3. EGRESS WIDTH PER OCCUPANT CALCULATIONS (FULLY SPRINKLERED)
FULL FLOOR TENANT Based Upon the 2012 IBC Code
Sections 1005.3.1 and 1005.3.2
STAIR DOOR WIDTH STAIR WIDTH
INCHES / RATIO INCHES / RATIO
EXIT #1: 34 0.15 227 STAIR #1: 44 0.2 220
EXIT #2: 34 0.15 227 STAIR #2: 44 0.2 220
TOTAL ALLOWED = 453 TOTAL ALLOWED = 440
OCCUPANCY LOAD CALCULATIONS:
Based upon the 2012 IBC Table 1004.1.2
Floor Area of Tenant Space: Square Footage
Total Floor Area: 22965 GSF
Vertical Penetration: 1122 USF
Mechanical/ Electrical: 337 USF
Total Usable Tenant Space: 20475 USF
Occupant Load
USF / RATIO = TOTAL OCCUPANCY
BUSINESS AREAS: 18128 100 182
CONFERENCE/ ASSEMBLY AREAS: 1729 15 116
STORAGE: 618 300 3
LIBRARY/Exercise: 0 50 0
CLASSROOM: 0 20 0
TOTAL TENANT OCCUPANCY = 301
1ST FLOOR MINIMUM NUMBER OF PLUMBING FACILITIES - Table 2902.1
TYPE OF
OCCUPANCY
OCCUPANT LOAD
(PER
MALE/FEMALE)
WATER CLOSETS
LAVATORIES
DRINKING
FOUNTAINS
(URINAL SEE SECTION
419.2)
MALE FEMALE MALE FEMALE
BUSINESS 91 2.820 2.820 2.138 2.138 0.056
1 PER 25 FOR THE FIRST 50;
1 PER 50 THEREAFTER
1 PER 40 FOR
FIRST 80; 1 PER 80
THEREAFTER
1 PER 100
STORAGE 2 0.020 0.020 0.020 0.020 0.004
1 PER 100 1 PER 100 1 PER 1000
ASSEMBLY 58 0.464 0.892 0.290 0.290 0.232
1 PER 125 1 PER 65 1 PER 200 1 PER 500
MECHANICAL 2 0.020 0.020 0.020 0.020 0.004
1 PER 100 1 PER 100 1 PER 1000
TOTAL
REQUIRED
306 3.3240 3.7523 2.4675 2.4675 0.2964
TOTAL
PROVIDED
4 4 3 4 2
*Note: Male WC count reduced/modified by Urinal Count (replacing no more than 1
2 of required WC)
215'-4" / 3 = 72'-0"
38'-3"/3=13'-0"
26'-3"
58'-5"
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
4.
5. DOOR TYPE D3 DOOR TYPE D4
DOOR TYPE D5
DOOR TYPE D6
DOOR TYPE D7
MODERNFOLD OPERABLE PARTITIONS AT LARGE CONFERENCE - SEE SHEET A0.3 AND A0.4 FOR MORE INFORMATION
DOOR TYPE D1 DOOR TYPE D2
ALUMINUM FRAME @ JAMB
3" = 1'-0"J1
ALUMINUM FRAME @ JAMB
3" = 1'-0"J2
CARPET TO LINOLEUM
3" = 1'-0"T3
CARPET TO CARPET
3" = 1'-0"T1
CARPET TO WOOD
3" = 1'-0"T2
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
J3
EZYJAMB FRAME @ JAMB
3" = 1'-0"
POCKET DOOR @ HEAD
3" = 1'-0"H4
POCKET DOOR @ JAMB
3" = 1'-0"J4
6. THERMOSTAT
LIGHT SWITCH AND PUSH BUTTON
STROBE AND SECURITY OUTLET BOXES
(MEASURE TO BOTTOM OF FIXTURE)
ALIGN
ELECTRICAL OUTLET
TELEPHONE / DATA OUTLET
CO2 SENSORS
CARD READER
COAT HOOK
A DORMA Group Company
WARNING!!!
#17G SWITCH REQUIRED!
STANDARD #17 SWITCH
WILL NOT WORK!
PLEASE CHECK SWITCH TYPE.
362SR-DRS
PANEL LAYOUT
OP-01
LARGE CONF. ROOM
A DORMA Group Company
362SR-DRS
PANEL LAYOUT
OP-01
LARGE CONF. ROOM
WARNING!!!
#17G SWITCH REQUIRED!
STANDARD #17 SWITCH
WILL NOT WORK!
PLEASE CHECK SWITCH TYPE.
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
G1 BUTT GLAZING JOINT
6" = 1'-0"
G2 GLAZING JAMB
6" = 1'-0"
G3 GLAZING AT HEAD
3" = 1'-0"
G4 FULL HEIGHT GLAZING AT BASE
3" = 1'-0"
NOTES:
STROBES, LIGHT SWITCHES, AND ETC. DEVICES TO ALIGN AS SHOWN.
ALL ADJACENT DEVICES TO BE GANGED UNDER THE SAME COVERPLATE WHENEVER
FEASIBLE.
GENERAL CONTRACTOR SHALL BE REQUIRED TO RELOCATE ITEMS AT NO ADDITIONAL COST
TO TENANT, ARCHITECT OR BUILDING OWNER.
ALL DEVICES AND COVERPLATES TO BE WHITE UNLESS NOTED OTHERWISE. COVERPLATES
FOR ALL DEVICES MOUNTED IN MILLWORK, TILE, OR OTHER SPECIALTY FINISHES TO BE
STAINLESS OR ALUMINUM. SEE ARCHITECTURAL AND MEP PLANS FOR FURTHER
INFORMATION.
MOUNT COAT HOOK ON WALL WHERE GLASS LITES IN DOORS PROHIBIT INSTALLATION OF
COAT HOOKS ON DOOR. LOCATE COAT HOOK IN FIELD WITH ARCHITECT.
7. A DORMA Group Company
PANEL PLAN
A DORMA Group Company
A DORMA Group Company
A DORMA Group Company
PLAN VIEW
ELEVATION
NOTES:
NOTES:
BRACKETS IN STACK:
BRACKETS IN RUN:
BRACKET REQUIREMENTS (EXCEPT AS NOTED):
HEAVY DUTY
HEAVY DUTY
HINGED JAMB HINGED JAMBHINGED CENTER PANEL
TYPEIII
POCKET DOOR
OP-02
SMALL CONF ROOMS
PANEL ELEVATION - SIDE "L"
ACOUSTI-SEALENCORE-PAIREDPANEL
PANEL ELEVATION
OP-02
SMALL CONF ROOMS
SOSS HINGE PANEL JOINT JAMB
EXPANDABLE PANEL W/ JAMB
VERTICAL SECTION
ACOUSTI-SEALENCORE-PAIREDPANEL
DETAIL SHEET
OP-02
SMALL CONF ROOMS
ARCHITECT / GENERAL CONTRACTOR NOTES
ACOUSTI-SEALENCORE-PAIREDPANEL
PANEL LAYOUT
OP-02
SMALL CONF ROOMS
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
8. (REFER TO SHEET A0.2 FOR PARTITION TYPES)
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
1
DEMOLITION PLAN
1/8" = 1'-0"
9. (REFER TO SHEET A0.0 FOR PROJECT SYMBOLS, ABBREVIATIONS, AND BUILDING INFORMATION)
(REFER TO SHEET A0.3 FOR PARTITION TYPES)
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
1
CONSTRUCTION PLAN
1/8" = 1'-0"
10. AVAV
BF BF BF BF
BF BF
BF BF
BFBF
BF BF
BF
BF
BF BF
BF
AVAV
BF BF
BF BF
BF BF BF BF BF BF BF
BF
AVAV
AVAV
AV
AV
AV AV
AV
CR
J
CR
AV
BF
BF
APPLIANCE, EQUIP, AND PLUMBING FIXTURE SCHEDULE
SYMBOL DESCRIPTION MANUFACTURER FINISH CATALOG NUMBER REMARKS
REFRIGERATOR- FREEZER
FRIGIDAIRE
GALLERY
STAINLESS STEEL FGHF2366PF
23 CU. FT.
COUNTER DEPTH
UNDER-COUNTER REFRIGERATOR
SUMMIT
APPLIANCE
STAINLESS STEEL FF433ESSSADA ENERGY STAR
MICROWAVE GE STAINLESS STEEL PEB2060SMSS
DISHWASHER ASKO STAINLESS STEEL D5624XXLS ENERGY STAR
3/4 HP GARBAGE DISPOSAL LG
SINK ELKAY STAINLESS STEEL ELUHAD2115
FAUCET KOHLER CHROME K-6331
COFFEE MAKER -- -- PROVIDED BY TENANT
GC TO PROVIDE
WATER LIINE
ICE MAKER HOSHIZAKI STAINLESS STEEL C-101BAH-AD ENERGY STAR
WATER FILTRATION -- PROVIDED BY TENANT
GC TO PROVIDE
WATER LIINE
COPIER --
WALL MOUNTED TV -- PROVIDED BY VENDOR
AV RACK -- PROVIDED BY VENDOR
DESKTOP PRINTER -- PROVIDED BY TENANT
SECURITY CAMERA -- PROVIDED BY VENDOR
MOTORIZED PROJECTOR SCREEN -- PROVIDED BY VENDOR
CEILING MOUNTED PROJECTOR -- PROVIDED BY VENDOR
MOTORIZED MECHA-SHADE BLINDS -- PROVIDED BY VENDOR
CAMERA -- PROVIDED BY VENDOR
REMARKS/ NOTES:
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
1
POWER AND SIGNAL PLAN
1/8" = 1'-0"
11. TYPE DESCRIPTION LAMP MANUFACTURER FIXTURE NAME CATALOG # NOTES
A 2X2 RECESSED LENSED T8 FOCAL POINT LUNA 2X2
FLU-22-B-2-BX40-E-120-G-
PS-WH
ALL DAYLIGHT
HARVESTING
FIXTURES 15'-0"
FROM THE
PERIMETER TO BE
DIMMABLE
B 8' LINEAR TECHZONE FOCAL POINT SEEM 4
FSM4L-FL-375LF-35K-LD1-
WH-8'
C 16' LINEAR TECHZONE FOCAL POINT SEEM 4
FSM4L-FL-375LF-35K-LD1-
WH-4'
D 4" ROUND DOWNLIGHT FOCAL POINT 4.5" APERTURE id
FL4D-15LED-L35-RO-T-L4-
RO-CD
DIMMABLE AT
RECEPTION
E 10' LINEAR LIGHT FOCAL POINT SEEM 4
FSM4L-FL-375LF-35K-LD1-
WH-10'
F 12' LINEAR LIGHT FOCAL POINT SEEM 4
FSM4L-FL-375LF-35K-LD1-
WH-6'
G UNDERCABINET LIGHT LUMENSPULSE
UDERCABINET
TASK LIGHT
LUCRO-24V-PERPLAN-30K
-FR-WH
H PENDANT USA LUMINATION
NANOLED NXT
PENDANT
LNRP3-9020-M2-10-10-35K
S-50-SOCC-SM-VOLTS
NON-DIMMABLE
I 4" ROUND WALL WASHER ZUMTOBEL BASYS CFL 4"
BR4DCFL_FIF_330_VER_1
3W_DL
SUBSTITUTIONS TO ANY LIGHT FIXTURES ARE SUBJECT TO THE TENANT ARCHITECT'S WRITTEN APPROVAL, AND SHOULD BE EQUAL IN APPEARANCE,
FUNCTION, VOLTAGE, DIMMING, QUALITY OF CONSTRUCTION, ETC. TO THOSE LISTED IN THE SCHEDULE ABOVE. SUBSTITUTIONS TO ANY FIXTURES
WILL NOT BE CONSIDERED ANY LATER THAN 5 BUSINESS DAYS PRIOR TO THE BID DUE DATE. SEE SPECIFICATIONS FOR SUBSTITUTION PROCEDURE
REQUIREMENTS. SUBSTITUTIONS WITHOUT THE TENANT ARCHITECT'S WRITTEN APPROVAL ARE NOT PERMITTED.
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
1
REFLECTED CEILING PLAN
1/8" = 1'-0"
12. FINISH SCHEDULE
TAG MATERIAL MANUFACTURER MODEL NO. COLOR REMARKS NOTES
B1 RUBBER BASE
B2 WOOD BASE
C1 CARPET
C2 CARPET
C3 CARPET
C4 CARPET
G1 GROUT
GL1
BACK PAINTED
GLASS
P1 PAINT
P2 PAINT
P3 PAINT
P4 PAINT
PL1
PLASTIC
LAMINATE
PL2
PLASTIC
LAMINATE
PL3
PLASTIC
LAMINATE
PL4
PLASTIC
LAMINATE
PL5
PLASTIC
LAMINATE
TP1 TACK PANEL
VCT1
RESILIENT
FLOORING
VCT2
RESILIENT
FLOORING
WD1 WOOD FLOOR
WF1 WINDOW FILM
SEE SPECIFICATIONS SHEETS FOR ADDITIONAL MATERIALS; SPECIFICATION REQUIREMENTS; AND SUSTAINABLE REQUIREMENTS
MANUFACTURER'S REPRESENTATIVES:
CARPETING CONTACT: Robin Wasserman - Robin.Wasserman@bentleymills.com
WOOD FLOOR CONTACT: Hertog - info@hertog.cn
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
1
FINISH PLAN
1/8" = 1'-0"
13. ELEVATORS ELEVATION
3/8" = 1'-0"1
ELEVATORS ELEVATION
3/8" = 1'-0"2
ENTRANCE
3/8" = 1'-0"3
ENTRANCE
3/8" = 1'-0"4
FEATURE WALL / CONF. 705A-B
3/8" = 1'-0"5
MEDIUM CONFERENCE
3/8" = 1'-0"6
COFFEE BAR & DISPLAY 713
3/8" = 1'-0"8 GRAPHIC WALL - RECEPTION
3/8" = 1'-0"7
OFFICE STORE FRONT - TYP
3/8" = 1'-0"9
REFRIGERATOR
FRIGIDAIRE - FGHN2844L F
BY GC
STAFF BREAKROOM 717
3/8" = 1'-0"10
STAFF BREAKROOM 717
3/8" = 1'-0"11
FEATURE WALL - LOUNGE
3/8" = 1'-0"12
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
14. LARGE CONF.
3/8" = 1'-0"
LARGE CONF. SEE DETAILS ON A0.3
3/8" = 1'-0"2
BENCH - LOUNGE 718
3/8" = 1'-0"1
LARGE CONF.
3/8" = 1'-0"
LARGE CONF. AV WALL
3/8" = 1'-0"3MOTHERS ROOM 732
3/8" = 1'-0"4
PRINT / COPY 740
3/8" = 1'-0"5
PRINT / COPY 755
3/8" = 1'-0"6
EXEC. AREA 757
3/8" = 1'-0"7
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
15. 1
9
SECTION AT REFRIGERATOR WITH CABINET ABOVE
1 1/2" = 1'-0" 8
SECTION AT MICROWAVE TOWER W/ TRASH
1 1/2" = 1'-0" 6
SECTION AT UPPER CABINETS
1 1/2" = 1'-0"
COAT ROD AND SHELF DETAIL
1 1/2" = 1'-0"14
7
UNDERCOUNTER ADA REFRIDGERATOR DETAIL
1 1/2" = 1'-0"
13
ADJUSTABLE KV SHELVING TYP. 507C, 526B, 526C
1 1/2" = 1'-0"
2
SECTION AT BASE CABINET WITH PULLOUT
1 1/2" = 1'-0"3
SECTION AT SINK BASE CABINET
1 1/2" = 1'-0"
SECTION AT COUNTER WITH APPLIANCE
1 1/2" = 1'-0"45
SECTION AT DRAWER CABINET
1 1/2" = 1'-0"
SECTION AT BASE CABINET WITH DOOR
1 1/2" = 1'-0"
10
SECTION AT REFRIGERATOR WITH CABINET ABOVE
1 1/2" = 1'-0"
12
SECTION AT CONF. ROOM AV CABINET
1 1/2" = 1'-0" 11
BASE CABINET DRAWER W/PLAM TOP DETAIL
1 1/2" = 1'-0"
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
16. 1
ACT TO GYP CEILING DETAIL
3" = 1'-0"2
GYP BULKHEAD TO ACT - CONFERENCE DETAIL
3" = 1'-0"3
GYP. SOFFIT TO GYP. CEILING DETAIL
3" = 1'-0"4
SECTION DETAIL AT MECHANICAL SHADE: CONFERENCE ROOM
3" = 1'-0"
6
GYP TO GYP
3" = 1'-0"7
DETAIL AT ACT CEILING AND EXPOSED CEILING
3" = 1'-0"9
DETAIL AT TECHZONE CEILING
3" = 1'-0" 8
DETAIL AT GYP CEILING AND EXPOSED CEILING
3" = 1'-0"
5
PANTRY BANQUETTE DETAIL
1 1/2" = 1'-0"
10
DETAIL AT MULLION
3" = 1'-0"12
DETAIL SECTION VIEW @ TYP. SHELF ASSEMBLY
1 1/2" = 1'-0" 11
SHELF - SECTION VIEW
1 1/2" = 1'-0"
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
MEP Engineer:
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
1111 19th STREET
7th FLOOR
WASHINGTON, D.C. 20036
GPI Greenman-Pedersen, Inc.
530 Gaither Road, Suite 100
Rockville, MD 20850
Ph: 240.268.1820
Fax: 240.268.1821
31. C
B
A
1 2 3 4
NEW FRAMED
GLASS OPERABLE
PARTITION
COLUMNCOLUMN
COLUMN COLUMN
SMALL
CONFERENCE
PARTITION
STACK AREA
1'-6"3'-0"
TYP.
(U.N.O.)
INDICATES NEW
HANGER RODS *TYP,)
6"
MIN.
INDICATES EXISTING
CONC. COL. (TYP.)
1'-6"3'-0"3'-0"3'-0"VIF.6"6"
INDICATES
NEW HANGER
RODS (TYP.)NEW OPERABLE
PARTITION
EXISTING PT BEAM
(SEE NOTES)
1'-6"
L2x2x1
4 AT EACH
END OF CONT. PL
PARTITION
STACK AREA
1'-6"
WIDTH OF EXIST
P.T. BEAM (SEE
"POST INSTALLED
ANCHOR" NOTE-1
THIS SHEET )
SMALL
CONFERENCE
LARGE
CONFERENCE LOUNGE
NEW OPERABLE
PARTITION
SIM.
719 718
706-A
706-B
NTS
2
S1.0
SECTION - FOLDING PARTITION SUPPORT
L4x4x1
4x0'-8"
L2x2x1
4 BRACE, SEE PLAN
PL 5
8"x11" WIDE
CONT, SEE PLAN
B/ (E) 8TH FL
CONC SLAB
A325 3
4
PL 5/8"x4x0'-8" LG
VERIFY
w/ARCH
A325 3
4
(UNO ON PLAN)
CEILING MOUNT KIT. HGR BY MFR
COORD EL w/ ARCH
1
1
6" MIN COOKDINHTE
THIS DIMENSION
w/ ATCH
SCALE AT FULL SIZE
3
4"=1'-0"
1' 0 1' 2' 3'
3
S1.0
SECTION
(2) HILTI KWIK BOLT TZ CS
1
2
1
4" EMBED
L4x4x1
4x0'-8"
L2x2x1
4 BRACE,
SEE PLAN
6"
MIN
B/ (E) 8TH FL
CONC SLAB
A325 3
4
8"
MIN
A325 3
4
(2) 3
8
COUPLED w/ 1
2
BOLTS TZ CS w/ 3 1
4"
EMBED, TYP. SEE PLAN
FOR SPCG
CEILING MOUNT KIT. HGR
BY MFR COORD EL w/ ARCH
1
1
TYP
PL 5
8"x11" WIDE
CONT, SEE PLAN
L2x2x1
4 BRACE,
SEE PLAN
S1.0
NEW FOLDING
PARTITION
SUPPORT
Drawing Scale
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Project No:
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R4D PARTITION
1111 19th Street, NW
Ste. 200
Washington, DC 20036
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
MEP Engineer:
GHT LIMITED
1110 N GLEBE RD, #300
ARLINGTON, VA 22201
Ph: 703.243.1200
SCALE AT FULL SIZE 1
4"=1'-0"
4' 0 4' 8'
1
S1.0
PARTIAL 7TH FLOOR PLAN
GENERAL
1. The applicable building code is 2012 IBC.
2. Contractor is solely responsible for means and methods during the course of the work. Do not
damage or endanger the structural integrity of the Work or Existing Structure.
3. Use architectural drawings and drawings of other trades in conjunction with the structural drawings
to properly perform the work.
4. Contractor is responsible for coordinating between trades.
5. Do not scale drawings.
6. Field dimensions
A. Verify all dimensions and accurately locate all existing columns, beams and other structural
members before beginning work or preparing shop drawings.
EXISTING BUILDING/STRUCTURE NOTES
11. Utmost care shall be exercised at all times when working on existing structural members to avoid
impairing the carrying capacity of the existing structure.
A. Should the Architect or Engineer determine that the carrying capacity of the existing structure
has been impaired by, or as a result of, the operations of the Contractor, or is otherwise not in
conformance with the contract documents, appropriate remedial work shall be required.
B. Any damage resulting from the operations of the Contractor shall be repaired as directed by the
Owner's representative at no additional cost to the Owner.
2. Notify Architect and Engineer before cutting or removal of any part of the existing structure not
indicated to be modified or demolished.
STRUCTURAL STEEL
1.
2. Structural steel design is based on the Allowable Strength Design (ASD) and Load and Resistance
Factor Design (LRFD) methodology. All loads shown on drawings are unfactored (service) loads,
unless noted otherwise.
3. The structural steel detailer shall develop all elevations, plans, and sections without reproducing
same from the design drawings. Detailer shall adequately cross reference the structural drawings to
the satisfaction of the engineer. All shop drawings shall be submitted for review and review
comments incorporated prior to fabrication.
4. Materials shall conform to the following:
ASTM A36 Rods, angles and plates
ASTM A992 W and WT shapes
ASTM A325 High strength bolts
AWS A5.1 E70XX Welding electrodes
ASTM A36 All other structural shapes
5. Connections:
A. Provide minimum weld sizes in accordance with AISC 360 Specification for Structural Steel
Buildings.
B. Electrodes shall be suited to grade and weldability of base metal.
C. Use AWS certified welders for structural welding.
D. Field cutting or burning of structural steel is prohibited.
E. See architectural drawings for additional steel not shown on structural drawings.
F. Where plates, angles or other miscellaneous members require welding (either field or shop) or
slip-critical connections, mask connection surfaces prior to shop priming and touch-up with
primer after completing connection.
G. Provide adjustable connections for all members designated as AESS to facilitate adjustment to
achieve the specified tolerance.
POST-INSTALLED ANCHORS
1. Utmost care shall be exercised when drilling for the anchor installation to avoid impairing the
tendons or any other reinforcement of the existing concrete slab. Do not drill the existing concrete
beam for any reason. Contractor shall conduct non-destructive testing of slab affected by the new
work, to locate such reinforcement prior to drilling for anchor installation or performing any core
drilling. Existing reinforcement shall not be cut, notched or otherwise compromised during the
course of the work.
2. Contractor shall be solely responsible for means and methods during the course of the work. Do not
damage or endanger the structural integrity of the existing structure.
3. Drill and install post-installed anchors according to manufacturer's printed installation instructions
and per manufacturer's on-site training.
4. All post-installed anchors shall meet ICC-es compliance for each type of application.
5. Expansion anchors in concrete shall be hilti kwik bolt TZ, or approved equal.
6. Provide standard AISC holes in all steel members receiving post-installed anchors. If oversized
holes are provided to ease installation of the anchors, a plate washer (1/4"x2"x2") with an AISC
standard hole shall be installed and 1/8" fillet welded (all around) to the member.
7. Testing: 10% of each type and size of drilled-in anchor shall be proof loaded by the independent
testing laboratory. Adhesive anchors and capsule anchors shall not be torque tested unless
otherwise directed by the engineer. If any of the tested anchors fail to achieve the specified torque
or proof load within the limits as defined in the drawings, all anchors of the same diameter and type
as the failed anchors shall be tested, unless otherwise instructed by the engineer.
A. Perform tension testing in accordance with ASTM E488.
B. Apply torque with a calibrated torque wrench.
32. GENERAL NOTES:
1. ANALYSIS PROCEDURE PER ASCE 7-10 APPENDIX 11B.3, SEISMIC
REQUIREMENTS FOR NEW STRUCTURES DOES NOT APPLY
*PER GENERAL NOTES ON SHEET S1
AND PLAN NOTES ON SHEETS S7
FROM STRUCTURAL DRAWINGS
SUBMISSION "CONSTRUCTION -
MKJ" DATED APRIL 13, 1972 BY
MICHAEL K. JOHNS
2. THE USE FOR THIS SPACE IS EXISTING
OFFICE. PER CURRENT ASCE 7, THE OFFICE LIVE
LOAD IS 50 PSF. WE HAVE REVIEWED THE EXISTING
FRAMING BASED ON THE DRAWINGS PRODUCED BY
MICHAEL K. JOHNS DATED APRIL 13, 1972 AND
CERTIFY THAT THE EXISTING FRAMING TO
BE SUFFICIENT FOR PROPOSED WORK.
C 2015 KEAST & HOOD CO.
STRUCTURAL TESTING & INSPECTION PROGRAM NOTES:
1. THE INTENTION OF THIS TABLE IS TO IDENTIFY THE CONSTRUCTION REQUIRING SPECIAL INSPECTION AS REQUIRED BY THE 2012
INTERNATIONAL BUILDING CODE (IBC). EACH SPECIAL INSPECTOR IS RESPONSIBLE FOR JOB SPECIFIC ITEMS AS DEFINED IN
CHAPTER 17 OF THE IBC (AND IN ACCORDANCE WITH THE SPECIFICATIONS).
2. INSPECTIONS OF FABRICATORS IS NOT REQUIRED IF THE FABRICATOR IS APPROVED IN ACCORDANCE TO IBC SECTION 1704.2.5
AND CERTIFIES COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
3. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL
INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE
MATERIAL SAMPLING AND TESTING SECTION OF THE PROJECT SPECIFICATIONS AND THE GENERAL NOTES. THE TESTING
AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ENGINEER,
CONTRACTOR AND BUILDING OFFICIAL. ANY CONSTRUCTION WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS AND IBC
REQUIREMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND THE
ENGINEER IF UNCORRECTED. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED
COMPONENTS.
4. FREQUENCY OF INSPECTIONS
A. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR SHALL BE ON SITE AT ALL TIMES OBSERVING THE
WORK REQUIRING SPECIAL INSPECTION. FOR STRUCTURAL STEEL, INSPECTION TASK MUST BE COMPLETED FOR EACH
MEMBER OR CONNECTION.
B. PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT THE TIME INTERVALS NECESSARY
TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTIONS IS IN COMPLIANCE. OPERATIONS NEED NOT BE DELAYED
PENDING THESE INSPECTIONS.
5. ALL WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING INSPECTOR. ALL PROVISIONS OF AWS D1.1/D1.1M
"STRUCTURAL WELDING CODE - STEEL" SHALL APPLY TO STEEL CONSTRUCTION. NON-DESTRUCTIVE TESTING OF WELDED
JOINTS SHALL BE IN ACCORDANCE WITH AISC 360 SECTION N5.
SPECIAL INSPECTIONS PROGRAM - STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
2012 IBC
REFERENCE
SECTION
REFERENCE
STANDARD
COMMENTS
GENERAL INSPECTION OF FABRICATORS X 1704.2.5 SEE NOTE 2.
SPECIAL INSPECTIONS PROGRAM - STRUCTURAL STEEL (AISC 360 CHAPTER N)
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
2012 IBC
REFERENCE
SECTION
AISC 360
REFERENCE
COMMENTS
GENERAL INSPECTION OF FABRICATORS X 1704.2.5 SEE NOTE 2.
DOCUMENT ACCEPTANCE OR REJECTION OF INSPECTED ITEMS X
TABLES N5.4-3,
N5.6-3, N6.1
ANCHOR RODS,
EMBEDMENTS,
AND
POST-INSTALLED
ANCHORS
PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
SUPPORTING STRUCTURAL STEEL
SECTION N5.7
VERIFY DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD
OR EMBEDDED ITEM
SECTION N5.7
VERIFY EXTENT OR DEPTH OF EMBEDMENT INTO CONCRETE PRIOR TO
CONCRETE PLACEMENT
SECTION N5.7
INSPECTION OF
STEEL FRAME
JOINT DETAILS
FOR COMPLIANCE
w/CONSTRUCTION
DOCUMENTS
DETAILS SUCH AS BRACING & STIFFENING X SECTION N6
MEMBER LOCATIONS X SECTION N6
APPLICATION OF JOINT DETAILS AT EACH CONNECTION X SECTION N6
PRIOR TO
WELDING
WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE X TABLE N5.4-1
MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES
AVAILABLE
X TABLE N5.4-1
MATERIAL IDENTIFICATION (TYPE/GRADE) X TABLE N5.4-1
FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
- BACKING TYPE AND FIT (IF APPLICABLE)
X TABLE N5.4-1
CONFIGURATION AND FINISH OF ACCESS HOLES X TABLE N5.4-1
FIT-UP OF FILLET WELDS
- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
X TABLE N5.4-1
DURING WELDING
USE OF QUALIFIED WELDERS X TABLE N5.4-2
INSPECTOR TO OBTAIN COPY OF
WELDER CERTIFICATIONS PRIOR TO
START OF WORK
CONTROL AND HANDLING OF WELDING CONSUMABLES
- PACKAGING
- EXPOSURE CONTROL
X TABLE N5.4-2
NO WELDING OVER CRACKED TACK WELDS X TABLE N5.4-2
ENVIRONMENTAL CONDITIONS
- WIND SPEED WITHIN LIMITS
- PRECIPITATION AND TEMPERATURE
X TABLE N5.4-2
WPS FOLLOWED
- SETTINGS ON WELDING EQUIPMENT
- TRAVEL SPEED
- SELECTED WELDING MATERIALS
- SHIELDING GAS TYPE/FLOW RATE
- PREHEAT APPLIED
- INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)
- PROPER POSITION (F, V, H, OH)
X TABLE N5.4-2
WELDING TECHNIQUES
- INTERPASS AND FINAL CLEANING
- EACH PASS WITHIN PROFILE LIMITATIONS
- EACH PASS MEETS QUALITY REQUIREMENTS
X TABLE N5.4-2
AFTER WELDING WELDS CLEANED X TABLE N5.4-3
SIZE, LENGTH AND LOCATION OF WELDS X TABLE N5.4-3
WELDS MEET VISUAL ACCEPTANCE CRITERIA
- CRACK PROHIBITION
- WELD/BASE-METAL FUSION
- CRATER CROSS SECTION
- WELD PROFILES
- WELD SIZE
- UNDERCUT
- POROSITY
X TABLE N5.4-3
ARC STRIKES X TABLE N5.4-3
k-AREA INSPECTION AT DOUBLER PLATES, CONTINUITY PLATES, OR
STIFFENER PLATES
X TABLE N5.4-3
BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) X TABLE N5.4-3
REPAIR ACTIVITIES X TABLE N5.4-3
PRIOR TO
BOLTING
MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER
MATERIALS
X TABLE N5.6-1
FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS X TABLE N5.6-1
PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE,
BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)
X TABLE N5.6-1
PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL X TABLE N5.6-1
CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET
APPLICABLE REQUIREMENTS
X TABLE N5.6-1
PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
ASSEMBLIES AND METHODS USED
X TABLE N5.6-1
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND
OTHER FASTENER COMPONENTS
X TABLE N5.6-1
DURING BOLTING
FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL
HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED
X TABLE N5.6-2
JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
PRETENSIONING OPERATION
X TABLE N5.6-2
FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED
FROM ROTATING
X TABLE N5.6-2
FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST
RIGID POINT TOWARD THE FREE EDGES
X TABLE N5.6-2
3. SUPPORT HANGER SYSTEM DESIGNED TO SUPPORT 1
2" THICK GLASS
PARTITION WALL AND GLASS DOOR SYSTEM FOR BOTH A OPENED AND
STACKED CONDITION. L/360 DEFLECTION LIMITATION WAS USED IN
DESIGN OF HANGER SUPPORT SYSTEM.
Drawing Scale
ISSUES
SEAL / SIGNATURE
CLIENT
CONSULTANTS
SHEET NAME
FILE INFORMATION
Project No:
Drawn By:
Checked By:
Date:
R4D PARTITION
1111 19th Street, NW
Ste. 200
Washington, DC 20036
1412EyeStreet,NWWashington,DC20005
Tel202.621.1000Fax202.621.1001Webwww.otj.com
MEP Engineer:
GHT LIMITED
1110 N GLEBE RD, #300
ARLINGTON, VA 22201
Ph: 703.243.1200
S2.0
DESIGN CRITERIA
& SPECIAL
INSPECTIONS
PROGRAM
