO RUN PAST
5/8" GYPSUM BOARD ON 6"
METAL STUDS
6" COLD FORMED METAL STUD
FRAMING
2" CONTINUOUS RIGID
INSULATION
CEILING 20' - 10"
5/8" GYPSUM
CLOSURE WITH
1/2" "Z" REVEAL
PAINTED FLAT
BLACK.
5/8" GYPSUM
CLOSURE WITH 1/2"
"Z" REVEAL PAINTED
FLAT BLACK
1 1/2" MIN TYP.
12"X2" PAINTED
TUBED OR BOXED
PLATE STRINGER
CONTINUOUS
1/2"X1/2" SQUARE
PAINTED
BAR STOCK
CONTINUOUS
1/2"X1/2" SQUARE
PAINTED
BAR STOCK
CONTINUOUS BLIND SIDE MEMBRANE
WATER PROOFING ASSEMBLY
A534
8 Sim
CAST IN PLACE CONCERETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS
EXTEND GYPSUM BOARD TO
DECK AND FIRE SEAL ANY
PENETRATIONS
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING -
REFERENCE STRUCTRUAL
DRAWINGS
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING -
REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
SLAB - REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE CONCRETE
FRAME - REFERENCE
STRUCTURAL DRAWINGS
A539
1
BATT INSULATION
- PER STUD
THICKNESS
CONTINUOUS AIR AND
MOISTURE BARRIER.
5/8" TREATED PLYWOOD
SHEATHING
2" CONTINUOUS RIGID
INSULATION
1 1/2" AIR SPACE - MIN.
STAINLESS STEEL
STRAP ANCHORS
PRE FINISHED WEEP VENTS
TYPICAL AT EACH VERTICAL JOINT
STAINLESS STEEL THRU -WALL
FLASHING. GROUT SOLID
UNDER FLASHING
CONTINUOUS
VAPOR BARRIER
- TO SLAB EDGE
BELOW
ALIGN STUDS AT FLOOR
EDGE TO PERMIT GYPSUM
BOARD TO RUN PAST
CONTINUOUS
GYPSUM CEILING
ASSOCIATED
SYSPENSION SYSTEM
AND LATERAL
BRACING
STAINLESS STEEL
STRAP ANCHORS
BATT INSULATION
- PER STUD
THICKNESS
LIMESTONE VENEER
LIMESTONE VENEER
STAINLESS STEEL STRAP
ANCHORS
6" COLD FORMED METAL
STUD FRAMING
6" COLD FORMED METAL
STUD FRAMING
STAINLESS STEEL
STRAP ANCHORS
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
3 5/8" METAL STUDS
5/8" GYPSUM BOARD
STEEL BEAM - REFERENCE
STRUCTURAL DRAWINGS
"Z" REVEAL PAINTED FLAT
BLACK
12"X 2" PAINTED TUBED OR BOXED
STRINGER PLATE STRINGER.
SECURE GUARDRAIL POST CENTERED ON
T.O. STRINGER
CONCRETE FLOOR
ON METAL DECK
3 5/8"
2"
2
1ST FLOOR LEVEL
0"
CONTINUOUS STEEL PLATE
AT FLOOR EDGE TO
SUPORT STRINGER
LATERAL SUPPORT AS
REQUIRED TO SUPPORT
STEEL PLATE/STRINGERS
STEEL PLATE AND SHIM TO
SUPPORT FLOOR SLAB
EDGE
FULLY WELDED STRINGER
BEYOND
GUARDRAIL BEYOND
SEEL BEAM - REFERENCE
STRUCTURAL DRAWINGS
2
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
4
:
3
1
A
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4
5
2
2
-
0
0
7
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E
N
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L
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0
7
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9
2
0
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5
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STAIR SECTIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A543
1 NORTH LIBRARY STAIR SECTION
1/2" = 1'-0"A543
2 NORTH LIBRARY STAIR SECTION
NO.DESCRIPTIONDATE
2Addendum #207/20/2015
1" = 1'-0"A543
3 FLOOR EDGE DETAIL
1" = 1'-0"A543
4 LANDING DETAIL
22
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
A522
5
B1.6
7'
-
1
1
"
7'
-
4
"
6' - 8"
CLEAR - OVERHEAD
12' - 8"
UNDER SLAB DRAINAGE TILE
CONTINUOUS WATER STOP
CONTINUOUS HORIZONTAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR
CONTINUOUS WATERPROOFING
MEMBRANE FLASHING. MINIMUM 6"
OVERLAP
2" RIGID INSULATION PROTECTION
BOARD
GRANULAR FILL
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR
CONTINUOUS VAPOR BARRIER -
REFERENCE STRUCTURAL DRAWINGS.
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS
CONTINUOUS WATERPROOFING
MEMBRANE FLASHING. MINIMUM
6" OVERLAP
SUMP PUMP PIT - WRAP
WATERPROOFING MEMBRANE
AROUND PIT COMPLETE
5/8" GYPSUM BOARD GALVANIZED
METAL FURRING.
CONTINOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL BRACING
ELEVATOR CAB - REFERENCE
BID PACKAGE 2 AND
SPECIFICATIONS FOR
ADDITIONAL INFORMATION
CONTINUOUS FIRE SEALANT -
ALL AROUND AS REQUIRED
CONTINOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL BRACING
CONTINOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL BRACING
1' - 6"
ELEVATOR PIT LADDER
BEYOND - COORDINATE
EXACT LOCATION AND TYPE
WITH ELEVATOR
MANJUFACTURER -
REFERENCE
SPECIFICATIONS
1ST FLOOR LEVEL
0"
2ND FLOOR LEVEL
12' - 8"
4' - 0"
15' - 6 3/4"
14' - 6"
8"
4 3/4"
A522
3
BC
AG
7' - 0"
4' - 3"
7' - 4"
CAST IN PLACE CONCRETE
WALL - REFERENCE
STRUCTURAL DRAWINGS.
5/8" GYPSUM BOARD GALVANIZED
METAL FURRING.
CONTINOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL BRACING
ELEVATOR CAB - REFERENCE
BID PACKAGE 2 AND
SPECIFICATIONS FOR
ADDITIONAL INFORMATION
ELEVATOR SILL ASSEMBLY -
COORDINATE W/ FLOOR
FINISHES AND TRANSITIONS
AS A PART OF BID PACKAGE 2
STAINLESS STEEL HEAD AND
JAMB ASSEMBLY
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS
GALVANIZED STEEL SUB SILL
CONTINUOUS FIRE SEALANT -
ALL AROUND AS REQUIRED
HOIST WAY DOOR ASSEMBLY
SUSPENDED ACCOUSTICAL
CEILING SYSTEM.
SUSPENDED ACCOUSTICAL
CEILING SYSTEM.
REFERENCE DETAIL 1 THIS
SHEET FOR NOTES
A551
6 Sim
A551
6 Sim
2"
1 1/2"1/2"
BC
ELEVATOR SILL ASSEMBLY -
COORDINATE W/ FLOOR
FINISHES AND TRANSITIONS
AS A PART OF BID PACKAGE 2
GALVANIZED STEEL SUB SILL
HOIST WAY DOOR ASSEMBLY
1/2"
CONTINUOUS HARDWOOD
FRAME
CONTINUOUS SEALANT
HARDWOOD TRIM - PAINT FLAT
BLACK
CONTINUOUS J MOLD5/8" GYPSUM BOARD
SHEATHING
CAST IN PLACE CONCRETE
WALL - REFERENCE
STRUCTURAL DRAWINGS
5/8" GYPSUM BOARD
GALVANIZED METAL
FURRING.
STAINLESS STEEL HEAD AND
JAMB ASSEMBLY
CONTINUOUS FIRE SEALANT -
ALL AROUND AS REQUIRED
CONTINUOUS 1HR FIRE
RATED INFILL ASSEMBLY
AROUND ELEVATOR MECH.
SYSTEMS.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
4
:
4
0
A
M
C:
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4
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2
2
-
0
0
7
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C
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0
7
2
9
2
0
1
5
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A
MISC CIRCULATION
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A550
1 ELEVATOR SECTION
1/2" = 1'-0"A550
2 ELEVATOR SECTION
1 1/2" = 1'-0"A550
3 ELEVATOR DOOR JAMB DETAIL
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
15
'
-
0
"
10
'
-
4
"
14
'
-
4
"
7'
-
0
"
TOP OF WALL
8"
CE
UNDER SLAB DRAINAGE TILE
CONTINUOUS WATER STOP
CONTINUOUS HORIZONTAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR
CONTINUOUS WATERPROOFING
MEMBRANE FLASHING. MINIMUM
6" OVERLAP
GRANULAR FILL
SUMP PUMP PIT - WRAP
WATERPROOFING MEMBRANE
AROUND PIT COMPLETE
2" RIGID INSULATION PROTECTION
BOARD
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR
CONTINUOUS VAPOR BARRIER -
REFERENCE STRUCTURAL DRAWINGS.
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL DRAWINGS
CONTINUOUS WATERPROOFING
MEMBRANE FLASHING. MINIMUM
6" OVERLAP
5/8" GYPSUM BOARD GALVANIZED
METAL FURRING.
7'
-
0
"
CONTINOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL BRACING
ELEVATOR CAB -
REFERENCE BID PACKAGE 2
AND SPECIFICATIONS FOR
ADDITIONAL INFORMATION
CONTINUOUS FIRE SEALANT -
ALL AROUND AS REQUIRED
7'
-
0
"
A551
3
A551
4
DOOR SILL AND
SUPPORT
ANGLE
ALIGN DOOR
THRESHOLD
WITH FINISH
FLOOR
MATERIAL
DOOR SILL AND
SUPPORT
ANGLE
ALIGN DOOR
THRESHOLD
WITH FINISH
FLOOR
MATERIAL
A551
6
A551
6 Sim
7'
-
0
"
8'
-
1
0
"
8'
-
0
"
8'
-
1
1
"
A551
6 Sim
HARDWOOD TRIM AND REVEAL -
ALIGN WITH FACE OF LIMESTONE
ABOVE
3
3
3
3
3'
-
1
0
"
A612
19
BASEMENT FLOOR
LEVEL
-12' - 8"
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
C5.1
UNDER SLAB DRAINAGE TILE
CONTINUOUS WATER STOP
CONTINUOUS HORIZONTAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR
CONTINUOUS WATERPROOFING
MEMBRANE FLASHING. MINIMUM
6" OVERLAP
GRANULAR FILL
SUMP PUMP PIT - WRAP
WATERPROOFING MEMBRANE
AROUND PIT COMPLETE
2" RIGID INSULATION PROTECTION
BOARD
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR
CONTINUOUS VAPOR BARRIER -
REFERENCE STRUCTURAL DRAWINGS.
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL DRAWINGS
CONTINUOUS WATERPROOFING
MEMBRANE FLASHING. MINIMUM
6" OVERLAP
5/8" GYPSUM BOARD GALVANIZED
METAL FURRING.
A551
5
COORIDNATE EXACT LOCATION OF
SWITCH AND OUTLET WITH
ELEVATOR MANUFACTURER
ELEVATOR PIT LADDER
BEYOND - COORDINATE
EXACT LOCATION AND
TYPE WITH ELEVATOR
MANJUFACTURER -
REFERENCE
SPECIFICATIONS
CE
CONTINUOUS FLASHING AND COUNTER
FLASHING. WRAP OVER TOP OF THRU
WALL FLASHING AS REQUIRED FOR
POSITIVE DRAINAGE THRU WEEP HOLES.
CONTINUOUS THUR WALL
FLASHING W/ WEEPS
CONTINUOUS PRE FINISHED
METAL FLASHING
CONTINUOUS TERMINATION
BAR
MEMBRANE FLASHING AND
COUNTER FLASHING
ROOF PROTECTION BOARD
FULLY ADHERED MEMBRANE
ROOF.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
4" CMU
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION
SYSTEM AND LATERAL BRACING.
LIMESTONE VENEER
WALL TIES
WALL TIES
2" RIGID INSULATION
METAL STUD CLIPS AS REQUIRED
TO HOLD BATT INSULATION
STEEL STRUCTURE - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS AIR AND MOISTURE
BARRIER.
LIGHTING DEVICE - COORDINATE
GYPSUM BOARD FLANGE W/
MANUFACTURE - COORDINATE
ATTACHMENT AT VERTICAL WALL
PLANE W/ MFGR.
4" CMU AND SOAP BLOCK
AS REQUIRED
CONTINUOUS PRE-FINISHED WEEP VENT.
TYPICAL ATG EACH VERTICAL MASONRY
JOINT.
STEEL STRUCTURE -
REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE
CONCRETE -
REFERENCE
STRUCTURAL DRAWINGS
CE
2" CONTINUOUS
RIGID INSULATION
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING
AND COUNTER
FLASHING
PRE FINISHED METAL
CAP TRIM/
TREATED WOOD
BLOCKING/ SHIMS
LIMESTONE VENEER
WALL TIES
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
MEMBRANE FLASHING
CONTINUOUS FULLY
ADHERED ROOF MEMBRANE
- WRAP OVER TOP OF WALL
AS REQUIORED FOR WATER
TIGHT CONSTRUCTION
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS.
PRE FINISHED METAL
WALL VENT - BEYOND
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING
CAST IN PLACE CONCRETE -
REFERENCE STRUCTURAL
DRAWINGS.
C5.1
CONTINUOUS BATT INSULATION
- FILL STUD CAVITY
SLOPED ROOF AND BUILDING
STRUCTURE
FOLLOW SLOPE OF ROOF -
MINIMUM 8"
CONTINUOUS FLASHING AND COUNTER
FLASHING. WRAP OVER TOP OF THRU
WALL FLASHING AS REQUIRED FOR
POSITIVE DRAINAGE THRU WEEP HOLES.
CONTINUOUS THUR WALL
FLASHING W/ WEEPS
CONTINUOUS PRE FINISHED
METAL FLASHING
CONTINUOUS TERMINATION
BAR
MEMBRANE FLASHING AND
COUNTER FLASHING
ROOF PROTECTION BOARD
FULLY ADHERED MEMBRANE
ROOF.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
WALL TIES
2" RIGID INSULATION
4" CMU AND SOAP BLOCK
AS REQUIRED
STEEL STRUCTURE -
REFERENCE
STRUCTURAL DRAWINGS
CAST IN PLACE
CONCRETE -
REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS AIR AND MOISTURE
BARRIER.
CONTINUOUS PRE-FINISHED WEEP VENT.
TYPICAL ATG EACH VERTICAL MASONRY
JOINT.
CONTINUOUS AIR AND
MOISTURE BARRIER
MEMBRANE FLASHING AND
COUNTER FLASHING
PRE FINISHED METAL
CAP TRIM/
TREATED WOOD
BLOCKING/ SHIMS
LIMESTONE VENEER
WALL TIES
METAL DECK. REFERENCE
STRUCTURAL.
ROOF PROTECTION BOARD.
6" MINIMUM RIGID INSULATION.
TAPER AS REQUIRED.
CONTINUOUS FULLY
ADHERED ROOF MEMBRANE
- WRAP OVER TOP OF WALL
AS REQUIORED FOR WATER
TIGHT CONSTRUCTION
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS.
PRE FINISHED METAL
WALL VENT - BEYOND
2X TREATED WOOD BLOCKING
AND SHIMS - SLOPE FOR
POSITIVE DRAINAGE.
CAST IN PLACE CONCRETE -
REFERENCE STRUCTURAL
DRAWINGS.
1/
4
"
1
1
/
2
"
1/
2
"
ELEVATOR DOOR FRAME
- HOLD FLUSH WITH
FACE OF CONCRETE
WALL
CONCRETE ELEVATOR
SHAFT WALL - REFERENCE
STRUCTURAL
HARDWOOD TRIM -
ALIGN FACE WITH
FACE OF GYPSUM
BOARD
1/2" X 1/2" REVEAL -
PAINT BLOCKING
FLAT BLACK
1/2"
1 5/8"
5/8" GYPSUM BOARD
ON 1 5/8" METAL
STUDS
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
4
:
5
3
A
M
C:
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4
5
2
2
-
0
0
7
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F
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-
C
E
N
T
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L
_
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_
L
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L
_
0
7
2
9
2
0
1
5
.
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A551
LI
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F
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,
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N
A
MISC CIRCULATION
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A551
1 Section 3
1/2" = 1'-0"A551
2 Section 2
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1 1/2" = 1'-0"A551
3 SECTION DETAIL - LIBRARY COURTYARD ROOF
1 1/2" = 1'-0"A551
4 SECTION DETAIL - LIBRARY HIGH ROOF
1 1/2" = 1'-0"A551
5 SECTION DETAIL - LIBRARY - MID ROOF
3
3
3
3
1 1/2" = 1'-0"A551
6 DOOR HEAD DETAIL
3
3
A552
3' - 3 5/8"
7"
CLEAR
1' - 4"
3 1/2"3 1/2"
1 1/2"1 1/2"
3/
4
"
COPY
C112
UNISEX RESTROOM
C113
C3.1
SPECIAL WALL TYPE W/
COLD FORME STEEL AND 2X
TREATED WOOD BLOCKING
AS REQUIRED FOR LADDER
ANGLES
4
A552
MECHANICAL
C205
1 1/2" O.D. STEEL TUBE (PAINTED
3/8" STEEL ANGLE (PAINTED)
SECURE TO BUILDING STRUCTURE
AS REQUIRED FOR STRUCTURAL
INTEGRITY
SPECIAL WALL TYPE. SIM TO S6B
WITH COLD FORM STEEL AND 2x
TREATED WOOD BLOCKING AS
REQUIRED FOR LADDER ANGLES
3
7"
AL
L
A
R
O
U
N
D
8"
M
I
N
COPY
C112
WALL TYPE S3B
ROOF SCUTTLE. SEE
SPECIFICATIONS FOR ACCEPTABLE
MANUFACTURERES
COUNTER FLASHING WITH
GASKETED FASTENER
MEMBRANE CURB FLASHING
LAP SPLICE
MEMBRANE ROOFING
TAPERED ROOF INSULATION.
SEE ROOF PLAN FOR REQUIRED
SLOPE
STEEL ACCESS
LADDER - PAINTED
SPECIAL WALL TYPE. SIM TO S3B
WITH COLD FORM STEEL AND 2x
TREATED WOOD BLOCKING AS
REQUIRED FOR LADDER ANGLES
CLEAR
2' - 6"7"
AL
L
A
R
O
U
N
D
8"
M
I
N
MECHANICAL
C205
C5.9
ROOF SCUTTLE. SEE
SPECIFICATIONS FOR ACCEPTABLE
MANUFACTURERES
COUNTER FLASHING WITH
GASKETED FASTENER
MEMBRANE CURB FLASHING
LAP SPLICE
MEMBRANE ROOFING
TAPERED ROOF INSULATION.
SEE ROOF PLAN FOR REQUIRED
SLOPE
STEEL ACCESS
LADDER - PAINTED
SPECIAL WALL TYPE. SIM TO
S6B WITH COLD FORM STEEL
AND 2x TREATED WOOD
BLOCKING AS REQUIRED FOR
LADDER ANGLES
6
A552
MECHANICAL
B218
11"
2' - 2"
1' - 4"
1 1/2"
1 1/2"
3/4"
BB
B2.4
1 1/2" O.D. STEEL
TUBE (PAINTED)
3/8" STEEL ANGLE
(PAINTED) SECURE TO
BUILDING STRUCTURE
AS REQUIRED FOR
STRUCTURAL
INTEGRITY
SPECIAL WALL TYPE. SIM TO
S6B WITH COLD FORM STEEL
AND 2x TREATED WOOD
BLOCKING AS REQUIRED FOR
LADDER ANGLES
A653
15
MECHANICAL
B218
AL
L
A
R
O
U
N
D
8"
M
I
N
4"3' - 1"
7"
B2.4 ROOF SCUTTLE. SEE
SPECIFICATIONS FOR ACCEPTABLE
MANUFACTURERES
COUNTER FLASHING WITH
GASKETED FASTENER
MEMBRANE CURB FLASHING
LAP SPLICE
MEMBRANE ROOFING
TAPERED ROOF INSULATION.
SEE ROOF PLAN FOR REQUIRED
SLOPE
STEEL ACCESS LADDER - PAINTED
SPECIAL WALL TYPE. SIM TO
S6B WITH COLD FORM STEEL
AND 2x TREATED WOOD
BLOCKING AS REQUIRED FOR
LADDER ANGLES
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
5
:
0
7
A
M
C:
\
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4
5
2
2
-
0
0
7
_
L
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y
F
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-
C
E
N
T
R
A
L
_
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Y
_
L
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CA
L
_
0
7
2
9
2
0
1
5
.
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A552
LI
B
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F
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D
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A
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CA
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,
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D
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A
N
A
MISC CIRCULATION
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1" = 1'-0"A552
1 ENLARGED DETAIL
1" = 1'-0"A552
2 ENLARGED DETAIL
1/2" = 1'-0"A552
3 ROOF ACCESS LADDER SECTION
1/2" = 1'-0"A552
4 ROOF ACCESS LADDER SECTION
1" = 1'-0"A552
5 ENLARGED DETAIL
1/2" = 1'-0"A552
6 ROOF ACCESS LADDER SECTION
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
7'
-
0
"
3' - 0"
3' - 0"
8'
-
0
"
1' - 6"
SCHEDULED
WIDTH
S
C
H
E
D
U
L
E
D
H
E
I
G
H
T
SCHEDULED
WIDTH
S
C
H
E
D
U
L
E
D
H
E
I
G
H
T
3' - 0"
SCHEDULED
WIDTH
7'
-
0
"
S
C
H
E
D
U
L
E
D
H
E
I
G
H
T
4"
2"2"2"
2"
2"
F1 F2 F3 F4
S
C
H
E
D
U
L
E
D
H
E
I
G
H
T
1/
2
"
1
1
/
2
"
SCHEDULED
WIDTH
S
C
H
E
D
U
L
E
D
H
E
I
G
H
T
F5
SCHEDULED WIDTH
1 1/2"1/2"
4"4"
6"
GL-GL-
F FG N1
6"6"3"6"
6"
15
"
32
"
12
"
OH
FROSTED/
SAND
BLASTED
TRANSLUCENT
GLAZING
3' - 0"
8'
-
4
"
SC
H
E
D
U
L
E
H
E
I
G
H
T
SCHEDULE
WIDTH PER
LEAF
3' - 0"
7'
-
0
"
SCHEDULE
WIDTH PER
LEAF
SC
H
E
D
U
L
E
H
E
I
G
H
T
VL
SCHEDULE WIDTH
PER LEAF
SLAB
RECESSED
PIVOT
CLOSER
SR SR-2
G-G-G-
SE
E
S
C
H
E
D
U
L
E
SE
E
S
C
H
E
D
U
L
E
3' - 0"3' - 0"
SCHEDULE
WIDTH PER
LEAF
SCHEDULE
WIDTH PER
LEAF
1'
-
0
"
1'
-
0
"
6"
8"
6"
8"
SR-3
SE
E
S
C
H
E
D
U
L
E
3' - 0"
SCHEDULE
WIDTH PER
LEAF
1'
-
0
"
6"
8"
4"6"
9'
-
0
"
1' - 6" MIN 4" +-
RECESSED
PIVOT
.
GLAZING - IF
SCHEDULED
FLUSH
RECESSED
PANEL IF
GLAZING
NOT
SCHEDULED
FLUSH
RECESSED
PANEL IF
GLAZING
NOT
SCHEDULED
HOT DIPPED GALVANIZED
PAINTED METAL FRAME
CONTINUOUS SWEEP
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS
#4 REBAR @ 24" O.C. MINIMUM 2
PER OPENING. REBAR SHALL
EXTEND INTO CONCRETE
FLOOR SLABS ABOVE.
2" RIGID CONTINUOUS RIGID
INSULATION.
1" RIGID CONTINUOUS RIGID
INSULATION.
HOT DIPPED GALVANIZED
PAINTED HOLLOW METAL
DOOR. GROUT FRAME SOLID
ACCESSIBLE THRESHOLD SET
IN CONTINUOUS BEAD OF
SEALANT - EXTEND TO EDGE
OF MASONRY
2 3/4"
8"
COMPACTED GRANULAR
BASE
COMPACTED FILL -
REFERENCE CIVIL DRAWINGS
EXTERIOR CONCRETE PATIO -
REFERENCE CIVIL DRAWINGS.
BRICK VENEER WALL
CONSTRUCTION.
RIGID INSULATION
CONTINUOUS BACKER
BOARD
2X TREATED WOOD BLOCKING
TREATED PLYWOOD
FURRING.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
HOT DIPPED GALVANIZED
PAINTED HOLLOW METAL
DOOR FRAME. GROUT FRAME
SOLID.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
COLD FORMED METAL STUD
BOXED FRAMING
FRAME SHALL EXTEND TO
EDGE OF MASONRY - COVER
RIGID INSULATION COMPLETE
EACH SIDE.
BRICK VENEER WALL
CONSTRUCTION.
RIGID INSULATION
CONTINUOUS BACKER
BOARD
HOT DIPPED GALVAINZIED
LOOSE LINTEL PER
STRUCTURAL SCHEDULE.
PAINT TO MATCH BRICK.
TREATED PLYWOOD
FURRING.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
HOT DIPPED GALVANIZED
PAINTED HOLLOW METAL
DOOR FRAME. GROUT FRAME
SOLID.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
COLD FORMED METAL STUD
BOXED HEADER
CONTINUOUS METAL THRU WALL
FLASHING - WRAP ABOVE LINTEL
AND BACK TO WALL CONSTRUCTION
- FLASH FOR PROPER DRAINAGE
SEALANT EACH SIDE
DOOR FRAME
SCHEDULED DOOR
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
PER PARTITION TYPE
1/2"1/2"
COLD FORMED
BOXED HEADER
STUDS AS REQUIRED
BY OPENING WIDTH
PER WALL THICKNESS
SEALANT EACH SIDE
DOOR FRAME
SCHEDULED DOOR
COLD FORMED
BOXED JAMB STUDS
AS REQUIRED BY
OPENING WIDTH
PER FRAME ELEVATION
PE
R
P
A
R
T
I
T
I
O
N
T
Y
P
E
1/
2
"
1/
2
"
PE
R
W
A
L
L
T
H
I
C
K
N
E
S
S
1/4" BACKER ROD
AND SEALANT
ALUMINUM STOREFRONT
SYSTEM
TREATED WOOD
SHIM
GLAZING PER
ELEVATION
SCHEDULED DOOR
WALL CONSTRUCTION
PER PARTITION TYPE
1/4" BACKER ROD
AND SEALANT
ALUMINUM STOREFRONT
SYSTEM
WOOD BLOCKING
GLAZING PER
ELEVATION
SCHEDULED DOOR
WALL CONSTRUCTION
PER PARTITION TYPE
COLD FORMED
BOXED JAMB STUDS
AS REQUIRED BY
OPENING WIDTH
CONTINUOUS CEDAR CLEAT
ANCHORED TO DOOR FOR
STRUCTURAL INTEGRITY.
FASTENERS SHALL NOT
PROTRUDE THROUGH
INTERIOR FACE OF DOOR
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
CEDAR SCREEN BEYOND
NEOPRENE ISOLATION PAD
LINE OF STOREFRONT
MULLION BEYOND
EASE T.O. CEDAR SCREEN
AS INDICATED FOR PROPER
FUNCTION OF DOOR
ASSEMBLY
2
2X TREATED WOOD
BLOCKING AND SHIMS
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
COLD FORMED METAL STUD
BOXED FRAMING
TIMELEY OR APPROVED
EQUAL DOOR FRAME W/
FLUSH END CAPS
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
5
:
1
9
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A600
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
DOOR/FRAME
SCHEDULES,
ELEVATIONS AND
DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
DOOR FRAME ELEVATIONS
DOOR TYPE ELEVATIONS
DOOR
NUMBER PAIR
DOORFRAME
FIRE
RATING REMARKS
SIZE
MTRL.ELEV.GLASS
HDWR.
SET MTRL.ELEV.
DETAILS
WHTHEADJAMBTHRESHOLD
BASEMENT FLOOR LEVEL
C001Yes3' - 0"7' - 0"1 3/4"WDSRGL31ALUHMF14/A6005/A600-
C001A3' - 0"7' - 0"1 3/4"H.M.F-21.1ALUHMF14/A6005/A60090 MIN2 HR FIRE RATED ASSEMBLY
C001B3' - 0"7' - 0"1 3/4"H.M.F-39ALUHMF14/A6005/A600-
C001C3' - 0"7' - 0"1 3/4"H.M.F-21.1ALUHMF14/A6005/A60090 MIN2 HR FIRE RATED ASSEMBLY
C0023' - 0"7' - 0"1 3/4"H.M.F-26ALUHMF14/A600 SIM5/A600 SIM90 M IN2 HR FIRE RATED ASSEMBLY
C0033' - 0"7' - 0"1 3/4"H.M.F-22ALUHMF14/A6005/A600-
C0053' - 0"7' - 0"1 3/4"H.M.F-40ALUHMF14/A6005/A600-
C0073' - 0"7' - 0"1 3/4"H.M.F-0.01ALUHMF14/A6005/A600-
C0083' - 0"7' - 0"1 3/4"H.M.F-19ALUHMF14/A6005/A600-
C0103' - 0"7' - 0"1 3/4"H.M.F-22ALUHMF14/A6005/A600-
C0113' - 0"7' - 0"1 3/4"H.M.F-22ALUHMF14/A6005/A600-
C013Yes3' - 0"7' - 0"1 3/4"H.M.F-30ALUHMF14/A6005/A600-
C014A3' - 0"7' - 0"1 3/4"H.M.F-40ALUHMF14/A6005/A600-
C014B3' - 0"7' - 0"1 3/4"H.M.F-39ALUHMF14/A6005/A600-
1ST FLOOR LEVEL
A100Yes3' - 0"10' - 0"2"ALUMFGIG-132ALUMW134,5/A6102,3/A6101/A6 10DECORATIVE HARDWARE - PROVIDE ALLOWANCE - FRAME OF W13 ON A60 1
A101AYes3' - 0"10' - 0"2"ALUMFGIG-111ALUMW134,5/A610SIM2,3/A610 -DECORATIVE HARDWARE - PROVIDE ALLOWANCE - FRAME OF W13 ON A601
A101B3' - 0"8' - 0"1/2"GLVLGL-1249-VL12/13/A61215/A61214/A612-GLASS DOOR AND FRAME - COORDINATE HARDWARE W/ DOOR SUPPLIER
A101C3' - 0"8' - 0"1/2"GLVLGL-1249-VL12/13/A61215/A61214/A612-GLASS DOOR AND FRAME - COORDINATE HARDWARE W/ DOOR SUPPLIER
A1023' - 0"8' - 0"1 3/4"WDSR-2-01ALUHMF14/A6005/A60017/A611 SIM -
A1033' - 0"8' - 0"1 3/4"WDSR-2-20ALUHMF14/A6005/A60017/A611 SIM -
A1073' - 0"7' - 0"1 3/4"ALUM.FGGL-1301.1ALUM.ALUM.8/A61011&12 A/654 SIM17/A611
A1083' - 0"8' - 0"2"ALUM.FGIG-136ALUM.CW23/A6117/A31322/A610 SIMCW2 ON A602
A1093' - 0"7' - 0"1 3/4"ALUM.FGGL-1301.1ALUM.ALUM.8/A61011&12 A/65417/A611
A111A3' - 0"8' - 0"1 3/4"ALUM.FGIG-142ALUM.CW201/A61123/A6108/A537FRAME OF CW ON A602
A111B3' - 0"8' - 0"1 3/4"ALUM.FGIG-142ALUM.CW191/A61123/A6108/A537FRAME OF CW ON A602
A111C3' - 0"8' - 0"1 3/4"ALUM.FGIG-142ALUM.CW181/A61123/A6102/A611FRAME OF CW ON A602
A111D3' - 0"8' - 0"1 3/4"ALUM.FGIG-142ALUM.CW171/A61123/A6102/A611FRAME OF CW ON A602
A1123' - 0"8' - 0"1 3/4"WDSR-2-13ALUHMF14/A6005/A600--
A1133' - 0"8' - 0"1 3/4"WDSR-2-13ALUHMF14/A6005/A600--
A114A3' - 0"8' - 0"1 3/4"WDSR-2-51WD-11/A61210/A61217/A611-
A114B3' - 0"8' - 0"1 3/4"WDSR-2-23ALUHMF14/A6005/A60017/A611 SIM-
B1003' - 0"8' - 0"1 3/4"WDSRGLO15ALUHMF19/A6009/A600--
B1013' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1023' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1033' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1043' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1053' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1063' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1073' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1083' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B109AYes3' - 0"8' - 0"1/2"GLOH-50GYP.OH17/A61216/A61217/A611 SIM-GLASS DOOR AND FRAME - CUSTOM HARDWARE W/ PANIC
B109B3' - 0"8' - 0"2"ALUM.FGIG-137.1ALUM.CW58/A6004/A3116/A610 SIMFRAME OF CW5 ON A602 - CEDAR TRIM - REFERENCE SECTIONS AND D ETAILS 2/A511, 1/A320, 4/A311
B1103' - 0"8' - 0"1 3/4"WDF-05ALUHMF19/A6009/A60016/A611-
B1113' - 0"8' - 0"1 3/4"WDF-05ALUHMF19/A6009/A60016/A611-
B1133' - 0"8' - 0"1 3/4"WDF-20ALUHMF19/A6009/A600-
B1143' - 6"8' - 0"1 3/4"WDF-52ALUHMF19/A6009/A600-
B114B3' - 6"8' - 0"1 3/4"WDF-52ALUHMF19/A6009/A600-
B1153' - 0"8' - 0"1 3/4"WDF-21ALUHMF19/A6009/A600-
B116Yes3' - 0"8' - 0"1 3/4"WDF-28ALUHMF19/A6009/A600-
B116B3' - 0"8' - 0"1 3/4"WDF-53ALUHMF19/A6009/A600-
B1193' - 0"8' - 0"1 3/4"WDSRGLO55ALUHMF19/A6009/A600--
B1203' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B121Yes3' - 0"8' - 0"1/2"GLOH-50GYP.OH17/A61216/A61217/A611 SIM -GLASS DOOR AND FRAME - CUSTOM HARDWARE W/ PANIC
B1223' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1233' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1243' - 0"8' - 0"1 3/4"WDN1-44ALUHMF19/A6009/A60017/A611 SIM-
B1253' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1263' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1273' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1283' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1293' - 0"8' - 0"1 3/4"WDSRGLO15ALUHMF19/A6009/A600--
B1303' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B1313' - 0"8' - 0"1 3/4"WDSR-2-15ALUHMF19/A6009/A60017/A611-
B1323' - 0"8' - 0"1 3/4"WDSR-2-25ALUHMF19/A6009/A60017/A611 SIM 90 MIN2 HR FIRE RATED ASSEMBLY
B134Yes3' - 0"8' - 0"1 3/4"WDF-27ALUHMF19/A6009/A60017/A611 SIM -
C1023' - 0"8' - 0"1 3/4"H.M.F-43H.M.F117/A6109/A602, 18/A61022/A610-HOT DIPPED GALVANIZED ASSEMBLY.
C1073' - 0"8' - 0"1 3/4"WDSR-2-15.1ALUHMF14/A6005/A60017/A611 S IM-SOUND SEALS - NGP 5050 ANTI-LIG
C108A3' - 0"8' - 0"1 3/4"WDSR-2-15.1ALUHMF14/A6005/A60017/A611 SIM-SOUND SEALS - NGP 5050 ANTI-LIG
C108B8' - 0"473/A612 SIM11/A650-HARDWOOD STILE & RAIL POCKET DOOR - ADD 4" TO TOP & SIDE OF DOOR FOR RECESS INTO POCKET.
C1093' - 0"8' - 0"1 3/4"WDSR-2-15.1ALUHMF14/A6005/A60017/A611 S IM-SOUND SEALS NGP 5050 ANTI-LIG,
C1103' - 0"8' - 0"1 3/4"ALUM.FGGL-1315ALUM.W206/A6007/A65017/A611FRAME OF W20 ON A601
C1123' - 0"8' - 0"1 3/4"WDSR-2-20ALUHMF14/A6005/A60016/A611-
C1133' - 0"8' - 0"1 3/4"WDSR-2-14ALUHMF14/A6005/A600--SOUND SEALS - NGP 5050 ANTI-LIG
D100A3' - 0"8' - 0"1 3/4"ALUM.FGIG-134ALUM.W1213/A61010,11/A610 6/A610 SIMFRAME OF W12 ON A601
D100B3' - 0"8' - 0"1 3/4"ALUM.FGIG-110ALUM.W1214,15/A6106/A610 SIMFRAME OF W12 ON A601 - SIZE OF STORFRONT LARGER THAN AJDACENT
D1023' - 0"8' - 0"1 3/4"WDSR-2-03HMF14/A6005/A600--SOUND SEALS - NGP 5050 ANTI-LIG
D1033' - 0"8' - 0"1 3/4"WDSR-2-06HMF14/A6005/A600--
D103AYes3' - 0"8' - 0"1 3/4"W.D.F-54HMF14/A6005/A600--SOUND SEALS - NGP 5050 ANTI-LIG
D103BYes3' - 0"8' - 0"1 3/4"W.D.F-54HMF14/A6005/A600--
D104Yes3' - 0"8' - 0"1 3/4"W.D.F-27HMF14/A6005/A600--
D104A3' - 0"7' - 0"1 3/4"H.M.F-22HMF14/A6005/A600--
D105Yes3' - 0"7' - 4"1 3/4"H.M.F-29H.M.F33/A6002/A6001/A600-PAINTED HOT DIPPED GALVANIZED DOORS AND FRAMES
D106Yes3' - 0"7' - 4"1 3/4"H.M.F-33H.M.F33/A6002/A6001/A600-PAINTED HOT DIPPED GALVANIZED DOORS AND FRAMES
D107Yes3' - 0"8' - 0"1 3/4"W.D.F-12HMF14/A6005/A600--
D108A8' - 10"4610/A5392/A650-STAINED HARDWOOD GLAZED STILE & RAIL POCKET DOOR - ADD 4" TO TOP & SIDE OF DOOR FOR RECESS INTO POCKET.
D108B8' - 10"4610/A5392/A650-STAINED HARDWOOD GLAZED STILE & RAIL POCKET DOOR - ADD 4" TO TOP & SIDE OF DOOR FOR RECESS INTO POCKET.
D108C8' - 10"469/A5392/A650-STAINED HARDWOOD GLAZED STILE & RAIL POCKET DOOR - ADD 4" TO TOP &SIDE OF DOOR FOR RECESS INTO POCKET.
D108D8' - 10"469/A5392/A650-STAINED HARDWOOD GLAZED STILE & RAIL POCKET DOOR - ADD 4" TO TOP & SIDE OF DOOR FOR RECESS INTO POCKET.
D108EYes3' - 0"8' - 10"1 3/4"WDSRGL-1108WDF514/A61113/A6114/17/A611STAINED HARDWOOD, SOUND SEALS, DECORATIVE ACCOUSTIC GLAZING - ASTRIGAL 144SA, DOOR BOTTOM 335S-36,
THRESHOLD 414, HEAD/ JAMB SEALS 5050 ANTI-LIG
D108F3' - 0"8' - 0"1 3/4"WDSR-2-03.1HM, WDF1,F45/A611 SIM15/A61116/A611 SIM-STAINED HARDWOOD - SOUND SEALS, HEAD/ JAMB - NGP 5 050 ANTI-LIG, DOOR BOTTOM 335S-36, COORDINATE W/ SILL
DETAIL
D1093' - 0"8' - 0"1 3/4"WDSR-2-03HMF120/A61118/A61116/A611 SIM-STAINED HARDWOOD, SOUND SEALS - NGP 5050 ANTI-LIG
D110AYes3' - 0"8' - 10"1 3/4"WDSRGL-1008WDF511/A61110/A6114/12/A611STAINED HARDWOOD, SOUND SEALS, DECORATIVE ACCOUSTIC GLAZING - ASTRIGAL 144SA, DOOR BOTTOM 335S-36,
THRESHOLD 414, HEAD/ JAMB SEALS 5050 ANTI-LIG
D110B3' - 0"8' - 10"1 3/4"WDSR-2-02HM, WDF421/A6118/A65017/A611 SIM-SOUND SEALS, HEAD/ JAMB - NGP 5050 ANTI-LIG, DOOR BOTTOM 335S-36, COORDINATE W/ SILL DETAIL
D1113' - 0"8' - 0"1 3/4"ALUM.FGIG-137ALUM.CW1310/A61011/A610 SIM6/A610FRAME OF CW11 ON A602
D1123' - 0"8' - 0"1 3/4"WDSR-2-20HMF14/A6005/A600--
D113A3' - 0"8' - 0"1 3/4"WDSR-2-05HM, WDF1,F41/A61218/A611 SIM16/A611 SIM-FEATHER FLOOR TRANSITION FOR FLUSH EDGE & SCHLUTER STRIP -
D113B8' - 0"473/A6122/A612-PAINTED HARDWOOD POCKET DECORATIVE SLIDER. - ADD 4" TO TOP & SIDE OF DOOR FOR RECESS INTO POCKET.
D1143' - 0"8' - 0"1 3/4"WDSR-2-05HMF14/A6005/A600--
D115A3' - 0"8' - 0"1 3/4"WDSR-2-04HMF14/A6005/A600-
D115BYes3' - 0"8' - 0"1 3/4"W.D.SRGL-1109WDF422/A61123/A611-STAINED HARDWOOD, SOUND SEALS, DECORATIVE ACCOUSTIC GLAZING
D115C3' - 0"8' - 0"1 3/4"ALUM.FGIG-141ALUM.W118,9/A6107/A6106/A610FRAME OF W11 ON A601
D115D3' - 0"8' - 0"1 3/4"ALUM.FGIG-141ALUM.W118,9/A6107/A6106/A610FRAME OF W11 ON A601
D1163' - 0"8' - 0"1 3/4"WDSR-2-05ALUHMF14/A6005/A600--
D117A3' - 0"8' - 0"1 3/4"WDSR-2-05HM, WDF1,F41/A61218/A611 SIM16/A611 SIM-FEATHER FLOOR TRANSITION FOR FLUSH EDGE & SCHLUTER STRIP - ADD 4" TO TOP & SIDE OF DOOR FOR RECESS INTO
POCKET.
D117B8' - 0"473/A6122/A612-PAINTED HARDWOOD POCKET DECORATIVE SLIDER
D1183' - 0"10' - 0"4"WD,
STEEL
SR-2-48HMF14/A6005/A600-CEDAR TRIM ON PAINTED STEEL DOOR FRAME.
1ST FLOOR LEVEL - LIBRARY
C1033' - 0"7' - 9 3/4"1 3/4"WDF-01WDF14/A5124/A512 SIM--
C1063' - 0"7' - 9 3/4"1 3/4"WDFGGL-1324WDW196/7/A6129/A611, 5/A6124/A611THERMAL SEALS - JAMB/HEAD - NGP 5050 ANTI-LIG
2ND FLOOR LEVEL - LIBRARY
C2033' - 0"8' - 0"1 3/4"WDF-20HMF14/A6005/A600--
C2053' - 0"8' - 0"1 3/4"WDF-21HMF14/A6005/A600--
2ND FLOOR LEVEL
B201Yes3' - 0"8' - 0"1/2"GLOH-50GYP.OH17/A61216/A612--GLASS DOO R AND FRAME - CUSTOM HARDWARE W/ PANIC
B2023' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2033' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2043' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2053' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2063' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2073' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2083' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2093' - 0"8' - 0"1 3/4"WDSRGLO15ALUHMF19/A6009/A600--
B2103' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2123' - 0"8' - 0"1 3/4"WDF-56ALUHMF19/A6009/A60017/A611 SIM-
B2133' - 6"8' - 0"1 3/4"WDF-52ALUHMF19/A6009/A60017/A611 SIM-
B213A3' - 6"8' - 0"1 3/4"WDF-52ALUHMF19/A6009/A60017/A611 SIM-
B2153' - 0"8' - 0"1 3/4"WDF-06ALUHMF19/A6009/A60016/A611-
B2163' - 0"8' - 0"1 3/4"WDF-06ALUHMF19/A6009/A60016/A611-
B2173' - 0"8' - 4"1 3/4"WDF-53ALUHMF19/A6009/A60017/A611 SIM-
B218Yes3' - 0"8' - 0"1 3/4"WDF-27ALUHMF19/A6009/A60017/A611 SIM -
B2203' - 0"8' - 0"1 3/4"WDF-17ALUHMF19/A6009/A60017/A611 SIM-
B2213' - 0"8' - 0"1 3/4"WDF-56ALUHMF19/A6009/A60017/A611 SIM-
B2233' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2243' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2263' - 0"8' - 0"1 3/4"WDSRGLO15ALUHMF19/A6009/A600--
B2273' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2283' - 0"8' - 0"1 3/4"WDN1-45ALUHMF19/A6009/A60017/A611 SIM-
B2293' - 0"8' - 0"1 3/4"WDSRGLO15ALUHMF19/A6009/A600--
B2303' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2313' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2323' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2333' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
B2343' - 0"8' - 0"1 3/4"WDSRGLO14ALUHMF19/A6009/A600--
B2353' - 0"8' - 0"1 3/4"WDSRGLO01ALUHMF19/A6009/A600--
C2063' - 0"8' - 8"1 3/4"WDFGGL-1301WDW218/A6129/A611, 5/A6124/A611
NOTE:
ALL DOOR FRAMES INDICATED "ALUHM" ARE
"TIMELEY FRAMES" REFERENCE
SPECIFICATIONS FOR ADDITIONAL DETAILS.
ALTERNATE:
ALL DOOR FRAMES INDICATED "ALUHM" SHALL
BE SWITCHED TO FULLY WELDED PAINTED
HOLLOW METAL FRAMES.
NOTE:
DOORS D118A, D118B, D118C, D118D (NOT
SHOWN IN SCHEDULE ARE LARGE STEEL
FRAMED AND DECORATIVE CEDAR
UNITS WITH SPECIALTY KNUCKLE HINGES,
AND SLIDING SLAB RECESSED VERTICAL ROD
WITH PAD LOCK. (THESE DOORS ARE
LOCATED AT THE MECHANICAL YARD ON THE
SOUTH END.)
NOTE:
DOOR D118 SHALL IS A LARGE
STEEL FRAMED AND DECORATIVE
CEDAR UNIT WITH CONTINUOUS
HINGES, PANIC DEVICE, CLOSER
AND CARD READER. (THIS DOOR
FACES WEST AND RESIDES AT THE
SOUTH MECHANICAL YARD)
ALTERNATE:
ALL DOORS LABLED "WD" SHALL BE
PAINT GRADE UNLESS OTHERWISE NOTED.
REFERENCE REMARKS COLUMN FOR STAINS
NOTE:
PROVIDE DECORATIVE HARDWARE
ALLOWANCE
A100, A101 - ROCKWOOD PULLS - BOTH SIDES
OF DOORS
A101B, A101C - DORMA OR CR LAURENCE
B121, B109 - DORMA OR CR LAURENCE
D100A, D111, D115D, D115C - ROCKWOOD
DOOR PULL
B109 CUSTOM INTIGRATED DOOR PULL W/ IN
CEDAR AND ASSOCIATED ASSEMBLY.
DOORS INDICATED AS "WD" OR WOOD SHALL
BE AMERICAL WALNUT WITH CLEAR STAIN,
PLAIN SLICED AND BOOK MATCHED. MATCH
SAMPLE INDICATED IN FINISH PLANS.
1 1/2" = 1'-0"A600
1 DOOR - STANDARD SILL MASONRY @ HM FRAME
1 1/2" = 1'-0"A600
2 DOOR - STANDARD JAMB MASONRY @ HM FRAME
1 1/2" = 1'-0"A600
3 DOOR - STANDARD HEAD MASONRY @ HM FRAME
3" = 1'-0"A600
4 HEAD DETAIL
3" = 1'-0"A600
5 JAMB DETAIL
3" = 1'-0"A600
6 HEAD DETAIL
3" = 1'-0"A600
7 JAMB DETAIL
NO.DESCRIPTIONDATE
2Addendum #207/20/2015
3Bid Package #3Date 3
1" = 1'-0"A600
8 HEAD DETAIL
3" = 1'-0"A600
9 DOOR - HEAD/ JAMB - TIMELEY
3
4' - 4"
4' - 4"
4' - 4"
4' - 4"
2-1/4"
2-1/4"
2-1/4"
2-1/4"
WD
WD
WD
WD
SR-3
SR-3
SR-3
SR-3
GL-11
GL-11
GL-11
GL-11
GYP, WD
GYP, WD
GYP, WD
GYP, WD
-
-
-
-
3' - 4"1 3/4"WD
-
WDSR-3
3' - 4"1 3/4"WD WDSR-3
GYP
GYP
3' - 4"1 3/4"WD WD SR-3 GYP -
NOTE:
GL-10 = DECORATIVE ACCOUSTIC GLAZING
GL-11 = DECORATIVE GLAZING
GL - 12 = FROSTED GLAZING
GL - 13 = CLEAR TEMPERED GLAZING
NOTE:
VINYL TRANSITION STRIP SHALL OCCUR UNDER
DOOR AS REQUIRED FOR SMOOTH FLOOR
TRANSITION.
NOTE:
WHERE DISSIMILAR MATERIALS MEET INSTALL
VINYL TRANSITION AS REQUIRED FOR SMOOTH
TRANSITION WHERE OTHER TRANSITIONS ARE
OTHERWISE NOT INDICATED.
3
DIMENSIONS
THIS DOOR
UNLESS
OTHERWISE
INDICATED ON
DRAWING
ELSEWHERE.
W1W2W3W4W5W6
1" INSULATED GLAZING - 1G-1
ALTERNATE - THERMALLY
BROKEN CLEAR ANNODIZED
STOREFRONT ASSEMBLY - NON
STAGGERED GLAZING AND NO
SUN SCREEN.
8'
-
4
"
1' - 6"3' - 10"
5' - 4"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
REFERENCE A/604 FOR
BASE BID AND ADDITIONAL
INFORMATION
THIS ELEVATION
CLEAR ANNODIZED
CURTAIN WALL ASSEMBY
W/ SUN SCREENS
2
RFI#23 - SUN SCREENS ARE NOT DESIRED ON THE NORTH END OF UNIT B BETWEEN COLUMN LINES BB & BC. W4
SHOULD ONLY BE BID AS STOREFRONT DUE TO THIS ON THE NORTH END. W2 SHOULD ONLY BE BID AS
STOREFRONT TO MATCH W4 ABOVE ON THE NORTH END. TWO W1 AND TWO W3 TYPES BETWEEN BB&BC
SHOULD ONLY BE BID AS STOREFRONT DUE TO THIS EXCEPTION. SUN SCREENS ARE DESIRED AT W3
EVERYWHERE ELSE SHOWN UNLESS ALTERNATE WHICH REMOVES THE CURTAIN WALL AND SUN SCREENS IN
FAVOR OF STOREFRONT IS TAKEN.
2
1" INSULATED GLAZING - 1G-1
ALTERNATE - THERMALLY
BROKEN CLEAR ANNODIZED
STOREFRONT ASSEMBLY - NON
STAGGERED GLAZING AND NO
SUN SCREEN.
5' - 4"
8'
-
4
"
1' - 6"1' - 6"
ALUMINUM COMPOSITE WALL
PANEL SYSTEM
1" INSULATED GLAZING - 1G-1
ALTERNATE - THERMALLY
BROKEN CLEAR ANNODIZED
STOREFRONT ASSEMBLY - NON
STAGGERED GLAZING AND NO
SUN SCREEN.10
'
-
8
"
1' - 6"
5' - 4"
ALUMINUM COMPOSITE WALL
PANEL SYSTEM
ALUMINUM COMPOSITE WALL
PANEL SYSTEM
CLEAR ANNODIZED CURTAIN
WALL ASSEMBLY W SUN
SCREENS
2
1" INSULATED GLAZING - 1G-1
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY - NON STAGGERED
GLAZING AND NO SUN SCREEN.
10
'
-
8
"
2'
-
6
7
/
8
"
1' - 6"1' - 6"
5' - 4"
2' - 4"
ALUMINUM COMPOSITE WALL
PANEL SYSTEM
2
1" INSULATED GLAZING - 1G-1
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY5'
-
2
"
5' - 0"
1" INSULATED GLAZING - 1G-1
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
5'
-
7
1
/
4
"
5' - 9 1/2"5' - 1"5' - 9 1/2"ALUMINUM COMPOSITE WALL
PANEL SYSTEM
-
---
1" INSULATED GLAZING - 1G-1
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
W7
2' - 10"8"4' - 4"8"2' - 10"
11' - 4"
2'
-
4
"
7
A536
Sim
11
A313
Sim1" INSULATED GLAZING - 1G-1
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
PAINTED DRAINABLE LOUVER
WITH INSULATED BLANK OFFS
WHERE NOT USED
W8
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
2' - 10"2' - 10"4' - 4"
2'
-
4
"
8"8"
11' - 4"
8' - 0"
7
A536
Sim
6
A536
Sim
7
A536
Sim
8"
10
A313 11
A313
6
A6603
8
A536
Sim
3
1" INSULATED GLAZING - 1G-1
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
W9
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
6' - 9 3/8"
2'
-
0
"
CLEAR ANNODIZED
CURTAIN WALL AND
STOREFRONT
ASSEMBLIES -
NOTE:
D110 SHALL USE A
CURTAIN WALL
ASSEMBLY. D101
SHALL USE STORE
FRONT
1 1/4" INSULATED
GLAZING - 1G-2 @
D110 ONLY
W10
13
'
-
0
3
/
8
"
2' - 10"8"4' - 4"8"2' - 10"
8'
-
0
"
ALUMINUM
COMPOSITE
WALL PANEL
SYSTEM
1 1/4" INSULATED
GLAZING - 1G-1 @
D101
19
A610
Sim
20
A610
Sim
REVEALS - SPACED
EVENLY
1" INSULATED
GLAZING - 1G-1
CLEAR
ANNODIZED
STOREFRONT
ASSEMBLY.
W11
7
A610
Sim
8
A610
Sim
9
A610
Sim
D115D
D115C
11
'
-
4
"
8'
-
0
"
3' - 5"8 7/8"11' - 0"8 7/8"3' - 5"
3' - 8"3' - 8"
ALUMINUM
COMPOSITE
WALL PANEL
SYSTEM
6
A610
Sim
19
A610
Sim
1'
-
0
"
4"4"
4"
1" INSULATED GLAZING - 1G-1
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
W12
12
A610
Sim14
A610
Sim
D100A
6' - 10"
11
'
-
4
"
6
A610
Sim
6
A535
Sim
1'
-
0
"
4"
4"
1"
INSULATED
GLAZING -
1G-1
CLEAR
ANNODIZED
CURTAIN WALL
ASSEMBLY.
W13
1
A610
Sim
2
A610
Sim
3
A610
Sim 4
A610
Sim
5
A610
Sim5
A610
Sim
3
A610
SimA100
15
'
-
5
"
16' - 10"
4' - 6 3/8"4' - 6 3/8"
10
'
-
0
"
4'
-
2
1
/
2
"
12
"
.
4".
4".
4"
.
6' - 5 3/8"
1" INSULATED
GLAZING - 1G-1
CLEAR
ANNODIZED
CURTAIN WALL
ASSEMBLY.
W14
1
A610
Sim
2
A610
Sim
3
A610
Sim
4
A610
Sim
5
A610
Sim5
A610
Sim
3
A610
Sim
A101A
12
"
.
4".
4"
.
10
'
-
0
"
4'
-
5
"
15
'
-
7
1
/
2
"
5' - 10"6' - 5 5/8"5' - 10"
19' - 5 3/8"
W15
1" INSULATED
GLAZING - 1G-1
THERMALLY BROKEN
CLEAR ANNODIZED
STOREFRONT
ASSEMBLY15
A610
Sim
8'
-
2
"
6' - 10 1/4"
W16
1/2" CLEAR TEMPERED
GLAZING
TOP AND BOTTOM EDGE
SUPPORTED BUTT
GLAZED CORNER
WINDOW ASSEMBLY.
4' - 11 7/8"
8'
-
1
0
"
4
A611
5
A611
6
A611
1/2" CLEAR
TEMPERED GLAZING
TOP AND BOTTOM EDGE
SUPPORTED BUTT GLAZED
CORNER WINDOW ASSEMBLY.
W17
9'
-
0
"
4' - 11 7/8"
5
A611
7
A611
8
A611
4
A611
Sim
W18
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
1" INSULATED GLAZING - 1G-1
8'
-
0
"
4' - 0 3/8"
4
A611
SimHARDWOOD STOREFRONT
ASSEMBLY
1/2" CLEAR
TEMPERED GLAZING
W19
C106
11' - 0"
10' - 10"
4"4"
4"
1'
-
0
"
6
A612
7
A612
5
612
9
611
4
611
8'
-
0
"
7'
-
1
0
"
3
3
CLEAR ANNODIZED
STOREFRONT
ASSEMBLY
1/2" CLEAR TEMPERED
GLAZING
W20
C110
8'
-
2
"
12' - 7 3/8"
3' - 1 3/8"3' - 1 1/2"3' - 1 1/2"3' - 3"
HARDWOOD
STOREFRONT
ASSEMBLY
1/2" CLEAR
TEMPERED
GLAZING
W21
C206
11' - 0"
10' - 10"
8'
-
8
"
7'
-
4
"
9
A611
4"
4"4"
1'
-
0
"
8
A612
Sim
7
A612
Sim
5
612
4
611
8'
-
1
0
"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
5
:
3
9
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-
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_
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_
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9
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A601
LI
B
E
R
T
Y
F
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D
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E
A
D
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WINDOW/FRAME
SCHEDULES,
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
WINDOW TYPE ELEVATIONS
NO.DESCRIPTIONDATE
2Addendum #207/20/2015
3Bid Package #3Date 3
RFI#23 - 07/23/2015 INSERTED INTO
CONTRACTOR ADDENDUM #02 - ITEM NOT
COVERED IN ARCH ADDENDUM #02 - THE
W4 SHOWN AT STAIR B200 ON THE SOUTH
SIDE 2ND FLOOR OF UNIT B SHALL HAVE
SUN SCREENS WHICH RUN IN THE
VERTICAL PLANE. HORIZONTAL SCREENS
ARE NOT PRESENT AT THIS LOCATION.
THIS MATCHES DETAIL 3/A604. THIS
LOCATION SHOULD BE BID AS CURTAIN
WALL W/ SUN SCREENS AS BASE BID. THE
ALTERNATE SHALL BE STOREFRONT
WITHOUT SUN SCREENS.
2
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
1" INSULATED GLAZING IG-1
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
11
'
-
4
"
DIVIDE EVENLY AS SHOWN.
15' - 0"
CEDAR SCREEN HINGE
ASSEMBLY AND ASSOCIATED
BUILDING MOUNTED
STRUCTURE. TOP AND BOTOM
TYP.
1
1" INSULATED
GLAZING - IG-1
1" INSULATED
GLAZING - IG-1
STOREFRONT
ASSEMBLY.
THERMALLY BROKEN
CLEAR ANNODIZED
STOREFRONT ASSEMBLY.
8'
-
0
"
10
'
-
8
"
11
'
-
4
"
2'
-
7
"
ALUMINUM
COMPOSITE
WALL PANEL
SYSTEM
ALUMINUM
COMPOSITE
WALL PANEL
SYSTEM
5' - 4"
1' - 5"
1
1" INSULATED
GLAZING - IG-1
CURTAINWALL
ASSEMBLY.
17
'
-
4
"
4'
-
6
3
7
/
6
4
"
1' - 0"5' - 8"
4'
-
9
2
7
/
6
4
"
8'
-
0
"
2' - 0"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
11 3/4"11 3/4"
INSLUATED GLAZING - IG-1
ALUMINUM STOREFRONT ENTRY SYSTEM.
REFERENCE DOOR SCHEDULE.
13' - 0".
11
'
-
4
"
3' - 2 3/4"
3' - 0".
3' - 3"3' - 3"
1'
-
0
"
4"4"
4"
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY.
22
A610
Sim
7
A313
3
A611
8'
-
0
"
INSLUATE
D GLAZING
- IG-1
3
A108
THERMALLY BORKEN
CLEAR ANNODIZED STOREFRONT
ASSEMBLY.
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
11
'
-
4
"
4' - 7"4' - 7 1/8"
1" INSULATED GLAZING - IG-1
1
1
THERMALLY BROKEN
CLEAR ANNODIZED STOREFRONT
ASSEMBLY
ALTERNATE - 1" INSULATED
GLAZING IG-3
23' - 6"
11
'
-
3
1
/
2
"
3'
-
3
1
/
2
"
3' - 11".3' - 11"3' - 11"3' - 11".3' - 11"3' - 11"
ALUMINUM COMPOSITE WALL
PANEL SYSTEM
1" INSULATED GLAZING IG-1
2
2
THERMALLY BROKEN CLEAR
ANNODIZED STORE FRONT
ASSEMBLY
ALTERNATE - 1" INSULATED
GLAZING - IG-3
11
'
-
4
"
15' - 8"
7' - 10"7' - 10"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
8"
2' - 1 1/4"
1" INSULATED GLAZING - IG-1
CW24
THERMALLY BROKEN CLEAR
ANNODIZED STORE FRONT
ASSEMBLY
ALTERNATE - 1" INSULATED
GLAZING - IG-3
11
'
-
4
"
3' - 11 1/2"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
1" INSULATED GLAZING - IG-1
THERMALLY BROKEN CLEAR
ANNODIZED STORE FRONT
ASSEMBLY
ALTERNATE - 1" INSULATED
GLAZING - IG-3
11
'
-
4
"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
1" INSULATED GLASING - IG-1
THERMALLY BROKEN CLEAR
ANNODIZED STOREFRONT
ASSEMBLY
ALTERNATE - 1" INSULATED
GLAZING - IG-3
23' - 6"
11
'
-
4
"
3' - 11"3' - 11"3' - 11"3' - 11"3' - 11"3' - 11"
3'
-
4
"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
1" INSULATED GLAZING - IG-1
THERMALLY BROKEN CLEAR
ANNODIZED STORE FRONT
ASSEMBLY
ALTERNATE - 1" INSULATED
GLAZING - IG-3
3'
-
4
"
11
'
-
4
"
23' - 5 1/4"
3' - 10 1/2"3' - 10 1/2"3' - 11 1/4"3' - 11"3' - 11"3' - 11"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
1" INSULATED GLAZING -
IG-1
THERMALLY BROKEN CLEAR
ANNODIZED STORE FRONT
ASSEMBLY
ALTERNATE - 1" INSULATED
GLAZING - IG-3
11
'
-
3
1
/
2
"
3' - 10 1/8"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
THERMALLY BROKEN CLEAR
ANNODIZED STORE FRONT
ASSEMBLY
1" INSULATED GLAZING - IG-1
12' - 3 3/8"
4' - 6 3/8"3' - 10 3/4"3' - 10 1/4"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
11
'
-
4
"
3'
-
4
"
2
3
A660
1" INSULATED
GLAZING - IG-1
THERMALLY BROKEN
CLEAR ANNODIZED
STORE FRONT
ASSEMBLY
11
A610
Sim
10
A610
Sim
D111
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
11
'
-
4
"
5' - 9 3/4"
3' - 0"
1'
-
0
"
4"
4"
4"
8'
-
0
"
VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED GLAZING -
IG-4
A111D
1'
-
0
"
4"4"
4"
3' - 11"
8'
-
0
"
3'
-
4
"
4 1/4"3' - 0"4 1/4"
2
A611
Sim
1
A611
Sim
23
A610
VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED
GLAZING - IG-4
A111C
3' - 11"
11
'
-
4
"
4"4"
4"
1'
-
0
"
3'
-
4
"
8'
-
0
"
4 1/4"3' - 0"4 1/4"
2
A611
23
A610
1
A611
Sim VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED GLAZING -
IG-4
3' - 11"
11
'
-
4
"
1
1
1
VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED
GLAZING - IG-4
A111B
3' - 11"
11
'
-
4
"
4"4"
4"
1'
-
0
"
4 1/4"3' - 0"4 1/4"8'
-
0
"
3'
-
4
"
1
A611
Sim
23
A610
8
A537
Sim
VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED
GLAZING - IG-4
A111A
3' - 11"
11
'
-
4
"
4"
4"
1'
-
0
"
8'
-
0
"
3'
-
4
"
4 1/4"3' - 0"4 1/4"
23
A610
8
A537
Sim
1
A611
SimVS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED GLAZING -
IG-4
11
'
-
4
"
3' - 11"1
1" INSULATED
GLAZING - IG-1
1" INSULATED
GLAZING - IG-1
THERMALLY BROKEN
CLEAR ANNODIZED
STOREFRONT
ASSEMBLY
THERMALLY BROKEN
CLEAR ANNODIZED
STOREFRONT
ASSEMBLY
10
'
-
8
"
2'
-
7
"
1' - 5"
5' - 4"
11
'
-
4
"
ALUMINUM
COMPOSITE
WALL PANEL
SYSTEM
ALUMINUM
COMPOSITE
WALL PANEL
SYSTEM
3' - 0"
1'
-
0
"
4"4"
4"
8'
-
0
"
1
1
6
A610
Sim
8
A600
Sim
2
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
6
:
0
4
A
M
C:
\
U
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r
s
\
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\
D
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\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A602
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
WINDOW/FRAME
SCHEDULES,
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A602
CW1 CURT - TYPE CW1
1/4" = 1'-0"A602
CW14 CURT - TYPE CW14
1/4" = 1'-0"A602
CW15 CURT - TYPE CW15
1/4" = 1'-0"A602
CW2 CURT - TYPE CW2 1/4" = 1'-0"A602
CW3 CURT - TYPE CW3
1/4" = 1'-0"A602
CW4 CURT - TYPE CW4
1/4" = 1'-0"A602
CW6 CURT - TYPE CW6
1/4" = 1'-0"A602
CW7 CURT - TYPE CW7
1/4" = 1'-0"A602
CW8 CURT - TYPE CW8
1/4" = 1'-0"A602
CW9 CURT - TYPE CW9
1/4" = 1'-0"A602
CW10 CURT - TYPE CW10
1/4" = 1'-0"A602
CW11 CURT - TYPE CW11
1/4" = 1'-0"A602
CW12 CURT - TYPE CW12
1/4" = 1'-0"A602
CW13 CURT - TYPE CW13
1/4" = 1'-0"A602
CW17 CURT - TYPE CW17
1/4" = 1'-0"A602
CW18 CURT - TYPE CW18 1/4" = 1'-0"A602
CW16 CURT - TYPE CW16
1/4" = 1'-0"A602
CW19 CURT - TYPE CW19
1/4" = 1'-0"A602
CW20 CURT - TYPE CW20
1/4" = 1'-0"A602
CW21 CURT - TYPE CW21
1
1
1 1
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
2Addendum #207/20/2015
3Bid Package #3Date 3
1
4
A311
1/4" = 1'-0"A602
CW5 CURT - TYPE CW5
1
A513
2
A513
1
A501
VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED GLAZING -
IG-2
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
LIMESTONE VENEER
GLASS JOINT - REFERENCE
SPECIFICATIONS
3
A513
2
A501
VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED GLAZING -
IG-2
1
A520
4
A519
5' - 0"
10
'
-
0
"
4'
-
4
"
10
'
-
0
"
ALUMINUM COMPOSITE
WALL PANEL SYSTEM
LIMESTONE VENEER
METAL SCREEN SYSTEM
BEYOND - NOT SHOWN
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
ALUMINUM COMPOSITE METAL WALL
PANEL SYSTEM.
1
A501
VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED GLAZING -
IG-2
4
A513
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
LIMESTONE VENEER
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
5' - 0"
4'
-
4
"
10
'
-
0
"
10
'
-
0
"
GLASS JOINT - REFERENCE
SPECIFICATIONS
2
A501 VS-1 CURTAIN WALL
ASSEMBLY
1-1/4" INSULATED GLAZING
- IG-4
2
A521
1
A521
2
A543
4
A541
3
A521
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
ALUMINUM COMPOSITE
METAL WALL PANEL
SYSTEM.
5' - 0"
5'
-
8
"
-
2'
-
4
5
/
8
"
5' - 0"5' - 0"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
6
:
2
3
A
M
C:
\
U
s
e
r
s
\
T
A
l
l
e
n
\
D
o
c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A603
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
CURTAINWALL
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A603
CW23 CURT - TYPE CW23
1/4" = 1'-0"A603
CW22 CURT - TYPE CW22
1/4" = 1'-0"A603
CW24 CURT - TYPE CW24
1/4" = 1'-0"A603
CW25 CURT - TYPE CW25
NO.DESCRIPTIONDATE
BRICK VENEER
BRICK VENEER
7
A604
Sim
7
A604
Sim
5
A604
Sim
6
A604
Sim
4
A604
Sim
EQ
EQ
EQ
EQ
EQEQ
1' - 0"
1' - 0"
1'
-
0
"
10
'
-
8
"
8'
-
3
1
/
2
"
5' - 4"
1' - 7 3/8"
2'
-
9
3
/
8
"
4"4"
1' - 0 3/4"
METAL DECK EDGE ANGLE AND
CONCRETE FLOOR CONSTRUCTION -
REFERENCE STRUCTURAL DRAWINGS
- LOCATION VARIES PENDING
CONFIGURATION OF METAL DECK AND
STRUCTURE BELOW
6" COLD FORMED METAL STUD FRAMING
AND BOXED HEADER/ FRAMING
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CONTINUOUS AIR AND MOISTURE BARRIER -
WRAP OVER BLOCKING.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INTALL
ANCHOR AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
ALUMINUM ANCHOR BRACKET - W/
STAINLESS STEEL FASTENERS.
CONTINUOUS SEALANT AND BACKER
ROD
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
INSULATED GLAZING
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
BATT INSULATION - PER STUD
THICKNESS
BATT INSULATION - PER STUD
THICKNESS
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
CONTINUOUS 2" RIGID
INSULATION.
CONTINUOUS PRE - FINISHED METAL
FLASHING W/ DRIP
CONTINUOUS SEALANT AND BACKER
ROD
CONTINUOUS COMPOSITE METAL PANEL
SUN SCREEN
1"
1/2"
1' - 0 3/4"
1/
2
"
2"
BD
CONTINUOUS AIR AND MOISTURE
BARRIER - WRAP OVER BLOCKING.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
ALUMINUM ANCHOR BRACKET - W/
STAINLESS STEEL FASTENERS.
CONTINUOUS 2" RIGID INSULATION.
CONTINUOUS PRE - FINISHED METAL
FLASHING W/ PREFORMED EDGE
CONTINUOUS SEALANT
CONTINUOUS THRU WALL FLASHING W/
WEEPS - WRAP UNDER PRE FINISHED
ASSEMBLY ABOVE AT SILL.
CONTINUOUS SEALANT AND BACKER
ROD
CONTINUOUS COMPOSITE METAL
PANEL SUN SCREEN.
6" COLD FORMED METAL STUD
FRAMING & BOXED ASSEMBLY
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
BATT INSULATION - PER STUD
THICKNESS
1 1/2"
1' - 0 3/4"
1"
CONTINUOUS ROW LOCK BRICK SILL
CONTINUOUS BRICK VENEER W/ SLIP STYLE
WALL TIES.
CONTINUOUS PRE FINISHED
METAL CAP TRIM
CONTINUOUS MEMBRANE FLASHING - WRAP
OVER TOP OF GRAVEL STOP REQUIRED FOR
WATER TIGHT CONSTRUCTION.
CONTINUOUS MEMBRANE FLASHING -
WRAP OVER TOP WALL AS REQUIRED
FOR WATER TIGHT CONSTRUCTION.
CONTINUOUS FULLY ADHERED ROOF
MEMBRANE - WRAP OVER TOP OF WALL
AS REQUIRED FOR WATER TIGHT
CONSTRUCTION.
CONTINUOUS PROTECTION BOARD
CONTINUOUS RIGID INSULATION.
BUILD-UP AND TAPER AS REQUIRED
FOR POSITIVE DRAINAGE AND WATER
TIGHT CONDITIONS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
CONTINUOUS EDGE ANGLE -
REFERENCE STRUCTURAL DRAWINGS.
6" COLD FORMED METAL STUD FRAMING
BOXED HEADER AND LATERAL BRACING
2X TREATED WOOD BLOCKING AND
SHIMS AS REQUIRED FOR CURTAIN
WALL ANCHORAGE.
5/8" GYPSUM BOARD
CONTINUOUS SEALANT
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
1/
2
"
CONTINUOUS SEALANT
CONTINUOUS PRE FINISHED
METAL GRAVEL STOP
2X TREATED WOOD BLOCKING AND SHIMS -
SLOPE FOR POSITIVE DRAINAGE.
CONTINUOUS AIR AND
MOISTURE BARRIER - WRAP
UNER GRAVEL STOP.
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INTALL
ANCHOR AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS FLASHING AND
COUNTER FLASHING - WRAP
FLASHING AND COUNTER FLASHING
OVER BLOCKING AND UP WALL.
CONTINUOUS PRE FINISHED
METAL FLASHING W/ DRIP.
ALUMINUM ANCHOR BRACKET - W/
STAINLESS STEEL FASTENERS.
CONTINUOUS SEALANT AND BACKER
ROD
CURTAIN WALL ASSEMBLY -
REINFORCE AND ANCHOR AS
REQUIRED
INSULATED GLAZING
CONTINUOUS 2" RIGID INSULATION.
CONTINUOUS COMPOSITE
METAL PANEL SUN SCREEN.
1/
2
"
BD
3 5/8" METAL STUD FRAMING
CONTINUOUS AIR AND MOISTURE
BARRIER - WRAP UNER GRAVEL STOP.
2"
1
1
/
2
"
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS MOISTURE BARRIER
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INTALL
ANCHOR AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
ALUMINUM ANCHOR BRACKET - W/
STAINLESS STEEL FASTENERS.
CONTINUOUS 2" RIGID INSULATION.
CONTINUOUS COMPOSITE
METAL PANEL SUN SCREEN.
CONTINUOUS COMPOSITE REVEAL -
COORDINATE ANCHORAGE OF
ALUMINUM BRACKET
3"
7' - 4"
2"
CONTINUOUS COMPOSITE
METAL PANEL TRIM CAP
CONTINUOUS MOISTURE BARRIER
CONTINUOUS 5/8" TREATED
PLYWOOD SHEATHING.
CONTINUOUS DRAINABLE COMPOSITE
METAL PANEL SYSTEM WITH REVEAL
AND SUB GIRT SYSTEM. INTALL
ANCHOR AND SHIM AS REQURED FOR
STRUCTURAL INTEGRITY AND TO
PREVENT OIL CANNING
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS ALUMINUM ANCHOR
BRACKET - W/ STAINLESS STEEL
FASTENERS.
CONTINUOUS 2" RIGID INSULATION.
CONTINUOUS COMPOSITE
METAL PANEL SUN SCREEN.
CONTINUOUS COMPOSITE REVEAL -
COORDINATE ANCHORAGE OF
ALUMINUM BRACKET
3"
1
1
/
4
"
BRICK VENEER
BRICK VENEER
7
A604
Sim
EQ
EQ
EQ
EQ
EQEQ
1' - 0"
1' - 0"
1'
-
0
"
10
'
-
8
"
8'
-
3
1
/
2
"
5' - 4"
1' - 7 3/8"
2'
-
9
3
/
8
"
4"4"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
6
:
3
5
A
M
C:
\
U
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e
r
s
\
T
A
l
l
e
n
\
D
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c
u
m
e
n
t
s
\
4
5
2
2
-
0
0
7
_
L
i
b
e
r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A604
LI
B
E
R
T
Y
F
U
N
D
H
E
A
D
Q
U
A
R
T
E
R
S
CA
R
M
E
L
,
I
N
D
I
A
N
A
CURTAINWALL
ELEVATION SUN
SCREEN DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/2" = 1'-0"A604
1 Callout of OFFICE WING - WEST
1 1/2" = 1'-0"A604
5 Callout (2) of WS004 - Thru Windows at Office
1 1/2" = 1'-0"A604
4 Callout (3) of WS004 - Thru Windows at Office
1 1/2" = 1'-0"A604
6 Callout of WS004 - Thru Windows at Office
3" = 1'-0"A604
7 WINDOW - SUN SCREEN JAMB 2
1/2" = 1'-0"A604
3 Callout of COURT - NORTH OFFICE ELEVATION
3" = 1'-0"A604
8 WINDOW - SUN SCREEN JAMB 2 - ALTERNATE
1/2" = 1'-0"A604
2 Callout of OFFICE WING - WEST - ALTERNATE
NO.DESCRIPTIONDATE
WALK OFF MAT
SCHLUTER EDGE STRIP - BEYOND
TERRAZZO FLOOR - BEYOND
2" RIGID CONTINUOUS RIGID
INSULATION.
1" RIGID CONTINUOUS RIGID
INSULATION.
ACCESSIBLE THRESHOLD SET IN
CONTINUOUS BEAD OF SEALANT. -
EXTEND TO EDGE OF MASONRY.
ALUMINUM ENTRANCE DOOR WITH
CONTINUOUS SWEEP AT BOTTOM.
3/
8
"
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS
#4 REBAR @ 24" O.C. MINIMUM
2 PER OPENING. REBAR SHALL
EXTEND INTO CONCRETE
FLOOR SLABS ABOVE.
COMPACTED FILL - REFERENCE
CIVIL DRAWINGS
COMPACTED GRANULAR BASE
EXTERIOR CONCRETE PATIO -
REFERENCE CIVIL DRAWINGS.
COMPOSITE METAL WALL PANEL -
ANCHOR TO BUILDING STRUCTURE AS
REQUIRED FOR INTEGRITY OF ASSEMBLY.
5/8" PLYWOOD SHEATHING.
2" RIGID INSULATION
1 1/2 " RIGID INSULATION
CONTINUOUS TREATED PLYWOOD SHIM.
CONTINUOUS SEALANT AND BACKER
ROD EACH SIDE.
CURTAIN WALL ENTRY ASSEMBLY
CURTAIN WALL INSULATED GLAZING
ASSEMBLY.
6"X6" COLD FORMED METAL STUD
BOXED FRAMING
LIMESTONE VENEER
3 5/8" METAL STUD FRAMING
BATT INSULATION - PER STUD THICKNESS.
CONTINUOUS PRE-FORMED METAL
REVEAL PAINTED FLAT BLACK. PROVIDE
TREATED WOOD BLOCKING AS REQUIRED.
CONTINOUS SEALANT SHALL BE INSTALLED
ON BOTH SIDES OF MATERIAL.
CONTINUOUS SEALANT AND BACKER ROD
CONTINUOUS BACKER BOARD EACH SIDE.
CURTAIN WALL INSULATED GLAZING
ASSEMBLY.
COLD FORMED METAL STUD BOXED FRAMING
COLD FORMED METAL STUD BOXED FRAMING
COMPOSITE METAL WALL PANEL -
ANCHOR TO BUILDING STRUCTURE AS
REQUIRED FOR INTEGRITY OF ASSEMBLY.
5/8" PLYWOOD SHEATHING.
2" RIGID INSULATION
1 1/2 " RIGID INSULATION
CONTINUOUS TREATED PLYWOOD SHIM.
CONTINUOUS SEALANT AND BACKER
ROD EACH SIDE.
CURTAIN WALL ENTRY ASSEMBLY
CURTAIN WALL INSULATED GLAZING
ASSEMBLY.
COLD FORMED METAL STUD BOXED
FRAMING
BATT INSULATION - PER STUD
THICKNESS.
5/8" PLYWOOD SHEATHING.
2" RIGID INSULATION
CONTINUOUS TREATED WOOD SHIM.
CONTINUOUS SEALANT AND BACKER
ROD EACH SIDE.
CURTAIN WALL INSULATED GLAZING
ASSEMBLY.
PAINTED CEMENTITIOUS SMOOTH FINISHED
SOFFIT ASSEMBLY WITH SUSPENSION
SYSTEM AT EXTERIOR CONDITION.
PAINTED GYPSUM BOARD ASSEMBLY WITH
SUSPENSION SYSTEM.
2X TREATED WOOD BLOCKING
6" METAL STUD FRAMING EXTENDING
AND SEALING TO DECK.
BATT INSULATION - PER STUD
THICKNESS.
EXPANSION/ CONTRACTION ISOLATION
TRACK.
3 5/8" METAL STUD KICKER - BRACE TO
BUILDING STRUCTURE AS REQUIRED FOR
STRUCTURAL INTEGRITY OF ASSSEMBLY.
COLD FORMED METAL STUD BOXED
HEADER.
BRICK VENEER WALL
CONSTRUCTION.
RIGID INSULATION
CONTINUOUS BACKER
BOARD
2X TREATED WOOD BLOCKING
TREATED PLYWOOD FURRING
AND SHIMS.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
ALUMINUM CURTAIN WALL
AND ASSOCIATED DOOR
ASSEMBLY.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
COLD FORMED METAL STUD
BOXED FRAING
2 3/4"
STOREFRONT ENTRY ASSEMBLY
STORE FRONT INSULATED GLAZING
ASSEMBLY.
STORE FRONT INSULATED GLAZING
ASSEMBLY.
5/8" PLYWOOD SHEATHING.
CONTINUOUS TREATED WOOD SHIM.
CONTINUOUS SEALANT AND BACKER
ROD EACH SIDE.
2X TREATED WOOD BLOCKING
BATT INSULATION - PER STUD
THICKNESS.
COLD FORMED BOXED METAL STUD
HEADERS.
5/8" GYPSUM BOARD
RIGID INSULATION
LATERAL WALL BRACING TO STRUCTURE
RIGID INSULATION
CONTINUOUS BACKER
BOARD
2X TREATED WOOD BLOCKING
COMPOSITE METAL PANEL
ASSEMBLY AND INTIGRATED
FLASHING/ DRAINAGE PLANE.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
COLD FORMED METAL
STUD BOXED HEADER
ALUMINUM STOREFRONT
ASSEMBLY.
CONTINUOLUS THRU WALL
PRE FINISHED HEAD
FLASHING
TREATED WOOD SHIMS
LATERAL WALL BRACING TO
STRUCTURE
BRICK VENEER WALL
CONSTRUCTION.
RIGID INSULATION
CONTINUOUS BACKER
BOARD
2X TREATED WOOD BLOCKING
TREATED WOOD SHIMS
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
COLD FORMED METAL STUD
BOXED FRAMING
ALUMINUM STOREFRONT AND
ASSOCIATED DOOR
ASSEMBLY.
6"
1"
COLD FORMED METAL STUD
BOXED FRAMING
BRICK VENEER WALL
CONSTRUCTION.
RIGID INSULATION
CONTINUOUS BACKER
BOARD
2X TREATED WOOD BLOCKING
TREATED WOOD SHIMS
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
ALUMINUM STOREFRONT AND
ASSOCIATED DOOR
ASSEMBLY.
COLD FORMED METAL STUD
BOX FRAMING
STEEL COLUMN - REFERENCE
STRUCTURAL DRAWINGS
TREATED WOOD SHIMS
BATT INSULATION - PER STUD
THICKNESS.
RIGID INSULATION
CONTINUOUS BACKER
BOARD
TREATED WOOD SHIMS
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
ALUMINUM STOREFRONT AND
ASSOCIATED DOOR
ASSEMBLY.
STEEL COLUMN - REFERENCE
STRUCTURAL DRAWINGS
BRICK VENEER WALL
CONSTRUCTION.
TREATED WOOD BLOCKING
COLD FORMED METAL STUD
BOXED FRAMING OR HEADER
TREATED WOOD BLOCKING
5/8" GYPSUM BOARD
ALUMINUM STOREFRONT AND
ASSOCIATED DOOR
ASSEMBLY.
3 5/8" METAL STUD FRAMING
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
ALUMINUM STOREFRONT AND
ASSOCIATED DOOR
ASSEMBLY.
COLD FORMED METAL STUD
BOXED FRAMING
EXTERIOR SHEATHING
SEALANT BOTH SIDES
CONTINUOUS GROUT FILL
HOT DIPPED GALVANIZED PAINTED
METAL FRAME - PAINT TO MATCH LIME
STONE
HOT DIPPED GALVANIZED PAINTED SCHEDULED DOOR
PER FRAME ELEVATION
8"
2" RIGID INSULATION
AIR/MOISTURE BARRIER
LIMESTONE VENEER, REFER TO
ELEVATION.
RE
F
E
R
T
O
W
A
L
L
S
E
C
T
I
O
N
COLD FORMED METAL
STUD BOXED FRAMING
2"
THRESHOLD - EXTEND TO EDGE OF MASONRY
2X TREATED WOOD BLOCKING
STUDS AND INTERIOR FINISH
PER WALL SECTION
COLD FORMED METAL STUD BOXED FRAMING.
CONTINUOUS SEALANT BOTH SIDES
CONTINUOUS GROUT FILL
HOT DIPPED GALVANIZED PAINTED
HOLLOW METAL FRAME
- PAINT TO MATCH LIMESTONE
HOT DIPPED GALVANIZED PAINTED
SCHEDULED DOOR
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
8"2"
2" RIGID INSULATION
AIR/MOISTURE BARRIER
CONTINUOUS METAL THRU WALL FLASHING
WEEP AND VENT SYSTEM
HOT DIPPED GALVANIZED LOOSE LINTEL
PER STRUCTURAL SCHEDULE. - PAINT TO
MATCH LIMESTONE
LIMESTONE VENEER, REFER
TO ELEVATION.
MORTAR NET
1' - 1 1/4"
CARPET FLOOR - BEYOND
CONCRETE FLOOR SLAB - REFERENCE
STRUCTURAL DRAWINGS
#4 REBAR @ 24" O.C. MINIMUM
2 PER OPENING. REBAR SHALL
EXTEND INTO CONCRETE
FLOOR SLABS ABOVE.
2" RIGID CONTINUOUS RIGID
INSULATION.
1" RIGID CONTINUOUS RIGID
INSULATION.
ACCESSIBLE THRESHOLD WITH
CARPET RECEIVER SET IN
CONTINUOUS BEAD OF SEALANT. - EXTEND
THRESHOLD TO EDGE OF MASONRY
ALUMINUM ENTRANCE DOOR WITH
CONTINUOUS SWEEP AT BOTTOM.
COMPACTED FILL - REFERENCE
CIVIL DRAWINGS
COMPACTED GRANULAR BASE
EXTERIOR CONCRETE PATIO -
REFERENCE CIVIL DRAWINGS.
2X TREATED WOOD BLOCKING
TREATED SHIMS
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
5/8" GYPSUM BOARD
3-5/8" METAL STUD FRAMING
ALUMINUM STOREFRONT AND
ASSOCIATED DOOR ASSEMBLY.
BRACE WALL CONSTRUTION
BACK TO METAL STUD WALL
CONSTRUCTION
COLD FORMED METAL STUD
BOX FRAMING
BRICK VENEER WALL
CONSTRUCTION. BELOW
1" RIGID INSULATION
2X TREATED WOOD BLOCKING
ALUMINUM CURTAIN WALL AND
ACOUSTIC GLASS ASSEMBLY
COLD FORMED METAL STUD
BOX FRAMING
TREATED WOOD SHIMS
BATT INSULATION - PER STUD
THICKNESS.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE
5/8" GYPSUM BOARD
TREATED WOOD BLOCKING
COMPOSITE METAL WALL PANEL - ANCHOR
TO BUILDING STRUCTURE FOR AS
REQUIRED FOR INTEGRITY OF ASSEMBLY.
CONTINUOUS SEALANT AND
BACKER ROD
BRICK VENEER WALL
CONSTRUCTION. BELOW
1" RIGID INSULATION
2X TREATED WOOD BLOCKING
ALUMINUM STOREFRONT
ASSEMBLY.
COLD FORMED METAL STUD
BOX FRAMING
TREATED WOOD SHIMS
BATT INSULATION - PER STUD
THICKNESS.
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS SEALANT ALL
AROUND EACH SIDE
5/8" GYPSUM BOARD
TREATED WOOD BLOCKING
COMPOSITE METAL WALL PANEL -
ANCHOR TO BUILDING STRUCTURE
FOR AS REQUIRED FOR INTEGRITY
OF ASSEMBLY.
A1.9
LIMESTONE VENEER
3 5/8" METAL STUD FRAMING
BATT INSULATION - PER
STUD THICKNESS.
CONTINUOUS PRE-FORMED METAL
REVEAL PAINTED FLAT BLACK.
PROVIDE TREATED WOOD BLOCKING
AS REQUIRED. CONTINOUS SEALANT
SHALL BE INSTALLED ON BOTH SIDES
OF MATERIAL.
CONTINUOUS SEALANT AND
BACKER ROD
CONTINUOUS BACKER BOARD
EACH SIDE.
CURTAIN WALL INSULATED GLAZING
ASSEMBLY.
COLD FORMED METAL STUD
BOXED FRAMING
LIMESTONE VENEER
2" RIGID INSULATION
1/2" MIN. RIGID INSULATION
ACOUSTIC WALL PANELS
CARPET FLOOR - BEYOND
CONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS
#4 REBAR @ 24" O.C. MINIMUM
2 PER OPENING. REBAR SHALL
EXTEND INTO CONCRETE
FLOOR SLABS ABOVE.
1" RIGID CONTINUOUS RIGID
INSULATION.
ACCESSIBLE THRESHOLD WITH
CARPET RECEIVER SET IN
CONTINUOUS BEAD OF SEALANT.
- EXTEND THRESHOLD TO EDGE
OF MASONRY
HOLLOW METAL ENTRANCE DOOR WITH
CONTINUOUS SWEEP AT BOTTOM.
COMPACTED GRANULAR BASE
EXTERIOR CONCRETE PATIO -
REFERENCE CIVIL DRAWINGS.
CAST IN PLACE
CONCRETE FOUNDATION
WALL. REFERENCE
STRUCTURAL DRAWINGS.
LAP AIR AND MOISTURE
BARRIER OVER WATER-
PROOFING MEMBRANE AT
BRICK/STONE LEDGE.
CONTINUOUS WATER-
PROOFING MEMBRANE
FLASHING. MINIMUM 6"
OVERLAP.
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP.
PROTECTION BOARD AT
BRICK/STONE/
CONCRETE BEARING.
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT.
2" RIGID INSULATION
PROTECTION BOARD.
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR.
AF
1 1/4"
2 1/8"
10"
VARIO TOGGLE CONNECTION.
1 1/4" INSULATED GLAZING UNIT.
5" VS-1 CURTAINWALL MULLION.
EXTRUDED ALUMINUM DOOR
FRAME. ANCHOR TO F TRIM.
ALUMINUM ENTRY DOOR.
REFERENCE DOOR
SCHEDULE.
4 1/4"
2 5/8"
FACE OF ALUMINUM EDGE
CHANNEL BELOW.
1/2"
1 1/2"
ELEVATOR DOOR FRAME
LINE OF THRESHOLD BELOW -
EXTEND PRIMARY FLOORING
UP TO THRESHOLD
2X HARDWOOD TRIM -
ALIGN WITH FACE OF
LIMESTONE
1/2"
1/2"X1/2" REVEAL -
PAINT BLOCKING
FLAT BLACK
LIMESTONE VENEER
TREATED WOOD
BLOCKING
CONCRETE ELEVATOR
SHAFT - REFERENCE
STRUCTURAL
DRAWINGS
8"
3
7
/
8
"
3"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
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1
5
1
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6
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MISC. DOOR AND
WINDOW DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A610
1 DOOR - MAIN ENTRY SILL
1 1/2" = 1'-0"A610
2 DOOR - MAIN ENTRY JAMB
1 1/2" = 1'-0"A610
3 DOOR - MAIN ENTRY JAMB LIMESTONE
1 1/2" = 1'-0"A610
4 DOOR - MAIN ENTRY HEAD @ DOOR
1 1/2" = 1'-0"A610
5 DOOR - MAIN ENTRY HEAD @ CEILING
1 1/2" = 1'-0"A610
7 DOOR - EXERCISE ENTRY JAMB BRICK
1 1/2" = 1'-0"A610
8 DOOR - EXERCISE ENTRY HEAD @ DOOR
1 1/2" = 1'-0"A610
9 DOOR - EXERCISE ENTRY HEAD @ TOP
1 1/2" = 1'-0"A610
10 DOOR - ENTRY BREAK OUT HEAD
1 1/2" = 1'-0"A610
11 DOOR - ENTRY BREAK OUT JAMB MASONRY
1 1/2" = 1'-0"A610
12 DOOR - EMPLOYEE ENTRY JAMB OUTSIDE
1 1/2" = 1'-0"A610
14 DOOR - EMPLOYEE ENTRY JAMB 2 OUTSIDE
1 1/2" = 1'-0"A610
15 DOOR - EMPLOYEE ENTRY JAMB 3 OUTSIDE
1 1/2" = 1'-0"A610
18 HEAD DETAIL
1 1/2" = 1'-0"A610
17 HEAD DETAIL
1 1/2" = 1'-0"A610
6 DOOR - EXERCISE ENTRY SILL
1 1/2" = 1'-0"A610
16 DOOR - EMPLOYEE ENTRY JAMB 1 OUTSIDE
1 1/2" = 1'-0"A610
20 STOREFRONT JAMB A
1 1/2" = 1'-0"A610
19 STOREFRONT JAMB B
1 1/2" = 1'-0"A610
21 PLAN DETAIL - WOOD TRIM TRANSITION
1 1/2" = 1'-0"A610
22 DOOR - LIBRARY EXTERIOR ENTRY SILL
1
1 1/2" = 1'-0"A610
23 JAMB DETAIL AT VS-1 CURTAINWALL
1
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
1 1/2" = 1'-0"A610
13 LIBRARY ELEVATOR JAMB
5" VS-1 SYSTEM
VERTICAL MULLION
BEYOND.
EXTRUDED ALUMINUM
DOOR FRAME SYSTEM
BY CURTAINWALL PROVIDER.
ALUMINUM ENTRY SYSTEM.
REFERENCE DOOR SCHEDULE.
F TRIM EXTRUSION BY
CURTAINWALL
SUPPLIER.
1 1/4" INSULATED
GLAZING UNIT.
CONTINUOUS SEALANT
AND BACKER ROD PER PER
STOREFRONT & VS-1 ASSEMBLY
MANUFACTURER
RECOMMENDATIONS
GRAVITY SHELF
FITTING AT MULLION
BEYOND.
TRANSOM PANEL TO
SPAN FROM MULLION
TO MULLION. BEAR ON
GRAVITY SHELF
FITTINGS AND
PROVIDE 3/8" GAP
BETWEEN GRAVITY
SHELF AND DOOR
FRAME.
3/
8
"
2
5
/
8
"
8' - 0"
5"
COORDINATE FRAME
DEPTH WITH CURTAIN
WALL SYSTEM AND
ATTACHMENT METHODS
1ST FLOOR LEVEL
0"
AE
2" RIGID CONTINUOUS RIGID
INSULATION.
COMPACTED FILL - REFERENCE
CIVIL DRAWINGS
COMPACTED GRANULAR BASE
EXTERIOR CONCRETE PAVERS -
REFERENCE LANDSCAPE, PLUMBING
AND CIVIL DRAWINGS IN FUTURE BID
PACKAGECONCRETE FLOOR SLAB -
REFERENCE STRUCTURAL
DRAWINGS
ALUMINUM ENTRY DOOR
SYSTEM.
CONCRETE FOUNDATION -
REFERENCE
STRUCTURAL DRAWINGS 1" RIGID CONTINUOUS RIGID
INSULATION.
ACCESSIBLE THRESHOLD -
COORDINATE W/ TERRAZZO
POUR - SET IN CONTINUOUS
BEAD OF SEALANT. - EXTEND
THRESHOLD TO EDGE OF
ALUMINUM TRIM END DAM
BEYOND.
CONTINUOUS WATER-
PROOFING MEMBRANE
FLASHING. TERMINATE
UNDER THRESHOLD
AND OVERLAP
TERMINATION BAR BY A
MINIMUM OF 6".
CONTINUOUS DETAIL TAPE
FLASHING AT OVERLAP.
CONTINUOUS VERTICAL
WATERPROOFING MEMBRANE
SYSTEM WITH DRAINAGE MAT.
CONTINUOUS WATERPROOFING
MEMBRANE TERMINATION BAR.
B1
RIGID INSULATION
CONTINUOUS BACKER
BOARD
2X TREATED WOOD BLOCKING
COMPOSITE METAL PANEL
ASSEMBLY AND INTIGRATED
FLASHING/ DRAINAGE PLANE.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
5/8" GYPSUM BOARD
BATT INSULATION - PER STUD
THICKNESS
COLD FORMED METAL
STUD BOXED HEADER
ALUMINUM STOREFRONT
ASSEMBLY.
CONTINUOLUS THRU WALL
PRE FINISHED HEAD
FLASHING
TREATED WOOD SHIMS
ALUMINUM ENTRY SYSTEM.
1/2" TEMPERED
GLAZING.
1"X3/8" HARDWOOD
STOP. TYPICAL.
1X HARDWOOD BASE.
1X HARDWOOD TRIM.
TYPICAL.
CONTINUOUS WOOD
BLOCKING.
5
1
/
4
"
3/
4
"
6"
3/4"2 1/2"3/4"
4"
2"2"
1/2"1/2"
4"
4"
2X2 STEEL COLUMN.
1" INSULATED
GLAZING UNIT.
3/8"X1" HARDWOOD
STOP. TYPICAL.
MITER CORNERS
WHERE INDICATED.
TYPICAL.
1X HARDWOOD TRIM.
TYPICAL.
2"
2"
WOOD SHIM. TYPICAL.
2"2"
1/2" TEMPERED GLAZING
1" X 1/4" HARDWOOD
GLAZING STOPS.
SUSPENDED ACOUSTIC
TILE CEILING SYSTEM.
WOOD BLOCKING.
GYPSUM BOARD FINISH.
3 5/8" METAL STUD
FRAMING.
SUSPENDED GYPSUM
BOARD CEILING SYSTEM.
2X HARDWOOD TRIM.
5"
2 1/2"2 1/2"
1
1
/
2
"
1/
2
"
METAL STUD
BOX HEADER.
1/2" TEMPERED
GLAZING
1" X 3/8" HARDWOOD
GLAZING STOPS.
SUSPENDED
ACOUSTIC
TILE CEILING
SYSTEM.
2 LAYERS 3/4" HARDWOOD
VENEER PLYWOOD.
HARDWOOD TRIM.
6" METAL
STUD FRAMING.
SUSPENDED GYPSUM
CEILING SYSTEM.
GYPSUM BOARD FINISH.
TYPICAL.
1
1
/
2
"
1/
2
"
2 1/2"
1' - 2 1/2"
6 5/8"1 1/4"6 5/8"
1' - 2 1/2"
METAL STUD BOX
HEADER.
3"
1 1/2"
1/2"
1/2" TEMPERED GLAZING
1" X 3/8" HARDWOOD
GLAZING STOPS.
1X HARDWOOD TRIM.
WOOD SHIMS.
2X2 STEEL COLUMN.
4"2
1
/
2
"
2"
2"
1'
-
2
1
/
2
"
2 LAYERS 3/4" HARDWOOD
VENEER PLYWOOD.
HARDWOOD TRIM.
GYPSUM BOARD
FINISH.
6" COLD FORMED
METAL
STUD FRAMING
AND BOX HEADER.
5/8" PLYWOOD
SHEATHING.
2" RIGID
INSULATION.
1" MORTAR NET.
BRICK VENEER.
CONTINUOUS AIR
AND MOISTURE
BARRIER.
CD
2X2 STEEL COLUMN.
ANCHOR TO
FLOOR SLAB AND
STEEL BUILDING
STRUCTURE
ABOVE
1/2" INSULATED
GLAZING UNIT.
3/8"X1" HARDWOOD
STOP. TYPICAL.
MITER CORNERS
WHERE INDICATED.
TYPICAL.
1X HARDWOOD TRIM.
TYPICAL.
WOOD SHIM. TYPICAL.
WOOD DOOR. REFERENCE
DOOR SCHEDULE.
4"1"
1
1
/
8
"
4"
CONTINUOUS ACCOUSTICAL
SEAL - COORDINATE W/ DOOR
AND HARDWARE
SPECIFICATIONS
CONTINUOUS TREATED
WOOD BLOCKING AND SHIMS
AS REQUIRED
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
RESILIENT ACOUSTICAL
CHANNELS
5/8" GYPSUM BOARD
BOXED METAL STUD FRAMING
AS REQUIRED
ACCOUSTICAL BATT
INSULATION
EXTEND WALL FINISH BEHIND
WOOD PANEL
3 5/8" METAL STUD FRAMING
AS REQUIRED
HARDWOOD PANELINGGYPSUM BOARD BEYOND SHALL
BE PAINTED FLAT BLACK
HARDWOOD TRIM
5
"
HARDWOOD FRAME
ACCOUSTICAL GLASS1/2 "
1 /2 "
1
/
2
"
CONTINUOUS ACCOUSTICAL
SEAL - COORDINATE W/ DOOR
AND HARDWARE
SPECIFICATIONS
HARDWOOD TRIM
1
1
/
2
"
1/
2
"
CONTINUOUS TREATED
WOOD BLOCKING AND SHIMS
AS REQUIRED
RESILIENT ACOUSTICAL
CHANNELS
5/8" GYPSUM BOARD
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
ACCOUSTICAL BATT
INSULATION
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
HARDWOOD DOOR
ACCOUSTICAL GLASS
5"
ACCOUSTICAL
PANNELS MOUNTED
ON "Z" CLIPS
HARDWOOD
PANELING
GYPSUM BOARD
BEYOND SHALL BE
PAINTED FLAT
BLACK
HARDWOOD FRAME
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
CARPET FLOOR FINISH
RECESSED ACOUSTICAL
SEAL
HARDWOOD PANELING
HARDWOOD DOOR
CARPET DIVIDER/
ACCOUSTICAL TRANSITION -
NATIONAL GUARD PRODUCTS,
INC. 414 OR APPROVED
EQUAL. - SET IN CONTINUOUS
BED OF SEALANT.
COORDINATE W/ DOOR AND
HARDWARE
1/2"
1/
2
"
1/2"
HARDWOOD BASE
GYPSUM BOARD BEYOND SHALL
BE PAINTED FLAT BLACK
ACCOUSTICAL GLASS
DB.8
1 /2 "
CONTINUOUS
ACCOUSTICAL SEAL -
COORDINATE W/ DOOR
AND HARDWARE
SPECIFICATIONS
CONTINUOUS TREATED
WOOD BLOCKING AND SHIMS
AS REQUIRED
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
RESILIENT ACOUSTICAL
CHANNELS
5/8" GYPSUM BOARD
BOXED METAL STUD
FRAMING AS REQUIRED
ACCOUSTICAL BATT
INSULATION
3 5/8" METAL STUD
FRAMING AS REQUIRED
HARDWOOD PANELING
GYPSUM BOARD
BEYOND SHALL BE
PAINTED FLAT BLACK
HARDWOOD TRIM
HARDWOOD FRAME
ACCOUSTICAL GLASS
ALIGN FRAME WITH FACE
OF ACOUSTICAL WALL
PANEL
5
"
CONTINUOUS ACCOUSTICAL
SEAL - COORDINATE W/ DOOR
AND HARDWARE
SPECIFICATIONS
HARDWOOD TRIM
CONTINUOUS TREATED
WOOD BLOCKING AND SHIMS
AS REQUIRED
RESILIENT ACOUSTICAL
CHANNELS
5/8" GYPSUM BOARD
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
ACCOUSTICAL BATT
INSULATION
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
ACCOUSTICAL GLASS
HARDWOOD PANELING
GYPSUM BOARD BEYOND SHALL
BE PAINTED FLAT BLACK
ACCOUSTICAL PANNELS
MOUNTED ON "Z" CLIPS
HARDWOOD FRAME
HARDWOOD DOOR
1/
2
"
CONTINUOUS TREATED
WOOD BLOCKING AND SHIMS
AS REQUIRED
RESILIENT ACOUSTICAL
CHANNELS
5/8" GYPSUM BOARD
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
ACCOUSTICAL BATT
INSULATION
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
FULLY WELDED HOLLOW
METAL DOOR FRAME
CONTINUOUS
SEALANT
CONTINUOUS ACCOUSTICAL
SEAL - COORDINATE W/ DOOR
AND HARDWARE
SPECIFICATIONS
5
"
HARDWOOD TRIM
HARDWOOD FRAME
TILE FLOOR TRANSITION -
SCHLUTER RENNO TK OR APPROVED
EQUAL
ANTI-FRACTURE MEMBRANE - PER
MANUFACTURER
RECOMMENDATIONS FOR
CERAMIC TILE
CEMENTITIOUS BASED LEVELING
COMPOUND AS REQUIRED.
GYPSUM BASED COMPOUND NOT
PERMITTED
3/
8
"
CARPET FLOOR FINISH
ADJUST LOCATION OF FLOOR
TRANSITION FOR PROPER FUNCTION
OF DOOR SEAL AT BOTTOM
TERRAZZO FLOOR
TERRAZZO FLOOR TRANSITION -
"L" STRIP
CARPET FLOOR TRANSITION - AS
RECOMMENDED BY CARPET MFGR FOR
ADJACENT CONDITION TO TERRAZZO
ANTI-FRACTURE MEMBRANE - PER
MANUFACTURER
RECOMMENDATIONS FOR
TERRAZZO
CONTROL/ EXPANSION JOINT
CEMENTITIOUS BASED LEVELING
COMPOUND AS REQUIRED.
GYPSUM BASED COMPOUND NOT
PERMITTED
VINYL TRANSITION STRIP
EXTEND TERRAZZO TO INSIDE FINISH
FACE OF DOOR TO ACCOMMODATE
ACOUSTICAL SEAL AT DOOR 110B
DB.8
2.22
1 1 /2 "
1 /2 "
5
"
CONTINUOUS ACCOUSTICAL SEAL
- COORDINATE W/ DOOR AND
HARDWARE SPECIFICATIONS
CONTINUOUS TREATED
WOOD BLOCKING AND SHIMS
AS REQUIRED
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH SIDE
5/8" GYPSUM BOARD
HARDWOOD PANELING
GYPSUM BOARD
BEYOND SHALL BE
PAINTED FLAT BLACK
RESILIENT ACOUSTICAL
CHANNELS
BOXED METAL STUD
FRAMING AS REQUIRED
3 5/8" METAL STUD
FRAMING AS REQUIRED
HARDWOOD FRAME
ACCOUSTICAL BATT
INSULATION
HARDWOOD TRIM
FULLY WELDED HOLLOW
METAL DOOR FRAME CONTINUOUS SEALANT - ALL
AROUND
3/
8
"
3/
8
"
TERRAZZO FLOOR
TERRAZZO FLOOR TRANSITION -
"L" STRIP
TILE FLOOR TRANSITION -
SCHLUTER RENNO U OR
APPROVED EQUAL
ANTI-FRACTURE MEMBRANE - PER
MANUFACTURER
RECOMMENDATIONS FOR
TERRAZZO
ANTI-FRACTURE MEMBRANE - PER
MANUFACTURER
RECOMMENDATIONS FOR
CERAMIC TILE
CONTROL/ EXPANSION JOINT
CEMENTITIOUS BASED LEVELING
COMPOUND AS REQUIRED.
GYPSUM BASED COMPOUND NOT
PERMITTED
3/
8
"
CONTINUOUS TREATED
WOOD BLOCKING AND SHIMS
AS REQUIRED
RESILIENT ACOUSTICAL
CHANNELS
5/8" GYPSUM BOARD
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
ACCOUSTICAL BATT
INSULATION
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
FULLY WELDED HOLLOW
METAL DOOR FRAME
HARDWOOD TRIM
HARDWOOD FRAME
CONTINUOUS SEALANT AND
BACKER ROD
GYPSUM CEILING ON
SUSPENSION SYSTEM
2 5/8"
5"
HARDWOOD FRAMEHARDWOOD FRAME
1/
2
"
5/8" TREATED PLYWOOD
2X TREATED WOOD
BLOCKING AND SHIMS
AS REQUIRED
HARDWOOD TRIMHARDWOOD TRIM
RESILIENT ACOUSTICAL
CHANNELS
5/8" GYPSUM BOARD ACCOUSTICAL BATT
INSULATION
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
FULLY WELDED HOLLOW
METAL DOOR FRAME
RESILIENT ACOUSTICAL
CHANNELS
CONTINUOUS ACCOUSTICAL
SEAL - COORDINATE W/ DOOR
AND HARDWARE
SPECIFICATIONS
GYPSUM CEILING ON
SUSPENSION SYSTEM
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
HARDWOOD TRIM
CONTINUOUS TREATED
WOOD BLOCKING AND SHIMS
AS REQUIRED
RESILIENT ACOUSTICAL
CHANNELS
5/8" GYPSUM BOARD
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
ACCOUSTICAL BATT
INSULATION
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDEACCOUSTICAL GLASS
HARDWOOD FRAME
HARDWOOD DOOR5"
ACCOUSTICAL BATT INSULATION
5/8" GYPSUM BOARD
RESILIENT ACOUSTICAL CHANNELS
METAL STUD FRAMING AND BOXED
HEADER AS REQUIRED
CONTINUOUS TREATED WOOD
BLOCKING AND SHIMS AS
REQUIRED
CONTINUOUS ACOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
HARDWOOD FRAME
HARDWOOD DOOR
HARDWOOD TRIM
ACOUSTICAL GLASS
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
7
:
1
4
A
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7
2
9
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MISC DOOR AND
WINDOW DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1 1/2" = 1'-0"A611
1 DOOR HEAD AT VS-1 CURTAINWALL
1 1/2" = 1'-0"A611
2 SILL DETAIL AT VS-1 CURTAINWALL
1 1/2" = 1'-0"A611
3 HEAD DETAIL AT STOREFRONT
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
1 1/2" = 1'-0"A611
4 Detail 1
1 1/2" = 1'-0"A611
5 Detail 2
1 1/2" = 1'-0"A611
6 Detail 3
1 1/2" = 1'-0"A611
7 Detail 4
1 1/2" = 1'-0"A611
8 Detail 5
1 1/2" = 1'-0"A611
9 Detail 10
1" = 1'-0"A611
10 PLAN DETAIL - AREA D - BREAK OUT/ GOODRICH
1" = 1'-0"A611
11 SECTION DETAIL - BREAK OUT/ GOODRICH
1" = 1'-0"A611
12 SILL DETAIL - GOODRICH/ BREAK OUT
1" = 1'-0"A611
13 PLAN DETAIL - DINING/ BREAK OUT TRANSITION
1" = 1'-0"A611
14 SECTION DETAIL - DINING/ BREAK OUT
1" = 1'-0"A611
15 Callout of PLAN - 01 FLOOR PLAN - AREA D
1 1/2" = 1'-0"A611
16 SILL DETAIL - DINING TO BREAK
1 1/2" = 1'-0"A611
17 SILL DETAIL - DINING TO CORRIDOR
1" = 1'-0"A611
18 PLAN DETAIL - BREAK OUT/ DINING ZONE
1 1/2" = 1'-0"A611
19 SECTION DETAIL - BREAK OUT/ CORRIDOR
1 1/2" = 1'-0"A611
20 SECTION DETAIL - BREAK OUT/ DINING ZONE
1" = 1'-0"A611
21 Section 106
1" = 1'-0"A611
22 SECTION DETAIL - EXERCISE/ BREAK OUT
1" = 1'-0"A611
23 PLAN DETAIL - EXERCISE/ BREAK OUT
HARDWOOD FRAME
2X TREATED WOOD
BLOCKING AND SHIMS
AS REQUIRED
RESILIENT ACOUSTICAL
CHANNELS5/8" GYPSUM BOARD
ACCOUSTICAL BATT
INSULATION
CONTINUOUS ACCOUSTICAL
SEALANT - ALL AROUND EACH
SIDE
FULLY WELDED HOLLOW
METAL DOOR FRAME
HARDWOOD TRIM
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
5"
2 1/8"
2'
-
8
"
4"
6" METAL STUD FRAMING.
GYPSUM BOARD FINISH.
PROVIDE 4X4X3/8 STEEL
ANGLE DOOR STOP WITH
1/4" RUBBER IN WALL CAVITY
AS INDICATED.
SOUND BATT INSULATION.
TYPICAL.
2X6 WOOD STUD FRAMING.
LINE INSIDE OF DOOR
POCKET WITH 3/8" PLYWOOD
SHEATHING.
SLIDING DOOR. REFERENCE
DOOR SCHEDULE.
4" DOOR STILE AND DOOR
HARDWARE TO REMAIN
EXPOSED WHEN DOOR IS
IN FULL OPEN POSITION.
6"
IMPACT RESISTANT
GYPSUM BOARD FINISH
IMPACT RESISTANT
GYPSUM BOARD FINISH
2X TREATED WOOD
BLOCKING AND SHIMS
SCHLUTER STRIP AT
TILE BASE - SCHIENE
OR EQUAL
TILE BASE BELOW -
STOP BASE 1/4" FROM
DOOR OPENING EDGE
- TYP. BOTH SIDES
6" COLD FORMED METAL STUD
FRAMING AND BOX HEADER.
GYPSUM BOARD FINISH.
SOUND BATT INSULATION.
TYPICAL.
2X12 TREATED STRUCTURE
SLIDING DOOR. REFERENCE
DOOR SCHEDULE.
IMPACT RESISTANT
GYPSUM BOARD FINISH
DEFLECTION TRACK AND
FRAMING MOUNTED TO UNDER
SIDE OF JOIST AS REQUIRED
FOR STRUCTURAL INTEGRITY.
DOOR TRACK - ANCHOR TO
COLD FORMED METAL STUD
FRAMING AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
ENTIRE ASSEMBLY
BRACE WALL CONSTRUCTION TO
DECK AS REQUIRED FOR
STRUCTRAL INTEGRITY FOR ALL
ASSOCIATED ASSEMBLIES.
2X TREATED WOOD
BLOCKING AND SHIMS
2X TREATED WOOD
BLOCKING AND SHIMS
GYPSUM CEILING ON
SUSPENSION SYSTEM
CONTINUOUS TREATED
WOOD BLOCKING EACH
SIDE
WOOD TRIM
WOOD FRAME
TREATED WOOD
BLOCKING AND SHIMS
METAL STUD FRAMING
AND BOX HEADER
SOUND BATT INSULATION
- TYPICAL
GYPSUM CEILING ON
SUSPENSION SYSTEM
SUSPENDED ACOUSTIC
TILE CEILING SYSTEM
CD
TREATED WOOD BLOCKING AND SHIMS.
2 LAYERS 3/4" HARDWOOD
VENEER PLYWOOD.
HARDWOOD TRIM.
1/2" TEMPERED GLAZING
1" X 3/8" HARDWOOD
GLAZING STOPS.
1X HARDWOOD TRIM.
3"
1 1/2"
1/2"
3
1
/
2
"
TREATED WOOD BLOCKING
6" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER
CONTINUOUS VAPOR BARRIER
5/8" GYPSUM BOARD1 1/2"1/2"
ACOUSTICAL BATT INSULATION
3
1/2" TEMPERED GLAZING
1" X 3/8" HARDWOOD
GLAZING STOPS.
HARDWOOD TRIM.
WOOD SHIMS.
2 LAYERS 3/4" HARDWOOD
VENEER PLYWOOD.
5/8" GYPSUM BOARD
CONTINUOUS
VAPOR BARRIER
GYPSUM CEILING ON
SUSPENSION SYSTEM
GYPSUM CEILING ON
SUSPENSION SYSTEM
6" COLD FORMED METAL STUD
FRAMING AND BOX HEADER -
ANCHOR TO BUILDING
STRUCTURE AS REQUIRED FOR
STRUCTURAL INTEGRITY
STEEL STRUCTURE -
REFERENCE
STRUCTURAL
DRAWINGS
TREATED WOOD
BLOCKING AND SHIMS.
METAL DECK AND
CONCRETE SLAB -
REFERENCE
STRUCTURAL
DRAWINGS
CONTINUOUS SEALANT BED -
EACH SIDE OF GLASS
THERMAL BATT INSULATION IN
BULKHEAD AND CEILING
1" X 3/8" HARDWOOD
STOP.HARDWOOD DOOR
ACOUSTICAL SEAL
1
1
/
2
"
1/
2
"
1/2" TEMPERED GLAZING
1" X 3/8" HARDWOOD
GLAZING STOPS.
HARDWOOD TRIM.
2X TREATED WOOD
BLOCKING AND SHIMS.
2 LAYERS 3/4" HARDWOOD
VENEER PLYWOOD.
5/8" GYPSUM
BOARD
CONTINUOUS
VAPOR BARRIER
GYPSUM CEILING ON
SUSPENSION SYSTEM
GYPSUM CEILING ON
SUSPENSION SYSTEM
6" COLD FORMED METAL STUD
FRAMING AND BOX HEADER -
ANCHOR TO BUILDING
STRUCTURE AS REQUIRED FOR
STRUCTURAL INTEGRITY
STEEL STRUCTURE -
REFERENCE
STRUCTURAL
DRAWINGS
METAL DECK
REFERENCE
STRUCTURAL
DRAWINGS
CONTINUOUS SEALANT
BED - EACH SIDE OF GLASS
1/
2
"
1
1
/
2
"
ACOUSTICAL BATT
INSULATION
3
C8.5
2"
LIMESTONE VENEER WALL
CONSTRUCTION.
RIGID INSULATION
CONTINUOUS TREATED
PLYWOOD
2X TREATED WOOD BLOCKING
TREATED PLYWOOD
FURRING.
CONTINUOUS SEALANT ALL
AROUND EACH SIDE.
HOT DIPPED GALVANIZED
PAINTED HOLLOW METAL
DOOR FRAME. GROUT FRAME
SOLID.
COLD FORMED METAL STUD
BOXED FRAMING
5/8" GYPSUM BOARD
BATT INSULATION -
PER STUD THICKNESS
3 1/4"8"
6" COLD FORMED METAL
STUD FRAMING AND BOX
HEADER
5/8" GYPSUM BOARD1 1/2"
1/2"
5"CONTINUOUS SEALANT
HARDWOOD FRAME
HARDWOOD TRIM
LIMESTONE VENEER
2X TREATED WOOD
BLOCKING AND SHIMS
1"X3/8" HARDWOOD STOP
CONTINUOUS TREATED
PLYWOOD
TREATED PLYWOOD FURRING
HARDWOOD TRIM CONTINUOUS TREATED WOOD
BLOCKING AND SHIMS
5/8" GYPSUM BOARD
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED
ACCOUSTICAL BATT
INSULATION
CONTINUOUS SEALANT
HARDWOOD FRAME
HARDWOOD DOOR
LIMESTONE VENEER
CONTINUOUS LINTEL
CONTINUOUS TREATED
PLYWOOD
1/
4
"
3/
4
"
3/4" CONTINUOUS GLAZING
EDGE CHANNEL - ALIGN W/
DOOR CHANNEL
CONTINUOUS SEALANT
AND BACKER ROD
TREATED WOOD
BLOCKING AND
SETTING BLOCKS AS
REQUIRED.
TREATED WOOD
BLOCKING AND SHIMS.
6" METAL STUD FRAMING TO
DECK ABOVE - BRACE
LATERALLY AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
ALL ASSOCIATED ASSEMBLIES
GYPSUM CEILING ON
SUSPENSION SYSTEM
TEMPERED GLAZING
1/
4
"
3/
4
"
3/4" CONTINUOUS GLAZING
EDGE DOOR CHANNEL - ALIGN
W/ ADJACENT GLAZING
CHANNEL
CONSEALED PIVOT HINGE -
CONSTRUCT METAL STUD
FRAMING AND TREATED
WOOD BLOCKING TO
ACCOMMODATE PIVOT
TREATED WOOD
BLOCKING AND SHIMS.
6" METAL STUD FRAMING TO
DECK ABOVE - BRACE
LATERALLY AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
ALL ASSOCIATED ASSEMBLIES
GYPSUM CEILING ON
SUSPENSION SYSTEM
TEMPERED GLAZING
1/
4
"
3/
8
"
6"
4"
3/4" CONTINUOUS GLAZING EDGE
DOOR CHANNEL - ALIGN W/
ADJACENT GLAZING CHANNEL
CONSEALED PIVOT HINGE
AND CLOSER EMBEDED IN
CONCRETE AND TERRAZZO -
TEMPERED GLAZING
CONCRETE FLOOR SLAB
- THICKEN SLAB TO
ACCOMMODATE PIVOT
HINGE AND CLOSER
ASSEMBLY.
3/4" CONTINUOUS GLAZING
EDGE CHANNEL - ALIGN W/
DOOR CHANNEL
TEMPERED GLAZING
3/4" CONTINUOUS GLAZING
EDGE DOOR CHANNEL - ALIGN
W/ ADJACENT GLAZING
CHANNEL
CONSEALED PIVOT HINGE
AND CLOSER EMBEDED IN
CONCRETE AND TERRAZZO -
DOOR FRAME - PER SCHEDULE
METAL STUD FRAMING AND
BOXED HEADER AS REQUIRED.
5/8" GYPSUM BOARD
TEMPERED GLAZING
3/4" CONTINUOUS GLAZING
EDGE DOOR CHANNEL
ACCOUSTICAL BATT
INSULATION
5/8" IMPACT RESISTANT
GYPSUM BOARD
CONSEALED PIVOT HINGE
AND CLOSER EMBEDED IN
CONCRETE AND TERRAZZO -
METAL STUD FRAMING AND
BOXED HEADER AS
REQUIRED
5/8" GYPSUM BOARD
LINE OF TERRAZZO
TRANSITION
3 5/8" METAL STUD FRAMING
TO DECK ABOVE - BRACE
LATERALLY AS REQUIRED FOR
STRUCTURAL INTEGRITY OF
ALL ASSOCIATED ASSEMBLIES
5/8" GYPSUM BOARD
GYPSUM CEILING ON
SUSPENSION SYSTEM
SUSPENDED ACOUSTIC
TILE CEILING SYSTEM.
3 5/8" METAL STUD FRAMING TO
DECK ABOVE - BRACE
LATERALLY AS REQUIRED FOR
STRUCTURAL INTEGRITY OF ALL
ASSOCIATED ASSEMBLIES
ACCOUSTICAL BATT
INSULATION
2X TREATED WOOD BLOCKING
AND SHIMS2X TREATED WOOD
BLOCKING AND SHIMS
BEYOND
CONSEALED PIVOT
HINGE - CONSTRUCT
METAL STUD FRAMING
AND TREATED WOOD
BLOCKING TO
ACCOMMODATE PIVOT
3/8"
TERRAZZO COVED BASE
CONTINUOUS ALUMINUM
TRANSITION STRIP 1/4"
LIMESTONE VENEER
CONTINUOUS DIVIDER
STRIP
TERRAZZO FLOOR
FINISH
CRACK ISOLATION
MEMBRANE
GROUT CMU FULL
4" CMU
CONCRETE FLOOR SLAB -
COORDINATE LOCATIONS
OF CONTROL AND
EXPANSION JOINTS W/
TERRAZZO LAYOUT PRIOR
TO SHOP DRAWINGS AND
AND INSTALLATION
ELEVATOR DOOR FRAME
2X HARDWOOD TRIM -
ALIGN WITH FACE OF
LIMESTONE
1/
2
"
1/2"X1/2" REVEAL -
PAINT BLOCKING
FLAT BLACK
LIMESTONE VENEER
STEEL LINTEL -
REFERENCE
STRUCTURAL
DRAWINGS
CONCRETE ELEVATOR
SHAFT - REFERENCE
STRUCTURAL
DRAWINGS
CUT B.O. LIMESTONE
AT HEAD TO RECEIVE
LINTEL
1/2"
5 3/8"
3"3 7/8"8"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
7
:
5
0
A
M
C:
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4
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2
2
-
0
0
7
_
L
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F
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n
d
-
C
E
N
T
R
A
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_
T
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_
L
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CA
L
_
0
7
2
9
2
0
1
5
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A612
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F
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MISC. DOOR AND
WINDOW DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1" = 1'-0"A612
1 SECTION DETAIL - TOILET ROOMS/ BREAK OUT
1" = 1'-0"A612
2 PLAN DETAIL - LOCKER ROOM SLIDING DOOR
1" = 1'-0"A612
3 SECTION DETAIL - LOCKER ROOM SLIDING DOOR
1" = 1'-0"A612
4 SECTION DETAIL - LIBRARY WORK ROOM
3
1" = 1'-0"A612
5 SECTION DETAIL - LIBRARY ARCHIVE
1" = 1'-0"A612
6 SECTION DETAIL - LIBRARY ARCHIVE
1" = 1'-0"A612
7 SECTION DETAIL - ARCHIVE DOOR HEAD
1" = 1'-0"A612
8 SECTION DETAIL - AIV DOOR HEAD
1 1/2" = 1'-0"A612
9 PLAN DETAIL - LIBRARY STAIR DOOR
1" = 1'-0"A612
10 PLAN DETAIL - MAIN ENTRY VESTIBULE
1" = 1'-0"A612
11 SECTION DETAIL - ENTRY HEAD
1 1/2" = 1'-0"A612
12 SECTION DETAIL - ENTRY GLASS HEAD
1 1/2" = 1'-0"A612
13 SECTION DETAIL - ENTRY GLASS HEAD 2
1 1/2" = 1'-0"A612
14 SECTION DETAIL - ENTRY GLASS SILL
1 1/2" = 1'-0"A612
15 PLAN DETAIL - ENTRY GLASS
1 1/2" = 1'-0"A612
16 PLAN DETAIL - GLASS DOOR UNIT B
1 1/2" = 1'-0"A612
17 SECTION DETAIL - UNIT B GLASS DOORS
3" = 1'-0"A612
18 TYPICAL TERRAZZO BASE
1 1/2" = 1'-0"A612
19 LIBRARY ELEVATOR DOOR HEAD DETAIL
3
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP LOW
22' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
A601
W19
A538
4 Sim
A538
4 Sim
C
E
I
L
I
N
G
8'
-
1
0
"
GYPSUM BOARD
AT EDGE OF
FLOOR
C
E
I
L
I
N
G
8'
-
0
"
OPEN TO BEYOND
OPEN TO BEYOND
GYPSUM BOARD CEILING
10
"
ALIGN PULL
STATION WITH
FIRE ALARM
STROBE ABOVE
ALIGN PULL
STATION WITH
FIRE ALARM
STROBE ABOVE
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY HIGH
CEILING
30' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
LAMINATED STAINED TREE COLUMN
STRUCTURAL GLASS RAILING SYSTEMA538
4 Sim
C
E
I
L
I
N
G
8'
-
0
"
5' - 0" TYP.
CENTER OUTLET IN
END OF BOOKSHELF
CENTER OUTLET IN
END OF BOOKSHELF
CENTER LIGHT FIXTURE
MOUNT ON STEEL
STRAPPING PLATE
BETWEEN COLUMN LEGS
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
O
P
E
N
I
N
G
7'
-
1
0
"
C
E
I
L
I
N
G
8'
-
1
0
"
GYPSUM BOARD CEILING
GYPSUM BOARD CEILING
C
E
I
L
I
N
G
8'
-
0
"
A541
3 Sim
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
O
P
E
N
I
N
G
7'
-
1
0
"
C
E
I
L
I
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G
8'
-
1
0
"
C
E
I
L
I
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G
8'
-
0
"
A541
3 Sim
GYPSUM
BOARD CEILING
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
GYPSUM BOARD FINISH
7'
-
2
"
4'
-
6
5
/
8
"
1' - 6 3/4"
CEILING 20' - 0"
GYPSUM BOARD CEILING
8' - 6 7/8"
8'
-
0
"
4' - 4 1/2"4' - 2 3/8"EQ EQ
ALIGN T.O.
FIXUTRE WITH T.O.
WINDOW TRIM
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
C
E
I
L
I
N
G
8'
-
0
"
STRUCTURAL GLASS
RAILING SYSTEM
LAMINATED STAINED TREE
COLUMN BEYOND
5' - 0" TYP.
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
COURTYARD GLAZING BEYOND
GYPSUM BOARD SURFACE
O
P
E
N
I
N
G
7'
-
2
"
CEILING 20' - 0"
GYPSUM BOARD CEILING
5'
-
7
1
/
4
"
5' - 9 1/2"5' - 9 1/2"8"5' - 1"8"
STOREFRONT GLAZING
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
LANDING 20' - 0"
GYPSUM BOARD CEILING
GYPSUM BOARD
WALL FINISH
7'
-
2
"
4'
-
6
5
/
8
"
1' - 6 3/4"
8' - 7 1/2"
8'
-
0
"
DOOR BEYOND
EQ EQ
ALIGN T.O.
LIGHT AT T.O.
OPENING TRIM
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
GYPSUM BOARD
WALL SURFACE
C
E
I
L
I
N
G
8'
-
0
"
8'
-
0
"
EQ EQ
8' - 9"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
8
:
0
8
A
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C:
\
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\
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4
5
2
2
-
0
0
7
_
L
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t
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F
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d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
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r
v
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A620
LI
B
E
R
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F
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E
A
D
Q
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A
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R
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CA
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M
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L
,
I
N
D
I
A
N
A
INTERIOR
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A620
1 LIBRARY SECTION/ELEVATION
1/4" = 1'-0"A620
2 INTERIOR ELEVATION - LIBRARY
1/4" = 1'-0"A620
3 LIBRARY STAIR - NORTH
1/4" = 1'-0"A620
4 LIBRARY STAIR - SOUTH
1/4" = 1'-0"A620
5 INTERIOR ELEVAITON
1/4" = 1'-0"A620
6 INTERIOR ELEVATION - LIBRARY
1/4" = 1'-0"A620
7 INTERIOR ELEVATION - LIBRARY
1/4" = 1'-0"A620
8 INTERIOR ELEVATION
1/4" = 1'-0"A620
9 INTERIOR ELEVATION - ARCHIVE
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY HIGH
CEILING
30' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
CUT LIMESTONE VENEER.
ALUMINUM COMPOSITE
METAL PANEL SYSTEM
AT COLUMNS. TYPICAL.
ALUMINUM COMPOSITE
METAL PANEL SYSTEM.
VS-1 CURTAINWALL
SYSTEM.
STRUCTURAL GLASS
RAILING SYSTEM
HARDWOOD WRAP AT
JAMB AND HEAD OF OPENING.
A538
4 Sim
A538
4 Sim
RETURN GRILLE - REFERENCE
MECHANICAL DRAWINGS -
ORIENT FINS UPWARD AND PAINT
TO MATCH ADJACENT LIMESTONE
PANELS - SUBMIT PAINT
SAMPLES FOR APPROVAL PRIOR
TO PAINTING
SUPPORT LINTEL - REFERENCE
STRUCTURAL DRAWINGS
6' - 0"
2'
-
6
"
2'
-
6
"
6' - 0"
RETURN GRILLE - REFERENCE
MECHANICAL DRAWINGS -
ORIENT FINS UPWARD AND PAINT
TO MATCH ADJACENT LIMESTONE
PANELS - SUBMIT PAINT
SAMPLES FOR APPROVAL PRIOR
TO PAINTING
SUPPORT LINTEL - REFERENCE
STRUCTURAL DRAWINGS
4' - 6"5' - 0"5' - 0"4' - 6"
OPEN
OPEN
OPEN OPEN
OPEN
STRUCTURAL GLASS
RAILING SYSTEM
BEYOND
2'
-
8
"
2'
-
8
"
2'
-
8
"
EQ EQ
2'
-
8
"
2'
-
8
"
2'
-
6
"
EQ EQ
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
LAMINATED STAINED
TREE COLUMN BEYOND
CASED OPENING
LIGHT FIXTURE - REFERENCE
ELECTRICAL DRAWINGS
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
4' - 11"5' - 0"6' - 3 5/8"
2'
-
8
"
5'
-
2
"
LIGHT FIXTURE - REFERENCE
ELECTRICAL DRAWINGS
ELEVATOR ENTRANCE
STOREFRONT WINDOW
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
10' - 8"
8'
-
8
"
3' - 0"3' - 10"3' - 10"
CENTER FIRE ALARM
OVER LIGHT
SWITCHES BELOW
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
LIGHT FIXTURE -
REFERENCE
ELECTRICAL DRAWINGS
4' - 6 5/8"5' - 0"
2'
-
8
"
5'
-
2
"
STOREFRONT WINDOW
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY HIGH
CEILING
30' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
2
A501
6
A651
A538
4 Sim
C
E
I
L
I
N
G
8'
-
0
"
A538
4 Sim
STRUCTURAL GLASS
RAILING SYSTEM
LAMINATED STAINED TREE COLUMN
A640
4 Sim
A640
4 Sim
1ST FLOOR LEVEL
0"
CUT LIMESTONE
VENEER. TYPICAL.
CONFERENCE ROOM
WALLS. TYPICAL.
ALIGN HALL STATION -
CENTERED IN LIMESTONE
COURSING AS INDICATED.
OPEN
8"
+
TERRAZZO BASETERRAZZO BASECOPE TERRAZZO AROUND
STAIR AS SHOWN
COPE TERRAZZO AROUND
STAIR AS SHOWN
TERRAZZO BASE TERRAZZO BASE
19
A612
18
A612
Sim 18
A612
Sim
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
8
:
3
5
A
M
C:
\
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4
5
2
2
-
0
0
7
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L
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F
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-
C
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N
T
R
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L
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_
L
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L
_
0
7
2
9
2
0
1
5
.
r
v
t
A621
LI
B
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F
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CA
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L
,
I
N
D
I
A
N
A
INTERIOR
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A621
1 INTERIOR ELEVATION/SECTION - LIBRARY
1/4" = 1'-0"A621
2 INTERIOR ELEVATION - ARCHIVE
1/4" = 1'-0"A621
3 INTERIOR ELEVATION - ARCHIVE
1/4" = 1'-0"A621
4 INTERIOR ELEVATION - AV
1/4" = 1'-0"A621
5 INTERIOR ELEVATION - AV
1/4" = 1'-0"A621
6 INTERIOR ELEVATION/SECTION - LIBRARY
1/4" = 1'-0"A621
7 INTERIOR ELEVATION/SECTION - GREAT HALL
1
NO.DESCRIPTIONDATE
1Addendum #107/14/2015
8"8"4"8 1/8"
NOTE:
VERTICAL COURSING SHALL MATCH EXTERIOR.
HORIZONTAL COURSING IS INDEPENDENT OF
EXTERIOR. ADJUST COURSING AS INDICATE
COORDINATE CONFLICTS W/ ARCHITECT PRIOR TO
INSTALLATION OF MASONRY.
3'
-
0
"
GRADE LINE - FOR GENERAL
REFERENCE - EXTEND MASONY AND
ASSOCIATED PATTERN TO GRADE AND
BELOW.
BA BB BC BD
AHAEAFAG
BA.6 BC.4
AG.6AE.5
FIRE DEVICE - CENTER AS SHOWNFIRE DEVICE - CENTER AS SHOWN
EQEQ EQEQ
AD ACAC.6
LIMESTONE VENEER
TERRAZZO BASE
GYPSUM BOARD
WALL FINISH
8"
LI
M
E
S
T
O
N
E
EXTEND LIMESTONE TO LEDGE
BELOW - COORDINATE WITH
GRADING - REF. CIVIL
TERRAZZO BASE
UNIT HEATER ALIGN WITH HORIZONTAL
MASONRY JOINT LINE AS SHOWN
CENTER LINE OF VESTIBULE
EQEQ
FIRE ALARM PANEL CENTER
AS SHOWN COORDINATE
LOCATION WITH JOINT WORK
OF LIMESTONE
EQEQ FIRE DEVICE -
CENTER AS SHOWN
8"
+
18
A612
Sim
A601
W20
DADBDB.8DE
ABACAC.6
CG.9DA.9
BRICK ROW LOCK COURSE - "1"BRICK VENEER - "1"BRICK VENEER - "2"
GYPSUM BOARD
WALL FINISH
6' - 0"EQEQ FIRE DEVICE - CENTER AS SHOWN FIRE DEVICE - CENTER AS SHOWN
B1 A4.9 A4.1
LIMESTONE VENEER
TERRAZZO BASE
STOREFRONT
SYSTEM BEYOND LAMINATED STAINED
TREE COLUMN
8"
+
T
E
R
R
A
Z
Z
O
B
A
S
E
LI
M
E
S
T
O
N
E
FIRE DEVICE -
CENTER AS SHOWN
18
A612
Sim
LIMESTONE VENEERTERRAZZO BASE VS-1 GLASS WALL SYSTEM BEYOND
8"
T
E
R
R
A
Z
Z
O
B
A
S
E
LI
M
E
S
T
O
N
E
EXTEND LIMESTONE TO LEDGE
BELOW - COORDINATE WITH
GRADING - REF. CIVIL
8
A660
Sim
8"
+
18
A612
Sim
A3
VS-1 GLASS WALL
SYSTEM - BEYOND
STOREFRONT
SYSTEM BEYOND
GYPSUM BOARD
WALL FINISH
LAMINATED
STAINED TREE
COLUMN
EQEQ
9'
-
9
"
EQ EQ
RETURN GRILLE -
REFERENCE MECHANICAL
DRAWINGS - ORIENT FINS
UPWARD AND PAINT TO
MATCH ADJACENT WALL
B1
A611
3
ADD 01 - SKETCH 10
1
D5 AG.8
BRICK VENEER - "2"
BRICK ROW LOCK COURSE - "1"BRICK VENEER - "2"
FIRE DEVICE -
CENTER AS SHOWN
EQEQ
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
0
8
:
5
9
A
M
C:
\
U
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s
\
T
A
l
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n
\
D
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t
s
\
4
5
2
2
-
0
0
7
_
L
i
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r
t
y
F
u
n
d
-
C
E
N
T
R
A
L
_
T
O
N
Y
_
L
O
CA
L
_
0
7
2
9
2
0
1
5
.
r
v
t
A625
LI
B
E
R
T
Y
F
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E
A
D
Q
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A
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T
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R
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CA
R
M
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L
,
I
N
D
I
A
N
A
INTERIOR
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
1/4" = 1'-0"A625
3 INTERIOR MASONRY ELEVATION - 3
1/4" = 1'-0"A625
6 INTERIOR MASONRY ELEVATION - 6
1/4" = 1'-0"A625
1 INTERIOR MASONRY ELEVATION - 1
1/4" = 1'-0"A625
5 INTERIOR MASONRY ELEVATION - 5
1/4" = 1'-0"A625
8 INTERIOR MASONRY ELEVATION - 8
1/4" = 1'-0"A625
7 INTERIOR MASONRY ELEVATION - 7
1/4" = 1'-0"A625
4 INTERIOR MASONRY ELEVATION - 4
1/4" = 1'-0"A625
2 INTERIOR MASONRY ELEVATION - 2
BRICK VENEER - "1"BRICK VENEER PATTERN - "2"BRICK ROW LOCK COURSE - "1"BRICK VENEER - "1"
BRICK VENEER
PATTERN - "2"
BRICK ROW LOCK
COURSE - "1"
NO.DESCRIPTIONDATE
1ST FLOOR LEVEL
0"
GYPSUM BOARD
AND METAL STUD
WALL CONSTRUCTION.
STOREFRONT WINDOW
SYSTEM.
2X CEDAR WOOD
SCREENING.
STOREFRONT ENTRY
SYSTEM.1/2" TEMPERED
GLAZING.
3/4" ALUMINUM
GLAZING
CHANNEL.
5"3' - 3"3' - 4"3' - 4"
2'
-
0
"
A109
11
A654
Sim
12
A654
Sim
4
A651
Sim
1 1/2" DEEP HORIZONTAL CEDAR NAILER
TOP AND BOTTOM OF VERTICAL
DECORATIVE CEDAR - PROFILE OF NAILER
TO MATCH STOREFRONT MULLION
NOTE: EVENLY SPACE CEDAR
REPEAT PATTERN TO
ACCOMMODATE TERMINATIONS
AT EACH END OF WALL
1ST FLOOR LEVEL
0"
4
A651
5
A651
GYPSUM BOARD
AND METAL STUD
WALL CONSTRUCTION.
STOREFRONT WINDOW
SYSTEM.
2X CEDAR WOOD
SCREENING.
1/4" TEMPERED
GLAZING.
3/4" ALUMINUM
GLAZING
CHANNEL.
7'
-
2
"
2'
-
0
"
5"3' - 4"3' - 4"3' - 4"3' - 4"
13
A654
Sim
NOTE: EVENLY SPACE
CEDAR REPEAT PATTERN
TO ACCOMMODATE
TERMINATIONS AT EACH
END OF WALL
1 1/2" DEEP HORIZONTAL CEDAR
NAILER TOP AND BOTTOM OF
VERTICAL DECORATIVE CEDAR -
PROFILE OF NAILER TO MATCH
STOREFRONT MULLION
1ST FLOOR LEVEL
0"
3
A651
3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"
20' - 0"
5"5"
7'
-
0
"
2'
-
0
"
7'
-
2
"
GYPSUM BOARD
AND METAL STUD
WALL CONSTRUCTION.
STOREFRONT WINDOW
SYSTEM.
2X CEDAR WOOD
SCREENING.
NOTE: EVENLY SPACE
CEDAR REPEAT PATTERN
TO ACCOMMODATE
TERMINATIONS AT EACH
END OF WALL
11
A654
Sim
14
A654
1 1/2" DEEP HORIZONTAL CEDAR NAILER TOP
AND BOTTOM OF VERTICAL DECORATIVE
CEDAR - PROFILE OF NAILER TO MATCH
STOREFRONT MULLION
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
6
A651
EQ EQ EQEQEQ EQ EQ
EQ
EQ
EQ
EQ
EQ
6"
7/
8
"
2"
2"
2"
2"
2"
2"2"2"
9 1.5 9 °
EQ
EQ
EQ
EQ
EQ
EQ
6
1
/
4
"
6"
9'
-
0
"
7'
-
1
1
1
/
8
"
2"
2"
2"
2"
2"
2"
2"2"2"
9 1.5 9°9
1.5
9°
9
1.5
9°9 1.5 9°
9 1.5 9°9
1.5
9°90
.
00
°
90
.
00
°
9
1.5
9°
CENTER DIFFUSER
JOINT ON VERTICAL
BOOKSHELF MEMBER
LINEAR DIFFUSERS -
PROVIDE EQUAL
REVEAL ON ALL
SIDES OF
DIFFUSERS, TOP,
BOTTOM AND SIDES
AS INDICATED
1ST FLOOR LEVEL
0"
2X CEDAR WOOD
SCREENING.
NOTE: EVENLY SPACE
CEDAR REPEAT PATTERN
TO ACCOMMODATE
TERMINATIONS AT EACH
END OF WALL
14
A654
1 1/2" DEEP HORIZONTAL CEDAR NAILER
TOP AND BOTTOM OF VERTICAL
DECORATIVE CEDAR - PROFILE OF NAILER
TO MATCH STOREFRONT MULLION
10
A651
Sim9
A651
Sim
1ST FLOOR LEVEL
0"
2X CEDAR WOOD
SCREENING.
NOTE: EVENLY SPACE
CEDAR REPEAT PATTERN TO
ACCOMMODATE
TERMINATIONS AT EACH
END OF WALL
14
A654
1 1/2" DEEP HORIZONTAL CEDAR
NAILER TOP AND BOTTOM OF
VERTICAL DECORATIVE CEDAR -
PROFILE OF NAILER TO MATCH
STOREFRONT MULLION
9
A651
Sim
1ST FLOOR LEVEL
0"
2X CEDAR WOOD
SCREENING.
14
A654
NOTE: EVENLY SPACE
CEDAR REPEAT
PATTERN TO
ACCOMMODATE
TERMINATIONS AT
EACH END OF WALL
1 1/2" DEEP HORIZONTAL CEDAR NAILER
TOP AND BOTTOM OF VERTICAL
DECORATIVE CEDAR - PROFILE OF NAILER
TO MATCH STOREFRONT MULLION
9
A651
Sim
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
1
5
:
5
6
A
M
C:
\
U
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s
\
T
A
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\
D
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4
5
2
2
-
0
0
7
_
L
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t
y
F
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d
-
C
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N
T
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L
_
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_
L
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0
7
2
9
2
0
1
5
.
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A640
LI
B
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F
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A
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Q
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A
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T
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R
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CA
R
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L
,
I
N
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I
A
N
A
INTERIOR
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
3/8" = 1'-0"A640
1 A109 - S/EXT
3/8" = 1'-0"A640
2 A109 - N/EXT
3/8" = 1'-0"A640
3 A109 - E/EXT
3/8" = 1'-0"A640
4 LIBRARY SHELVING ELEVATION
3/8" = 1'-0"A640
5 WALL ELEVATION - OFFICE C108
3/8" = 1'-0"A640
6 WALL ELEVATION - OFFICE C108
3/8" = 1'-0"A640
7 WALL ELEVATION - CORRIDOR WING WALL
3
1ST FLOOR LEVEL
0"
4
5
6
2
14
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
6
5
4
2
1
1' - 6"
SI
N
K
2'
-
1
0
"
MI
R
R
O
R
3'
-
4
"
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
WALL TILE - REFERENCE
SHEET A713
TILE BASE
1ST FLOOR LEVEL
0"
C113
ANGLED
EQ EQ
PA
P
E
R
T
O
W
E
L
3'
-
8
"
15
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
SI
N
K
2'
-
1
0
"
MI
R
R
O
R
3'
-
4
"
PROVIDE BLOCKING AS
REQUIRED FOR WALL
HUNG LAVATORY
1
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
1 1
15
15
6
5
4
2
299
2'
-
1
0
"
PAPER TOWEL
3' - 6"
MIRROR
3' - 4"
CENTER MIRROR OVER LAVATORY - TYPICAL
WALL TILE - REFERENCE SHEET A713
STEEL SUPPORT ANGLE CENTERED
ON LAVATORY - CONCEAL VERTICAL
LEG BEHIND FINISH WALL SURFACE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
6
4
5
2
2 2 15 99
15
1 1
CENTER MIRROR OVER LAVATORY - TYPICAL
WALL TILE - REFERENCE SHEET A713
2' - 10"
MIRROR
3' - 4"
PAPER TOWEL
3' - 6"
STEEL SUPPORT ANGLE CENTERED
ON LAVATORY - CONCEAL VERTICAL
LEG BEHIND FINISH WALL SURFACE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
1
15 7
2' - 10"
MIRROR
3' - 4"
PAPER TOWEL
3' - 6"
CENTER
PAPER TOWEL
DISPENSER ON
SINK BASIN
QUARTZ
APRON
EASED
EDGE -
TYPICAL
4" QZ
SIDESPLASH
APRON
2' - 3"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
3' - 8"
7
TILE BASE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
1ST FLOOR LEVEL
0"
CENTER PAPER
TOWEL DISPENSER
ON SINK BASIN
1
15
2' - 10"
MIRROR
3' - 4"
PAPER TOWEL
3' - 6"
APRON
2' - 3"
QUARTZ APRON
EASED EDGE -
TYPICAL
4" QZ
SIDESPLAHS
TILE BASE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
1ST FLOOR LEVEL
0"
CENTER
PAPER TOWEL
DISPENSER ON
SINK BASIN
QUARTZ
APRON
EASED EDGE -
TYPICAL
4" QZ
SIDESPLASH
15
1
2' - 10"
MIRROR
3' - 4"
PAPER TOWEL
3' - 6"
3
7
3' - 8"
APRON
2' - 3"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
3' - 8"
7
3
TILE BASE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
1ST FLOOR LEVEL
0"
CENTER PAPER
TOWEL DISPENSER
ON SINK BASIN
QUARTZ APRON
EASED EDGE -
TYPICAL
4" QZ
SIDESPLAHS
APRON
2' - 3"
PAPER TOWEL
3' - 6"
2' - 10"
MIRROR
3' - 4"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
A112
TILE BASE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
1ST FLOOR LEVEL
0"
2' - 0"
PAPER TOWEL
3' - 8"
SINK
2' - 10"
MIRROR
3' - 4"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
PROVIDE BLOCKING
AS REQUIRED FOR
WALL HUNG
LAVATORY
15
1ST FLOOR LEVEL
0"
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
6
5 4
14
2
1ST FLOOR LEVEL
0"
15
16
4
2
5
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
TILE BASE
WALL TILE -
REFERENCE SHEET
A713
SINK
2' - 10"
MIRROR
3' - 4"
1ST FLOOR LEVEL
0"
A113
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
6
3
5
214
4
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
3' - 6"
1' - 6"
TILE BASE
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
1ST FLOOR LEVEL
0"
2' - 0"
PAPER TOWEL
3' - 8"
SINK
2' - 10"
MIRROR
3' - 4"
115
TILE BASE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
1ST FLOOR LEVEL
0"
1' - 11"
6
5
2
4
15 1
PAPER TOWEL
3' - 8"
SINK
2' - 10"
MIRROR
3' - 4"
TILE BASE
WALL TILE - REFERENCE
SHEET A713
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
1
6
:
1
9
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RESTROOM
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3/8" = 1'-0"A641
1 C113 - EAST
3/8" = 1'-0"A641
2 C113 - NORTH
3/8" = 1'-0"A641
3 C113 - SOUTH
3/8" = 1'-0"A641
4 C113 - WEST
3/8" = 1'-0"A641
6 MEN'S RESTROOM - SOUTH ELEVATION
3/8" = 1'-0"A641
9 WOMEN'S RESTROOM - NORTH ELEVATION
3/8" = 1'-0"A641
5 MEN'S RESTROOM - WEST ELEVATION
3/8" = 1'-0"A641
7 MEN'S RESTROOM - NORTH ELEVATION
3/8" = 1'-0"A641
8 MEN'S RESTROOM - EAST ELEVATION
3/8" = 1'-0"A641
12 WOMEN'S RESTROOM - EAST ELEVATION
3/8" = 1'-0"A641
10 WOMEN'S RESTROOM - SOUTH ELEVATION
3/8" = 1'-0"A641
11 WOMEN'S RESTROOM - WEST ELEVATION
3/8" = 1'-0"A641
13 A112 - EAST
3/8" = 1'-0"A641
14 A112 - NORTH
3/8" = 1'-0"A641
15 A112 - SOUTH
3/8" = 1'-0"A641
16 A112 - WEST
3/8" = 1'-0"A641
17 A113 - EAST
3/8" = 1'-0"A641
18 A113 - NORTH
3/8" = 1'-0"A641
19 A113 - SOUTH
3/8" = 1'-0"A641
20 A113 - WEST
1ST FLOOR LEVEL
0"
2
5
4
6
2
2
TILE BASE
WALL TILE - REFERENCE
SHEET A713
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
1ST FLOOR LEVEL
0"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
2 14
5
4
63
2' - 0"
3'
-
6
"
TILE BASE
1ST FLOOR LEVEL
0"
14 2 CENTER PAPER
TOWEL DISPENSER
ON SINK BASIN
QUARTZ APRON
EASED EDGE -
TYPICAL
4" QZ
SIDESPLAHS
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
1ST FLOOR LEVEL
0"
STEEL SUPPORT ANGLE CENTERED
ON LAVATORY - CONCEAL VERTICAL
LEG BEHIND FINISH WALL SURFACE
CENTER MIRROR OVER
LAVATORY - TYPICAL
SI
N
K
2'
-
1
0
"
MI
R
R
O
R
3'
-
4
"
PA
P
E
R
T
O
W
E
L
3'
-
8
"
15
1 1
WALL SCONCE - REFERENCE
ELECTRICAL DRAWINGS
TILE BASE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
WALL TILE - REFERENCE
SHEET A713
D113A
1ST FLOOR LEVEL
0"
1
A652
WALL TILE (CT-2) -
REFERENCE SHEET
A704D
17
16
16
1ST FLOOR LEVEL
0"
HOLD TILE BASE 1/4" FROM EDGE
OF WALL - PROVIDE SCHLUTER
SCHIENE AT EDGE.
PROVIDE SCHLUTER
SCHIENE AT EDGE OF TILE TILE
3' - 0"
CONTRACTOR FUNRISHED
AND INSTALLED SHOWER
CURTAIN ROD
CONTROLS
LOCATION - SEE
SHEET A010
FOR LOCATION
REQUIREMENTS
17
16
TILE BASE
WALL TILE (CT-2) -
REFERENCE SHEET A704D
3'
-
0
"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
OWNER PROVIDED BENCH
1ST FLOOR LEVEL
0"
8
PROVIDE SCHLUTER
SCHIENE AT EDGE OF TILE
CONTRACTOR FUNRISHED
AND INSTALLED SHOWER
CURTAIN ROD
WALL TILE (CT-2) -
REFERENCE
SHEET A704D
TILE
3' - 0"
1'
-
0
"
6'
-
0
"
2' - 0"
16
17
D114
1ST FLOOR LEVEL
0"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
OWER PROVIDED
BENCH
1ST FLOOR LEVEL
0"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
TILE BASE
OWER PROVIDED
BENCH
1ST FLOOR LEVEL
0"
PROVIDE SCHLUTER
SCHIENE AT EDGE OF TILE
CONTRACTOR FUNRISHED
AND INSTALLED SHOWER
CURTAIN ROD
CONTROLS LOCATION -
SEE SHEET A010 FOR
LOCATION REQUIREMENTS
TILE BASE
WALL TILE (CT-2) -
REFERENCE SHEET A704D
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
OWNER PROVIDED BENCH
3'
-
0
"
16
17
1ST FLOOR LEVEL
0"
PROVIDE SCHLUTER
SCHIENE AT EDGE OF TILE
CONTRACTOR FUNRISHED
AND INSTALLED SHOWER
CURTAIN ROD
WALL TILE (CT-2) -
REFERENCE
SHEET A704D
2' - 0"
1'
-
0
"
TILE
3' - 0"
17
16
3'
-
0
"
D116
1ST FLOOR LEVEL
0"
16
1716
3'
-
0
"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
WALL TILE (CT-2) -
REFERENCE SHEET
A704D
TILE BASE
1
A652
Sim
1ST FLOOR LEVEL
0"
STEEL SUPPORT ANGLE CENTERED
ON LAVATORY - CONCEAL VERTICAL
LEG BEHIND FINISH WALL SURFACE
CENTER MIRROR OVER
LAVATORY - TYPICAL
WALL SCONCE - REFERENCE
ELECTRICAL DRAWINGS
TILE BASE
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
WALL TILE - REFERENCE
SHEET A713
SI
N
K
2'
-
1
0
"
MI
R
R
O
R
3'
-
4
"
PA
P
E
R
T
O
W
E
L
3'
-
8
"
D117A
1ST FLOOR LEVEL
0"
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
5
6
2
4
1ST FLOOR LEVEL
0"
2
CENTER
PAPER TOWEL
DISPENSER ON
SINK BASIN
QUARTZ
APRON
EASED EDGE -
TYPICAL
4" QZ
SIDESPLASH
EPOXY BASED PAINT -
TYPICAL ALL NON-TILED
WALLS THIS ROOM
AP
R
O
N
2'
-
3
"
SI
N
K
2'
-
1
0
"
MI
R
R
O
R
3'
-
4
"
PA
P
E
R
T
O
W
E
L
3'
-
8
"
TILE BASE
1ST FLOOR LEVEL
0"
2
2
5
4
6
WALL TILE - REFERENCE
SHEET A713
TILE BASE
SEE SHEET A010
FOR TYPICAL
MOUNTING HEIGHTS
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
1
6
:
3
7
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RESTROOM
ELEVATIONS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3/8" = 1'-0"A642
1 D113 - EAST
3/8" = 1'-0"A642
2 D113 - NORTH
3/8" = 1'-0"A642
3 D113 - SOUTH
3/8" = 1'-0"A642
4 D113 - WEST
3/8" = 1'-0"A642
5 D114 - EAST
3/8" = 1'-0"A642
6 D114 - NORTH
3/8" = 1'-0"A642
7 D114 - SOUTH
3/8" = 1'-0"A642
8 D114 - WEST
3/8" = 1'-0"A642
9 D116 - EAST
3/8" = 1'-0"A642
10 D116 - NORTH
3/8" = 1'-0"A642
11 D116 - SOUTH
3/8" = 1'-0"A642
12 D116 - WEST
3/8" = 1'-0"A642
13 D117 - EAST
3/8" = 1'-0"A642
14 D117 - NORTH
3/8" = 1'-0"A642
15 D117 - SOUTH
3/8" = 1'-0"A642
16 D117 - WEST
D5
1X HARDWOOD TRIM.
WOOD BLOCKING.
2 LAYERS 3/4"
HARDWOOD VENEER
PLYWOOD.
HARDWOOD BLOCKING.
GYPSUM BOARD FINISH.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
BRICK VENEER.
2 LAYERS OF GYPSUM BOARD
ON RESILIENT CHANNELS.
6" COLD FORMED METAL
STUD FRAMING.
1
1
/
2
"
1
/
2
"
5 "
1 ' - 4 "
BRICK ROWLOCK
COURSE BELOW.
ACOUSTICAL
BATT
INSULATION
7/8" FURRING CHANNELS
GYPSUM BOARD FINISH.
7/8" FURRING CHANNELS
DB.8
D5
3
'
-
8
"
4
"
6" COLD FORMED METAL
STUD FRAMING.
1/2" RESILIENT CHANNEL.
GYPSUM BOARD FINISH.
PROVIDE 4X4X3/8 STEEL
ANGLE DOOR STOP WITH
1/4" RUBBER IN WALL CAVITY
AS INDICATED.
SOUND BATT INSULATION.
TYPICAL.
2X6 TREATED WOOD STUD
FRAMING.
LINE INSIDE OF DOOR
POCKET WITH 5/8"
PLYWOOD
FINISHED GRADE
SHEATHING. PAINT
FLAT BLACK
SLIDING DOOR. REFERENCE
DOOR SCHEDULE.
4" DOOR STILE AND DOOR
HARDWARE TO REMAIN
EXPOSED WHEN DOOR IS
IN FULL OPEN POSITION.
7 1 /4 "
5 "3 3 /4 "
7/8" FURRING CHANNEL
2X8 TREATED WOOD
STUD FRAMING.
2X TREATED WOOD
BLOCKING
1X HARDWOOD TRIM
HARDWOOD BLOCKING
2 LAYERS 3/4"
HARDWOOD VENEER
PLYWOOD
BRICK VENEER
5 /8 "2 "5 /8 "
8 3 /4 "
ALIGN
BRICK ROWLOCK
COURSE BELOW -
SEE ELEVATIONS 3
IMPACT RESISTANT
GYPSUM BOARD -
FULL HEIGT
2X HARDWOOD END TRIM
HARDWOOD BLOCKING
1
/
2
"
ACOUSTIC WALL PANEL -
REFERENCE INTERIOR
DRAWINGS
TREATED WOOD SHIMS
AS REQUIRED TO ALIGN
WITH ABOVE
A1.9
2X HARDWOOD TRIM.
WOOD BLOCKING.
2 LAYERS 3/4" HARDWOOD
VENEER PLYWOOD.
HARDWOOD BLOCKING.
GYPSUM BOARD FINISH.
3 5/8" METAL
STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
CUT LIMESTONE VENEER.
6" COLD FORMED METAL
STUD FRAMING.
1
/
2
"
1
1
/
2
"
1 1 /8 "4 7 /8 "
1 ' - 2 "
1 1 /8 "
1 ' - 6 7 /8 "
B1
AG
1X HARDWOOD TRIM.
HARDWOOD BLOCKING.
GYPSUM BOARD FINISH.
3 5/8" METAL
STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
BRICK VENEER.
6" COLD FORMED METAL
STUD FRAMING.
2 LAYERS 3/4"
HARDWOOD VENEER
PLYWOOD.
1 1/2"
1/2"
6 1/2"
2' - 5"
ROWLOCK BRICK
COURSE BELOW.
WOOD BLOCKING.
CE
C7.9
1/4" TEMPERED GLAZING.
WOOD BLOCKING.
PROVIDE FULL HEIGHT
STOREFRONT MULLION
FRAMING AT JAMB.
3/4" ALUMINUM GLAZING
CHANNEL. RECESS CHANNEL
AND SET IN A GROUT BED.
5/8" PLYWOOD
SHEATHING.
CUT LIMESTONE VENEER.6" COLD FORMED METAL
STUD FRAMING.
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
SEE CORNER DETAIL
FOR START OF CEDAR
PATTERN
3/4" ALUMINUM GLAZING
CHANNEL AT SILL.
8 1/4"3"7 1/4"
1' - 6 1/2"
1'
-
1
7
/
8
"
1'
-
0
3
/
4
"
7
1
/
4
"
2'
-
9
7
/
8
"
5/8" PLYWOOD
SHEATHING.
6" COLD FORMED METAL
STUD FRAMING.
3 5/8" METAL
STUD FRAMING.
6" METAL
STUD FRAMING.
2 1/2" METAL STUD
FRAMING.
GYPSUM BOARD FINISH.
5
A651
1/2" REVEAL PAINTED
FLAT BLACK - TYP. AT ALL
LIMESTONE/GYPSUM
BOARD CONNECTIONS
CONTINUOUS VAPOR BARRIER
TERMAL BATT
INSULATION
3 1/2" X 1 1/2" ALIGN
AND COVER END OF
HORIZONTAL NAILERS
TREATED WOOD BLOCKING
AS REQUIRED
NOTE: EVENLY SPACE CEDAR REPEAT
PATTERN TO ACCOMMODATE
TERMINATIONS AT EACH END OF WALL
1/4" TEMPERED GLAZING.
WOOD BLOCKING.
PROVIDE FULL HEIGHT
STOREFRONT MULLION
FRAMING AT JAMB.
3/4" ALUMINUM GLAZING
CHANNEL. RECESS CHANNEL
AND SET IN A GROUT BED.
GYPSUM BOARD FINISH.
5/8" PLYWOOD
SHEATHING.
CUT LIMESTONE VENEER.
6" COLD FORMED METAL
STUD FRAMING.
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
3 1/2" X 1 1/2" ALIGN AND
COVER END OF
HORIZONTAL NAILERS
3/4" ALUMINUM GLAZING
CHANNEL AT SILL.
CONTINUOUS
VAPOR BARRIER
THERMAL BATT
INSULATION
3"
4
1
/
4
"
6"
SEE JAMB DETAIL FOR
START OF CEDAR
PATTERN
NOTE: EVENLY SPACE CEDAR REPEAT
PATTERN TO ACCOMMODATE
TERMINATIONS AT EACH END OF WALL
TREATED WOOD
BLOCKING AS
REQUIRED
D5
5 "
1 ' - 4 "
ALUMINUM STOREFRONT
SYSTEM.
CONTINUOUS SEALANT
AND BACKER ROD. BOTH
SIDES OF STOREFRONT.
TERMINATE BRICK ROWLOCK
COURSE AT CORNER OF BRICK
VENEER AS INDICATED.
5/8" PLYWOOD
SHEATHING.
BRICK VENEER.
6" COLD FORMED METAL
STUD FRAMING.
ALUMINUM STOREFRONT
ENTRY SYSTEM.
ROWLOCK BRICK
COURSE BELOW.
HOLD ROWLOCK
COURSE BACK 1/4"
FROM STOREFRONT JAMB.
WOOD SHIMS.
ACOUSTICAL BATT
INSULATION
D5
SLIMLINE HOLLOW
METAL FRAME. REFERENCE
DOOR SCHEDULE.
WOOD DOOR. REFERENCE
DOOR SCHEDULE.
2X8 HARDWOOD TRIM.
WOOD BLOCKING.
TYPICAL.
BRICK VENEER.
BRICK ROWLOCK
COURSE BELOW.
SEE END WALL DETAIL
FOR START OF CEDAR
PATTERN
1 1/2" DEEP HORIZONTAL CEDAR
NAILER - SEE ELEVATION/SECTIONS
FOR SPACING
5/8" GYPSUM BOARD
ON 6" METAL STUDS
2
"
1
/
2
"
1
1
/
2
"1
/
2
"
7 7 /8 "
4 3 /8 "
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
1 ' - 4 "5 "
1
/
2
"
PROVIDE 3 1/2" X 1 1/2"
CEDAR AT END OF WING
WALLS - NOTCH AS
REQUIRED TO
ACCOMMODATED BRICK
ROWLOCK
NOTE: EVENLY SPACE CEDAR REPEAT
PATTERN TO ACCOMMODATE
TERMINATIONS AT EACH END OF WALL
2X HARDWOOD TRIM
HARDWOOD BLOCKING
ACOUSTIC WALL
PANEL - REFERENCE
INTERIOR DRAWINGS
3 5/8" METAL
STUD FRAMING.
6" COLD FORMED
METAL STUD
FRAMING.
5/8" GYPSUM BOARD ON 6"
METAL STUDS
SEE END WALL DETAIL FOR
START OF CEDAR PATTERN
1 1/2" DEEP HORIZONTAL
CEDAR NAILER - SEE
ELEVATION/SECTIONS FOR
SPACING
HOLLOW METAL FRAME
AND WOOD DOOR.
ACOUSTICAL BATT INSULATION
4" COLD FORMED
METAL STUD FRAMING.
6" COLD FORMED
METAL STUD FRAMING.
GYPSUM BOARD FINISH.
2X CEDAR WOOD
SCREENING. REFERENCE
INTERIOR ELEVATIONS FOR
MORE INFORMATION.
2X CEDAR WOOD
NAILER. REFERENCE X/AXXX
FOR MORE INFORMATION.
GYPSUM BOARD FINISH.
THERMAL BATT INSULATION
METAL PANEL WALL CLADDING
SEALANT - TYP.
ALUMINUM STOREFRONT
WINDOW SYSTEM
CEDAR SCREEN - CHAMFER CORNER
2" RIGID INSULATION
RETURN GYPSUM
BOARD AT STOREFRONT
CD
2' - 8"
4"
6" METAL STUD FRAMING.
GYPSUM BOARD FINISH.
PROVIDE 4X4X3/8 STEEL
ANGLE DOOR STOP WITH
1/4" RUBBER IN WALL CAVITY
AS INDICATED.
SOUND BATT INSULATION.
TYPICAL.
2X6 WOOD STUD FRAMING.
LINE INSIDE OF DOOR
POCKET WITH 1/4" PLYWOOD
SHEATHING.
SLIDING DOOR. REFERENCE
DOOR SCHEDULE.
4" DOOR STILE AND DOOR
HARDWARE TO REMAIN
EXPOSED WHEN DOOR IS
IN FULL OPEN POSITION.
4 3/4"4 3/4"
ALIGN
6"
IMPACT RESISTANT
GYPSUM BOARD FINISH
IMPACT RESISTANT
GYPSUM BOARD FINISH
3
'
-
8
"
4
"
6" COLD FORMED METAL
STUD FRAMING.
GYPSUM BOARD FINISH.
PROVIDE 4X4X3/8 STEEL
ANGLE DOOR STOP WITH
1/4" RUBBER IN WALL CAVITY
AS INDICATED.
SOUND BATT INSULATION.
TYPICAL.
2X6 TREATED WOOD STUD
FRAMING.
LINE INSIDE OF DOOR
POCKET WITH 3/8"
PLYWOOD
FINISHED GRADE
SHEATHING. PAINT
FLAT BLACK
SLIDING DOOR. REFERENCE
DOOR SCHEDULE.
4" DOOR STILE AND DOOR
HARDWARE TO REMAIN
EXPOSED WHEN DOOR IS
IN FULL OPEN POSITION.
2X8 TREATED WOOD
STUD FRAMING.
3 /8 "
2 "
3 /8 "
7 3 /4 "
IMPACT RESISTANT
GYPSUM BOARD
2X HARDWOOD TRIM
HARDWOOD BLOCKING
ACOUSTIC WALL PANEL
- REFERENCE INTERIOR
DRAWINGS
TREATED WOOD SHIMS AS
REQUIRED
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
1
6
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2
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7
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9
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INTERIOR DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1 1/2" = 1'-0"A650
1 PLAN DETAIL - BREAKOUT
1 1/2" = 1'-0"A650
2 DINING POCKET
1 1/2" = 1'-0"A650
3 PLAN DETAIL - ENTRY
1 1/2" = 1'-0"A650
4 PLAN DETAIL - MAIN STAIR
1 1/2" = 1'-0"A650
5 GREAT HALL CONFERENCE ROOM
1 1/2" = 1'-0"A650
6 PLAN DETAIL - ENCLAVE
1 1/2" = 1'-0"A650
7 PLAN DETAIL - ASSISTANT C110
1 1/2" = 1'-0"A650
8 GOODRICH TO CORRIDOR
1 1/2" = 1'-0"A650
9 PLAN DETAIL - OFFICE C108
1 1/2" = 1'-0"A650
10 PLAN DETAIL - OFFICE C108
1 1/2" = 1'-0"A650
11 OFFICE - C108, C107
3
1 1/2" = 1'-0"A650
13 DINING POCKET - SOUTH
D4
2 LAYERS 5/8"
GYPSUM BOARD
FINISH.
RESILIENT CHANNEL.
6" METAL STUD FRAMING.
5/8" GYP[SUM BOARD
ON 3 5/8" METAL STUDS
3 1 /2 "
4 7 /8 "
8 3 /8 "
1 ' - 6 "
1
'
-
0
"
RESILIENT ACOUSTIC
CHANNEL W/ 5/8" GYPSUM
BOARD - DO NOT ATTACH
GYPSUM BOARD BACK TO
STEEL STUD FRAMING.
NOTE: PROVIDE TREATED WOOD
BLOCKING IN WALLS AS REQUIRED
FOR INSTALLATION OF HARDWOOD
PANELING - REFERENCE INTERIOR
DRAWINGS FOR LOCATIONS
3 1/2" X 1 1/2"
3 1/2" X 1 1/2" HORIZONTAL
CEDAR NAILER - SEE
ELEVATION FOR SPACING
5/8" GYPSUM
BOARD ON 3 5/8"
METAL STUDS
2.22
CENTER WALL ON
STOREFRONT
P
A
T
T
E
R
N
R
E
P
E
A
T
1
1
/
2
"
1
1
/
2
"1
1
/
2
"
E
Q
E
Q
1 1/2" X 1 1/2"
5 1/2" X 1 1/2"
3 1/2" X 1 1/2"
EQUALLY SPACE
PATTERN REPEAT
FOR LENGTH OF
WALL
5 1/2" X 1 1/2"
ALIGN AND
COVER END OF
HORIZONTAL
NAILER
START CEDAR
PATTERN
REPEAT HERE
MITER CORNERS OF
CEDAR NAILERS
START CEDAR
PATTERN REPEAT
AT CORNER
5 1/2" X 1 1/2" ALIGN
AND COVER END OF
HORIZONTAL NAILER
1 1/2" X 1 1/2" -
CENTER ON END
WALL
3 1/2" X 1 1/2" - POSITION AT
CORNER AS INDICATED
PROVIDE TREATED
WOOD BLOCKING IN
WALL AS REQUIRED TO
SECURE HORIZONTAL
NAILERS
SEALANT - TYP.
3
/
8
"
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
2X CEDAR WOOD
SCREENING. DEPTH
VARIES.
STOREFRONT WINDOW
SYSTEM.
SUSPENDED GYPSUM
BOARD CEILING SYSTEM.
3 5/8" METAL STUD
FRAMING.
BRACE FRAMING
TO STRUCTURE ABOVE.
TREATED WOOD BLOCKING.
1 1/2" DEEP CEDAR WOOD
BLOCKING ANCHORED
TO STOREFRONT
FRAMING - PROFILE TO
MATCH STOREFRONT
MULLION HEIGHT
7'
-
2
"
1 1/2" DEEP CEDAR WOOD
BLOCKING ANCHORED
TO STOREFRONT
FRAMING - PROFILE TO
MATCH STOREFRONT
MULLION HEIGHT
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
2X CEDAR WOOD
SCREENING. DEPTH
VARIES.
STOREFRONT WINDOW
SYSTEM.
SUSPENDED GYPSUM
BOARD CEILING SYSTEM.
3 5/8" METAL STUD
FRAMING.
BRACE FRAMING
TO STRUCTURE ABOVE.
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
WOOD BLOCKING.
1 1/2" DEEP CEDAR WOOD
BLOCKING ANCHORED
TO STOREFRONT FRAMING -
PROFILE TO MATCH
STOREFRONT MULLION HEIGHT
7'
-
2
"
1 1/2" DEEP CEDAR WOOD
BLOCKING ANCHORED
TO WALL CONSTRUCTION -
PROFILE TO MATCH
STOREFRONT MULLION
HEIGHT
1ST FLOOR LEVEL
0"
GREAT HALL ROOF
11' - 6"
1/2" TEMPERED GLAZING.
PROVIDE FULL HEIGHT
STOREFRONT MULLION
FRAMING AT JAMB.
3/4" ALUMINUM GLAZING
CHANNEL. ANCHOR GLAZING
CHANNEL TO CONCRETE SLAB.
WALL CONSTRUCTION
BEYOND.
SUSPENDED GYPSUM
BOARD CEILING SYSTEM.
3 5/8" METAL STUD
FRAMING.
BRACE FRAMING
TO STRUCTURE ABOVE.
BRUSHED ALUMINUM
REVEAL CHANNEL - RECESS
CHANNEL ABOVE CEILING
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
1-HOUR SHAFT
WALL CONSTRUCTION SHALL
BE INSTALLED BEHIND BUILT
IN ASSEMBLY. FIRE STOP ALL
PENETRATIONS BETWEEN
BASEMENT AND 1ST LEVEL
AT 1ST LEVEL FLOOR SLAB.
STRUCTURAL GLASS RAILING
SYSTEM WITH DECORATIVE LED
CONTINUOUS HANDRAIL ALL
AROUND. REFERENCE SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
A538
4
CB
1' - 11 1/2"
11 3/4"11 3/4"
8 1/4"8 1/4"
2"
1
'
-
3 7
/
8
"
2"
1'
-
3 7
/
8
"
2"
1'
-
3
7
/
8
"
2"
1'
-
3
7
/
8
"
2"
1'
-
3
7
/
8
"
6"
3/4 "1' - 2 "
6
3
/8
"
2
"1'
-
2
"
2
"1'
-
2
"
2"1'
-
2
"
2"
1'
-
2
"
2"
1'
-
2
"2"
1'
-
2
"
6"
9'
-
0
"
3 /4"1 ' - 2"
A651
8
2"
3 1/8"4
3
/
4
"
6 3/8"
9 7/8"
METAL STUD BRACING BETWEEN
SHAFT WALL ASSEMBLY AND DUCT
WORK AS REQUIRED FOR
STRUCTURAL INTERGITY OF ALL
ADJACENT ASSEMBLIES.
COORDINATE FINAL CONFIGURATION
W/ ALL ASSOCIATED SYSTEMS
BOODK SHELVING ASSEMBLY SHALL BE
SELF SUPPORTING. ANCHOR TO
ADJACENT TREE COLUMNS AS
REQUIRED FOR STRUCTURAL INTEGRITY
OF ASSEMBLY
1" SHAFT LINER ON HEAVY
GAUGE 2-1/2" METAL STUDS W/ 1
LAYER OF 5/8" GYPSUM BOARD
ON LIBRARY SIDE. NOTE:
GAUGE OF STUDS MAY BE
ADJUSTED AS REQUIRED FOR
CONDITION PRESENT -
COORDINATE PROPER UL
NUMBER.
COORDINATE FLOOR PENITRATION
AND FIRE DAMPER W/ MEP AND
STRUCTURAL. FIRE SEAL AROUND
ALL PENITRATIONS
JOG DUCTWORK TO AVOID STRUCTURE
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
LIBRARY EAST
ROOF STEP HIGH
27' - 0"
2ND FLOOR LEVEL
- LIBRARY
12' - 0"
3/4" HARDWOOD
VENEER PLYWOOD.
3/4" X 2" HARDWOOD
TRIM.
6"
1'
-
2
"
2"
1'
-
2
"
2"
1'
-
2
"
2"
1'
-
2
"
2"
1'
-
2
"
2"
1'
-
2
"
2"
6
1
/
4
"
7/
8
"
2"
1'
-
3
7
/
8
"
2"
1'
-
3
7
/
8
"
2"
1'
-
3
7
/
8
"
2"
1'
-
3
7
/
8
"
2"
1'
-
3
7
/
8
"
6"
3/4" X 6" HARDWOOD
TRIM.
3/4" HARDWOOD
VENEER PLYWOOD.
3/4" X 2" HARDWOOD
TRIM.
3/4" X 6" HARDWOOD
TRIM.
3' - 1 5/8"3' - 1 5/8"
6' - 3 1/4" +/-
2' - 7 1/2"2' - 7 1/2"
5' - 3" +/-
2' - 5 5/8"2' - 5 5/8"
4' - 11 1/4" +/-
1' - 11 1/8"1' - 11 1/8"
3' - 10 1/4" +/-
2"2"
2"2"
NOTE: THIS ELEVATION IS
TYPICAL FOR ALL EXPOSED
ENDS OF BOOKSHELVES
3/4"1 1/4"
1 1/2"
1' - 1 1/4"
2"
HARDWOOD TRIM
FIRE TREATED
WOOD BLOCKING
3/4" HARDWOOD
VENEER PLYWOOD
6"
1' - 3 7/8"
1' - 2"3/4"
8
6.3
6
° +/-
CONTINUOUS 3/4" X 3/4"
STEEL TUBE SHELF
SUPPORT STRUCTURE.
3/4" X 3/4" STEEL TUBES
AT 2'-0" O.C. WELD ALL
CONNECTIONS.
3/4" HARDWOOD
VENEER PLYWOOD
1/2" HARDWOOD
VENEER PLYWOOD
RECESS FOR
INTEGRATED LED
STRIP LIGHTING.1/2"
3/4"
3/4"
1ST FLOOR LEVEL
0"
1/
4
"
1/
2
"
1 1/2" DEEP HORIZONTAL CEDAR
NAILER - PROFILE TO MATCH
ALUMINUM STOREFRONT SYSTEM
MULLION
HOLD WOOD 1/2" FROM FLOOR SURFACE
VERTICAL DECORATIVE CEDAR - SEE
ELEVATIONS/PLAN DETAILS FOR
PATTERN
HOLD WOOD 1/4" FROM CEILING
EXTEND STUDS TO DECK ABOVE AND
SECURE
1ST FLOOR LEVEL
0"
1 1/2" DEEP HORIZONTAL CEDAR
NAILER - PROFILE TO MATCH
ALUMINUM STOREFRONT SYSTEM
MULLION
HOLD WOOD 1/2" FROM FLOOR SURFACE
VERTICAL DECORATIVE CEDAR - SEE
ELEVATIONS/PLAN DETAILS FOR
PATTERN
HOLD WOOD 1/4" FROM CEILING
EXTEND STUDS TO DECK ABOVE AND
SECURE
OFFICE
C108
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
1
7
:
0
4
A
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C:
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2
-
0
0
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7
2
9
2
0
1
5
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A651
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B
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F
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INTERIOR DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1 1/2" = 1'-0"A651
1 PLAN DETAIL - GOODRICH BREAKOUT
1 1/2" = 1'-0"A651
2 PLAN DETAIL - WING WALL - STAFF BREAK
1/2" = 1'-0"A651
3 SECTION DETAIL - CONFERENCE ROOM
1/2" = 1'-0"A651
4 SECTION DETAIL - CONFERENCE ROOM
1/2" = 1'-0"A651
5 Section 91
3
1/2" = 1'-0"A651
6 TYPICAL SECTION AT LIBRARY SHELVING
3/8" = 1'-0"A651
7 LIBRARY TYP. BOOKSHELF END ELEVATION
1 1/2" = 1'-0"A651
8 DETAIL SECTION - LIBRARY SHELVING
3/4" = 1'-0"A651
9 WALL SECTION DETAIL
3/4" = 1'-0"A651
10 WALL SECTION DETAIL
1ST FLOOR LEVEL
0"
HOSPITALITY -
LOWER ROOF
LEVEL
12' - 0"
DC
WATERPROOF/ ANTI-
CRACKING MEMBRANE.
EXTEND MEMBRANE A
MINIMUM OF 24" INTO ROOM.
TILE FINISH.
REFERENCE FINISH PLANS.
RECESS CONCRETE SLAB
1" IN SHOWER AREA.
CONCRETE TRENCH.
COORDINATE WITH TRENCH
DRAIN MANUFACTURER'S
STANDARD DETAILS.
3 5/8" METAL STUD FRAMING.
CEMENT BACKER BOARD
TYPICAL AT TILE FINISH.
TILE FINISH.
REFERENCE FINISH PLANS.
6" METAL STUD FRAMING.
RESILIENT CHANNELS.
GYPSUM BOARD FINISH.
EXTEND WATERPROOF/ ANTI-
CRACKING MEMBRANE UP WALL
8" MINIMUM.
LAP WATERPROOF/ ANTI-
CRACKING MEMBRANE INTO
FLOOR DRAIN ASSEMBLY.
TRENCH DRAIN ASSEMBLY.
8"
2' - 0"
1"1/4" / 1'-0" SLOPE
4 1/4"3' - 0"1' - 4 5/8"
PROVIDE SCHLUTER STRIP AT
ENDGE OF TILE - SCHLUTER
SCHIENE OR EQUAL
PROVIDE BLOCKING FOR GRAB
BARS - TYP. ALL SIDES
1ST FLOOR LEVEL
- LIBRARY
1' - 8"
3/4"
3/4"
2 1/4"2"
2"
11
1
/
4
"
3/
4
"
1'
-
2
"
3/
4
"
4
3
/
4
"
2"
7 5 .0 0 °
1 3/4"1' - 4 1/2"
2"
10
3
/
4
"
9 0 .0 0 °
3
1
/
2
"
2'
-
0
3
/
4
"
1' - 4 1/4"
165.00°
HARDWOOD
TRIM EDGE.
1/4"
2 5 5 .0 0 °
15.00°
3/4" HARDWOOD
VENEER PLYWOOD.
HARDWOOD
TRIM EDGE.
1/4"
1"
1/
2
"
1
1
/
2
"
3/4"
3/4" HARDWOOD
VENEER PLYWOOD.
LINEAR ALUMINUM
PENCIL PROOF GRILLE.
FIN TUBE RADIATOR
UNITS. REFERENCE
MECHANICAL DRAWINGS.
INTEGRATED LED STRIP
LIGHTING. REFERENCE
ELECTRICAL DRAWINGS.
HARDWOOD BASE.
6"
1"
1/8"
1/8"
1/2"
1 1/2" RIGID INSULATION.
GYPSUM BOARD FINISH.
CAST IN PLACE CONCRETE
WALL. REFERENCE STRUCTURAL
DRAWINGS.
WOOD BLOCKING.
2X WOOD STUD FRAMING
AT 1'-0" O.C.
CONTINUOUS 2X6 WOOD
STUD SUPPORT.
2X WOOD STUD FRAMING
AT 1'-0" O.C.
CONTINUOUS 2X4 WOOD
STUD SUPPORT.
1X HARDWOOD TRIM.
CB
C4
5
A652
4
A652
1' - 6 3/8"1' - 6 3/8"
1'
-
2
"
3/
4
"
1'
-
1
0
3
/
4
"
1'
-
1
0
3
/
4
"
3/
4
"
1'
-
2
"
2
"
3
/
4
"2"
3/4"
3'
-
0
"
2 3 /4 "
1
1
/
4
"
1
1
/
4
"
66.40°
3/4" STAINED HARDWOOD
VENEER PLYWOOD FLOOR
1X STAINED HARDWOOD EDGE
RECESSED CAN LIGHT
RECESSED LED LIGHT
FIXTURE. REFERENCE
ELECTRICAL DRAWINGS.
3"
3/4" STAINED HARDWOOD
VENEER PLYWOOD FLOOR
2X TREATED WOOD STUD FRAMING
AT 16" O.C.
STAINED 1X
HARDWOOD EDGE
STAINED WOOD
BASE
LAMINATED WOOD
COLUMN BEYOND.
3"
3/4" STAINED HARDWOOD
VENEER PLYWOOD FLOOR
2X TREATED WOOD STUD FRAMING
AT 16" O.C.
STAINED 1X
HARDWOOD EDGE
STAINED WOOD
BASE
LAMINATED WOOD
COLUMN BEYOND.
A3
7
A652
8
A652
2
3
/
4
"
2
3
/
4
"
2 3 /4 "
2 3 /4 "
2 3/4"
2 3/4"
2 3/4"
2 3/4"
147.00°
2 3/4"
2 3/4"
2 3/4"
2 3/4"2 3 /4 "
2 3 /4 "
2
3
/
4
"
2
3
/
4
"1 4 7 .0 0 °
EQ
EQ
10
3
/
8
"
10
3
/
8
"
1X STAINED HARDWOOD
EDGE - TYP. ALL SIDES
3/4" STAINED
HARDWOOD VENEER
PLYWOOD FLOOR
RECESSED CAN LIGHT -
CENTER IN PLATFORM AS
INDICATED
3/4" STAINED HARDWOOD
VENEER PLYWOOD FLOOR
2X TREATED WOOD STUD FRAMING
AT 16" O.C.
RECESSED LED LIGHT
FIXTURE. REFERENCE
ELECTRICAL DRAWINGS.LAMINATED WOOD
COLUMN BEYOND.
FLOOR FINISH -
REFERENCE
INTERIOR DRAWINGS
STAINED WOOD BASE
STAINED 1X
HARDWOOD EDGE
6"
3"
3/4" STAINED HARDWOOD
VENEER PLYWOOD FLOOR
2X TREATED WOOD STUD FRAMING
AT 16" O.C.
LAMINATED WOOD
COLUMN BEYOND.
FLOOR FINISH -
REFERENCE
INTERIOR DRAWINGS
STAINED WOOD BASE
STAINED 1X
HARDWOOD EDGE
3"
6"
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
1
7
:
1
7
A
M
C:
\
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2
-
0
0
7
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F
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7
2
9
2
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1
5
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F
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INTERIOR DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1" = 1'-0"A652
1 TYPICAL SHOWER DETAIL
3" = 1'-0"A652
2 TYPICAL BOOK DISPLAY RAIL DETAIL
3
1 1/2" = 1'-0"A652
3 TYPICAL TREE COLUMN BASE - ENGAGED AT BOOKSHELVES
1/2" = 1'-0"A652
4 DETAIL SECTION
1/2" = 1'-0"A652
5 DETAIL SECTION
1" = 1'-0"A652
6 TYPICAL TREE COLUMN BASE - DISENGAGED
1/2" = 1'-0"A652
7 DETAIL SECTION
1/2" = 1'-0"A652
8 DETAIL SECTION
BD
B1
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT EXTERIOR
PERIMETER.
3 5/8" METAL STUD FRAMING.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.1/2"
1/2"
HOLD STUD FRAMING A
MINIMUM OF 1/2" FROM
STEEL COLUMN. TYPICAL.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD SHEATHING.
1' - 4"
1' - 8"
8"
8"
BD
B2
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT EXTERIOR
PERIMETER.
3 5/8" METAL STUD FRAMING.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
HOLD STUD FRAMING A
MINIMUM OF 1/2" FROM
STEEL COLUMN. TYPICAL.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD SHEATHING.
1/2"
1/2"
1' - 4"
8 1/2"
1' - 8 7/8"
8"
ACOUSTICAL BATT INSULATION
BD
B6
1' - 8 7/8"
1' - 3 3/8"
1' - 8 7/8"
1' - 0 7/8"
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT EXTERIOR
PERIMETER.
3 5/8" METAL STUD FRAMING.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
B6
BC.4
GYPSUM BOARD FINISH.
CONTINUOUS
GYPSUM BOARD
FINISH AT EXTERIOR
PERIMETER.
3 5/8" METAL
STUD FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL
DRAWINGS.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
1' - 8 7/8"
1' - 3 3/8"
1' - 8"
10 1/2"
BC
B7
GYPSUM BOARD
FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT EXTERIOR
PERIMETER.
3 5/8" METAL STUD
FRAMING.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
1' - 8"10 1/2"
1' - 8 7/8"1' - 0 7/8"
BC
B5.7
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT EXTERIOR
PERIMETER.
3 5/8" METAL STUD FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL
DRAWINGS.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD SHEATHING.
1' - 4"
1' - 3 3/4"
1' - 8"
10 1/2"
6" METAL STUD FRAMING.
CONTINUOUS
SEALANT AND
BACKER ROD.
J-MOLD.
ACOUSTICAL BATT INSULATION
BA
B2
1/2"
1/2"
1' - 8 7/8"
1' - 0 7/8"
1' - 8"
9 1/4"
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT
EXTERIOR PERIMETER.
3 5/8" METAL STUD FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
HOLD STUD FRAMING A
MINIMUM OF 1/2" FROM
STEEL COLUMN. TYPICAL.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD SHEATHING.
ACOUSTICAL BATT
INSULATION
BA
B3
1' - 8 7/8"
1' - 0 7/8"
2' - 4"
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT
EXTERIOR PERIMETER.
3 5/8" METAL STUD
FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
HOLD STUD FRAMING A
MINIMUM OF 1/2" FROM
STEEL COLUMN. TYPICAL.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD
SHEATHING.
1/2"
1/2"
9"
ACOUSTICAL BATT
INSULATION
BA
B4
1' - 8 7/8"
1' - 0 7/8"
2' - 4"
GYPSUM BOARD
FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT
EXTERIOR PERIMETER.
3 5/8" METAL
STUD FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
HOLD STUD FRAMING
A MINIMUM OF 1/2"
FROM STEEL
COLUMN. TYPICAL.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED
METAL STUD
FRAMING.
5/8" PLYWOOD
SHEATHING.
8 3/4"
1/2"
1/2"
ACOUSTICAL BATT
INSULATION
BA
B4.3
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT
EXTERIOR PERIMETER.
3 5/8" METAL STUD
FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
HOLD STUD FRAMING A
MINIMUM OF 1/2" FROM
STEEL COLUMN. TYPICAL.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD SHEATHING.
1' - 8 7/8"
1' - 0 7/8"
3 5/8"2' - 1 5/8"
ACOUSTICAL BATT INSULATION
BA
B5 GYPSUM BOARD
FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT
EXTERIOR PERIMETER.
3 5/8" METAL STUD
FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED
METAL STUD
FRAMING.
5/8" PLYWOOD
SHEATHING.
10"
1' - 8 7/8"
1' - 0 7/8"
BC
B5
GYPSUM BOARD FINISH.
3 5/8" METAL STUD
FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
DIAGONAL STEEL
BRACING. REFERENCE
STRUCTURAL
DRAWINGS.
8 5/8"
4 3/4"
4 7/8"
9 5/8"
10".
1' - 6 1/4"
8 5/8"
ROOF DRAIN LEADER -
COORDINATE W/ PLUMBING.
BC
B4
GYPSUM BOARD FINISH.
FRAME WALL AROUND
STEEL BRACING AS
REQUIRED.
3 5/8" METAL STUD
FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
PARTIAL HEIGHT
WALL BELOW.
DIAGONAL STEEL
BRACING. REFERENCE
STRUCTURAL
DRAWINGS.
1' - 7"
9 5/8"
9 3/8"
1' - 1 1/2"10 1/2"
2' - 0"
BC
B3
1' - 8 3/4"11 1/8"
9 5/8"
2 1/2"
7 1/4"
GYPSUM BOARD FINISH.
3 5/8" METAL STUD
FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
DIAGONAL STEEL
BRACING. REFERENCE
STRUCTURAL
DRAWINGS.
1' - 6 1/4"
1' - 7".
ROOF DRAIN LEADER -
COORDINATE W/ PLUMBING.
BB
B2.4
1' - 0 1/2"
1' - 0 1/2"
11 1/4"
GYPSUM BOARD
FINISH.
3 5/8" METAL STUD
FRAMING.
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
BB
B1.6
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
GYPSUM BOARD FINISH.
3 5/8" METAL STUD
FRAMING.
11 5/8"
10 3/8"
1' - 1 1/2"
1' - 4"
7 1/2"8 5/8"
3 1/2"
1' - 0 1/4"
1' - 3 3/4"
6 1/8"
2-HR FIRE RATED
CONSTRUCTION.
BC
B1.6
1' - 1 1/2"
1' - 4"
1' - 4"11 1/4"
GYPSUM BOARD FINISH.
3 5/8" METAL STUD
FRAMING.
7/8" METAL FURRING
CHANNEL.
CAST IN PLACE CONCRETE
WALL. REFERENCE
STRUCTURAL DRAWINGS.
SEMI-RECESSED SANITARY
NAPKIN DISPENSER
BD
B2
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT EXTERIOR
PERIMETER.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
HOLD STUD FRAMING A
MINIMUM OF 1/2" FROM
STEEL COLUMN. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD SHEATHING.
2' - 8"
1' - 8 7/8"
1' - 0 7/8"
10 1/4"
ACOUSTICAL BATT INSULATION
BD
B3
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT EXTERIOR
PERIMETER.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD SHEATHING.
1' - 6 1/2"
1' - 8 7/8"
8"
9 1/4"
9 1/4"
1/2"
1/2"
3 5/8" METAL STUD
FRAMING.
HOLD STUD FRAMING A
MINIMUM OF 1/2" FROM
STEEL COLUMN. TYPICAL
CONTINUOUS
VAPOR BARRIER AT
EXTERIOR
PERIMETER.
BB
B1.6
11 1/4"
8 3/4"
1' - 0 1/2"
11 1/4"
9 5/8"
10 7/8"
STEEL COLUMN.
REFERENCE
STRUCTURAL DRAWINGS.
2 LAYERS OF GYPSUM BOARD
WHERE INDICATED.
3 5/8" METAL STUD
FRAMING.
6" METAL STUD FRAMING.
GYPSUM BOARD FINISH.
RESILIENT CHANNEL.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
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/
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INTERIOR DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1" = 1'-0"A653
1 COLUMN DETAILS
1" = 1'-0"A653
2 COLUMN DETAILS
1" = 1'-0"A653
3 COLUMN DETAILS
1" = 1'-0"A653
4 COLUMN DETAILS
1" = 1'-0"A653
5 COLUMN DETAILS
1" = 1'-0"A653
6 COLUMN DETAILS
1" = 1'-0"A653
7 COLUMN DETAILS
1" = 1'-0"A653
8 COLUMN DETAILS
1" = 1'-0"A653
9 COLUMN DETAILS
1" = 1'-0"A653
10 COLUMN DETAILS
1" = 1'-0"A653
11 COLUMN DETAILS
1" = 1'-0"A653
12 COLUMN DETAILS
1" = 1'-0"A653
13 COLUMN DETAILS
1" = 1'-0"A653
14 COLUMN DETAILS
1" = 1'-0"A653
15 COLUMN DETAILS
1" = 1'-0"A653
16 COLUMN DETAILS
1" = 1'-0"A653
17 COLUMN DETAILS
1" = 1'-0"A653
18 COLUMN DETAILS
1" = 1'-0"A653
19 COLUMN DETAILS
1" = 1'-0"A653
20 COLUMN DETAILS
3
BA
B1
1' - 4"
GYPSUM BOARD FINISH.
CONTINUOUS GYPSUM
BOARD FINISH AT EXTERIOR
PERIMETER.
3 5/8" METAL STUD FRAMING.
STEEL COLUMN. REFERENCE
STRUCTURAL DRAWINGS.
HOLD STUD FRAMING A
MINIMUM OF 1/2" FROM
STEEL COLUMN. TYPICAL.
CONTINUOUS VAPOR
BARRIER AT EXTERIOR
PERIMETER. TYPICAL.
BRICK VENEER.
2" CONTINUOUS
RIGID INSULATION.
1" MORTAR NET.
6" COLD FORMED METAL
STUD FRAMING.
5/8" PLYWOOD SHEATHING.
ROOF DRAIN LEADER -
COORDINATE W/ PLUMBING.
1' - 6"
A1.9
AC
1 1 /8 "
4 1 /4 "3 7 /8 "6 "
3 /4 "
1 "3 "
1 1 "
3
"
3
1
/
2
"
3
/
4
"
2
3
/
4
"
3
1
/
4
"
5
/
8
"
5
"
LIMESTONE VENEER
1" AIR SPACE
3/4" PLYWOOD
6" METAL STUDS
5/8" GYSUM BOARD
3 5/8" METAL STUDS
STEEN FRAMING - REFERENCE
STRUCTURAL DRAWINGS
AIR SPACE
LIMESTONE VENEER
A1.1
AC
3 "3 1 /2 "
3 /4 "
4 3 /4 "
1 1 /4 "5 /8 "
1 0 5 /8 "
3
"
3
1
/
2
"
3
/
4
"
2
3
/
4
"
3
1
/
4
"
1
'
-
2
7
/
8
"
LIMESTONE VENEER
STEEL FRAMING - REFERENCE
STRUCTURAL DRAWINGS
AIR SPACE
3/4" PLYWOOD
3/4" PLYWOOD
3 5/8" METAL STUDS
5/8" GYPSUM BOARD
6" METAL STUDS
6" METAL STUDS
TREATED WOOD
BLOCKING
2" RIGID
INSULATION TO
START ABOVE
CEILING LINE
A1.9
ACOUSTICAL WALL
PANELS - REFERENCE
INTERIOR DRAWINGS
3 5/8" METAL STUDS
5/8" GYPSUM BOARD
9 1 /2 "
9 "
1 1 /8 "4 7 /8 "2 "
5/8" IMPACT RESISTANT
GYPSUM BOARD
A1.9
AC.6
2
'
-
4
7
/
8
"
1
'
-
1
1
/
8
"
4
7
/
8
"
1 1 /8 "4 7 /8 "3 "
1
'
-
1
0
"
ACOUSTICAL WALL
PANELS - REFERENCE
INTERIOR DRAWINGS
3 5/8" METAL STUDS
5/8" GYPSUM BOARD
LIMESTONE VENEER
HARDWOOD REVEAL
HARDWOOD TRIM
1
'
-
3
1
/
2
"
WALL MOUNTED
ROOF ACCESS
LADDER 1 ' - 0 "
2 "4 7 /8 "
CE
C3.11/4" TEMPERED GLAZING.
WOOD BLOCKING.
PROVIDE FULL HEIGHT
STOREFRONT MULLION
FRAMING AT JAMB.
3/4" ALUMINUM GLAZING
CHANNEL. RECESS CHANNEL
AND SET IN A GROUT BED.
5/8" PLYWOOD
SHEATHING.
CUT LIMESTONE VENEER.
5 1/2" X 1 1/2" ALIGN
AND COVER END OF
HORIZONTAL NAILERS
3/4" ALUMINUM GLAZING
CHANNEL AT SILL.
5/8" PLYWOOD
SHEATHING.
6" COLD FORMED METAL
STUD FRAMING.
2 1/2" METAL STUD
FRAMING.
6" COLD FORMED
METAL
STUD FRAMING.
5/8" GYPSUM BOARD
3 5/8" METAL STUDS
10
1
/
4
"
6
1
/
8
"
5/
8
"
6"
7
1
/
4
"
7 3/8"3"3"
5/8"
6 5/8"
1' - 10 3/4"
80.0 0°
1/2" REVEAL PAINTED
FLAT BLACK - TYPICAL AT
ALL LIMESTONE/DRYWALL
CONNECTIONS
P
A
T
T
E
N
R
E
P
E
A
T
1
1
/
2
"
1
1
/
2
"
1
1
/
2
"
1
1
/
2
"
±
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUDS
1 1/2" DEEP HORIZONTAL CEDAR
NAILERS - SEE ELEVATION/SECTIONS
FOR SPACING
3 1/2" X 1 1/2"
5 1/2" X 1 1/2"
1 1/2" X 1 1/2"
3 1/2" X 1 1/2"
C5.1
CD
10
1
/
2
"
11 3/8"
10
3
/
8
"
11 5/8"
80.00°
5/8" GYPSUM BOARD
6" METAL STUDS
STEEL COLUMN - REFERENCE
STRUCTURAL DRAWINGS
1 ' - 1 "
1
'
-
6
5
/
8
"
5/8" GYPSUM BOARD
3 5/8" METAL STUDS
C5
CC
5/
8
"
6"
5/
8
"
11
1
/
8
"
9"
1
5
/
8
"
5/
8
"
5/8"
1 5/8"
9"9"
1 5/8"
5/8"
6" METAL STUDS
5/8" GYPSUM BOARD
1 5/8" METAL STUDS
CONCRETE COLUMN -
REFERENCE STRUCTURAL
DRAWINGS
C6
CC
6" METAL STUDS
5/8" GYPSUM BOARD
1 5/8" GYPSUM BOARD
CONCRETE COLUMN -
REFERENCE STRUCTURAL
DRAWINGS
5/
8
"
6"
5/
8
"
11
1
/
8
"
9"
1
5
/
8
"
5/
8
"
4"
5/8"
6"5/8"
5/8"
1 5/8"
9"9"
1 5/8"
5/8"
5
/
8
"
4
1
/
4
"
5
/
8
"
6
"
5
/
8
"
6"
1 00.00°
ALIGN
(2) LAYERS 5/8" GYPSUM
BOARD EACH SIDE
3 5/8" METAL STUDS
ACOUSTICAL BATT
INSULATION
5/8" GYPSUM BOARD
5
3
/
8
"
3 5/8" METAL STUDS
6" METAL STUDS
5/8" GYPSUM BOARD
1/2"1 1/2"1 1/2"1 1/2"±
3 1/2" x 1 1/2"
5 1/2" x 1 1/2"3 1/2" x 1 1/2"
1 1/2" x 1 1/2"
PATTERN REPEAT
1/2"
1 1/2"
1 1/2"
1 1/2" x 1 1/2"
ALIGN AND COVER
END OF HORIZONTAL
NAILERS
5 1/2" x 1 1/2"
ALUMINUM STOREFRONT -
CENTER ON STUD WALL
ALUMINUM STOREFRONT
SYSTEM
SEALANT - TYPICAL
BLOCKING - TYPICAL
5/8" GYPSUM BOARD
ON 3 5/8" METAL STUDS
EQUALLY SPACE PATTERN
REPEAT ACROSS ENTIRE WALL
3 1/2" x 1 1/2"
MITER
CORNERS
NOTE: EVENLY SPACE
CEDAR REPEAT PATTERN
TO ACCOMMODATE
TERMINATIONS AT EACH
END OF WALL
PATTERN REPEAT
1 1/2"
1 1/2"
1 1/2"
1 1/2"
±
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
SEALANT - TYPICAL
ALUMINUM STOREFRONT -
CENTER ON STUD WALL
3 1/2" X 1 1/2" ALIGN
AND COVER END OF
HORIZONTAL NAILERS
3 1/2" X 1 1/2"
1 1/2" X 1 1/2"
5 1/2" X 1 1/2"
3 1/2" X 1 1/2"
1 1/2" DEEP HORIZONTAL CEDAR NAILERS -
SEE ELEVATION/SECTIONS FOR SPACING
EQUALLY SPACE
PATTERN REPEAT
ON WALL
NOTE: EVENLY SPACE
CEDAR REPEAT PATTERN
TO ACCOMMODATE
TERMINATIONS AT EACH
END OF WALL
PATTERN REPEAT
1 1/2"1 1/2"1 1/2"
1/2"
±
PATTERN REPEAT
1/2"
1 1/2"
1 1/2"
1 1/2"
±
5/8" GYPSUM BOARD ON
3 5/8" METAL STUDS
SEALANT - TYP.
ALUMINUM STOREFRONT
SYSTEM 1 1/2" X 1 1/2"
3 1/2" X 1 1/2"
1 1/2" DEEP HORIZONTAL
CEDAR NAILERS - SEE
ELEVATION/SECTIONS FOR
SPACING
5 1/2" X 1 1/2"
3 1/2" X 1 1/2"
MITER CORNERS AT NAILERS
3 1/2" X 1 1/2"
1 1/2" X 1 1/2"
5 1/2" X 1 1/2"
3 1/2" X 1 1/2"
NOTE: EVENLY SPACE
CEDAR REPEAT PATTERN
TO ACCOMMODATE
TERMINATIONS AT EACH
END OF WALL
1 1/2"
1 1/2"
EQ
EQ
PATTERN REPEAT
1/2"1 1/2"1 1/2"1 1/2"
±
PATTERN REPEAT
1 1/2"
±
1 1/2"
1 1/2"
1/2"5/8" GYPSUM BOARD ON
6" METAL STUDS
3 1/2" X 1 1/2"
1 1/2" X 1 1/2"
EQUALLY SPACE
PATTERN REPEAT FULL
LENGTH OF WALL
3 1/2" X 1 1/2"
1 1/2" X 1 1/2"
5 1/2" X 1 1/2"
3 1/2" X 1 1/2"
MITER
CORNERS
3 1/2" X 1 1/2"
1 1/2" DEEP HORIZONTAL
CEDAR NAILER - SEE
ELEVATION/SECTIONS
FOR SPACING
3 1/2" X 1 1/2"
5 1/2" X 1 1/2"
5 1/2" X 1 1/2"
1 1/2" X 1 1/2"
NOTE: EVENLY SPACE
CEDAR REPEAT PATTERN
TO ACCOMMODATE
TERMINATIONS AT EACH
END OF WALL
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
1
7
:
5
7
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INTERIOR DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
1" = 1'-0"A654
1 Callout (18) of PLAN - 01 FLOOR PLAN - AREA B
1 1/2" = 1'-0"A654
2 ENLARGED DETAIL
1 1/2" = 1'-0"A654
3 ENLARGED DETAIL
1 1/2" = 1'-0"A654
5 ENLARGED DETAIL
1 1/2" = 1'-0"A654
4 ROOF ACCESS LADDER
1 1/2" = 1'-0"A654
6 PLAN DETAIL
1 1/2" = 1'-0"A654
7 PLAN DETAIL
1 1/2" = 1'-0"A654
8 PLAN DETAIL
1 1/2" = 1'-0"A654
9 PLAN DETAIL
1 1/2" = 1'-0"A654
10 PLAN DETAIL
1 1/2" = 1'-0"A654
11 DECORATIVE CEDAR - DOOR JAMB PLAN DETAIL
1 1/2" = 1'-0"A654
12 DECORATIVE CEDAR - DOOR JAMB PLAN DETAIL
1 1/2" = 1'-0"A654
13 DECORATIVE CEDAR - CORNER DETAIL
1 1/2" = 1'-0"A654
14 DECORATIVE CEDAR - END WALL DETAIL
AG.8
3 5/8" METAL STUD FRAMING
@ 16" O.C. MIN. - BRACE
LATERALLY TO DECK AS
REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS LAY-IN CEIING
GRID SUSPENSION SYSTEM
AND PADS.
STEEL FRAMING -
REFERENCE STRUCTURAL
DRAWINGS.STRUCTURAL COLUMN W/
ARCHITECTURAL GRADE FINISH
3
5
.
0
0
°
5/8" GYPSUM BOARD
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
2X TREATED WOOD
BLOCKING
2X TREATED WOOD BLOCKING
7"
DA
3 5/8" METAL STUD FRAMING
@ 16" O.C. MIN. - BRACE
LATERALLY TO DECK AS
REQUIRED FOR
STRUCTURAL INTEGRITY
2X TREATED WOOD
BLOCKING
5/8" GYPSUM BOARD
"V" REVEAL
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
STEEL JOIST - REFERENCE
STRUCTURAL DRAWINGS.
2X TREATED WOOD
BLOCKING
CONTINUOUS GYPSUM
CEILING ASSOCIATED
SUSPENSION SYSTEM AND
LATERAL BRACING
LED LIGHT - TYPICAL BOTH
SIDES AT COVE -
REFERENCE ELECTRICAL
DRAWINGS
1' - 5 1/2"4 7/8"1' - 8"
1'
-
0
"
1'
-
0
"
1'
-
0
"
11
3
/
4
"
D2
STEEL JOIST -
REFERENCE
STRUCTURAL
DRAWINGS
3 5/8" METAL STUD FRAMING
@ 16" O.C. MIN. - BRACE
LATERALLY TO DECK AS
REQUIRED FOR
STRUCTURAL INTEGRITY
5/8" GYPSUM BOARD
CONTINUOUS LAY-IN CEIING
GRID SUSPENSION SYSTEM
AND PADS.
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
2X TREATED WOOD
BLOCKING
2 1/2" METAL STUD
FRAMING ANCHOR AND
BRACE BACK TO BUILDING
STRUCTURE AND METAL
DECK AS REQUIRED TO
MAINTAIN FLUSH BULK
HEAD CONDITION.
METAL DECK -
REFERENCE
STRUCTURAL
DRAWINGS.
3 5/8" METAL STUD FRAMING
@ 16" O.C. MIN. - BRACE
LATERALLY TO DECK AS
REQUIRED FOR
STRUCTURAL INTEGRITY
CONTINUOUS GYPSUM
CEILING ASSOCIATED
SUSPENSION SYSTEM AND
LATERAL BRACING
5/8" GYPSUM BOARD
7
A515
DB.8DCDD
12
'
-
0
5
/
8
"
A539
7 Sim
A539
6 Sim
PASSAGE
D107
3
A612
3
A506
1
A660 D42.22
METAL PANEL WEEP HOLE - PER
METAL PANEL SYSTEM MFGR.
TREATED WOOD BLOCKING
AND SHIMS AS REQUIRED
CONTINUOUS SEALANT AND
BACKER ROD
SUB GIRTS - AS REQUIRED -
COORDINATE W/ SLOPE OF
STRUCTURE AND METAL
PANEL SYSTEM.
CONTINUOUS SEALANT AND
BACKER ROD
DRAINABLE LOUVER WITH
INSULATED BLANK OFFS WHERE
NOT USED.
A536
7 Sim
TREATED WOOD
BLOCKING AND
SHIMS AS
REQUIRED
TREATED WOOD
BLOCKING AND
SHIMS AS
REQUIRED
5/8" GYPSUM
BOARD
1" PRE-FINISHED
INSULATED PANEL
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS.
STEEL JOIST - REFERENCE
STRUCTURAL DRAWINGS.
CONTINUOUS
DIFLECTION TRACK
EDGE OF SHELF IN
DINING ROOM -
BEYOND
BACK FACE OF
LIGHT WALL WALL -
BEYOND
MECHANICAL
CHASE
6" COLD FORMED METAL STUD
FRAMING AND BOX HEADER
GYPSUM SHEATHING SHALL
RUN PAST AS SHOWN.
A536
8 Sim
DB.8
GYPSUM BOARD
RESILIENT ACOUSTIC CHANNEL
ACOUSTIC BATT INSULATION - PER
STUD THICKNESS
LIGHTING DEVICE - COORDINATE
GYPSUM BOARD FLANGE W/
MANUFACTURE - COORDINATE
ATTACHMENT AT VERTICAL WALL
PLANE W/ MFGR.
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION SYSTEM
AND LATERAL BRACING.
A1.1
6" METAL STUD FRAMING
@ 16" O.C. MIN. - BRACE
LATERALLY TO DECK AND
BUILDING STRUCTURE AS
REQUIRED FOR
STRUCTURAL INTEGRITY
TREATED WOOD BLOCKING
2X HARDWOOD TRIM.
2 LAYERS 3/4" HARDWOOD
VENEER PLYWOOD.
HARDWOOD BLOCKING.
6" COLD FORMED METAL STUD
FRAMING AND BOX HEADER
ANCHOR ASSEMBLY BACK TO
ADJACENT BUILDING STRUCTURE AND
ASSEMBLIES AS REQUIRED FOR
STRUCTURAL INTEGRITY
TREATED WOOD BLOCKING
TREATED PLYWOOD SHEATHING
LIGHTING DEVICE - COORDINATE
GYPSUM BOARD FLANGE W/
MANUFACTURE - COORDINATE
ATTACHMENT AT VERTICAL WALL
PLANE W/ MFGR.
CONTINUOUS GYPSUM CEILING
ASSOCIATED SUSPENSION SYSTEM
AND LATERAL BRACING.
2X TREATED WOOD
BLOCKING
DEFLECTION TRACK
METAL DECK - REFERENCE
STRUCTURAL DRAWINGS
STEEL FRAMING -
REFERENCE STRUCTURAL.
BATT INSULATION - PER STUD
THICKNESS
1' - 2".
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
9/
1
8
/
2
0
1
5
1
1
:
1
8
:
1
1
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CEILING SECTION
DETAILS
4522-0007
09/16/15
Author
Checker
LIBERTY FUND HEADQUARTERS
LIBERTY FUND
NO.DESCRIPTIONDATE
3Bid Package #3Date 3
1" = 1'-0"A660
3 CEILING DETAIL - ASSISTANT C110
1" = 1'-0"A660
2 ENLARGED SECTION - LIGHT COVE GOODRICH ROOM
1" = 1'-0"A660
5 CEILING DETAIL - EXERCISE
1" = 1'-0"A660
4 CEILING DETAIL - EXERCISE
1/2" = 1'-0"A660
1 ENLARGED SECTION - PASSAGE D107
1" = 1'-0"A660
6 ENLARGED SECTION
1" = 1'-0"A660
7 CEILING DETAIL - LIGHT STRIP
1" = 1'-0"A660
8 CEILING/BULKHEAD DETAIL