NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND

ARCHITECTURAL ABBREVIATIONS SYMBOLGY LEGEND KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.

& AND FCO FLOOR CLEAN OUT OFF OFFICE VWC VINYL WALLCOVERING SEE SHEETS FOR SPECIFIC SYMBOLS ITEM CODE DIVISION 09 - FINISHES
BLDG x.x
@ AT FD FLOOR DRAIN OPG / OPNG OPENING UC UNDERCUT TR
9.1 1/2" GWB TYPE X
NORTHNO UE 9.2 5/8" GWB TYPE X
A
A/C
ANGLE
AIR CONDITIONER / CONDITIONING
FDN
FE
FOUNDATION
FIRE EXTINGUISHER
OPP
OZ
OPPOSITE
OUNCE
UG
UL
UNDERGROUND
UNDERWRITER'S LABORATORY
W
W/
WEST
WITH
A-101 SHEET NUMBER
R TH
DIVISION 03 - CONCRETE
3.1 CAST IN PLACE CONCRETE
9.3
9.4
1" GWB SHAFT LINER
20 GA MTL STUD @ 16" O/C
ABV ABOVE FEC FIRE EXTINGUISHER CABINET UNF / UNFIN UNFINISHED W/O WITHOUT 3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK
SHEET NO. SEQUENCE 3.3 VAPOR BARRIER
ACCS ACCESSORIES FEC (R) FIRE EXTINGUISHER CABINET, PART PARTIAL UON UNLESS OTHERWISE NOTED WC WATER CLOSET SHEET TYPE 9.6 METAL STUD TRACK
3.4 GRANULAR FILL 9.7 COLD FORMED FURRING CHANNEL
ACSDR ACCESS DOOR RECESSED PAT PATTERN UPS UNINTERRUPTIBLE POWER SUPPLY WCV WALLCOVERING DISCIPLINE 3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN 9.8 SHAFT WALL STUD MIN 20 GA @ 24" O/C
ACSFLR ACCESS FLOOR FEC (SR) FIRE EXTINGUISHER CABINET, PBD PARTICLE BOARD UR URINAL WD WOOD CONC. TOPPING. 9.9 FRAMING ANGLE, MIN 20 GA GALV
ACST / ACOUS ACOUSTICAL SEMI-RECESSED PC / PCC PRECAST CONCRETE WF WIDE FLANGE 9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
ACT ACOUSTICAL CEILING TILE FEW FIRE EXTINGUISHER, WALL MOUNTED PED PEDESTAL V VOLT WG WIRE GLASS
DIVISION 05 - METALS 9.11 SHAFT J RUNNER
FF FINISHED FLOOR
SHEET NUMBER NORTH ARROW 5.1 STEEL BEAM 9.12 CERAMIC TILE
AD AREA DRAIN PER PERIMETER VAC VACUUM WH WALL HOSE / HYDRANT 5.2 STEEL COLUMN
FGL FIBERGLASS 9.13 REINFORCED MORTAR SETTING BED
ADA AMERICANS WITH DISABILITIES ACT PERF PERFORATED VB VAPOR BARRIER WI WROUGHT IRON 5.3 METAL DECK 9.14 SCHEDULED FLOORING
ADDL ADDITIONAL FIN FINISH(ED) PERP PERPENDICULAR VCT VINYL COMPOSITION TILE WIN WINDOW 5.4 STEEL ANGLE 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
FIXT FIXTURE
ADDM ADDENDUM
FL FLOOR
PF PRE-FINISHED VENT VENTILATE WK WORK 0
1 0
1 5.5
5.6
STEEL PLATE
TUBULAR STEEL
9.16
9.17
SCHEDULED WALL BASE
PAINT
ADJ ADJUSTABLE / ADJACENT PIP POURED-IN-PLACE VERT VERTICAL WNSCT WAINSCOT 5.7 STEEL BENT PLATE
FLASH FLASH(ING) 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
ADMIN ADMINISTRATION PL PROPERTY LINE VEST VESTIBULE WP WATERPROOF(ING) 5.8 STAINLESS STEEL FRAME 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
AFC ABOVE FINISHED COUNTER FLUOR FLUORESCENT PL PLATE VIF VERIFY IN FIELD WPT WORK POINT 5.9 OPEN WEB STEEL JOIST
AFF ABOVE FINISHED FLOOR FOC FACE OF CONCRETE PLAM PLASTIC LAMINATE VNR VENEER WR WATER RESISTANT
A
0 A
0 5.10 S.S. BOLLARD (6" SQ)
9.20
9.21
3/4" RECLAIMED WOOD FLOORING
SOUND ATTENUATION BLANKET
FOF FACE OF FINISH 5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
AFG ABOVE FINISHED GRADE PLAS PLASTER VOL VOLUME WRR WOOD RISER 5.12 CANE DETECTION RAIL
FOM FACE OF MASONRY 9.23 SUSPENDED ACOUSTICAL CEILING
AFS ABOVE FINISHED SLAB PLYWD PLYWOOD VST VINYL STAIR TREADS WSD WINDOW SHADING DEVICE 5.13 GUARDRAIL 9.24 STONE TILE
AGGR AGGREGATE FOS FACE OF STUDS PMF PRESSED METAL FRAMES VSTR VINTYL STAIR TREADS & RISERS WT WEIGHT 5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
AHR ANCHOR FOW FACE OF WALL POP POINT OF PRESENCE VT VINYL TILE 5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER
FP FIREPROOF 5.16 STEEL CHANNEL
AHU AIR HANDLING UNIT PR PAIR VTR VENT THRU ROOF YD YARD GRID BUBBLES EXISTING GRID BUBBLES 5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE
9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP
FPL FIREPLACE 9.28 OPEN OFFICE CARPET TILE, BACKING &
AL / ALUM ALUMINUM PRCST PRE-CAST SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS RESILIENT BASE(BID OPTION #6)
ALNMT ALIGNMENT FR FRAME PREFAB PREFABRICATED 5.18 ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
ALT
ANOD
ALTERNATE
ANODIZED
FRC
FRGP
FIBER REINFORCED CONCRETE
FIBER REINFORCED GYPSUM PLASTER
PROP
PRT
PROPERTY
PORCELAIN TILE
MATERIALS LEGEND PLAN OR DETAIL PLAN OR DETAIL
5.19
5.20
DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B)
DECORATIVE METAL MESH VINESCREEN
DIVISION 10 - SPECIALTIES
10.1 TOILET PARTITION
FRT FIRE RETARDANT TREATED CALLOUT TITLE 5.21 STAINLESS STEEL BOLTS AND CAPS 10.2 (NOT USED)
AP ACCESS PANEL PSF POUNDS PER SQUARE FOOT 10.3 METAL LOCKER
FS FLOOR SINK
APC ACOUSTICAL PANEL CEILING
FTG FOOTING
PSI POUNDS PER SQUARE INCH 1 View Name DIVISION 06 - WOOD, PLASTIC & COMPOSITES
6.1 WOOD BLOCK/NAILER, PRESSURE TREATED
10.4 FIRE EXTINGUISHER CABINET
APPROX APPROXIMATELY PT POINT WALL/PARTITION METAL RIGID INSULATION 10.5 DOOR STOP
APPVD APPROVED FURR FURRING PTD PAPER TOWEL DISPENSER STUD FRAMED A101 REF: R101 SCALE: 1/8" = 1'-0" 6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF CURTAIN
FUT FUTURE 6.3 5/8" GLASS MAT FACED GYP SHEATHING WALL (BID OPTION #4)
ARCH ARCHITECT(URAL) PTD/WR PAPER TOWEL DISPENSER &WASTE 6.4 PLASTIC LAMINATE
SHEET REFERENCE LOCATION 10.7 VINE SCREEN SYSTEM
ASPH ASPHALT RECEPTACLE 6.5 SOLID-SURFACING MATERIAL COUNTERTOP
NUMBER 10.8 EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)
ASTM AMERICAN SOCIETY FOR TESTING GA GAUGE PTDF PRESSURE TREATED DOUGLAS FIR 6.6 (NOT USED) 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
GALV GALVANIZE(D) BATT INSULATION PLAST,GWB,STUCCO,SETTING BEDS PLAN OR DETAIL TITLE 6.7 SS SHIM AS REQUIRED
MATERIALS PTN PARTITION 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
AUTO AUTOMATIC GB GRAB BAR PTR PAPER TOWEL RECEPTACLE 10.11 EXTERIOR CANOPY
DIVISION 07 - THERMAL & MOISTURE PROTECTION
AVG AVERAGE GC GENERAL CONTRACTOR PVC POLYVINYL CHLORIDE 7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING DIVISION 11 - EQUIPMENT
GL GLASS / GLAZING 7.2 PVC ROOFING 11.1 MOTORIZED PROJECTION SCREEN
GND GROUND CONCRETE STEEL/METAL SCALE: 1/16" = 1'-0" 7.3 MEMBRANE EDGE FASTENER @ 12" O/C
BD BOARD Q QUARTZ 11.2 PROJECTOR
GR GRADE 7.4 1/4" PROTECTION BOARD
BET BETWEEN QT QUARRY TILE
GRV GRAVEL
0' 8' 16' 32' 64' 7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) DIVISION 12 - FURNISHINGS
BG BUMPER GUARD QTY QUANTITY 7.6 BATT INSULATION R=19
GRAPHIC SCALE 12.1 MOTORIZED WINDOW SHADE
BIPV BUILDING INTEGRATED GT GLASS TILE 7.7 PVC MEMBRANE FLASHING 12.2 SYSTEM FURNITURE, NIC
PHOTO-VOLTAICS GYP GYPSUM R RISER EARTH ROCK FILL 7.8 EXTRUDED ALUM TRIM 12.3 ENTRANCE FLOOR MAT & FRAME
BITUM BITUMINOUS GYP BD GYPSUM BOARD RAD RADIUS 7.9 ALUM FLASHING 12.4 RADIOMETER
7.10 FORMED SHEET SS COPING
BL BLACK RB RUBBER BASE
EXTERIOR SHEET ON INTERIOR SHEET ON 7.11 BELOW GRADE DAMP/WATERPROOFING
BLDG BUILDING HB HOSE BIB RCP REFLECTED CEILING PLAN 7.12 SEALANT WITH BACKER ROD
ELEVATION 1 WHICH ELEVATION WHICH DIVISION 13 - EQUIPMENT
BLK BLOCK HC HOLLOW CORE RD ROOF DRAIN CALLOUT ELEVATION CALLOUT ELEVATION 7.13 20 GA GALVANIZED SPLASH PAN 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS CANOPY
A
BLKG BLOCKING HCP HANDICAPPED REF REFERENCE IS DRAWN IS DRAWN 7.14 DOWN SPOUT (BID OPTION #1)
A301 7.15 WATERPROOFING MEMBRANE
BM BEAM HD HEAVY DUTY REFR REFRIGERATOR B A601 D
BMS
BOS
BALANCE MAGNETIC SWITCH
BOTTOM OF STEEL
HD
HDR
HARD
HEADER
REG
REINF
REGISTER
REINFORCE(D)
GENERAL NOTES C
7.16
7.17
7.18
INSULATED METAL PANEL CLADDING
PVC ROOF SEISMIC JOINT COVER
EXTERIOR WALL SEISMIC JOINT COVER
DIVISION 14 - EQUIPMENT
14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB

BOT BOTTOM HDWR HARDWARE REQ REQUIRED 1. DOOR LOCATIONS NOT DIMENSIONED ARE: 7.19 INTERIOR WALL SEISMIC JOINT COVER DIVISION 21 - FIRE PROTECTION
BS BOTH SIDES HI HIGH ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE 7.20 CEILING SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
RESIL RESILIENT A. JAMB FACE 6" FROM FACE OF STUD
7.21 FIRESTOPPING
HM HOLLOW METAL B. CENTER THE DOOR ON CENTER LINE OF ROOM OR CORRIDOR 21.2 FIRE SPRINKLER PIPING
RESS RESILIENT SHEET 7.22 SAND COATED ROOF WALKWAY
C. 24" MIN. EXTERIOR AND 18" MIN INTERIOR CLEAR BEYOND STRIKE EDGE OF A GATE OR DOOR ON
CAB CABINET HMI HOLLOW METAL INSULATED REST RESILIENT TILE 7.23 METAL SPANDREL PANEL (INSULATED) DIVISION 22 - PLUMBING
THE SIDE TOWARDS WHICH IT SWINGS BUILDING SECTION NUMBER BUILDING SECTION NUMBER
CAS CASEWORK HOR / HORIZ HORIZONTAL RET RETAINING 7.24 THERMOPLASTIC MEMBRANE PARAPET FLASHING REFER TO P601 FOR TOILET FIXTURE SCHEDULE
CB CATCH BASIN HP HIGH POINT SHEET ON WHICH SHEET ON WHICH 7.25 THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED 22.1 ROOF DRAIN
REV REVISE / REVISION 2. LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND SECTIONS ARE APPROXIMATE.
SECTION IS DRAWN SECTION IS DRAWN 7.26 EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX 22.2 NOT USED
CEM CEMENT HR HANDRAIL RFG ROOFING THEY ARE AT THE BUILDING FACE, OR ON THE SECTION END EXCEPT AS NOTED, VERIFY. FOR SPECIFIC
7.27 FLOOR SEISMIC JOINT COVER
INFORMATION SEE GRADING PLAN. 22.3 VENT THROUGH ROOF
CER CERAMIC HR HOUR RFL REFLECTED 7.28 S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA)
SIM SIM 22.4 ELECTRIC WATER COOLER
CF CUBIC FOOT HT HEIGHT RH RIGHT HAND 3. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF CONCRETE 1 1 7.29 METAL PANEL SOFFIT 22.5 KITCHEN SINK
CG CORNER GUARD HVAC HEATING / VENTILATION / AIR 7.30 1" RIGID INSULATION BOARD
RM ROOM OR CMU AND FACE OF GYPSUM BOARD FINISH. A101 A101 22.6 SERVICE SINK
CONDITIONING 7.31 WATERPROOF TRAFFIC COATING 22.7 FLOOR DRAIN
CH CEILING HEIGHT RO ROUGH OPENING 7.32 COMPRESSION SEAL 22.8 FILTERED WATER SYSTEM FAUCET
CHAM CHAMFER HW HARDWARE RS RUBBER SHEET FLOORING
4. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE COMPLETELY PROVIDED AS IF
DRAWN IN FULL. BUILDING SECTION REFERENCE WALL SECTION REFERENCE 7.33 SILICONE SEALANT 22.9 DUAL FLUSH TOILET
CHBD CHALKBOARD HYD HYDRANT RST RUBBER STAIR TREADS 7.34 NEOPRENE SPACER (BLACK). 22.10 HIGH EFFICIENCY TOILET
CI CAST IRON RSTR RUBBER STAIR TREADS & RISERS 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR BY OTHERS. 7.35 OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR) 22.11 LOW CONSUMPTION URINAL
ID INSIDE DIAMETER 7.36 1/2" FOIL-BACKED RIGID INSULATION
CI CONTRACTOR INSTALLED RT RUBBER TILE 22.12 COUNTERTOP SINK
DETAIL SECTION NUMBER DETAIL SECTION NUMBER 7.37 VAPOR BARRIER 22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC
CIP CAST IN PLACE IN INCH / INCHES RWD REDWOOD
6. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE
ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE HANDSOAP DISPENSER, TYP.
CJ CONTROL JOINT INCL INCLUDE(D) / INCLUDING RWL RAIN WATER LEADER SHEET ON WHICH SHEET ON WHICH DIVISION 08 - OPENINGS
ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL 22.14 HAND SHOWER SET WITH SLIDE BAR
CL CENTER LINE INSUL INSULATE / INSULATION WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE SECTION IS DRAWN SECTION IS DRAWN 8.1 DOOR & FRAME 22.15 URINAL ELECTRONIC FLUSH VALVE
CLG CEILING INT INTERIOR 8.2 MOTORIZED OPERABLE WINDOW
S SOUTH ENGINEERING DRAWINGS, IT SHOULD BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR
8.3 MANUAL OPERABLE WINDOW
CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE SIM SIM DIVISION 23 - HVAC
CLO CLOSET SC SOLID CORE 1 1 8.4 AUTOMATIC DOOR BOTTOM
JAN JANITOR ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO 23.1 BOILER FLUE
CLR CLEAR SCD SEAT COVER DISPENSER A101 8.5 THRESHOLD 23.2 DUCT
ADDITIONAL COST TO THE GOVERNMENT. A101
CMU CONCRETE MASONRY UNIT JT JOINT SCHED SCHEDULE 8.6 GLAZED ALUM CURTAIN WALL SYSTEM 23.3 PERIMETER HYDRONIC HEATER
CO CLEAN/CLEAR OUT 8.7 1" INSULATED GLAZING 23.4 FIRE DAMPER
SCN SCREEN 7. SPECIFICATIONS, WHICH ARE BOUND SEPARATELY, ARE PART OF THESE CONTRACT DOCUMENTS.
KIT KITCHEN DETAIL SECTION REFERENCE DETAIL CALLOUT REFERENCE 8.8 FRITTED GLAZING 23.5 RADIANT CEILING PANEL
COL COLUMN SCR SCREEN 8.9 SPANDREL GLAZING
8. DO NOT SCALE DRAWINGS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES, 23.6 MECHANICAL SHAFT OPENING
CONC CONCRETE SD SOAP DISPENSER / STORM DRAIN 8.10 VISION GLASS (SAFETY WHERE REQUIRED) 23.7 RADIANT FLOOR SLAB SYSTEM
CONDITIONS AT SITE PRIOR TO COMMENCING THE WORK, AND REPORT ANY DISCREPANCIES TO TO THE
CONST CONSTRUCTION LAB LABORATORY SDC SEALED CONCRETE 8.11 (NOT USED) 23.8 MECHANICAL PIPING
CONTRACTING OFFICER IN WRITING. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON
CONT CONTINUOUS LAM LAMINATE(D) SECT SECTION DRAWINGS. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER WHERE DISCREPANCIES OCCUR Room Name Room Name Room Name Room Name 8.12 AUTOMATIC ENTRANCE DOOR 23.9 ROOF MOUNTED MECH EQUIPMENT
LAV LAVATORY 8.13 SKYLIGHT
CORR CORRIDOR SF SQUARE FEET BETWEEN DRAWINGS, GENERAL NOTES AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE 0-0000 0-0000 0-0000
8.14 WEATHERSTRIPPING DIVISION 26 - ELECTRICAL
CPR COPPER LB(S) POUND(S) SHT SHEET
FOR THE ACCURATE PLACEMENT OF THE BUILDING ON THE SITE. NET SF NET SF 8.15 MTL SECURITY GATE 26.1 LIGHT FIXTURE
CPT CARPET(ED)(ING) LF LINEAR FOOT (FEET) SHTG SHEATHING
OCC = # 8.16 DOOR PULL 26.2 CARD READER
9. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE STANDARDS. IF ROOM NAME W/ ROOM NUMBER W/AREA W/ OCCUPANT LOAD
CT CERAMIC TILE LH LEFT HAND SHWR SHOWER THE CONTRACTOR HAS ANY QUESTIONS REGARDING SAME, OR OTHER EXACT MEANING, THE CONTRACTING 8.17 AUTOMATIC DOOR OPERATOR 26.3 PHOTOVOLTAIC INVERTER
LIB LIBRARY 8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS
CTR COUNTER SIM SIMILAR OFFICER SHALL BE NOTIFIED FOR CLARIFICATION. 26.4 POWER - DUPLEX
LKR LOCKER 26.5 POWER - QUAD
SND SANITARY NAPKIN DISPENSER D101A A22 S22 26.6 POWER/DATA OUTLET COMBINATION
LNS LINOLEUM SHEET 10. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A MEANS OF EGRESS DURING
DBL DOUBLE SNR SANITARY NAPKIN RECEPTACLE CONSTRUCTION. 26.7 SWITCH
DEFS DIRECT APPLIED EXTERIOR FINISH LNT LINOLEUM TILE SOG SLAB ON GRADE DOOR TAG CURTAIN WALL TAG SHADE LOUVER TAG 26.8 FUTURE CCTV CAMERA
SYSTEM LP LOW POINT SPEC SPECIFY / SPECIFICATION 11. GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMBING, DRAINAGE, ELECTRICAL, TELEPHONE
DEG DEGREE LT LIGHT SPK SPEAKER
WORK AND EXISTING UTILITIES TO PROVIDE A COMPLETE OPERATING SYSTEM. DIVISION 28 - FIRE PROTECTION
DEMO DEMOLISH LVR LOUVER 28.1 FIRE ALARM MANUAL PULL STATION
SQ SQUARE 12. CONTRACTOR SHALL VERIFY ALL CONCRETE AND MASONRY OPENINGS IN THE FIELD PRIOR TO
DEP DEPRESSION LWT LIGHT WEIGHT SQFT SQUARE FEET FABRICATION OF DOORS, WINDOWS, LOUVERS AND FRAMES. XX MFT-1 XX DIVISION 32 - EXTERIOR IMPROVEMENTS
DET DETAIL SQIN SQUARE INCH(ES) 32.1 CONCRETE PAVING
DF DRINKING FOUNTAIN MACH MACHINE SS STAINLESS STEEL 13. CONTRACTOR SHALL VERIFY SIZES AND LOCATION OF MECHANICAL EQUIPMENT PADS AND BASES AS
DIA DIAMETER MAINT MAINTENANCE WELL AS POWER AND WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE WALL TAG MATERIAL TAG WINDOW SHADE TAG
ST STONE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL
DIAG DIAGONAL MATL MATERIAL STA STATION BE MADE WITHOUT ADDITIONAL CHARGE TO THE GOVERNMENT. PROJECT STATUS
DIM DIMENSION MAX MAXIMUM STC STAINED CONCRETE EL: +10'-0"
DISP DISPENSER MC MEDICINE CABINET STD STANDARD 14. CONTRACTOR SHALL REVIEW THE LOCATION OF ALL FIRE LIFE SAFETY DEVICES WITH THE FIRE LEVEL NAME
22.22
DIV
DN
DIVISION
DOWN
ME
MECH
MECHANICAL EQUIPMENT
MECHANICAL
STDS STUDS
INSPECTOR AND THE CONTRACTING OFFICER FOR ON SITE APPROVAL PRIOR TO INSTALLATION. EL 0'-0"
BID SET 04/30/09
STIFF STIFFENER 15. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH.
DR DOOR MEZZ MEZZANINE STL STEEL
KEYNOTE TAG SPOT ELEVATION LEVEL HEADS ISSUE

DS DOWNSPOUT MFR MANUFACTURE(R) STN STAINED 16. INSTALL ALL METAL CORNER BEADS TO ALL EXPOSED WALL BOARD EDGES. INSTALL CASING BEAD
DWG DRAWING MH MANHOLE STOR STORAGE
WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS
MIN MINIMUM REQUIRED.
1 / A101 CL 1
STRUCT STRUCTURE / STRUCTURAL
E EAST MIR MIRROR SUSP SUSPENDED 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BLOCKING, HANGERS, BACK-UP
EA EACH MISC MISCELLANEOUS SW SWITCH PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET
EF EACH FREE MLD / MLDG MOULDING ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL, MATCHLINE CENTERLINE REVISION CALLOUT
SYM SYMMETRICAL
EIFS EXTERIOR INSULATION AND FINISH MO MASONRY OPENING ELECTRICAL, OR MISCELLANEOUS EQUIPMENT AND FURNISHINGS. REFERENCE TAG AND CLOUD
SYN SYNTHETIC
SYSTEM MR MOISTURE RESISTANT SYS SYSTEM 18. VERIFY SIZE OF ALL MECHANICAL OPENINGS THROUGH THE ROOF WITH MECHANICAL EQUIPMENT
EJ EXPANSION JOINT MTD MOUNTED MANUFACTURER.
EL ELEVATION MTL METAL
ELEC
ELEV
ELECTRICAL
ELEVATOR
MUL MULLION
T&B
T&G
TOP AND BOTTOM
TONGUE AND GROOVE
19. FOR MECHANICAL OPENING SIZES AND LOCATIONS IN WALLS, CHECK WITH MECHANICAL DRAWINGS. AN
ACOUSTICAL SEAL SHALL BE PROVIDED BETWEEN ALL DUCTS, PIPING, AND PARTITIONS.
FIRE EXTINGUISHER LEGEND MARK DATE DESCRIPTION INITIAL

TB TOWEL BAR DRAWN DATE

EMER EMERGENCY N NORTH G JOHNSON
TBD TO BE DETERMINED 20. GYPSUM BOARD SHALL EXTEND 6" ABOVE CEILING AT ALL COLUMN ENCLOSURES, NON-RATED
ENCL ENCLOSED / ENCLOSURE NA OR N/A NOT AVAILABLE / APPLICABLE PARTITIONS, AND EXTERIOR PERIMETER WALLS UNLESS OTHERWISE NOTED OR DETAILED.
TC TOP OF CURB DESIGNED DATE
ENG ENGINEER NFPA NATIONAL FIRE PROTECTION R PRADHAN Moffet Field, California
TEL TELEPHONE 21. EXTERIOR JOINTS AROUND WINDOW, DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN
EOD EDGE OF DECK ASSOCIATION FE(C)-1 TYPE 2-A (MULTIPURPOSE DRY CHEMICAL) CHECKED DATE
TEMP TEMPORARY / TEMPERATURE WALLS AND ROOF, BETWEEN WALL PANELS, AND AT PENETRATIONS OF UTILITIES THROUGH THE ENVELOPE, FE(C)-2 TYPE 3-A (MULTIPURPOSE DRY CHEMICAL) W JOFFRION
EOS EDGE OF SLAB NIC NOT IN CONTRACT
TER TERRAZZO SHALL BE SEALED, CAULKED WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 12:57:54 PM

EQ EQUAL(LY) NO / # NUMBER FE-3 TYPE 10-B (MULTIPURPOSE DRY CHEMICAL)

PROJMGR DATE
THK THICK J GRANT
EQPT EQUIPMENT NOM NOMINAL 22. ALL DOOR SIZES SHOWN ON DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR THRESHOLD, ETC. FE-4 TYPE 2-C (CARBON DIOXIDE)
THRU THROUGH REQUESTOR DATE
EST
EWC
ESTIMATE
ELECTRIC WATER COOLER
NTS NOT TO SCALE
TOC TOP OF CONCRETE
SHALL BE DEDUCTED. FRAMES SHALL BE REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS AND
HARDWARE.
R&QA
R SCHULER
DATE
ABBREVIATIONS, SYMBOLS &
TOS TOP OF SLAB (C) INDICATES FIRE EXTINGUISHERS WITH CABINETS
EXIST
EXP
EXISTING
EXPANSION
OA
OBS
OVERALL
OBSCURE
TOW TOP OF WALL 23. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A AND FLOORS SHALL BE CLASS II MINIMUM
PER NASA STD 8719.11.
(FOR EXTINGUISHERS NOT INSTALLED IN CABINETS A
MOUNTING BRACKET IS REQUIRED). NOTE: ALL FE SAFETY DATE
GENERAL NOTES
TPD TOILET PAPER DISPENSER
EXT EXTERIOR OC ON CENTER CABINETS ARE FULLY-RECESSED UNLESS OTHERWISE REV
TPTN TOILET PARTITION SIZE CAGE CODE

FA FIRE ALARM
OD
OFCI
OUTSIDE DIAMETER
OWNER FURNISHED CONTRACTOR
INSTALLED
TV
TYP
TELEVISION
TYPICAL
24. SEE STRUCTURAL FOR EXTERIOR COLD-FORMED STEEL FRAMING NOTES, SCHEDULE, CONNECTIONS
AND ANCHORING DETAILS
NOTED. SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A001
FAST FASTEN(ER) 25. FIRESTOPPING MUST BE PROVIDED AT ALL FIRE-RATED WALLS PER CODE. SCALE INDEX SHEET OF
 25
CENTER OF CIRCLE

TRUE NORTH/SOUTH LINE

R3
7 4'
-9
3/4
38° "
1°
31°
TRASH & RECYCLING
ENCLOSURE, SEE CIVIL
18°

25
3/4"
1' - 9
BUS
H

R 29
CIRC
30' SETBACK L E

CLE 53'
-0"
R
CI

BUSHNELL RD
E

SH
T RE
12" 5.34

BU 2

B
SEE CIVIL FOR 10
ACCESSIBLE
PARKING DETAILS
EAST H
COURTYARD T RE
E
16" 0
VAN 25.8

PROPERTY LINE E
30' SETBACK L 30' SETBACK

1
E
VENU

E
T RE
-0"

14" 2
LD A

25.9
53'

E.3 20
ARNO

NORTH WING SOUTH E

T RE

WING 18"
26.3
7

GATE

E
T RE
14" 0
26.3
E
P IN
60" 6.73
2

E
T RE
30" 2
27.0
E
T RE

WEST T RE
E
30" 6.78
2

40" 7.23

COURTYARD 2

15"
T RE
26.5
E
0

11

D
OUN
YGR
PL A T RE
E
18"
7. 2 2
2

E
T RE
24" 1
27.5

PROJECT STATUS
AD
E
T RE

RO
14" 5
27.4

ARK
30' SETBACK
CL BID SET 04/30/09
E
T RE ISSUE
26" 9
E 27.8
T RE
12" 8.49
2

E
T RE
24" 3
27.9

E
T RE
16" 6
2 7. 7

NEW FENCE LINE

MARK DATE DESCRIPTION INITIAL
E
T RE
20" 3
28.2
DRAWN DATE

E TRUE
BLDG G JOHNSON
T RE
18" TRUE
DESIGNED DATE
0 NORTH
28.3 NORTH
R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 12:58:21 PM

PROJMGR DATE
J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
ARCHITECTURAL SITE PLAN &
SAFETY DATE
COLUMN GRID PLAN
SIZE CAGE CODE REV

SCALE: 1" = 30'-0"

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A100
0' 15' 30' 60' 120' SCALE INDEX SHEET OF
 NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND
KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.
SIM SIM
14 SIM 14
14 x.x ITEM CODE DIVISION 09 - FINISHES
A761 A761 9.1 1/2" GWB TYPE X
A761
9.2 5/8" GWB TYPE X
DIVISION 03 - CONCRETE 9.3 1" GWB SHAFT LINER
3.1 CAST IN PLACE CONCRETE 9.4 20 GA MTL STUD @ 16" O/C
3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK
3.3 VAPOR BARRIER 9.6 METAL STUD TRACK
3.4 GRANULAR FILL 9.7 COLD FORMED FURRING CHANNEL
9.5 3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN
9.5 9.8 SHAFT WALL STUD MIN 20 GA @ 24" O/C
CONC. TOPPING. 9.9 FRAMING ANGLE, MIN 20 GA GALV
9.21 UNDERSIDE OF 9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
UNDERSIDE OF DECKING UNDERSIDE OF DECKING DECKING DIVISION 05 - METALS 9.11 SHAFT J RUNNER
5.1 STEEL BEAM 9.12 CERAMIC TILE
SECTION AT CEILING 5.2 STEEL COLUMN 9.13 REINFORCED MORTAR SETTING BED
SECTION AT CEILING SECTION AT CEILING
9.1 3 LAYERS EA SIDE 5.3 METAL DECK 9.14 SCHEDULED FLOORING
2-1/2" 9.21 9.21 5.4 STEEL ANGLE
9.6 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
CONT 5.5 STEEL PLATE 9.16 SCHEDULED WALL BASE
5.6 TUBULAR STEEL 9.17 PAINT
5.7 STEEL BENT PLATE 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
5.8 STAINLESS STEEL FRAME 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
CEILING WHERE OCCURS, CEILING WHERE OCCURS, CEILING WHERE OCCURS, 5.9 OPEN WEB STEEL JOIST 9.20 3/4" RECLAIMED WOOD FLOORING
SEE RCP SEE RCP SEE RCP 5.10 S.S. BOLLARD (6" SQ) 9.21 SOUND ATTENUATION BLANKET
(2) #10 SMS, TYP
5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
9.12 SEE INTERIOR 9.12 SEE INTERIOR
5.12 CANE DETECTION RAIL 9.23 SUSPENDED ACOUSTICAL CEILING
ELEVATIONS FOR ELEVATIONS FOR
5.13 GUARDRAIL 9.24 STONE TILE
EXTENT & HEIGHT EXTENT & HEIGHT
5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
OF TILE FINISH, TYP OF TILE FINISH, TYP
5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER
5.16 STEEL CHANNEL 9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP
9.4 9.4 9.1 3 LAYERS EA SIDE 5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE 9.28 OPEN OFFICE CARPET TILE, BACKING &
PLAN 9.6 SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS RESILIENT BASE(BID OPTION #6)
5.18 ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
PLAN
5.19 DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B) DIVISION 10 - SPECIALTIES
9.4 5.20 DECORATIVE METAL MESH VINESCREEN 10.1 TOILET PARTITION
9.12
5.21 STAINLESS STEEL BOLTS AND CAPS 10.2 (NOT USED)
9.12 9.12 10.3 METAL LOCKER
9.19 PLAN 9.10 1/2" DIVISION 06 - WOOD, PLASTIC & COMPOSITES 10.4 FIRE EXTINGUISHER CABINET
9.19 9.19 6.1 WOOD BLOCK/NAILER, PRESSURE TREATED 10.5 DOOR STOP
9.9 6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF
6.3 5/8" GLASS MAT FACED GYP SHEATHING CURTAIN WALL (BID OPTION #4)
9.21 9.21 6.4 PLASTIC LAMINATE 10.7 VINE SCREEN SYSTEM
FACE OF WALL OR 6.5 SOLID-SURFACING MATERIAL COUNTERTOP 10.8 EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)
FACE OF STUD, 9.21
6.6 (NOT USED) 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
WHERE OCCURS 6.7 SS SHIM AS REQUIRED 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
9.19 9.19 10.11 EXTERIOR CANOPY
DIVISION 07 - THERMAL & MOISTURE PROTECTION
9.16 9.16 9.12
7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING DIVISION 11 - EQUIPMENT
SEE INTERIOR
9.12 9.12 SEE INTERIOR 7.2 PVC ROOFING 11.1 MOTORIZED PROJECTION SCREEN
ELEVATIONS FOR
ELEVATIONS FOR 7.3 MEMBRANE EDGE FASTENER @ 12" O/C 11.2 PROJECTOR
EXTENT & HEIGHT 9.1 3 LAYERS EA SIDE
10.10 EXTENT & HEIGHT 7.4 1/4" PROTECTION BOARD
OF TILE FINISH, TYP
OF TILE FINISH, TYP 7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) DIVISION 12 - FURNISHINGS
SECTION AT FLOOR 7.6 BATT INSULATION R=19
7.12 SECTION AT FLOOR SECTION AT FLOOR 9.21 12.1 MOTORIZED WINDOW SHADE
7.7 PVC MEMBRANE FLASHING 12.2 SYSTEM FURNITURE, NIC
9.6 9.6 9.16 7.8 EXTRUDED ALUM TRIM 12.3 ENTRANCE FLOOR MAT & FRAME
SEE EDGE OF SLAB 9.16 7.9 ALUM FLASHING
SEE EDGE OF SLAB PLAN FOR BOTTOM 12.4 RADIOMETER
PLAN FOR BOTTOM 7.10 FORMED SHEET SS COPING
DETAIL CONDITIONS, 7.11 BELOW GRADE DAMP/WATERPROOFING
DETAIL CONDITIONS, 9.13 9.13 SEE EDGE OF SLAB
TYP 9.14 7.12 SEALANT WITH BACKER ROD
TYP PLAN FOR BOTTOM DIVISION 13 - EQUIPMENT
DETAIL CONDITIONS, TYP 7.13 20 GA GALVANIZED SPLASH PAN 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS
9.24 7.14 DOWN SPOUT
10"

3.1 7.15 9.24 7.15 CANOPY (BID OPTION #1)

3.1 9.6 7.15 WATERPROOFING MEMBRANE
7.16 INSULATED METAL PANEL CLADDING DIVISION 14 - EQUIPMENT
7.17 PVC ROOF SEISMIC JOINT COVER 14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB
7.18 EXTERIOR WALL SEISMIC JOINT COVER
7.19 INTERIOR WALL SEISMIC JOINT COVER DIVISION 21 - FIRE PROTECTION
7.12 7.20 CEILING SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
7.21 FIRESTOPPING 21.2 FIRE SPRINKLER PIPING
3.1 9.6 7.22 SAND COATED ROOF WALKWAY
RESTROOM/SHOWER FURRING WALL RESTROOM/SHOWER WALL 1-HR RATED SOUND WALL @ MECHANCIAL ROOM 7.23 METAL SPANDREL PANEL (INSULATED) DIVISION 22 - PLUMBING
7.24 THERMOPLASTIC MEMBRANE PARAPET FLASHING REFER TO P601 FOR TOILET FIXTURE SCHEDULE
2 UL DESIGN #U419 - 4" METAL STUD W/ 1/2" 7.25 THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED 22.1 ROOF DRAIN
WALL TYPE 1G & 3B BOTTOM 6 CERAMIC TILE ONE SIDE - 4" METAL STUD 4 CERAMIC TILE BOTH SIDES - 4" METAL STUD RESILIENT CHANNEL (STC 60) 7.26
7.27
EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX
FLOOR SEISMIC JOINT COVER
22.2 NOT USED
15 CONDITION 6A CERAMIC TILE ONE SIDE - 2-1/2" METAL STUD 4A CERAMIC TILE BOTH SIDES - 6" METAL STUD 7.28 S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA)
22.3
22.4
VENT THROUGH ROOF
ELECTRIC WATER COOLER
7.29 METAL PANEL SOFFIT 22.5 KITCHEN SINK
A101 REF: SCALE: 1 1/2" = 1'-0" 6B CERAMIC TILE ONE SIDE - 6" METAL STUD 7.30 1" RIGID INSULATION BOARD 22.6 SERVICE SINK
7.31 WATERPROOF TRAFFIC COATING 22.7 FLOOR DRAIN
SIM SIM SIM 7.32 COMPRESSION SEAL 22.8 FILTERED WATER SYSTEM FAUCET
14 10 14 7.33 SILICONE SEALANT 22.9 DUAL FLUSH TOILET
SEE EDGE OF SLAB
PLAN FOR BOTTOM SIM
SEE DETAIL FOR SIM A761 A761 A761 7.34 NEOPRENE SPACER (BLACK). 22.10 HIGH EFFICIENCY TOILET
DETAIL CONDITIONS, 14 ROOF CONDITION 7.35 OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR) 22.11 LOW CONSUMPTION URINAL
TYP A761 7.36 1/2" FOIL-BACKED RIGID INSULATION 22.12 COUNTERTOP SINK
7.37 VAPOR BARRIER 22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC
SECOND FLOOR
CONDITION & HANDSOAP DISPENSER, TYP.
UNDERSIDE OF DECKING 9.5 DIVISION 08 - OPENINGS 22.14 HAND SHOWER SET WITH SLIDE BAR
8.1 DOOR & FRAME 22.15 URINAL ELECTRONIC FLUSH VALVE
UNDERSIDE OF ROOF DECK 8.2 MOTORIZED OPERABLE WINDOW
CONDITION 9.5 9.21 UNDERSIDE OF 8.3 MANUAL OPERABLE WINDOW
9.6 9.2 DIVISION 23 - HVAC
UNDERSIDE OF DECKING DECKING 8.4 AUTOMATIC DOOR BOTTOM 23.1 BOILER FLUE
SECTION AT CEILING 8.5 THRESHOLD 23.2 DUCT
SECTION AT CEILING SECTION AT CEILING @ TYPE 1D & 1E, 8.6 GLAZED ALUM CURTAIN WALL SYSTEM 23.3 PERIMETER HYDRONIC HEATER
9.21 9.1
ON OPEN OFFICE 8.7 1" INSULATED GLAZING 23.4 FIRE DAMPER
9.21
9.3 SIDE TYP 8.8 FRITTED GLAZING 23.5 RADIANT CEILING PANEL
CONT 8.9 SPANDREL GLAZING
SECTION AT CEILING 9.6 23.6 MECHANICAL SHAFT OPENING
8.10 VISION GLASS (SAFETY WHERE REQUIRED) 23.7 RADIANT FLOOR SLAB SYSTEM
8.11 (NOT USED) 23.8 MECHANICAL PIPING
@ TYPE 7B & 7C 9.1 8.12 AUTOMATIC ENTRANCE DOOR
CEILING WHERE OCCURS, CEILING WHERE OCCURS, 23.9 ROOF MOUNTED MECH EQUIPMENT
CEILING WHERE OCCURS, SEE RCP 8.13 SKYLIGHT
SEE RCP SEE RCP 8.14 WEATHERSTRIPPING DIVISION 26 - ELECTRICAL
SEE INTERIOR (2) #10 SMS, TYP 8.15 MTL SECURITY GATE 26.1 LIGHT FIXTURE
9.12
CEILING WHERE ELEVATIONS FOR 9.4 BRACING EA. STUD 8.16 DOOR PULL 26.2 CARD READER
OCCURS, SEE EXTENT & HEIGHT 8.17 AUTOMATIC DOOR OPERATOR 26.3 PHOTOVOLTAIC INVERTER
RCP OF TILE FINISH, TYP 8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS 26.4 POWER - DUPLEX
9.2 EACH SIDE 26.5 POWER - QUAD
9.4 9.2 26.6 POWER/DATA OUTLET COMBINATION
@ TYPE 7B & 7C 9.1 4"-6" PER TYPE 9.6 9.1 @ TYPE 1D, 1E & NOTE: 26.7 SWITCH
9.3 9.2 1F, ON OPEN 26.8 FUTURE CCTV CAMERA
WHERE MULTIPLE LAYERS OF GWB ARE REQUIRED ON THE SAME SIDE OF A
PLAN OFFICE SIDE TYP PARTITION, THE CONTRACTOR MAY SUBSTITUTE ONE LAYER OF SOUND
9.4 BRACING EA. STUD
9.2 INSULATING TYPE OF GYPSUM BOARD FOR THE FIRST TWO LAYERS OF GWB. DIVISION 28 - FIRE PROTECTION
9.8 THE SOUND INSULATING TYPE GYPSUM BOARD SHALL BE INSTALLED IN 28.1 FIRE ALARM MANUAL PULL STATION
9.12 PLAN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR NOISE
PLAN @ TYPE 5C & 5D 9.1 RATED ASSEMBLIES. DIVISION 32 - EXTERIOR IMPROVEMENTS
9.21 9.4
A 32.1 CONCRETE PAVING
9.19 PLAN
9.4
9.9 9.21
EXTERIOR INTERIOR 9.21
PROJECT STATUS
(SHAFT SIDE)
FACE OF WALL

9.19 1'-6" MAX 9.21 PROPOSAL SET 07/23/09

9.21
ISSUE
9.21 SEE INTERIOR
SECTION AT FLOOR 9.12
ELEVATIONS FOR SECTION AT FLOOR 9.1 @ TYPE 1D & 1E,
9.3 EXTENT & HEIGHT 9.2 ON OPEN OFFICE
SECTION AT FLOOR OF TILE FINISH, TYP SIDE TYP
@ TYPE 7B & 7C 9.1
SECTION AT FLOOR 9.16 9.16
9.4
9.6
@ TYPE 5C & 5D 9.1
9.16 9.6
9.6 9.16
9.14 -SEE EDGE OF SLAB
PLAN FOR BOTTOM
9.14 FIRST FLOOR @ 9.14 9.13 DETAIL CONDITIONS.
ELEVATOR SHAFT 9.14 -SEE DETAIL 15/A101
3.1
& SECOND FLOOR FOR TYPE 1G CONDITION.
CONDITIONS 3.1 7.15 MARK DATE DESCRIPTION INITIAL
3.1
A 07/01/09 ADDED NOTE FB
@ TYPE 1A, 7.12 DRAWN DATE
SEE EDGE OF SLAB TYP G JOHNSON
PLAN FOR BOTTOM
DESIGNED DATE
DETAIL CONDITIONS, 7.12 1-HR RATED/NON RATED WALL
3.1 SEE EDGE OF SLAB 9.6 R PRADHAN Moffet Field, California
TYP
PLAN FOR BOTTOM -SEE EDGE OF SLAB 1 UL DESIGN #U419 - 4" METAL STUD CHECKED DATE
WHERE DETAIL CONDITIONS, 7.12 PLAN FOR BOTTOM W JOFFRION
1-HR RATED SHAFT WALL RESTROOM/SHOWER WALL 1A NON RATED - 4" METAL STUD
OCCURS 9.2 TYP FURRING WALL DETAIL CONDITIONS. PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
8/24/2009 1:06:57 PM

PER PLAN 7 UL DESIGN #U415 - 4" METAL STUD -SEE DETAIL 15/A101 FOR 1B UL DESIGN #U419 - 6" METAL STUD J GRANT
5 CERAMIC TILE ONE SIDE - 4" METAL STUD
3 4" METAL STUD TYPE 1G CONDITION. REQUESTOR DATE
7A UL DESIGN #U415 - 6" METAL STUD 1C NON RATED - 6" METAL STUD R SCHULER
5A
7B
UL DESIGN #U415 - 6" METAL STUD W/ 2 LAYERS
1/2" GWB ONE SIDE IN LIEU OF 5/8" GWB (STC 40) 5B
CERAMIC TILE ONE SIDE - 6" METAL STUD
3A 2-1/2" METAL STUD 1D NON RATED - 4" METAL STUD W/ 2 LAYERS 1/2"
GWB ONE SIDE IN LIEU OF 5/8" GWB (STC 45)
R&QA DATE
PARTITION TYPES & DETAILS
1-HR RATED - CERAMIC TILE ONE SIDE - 6" METAL STUD
UL DESIGN #U415 - 4" METAL STUD W/ 2 LAYERS 4" METAL STUD - INSTALLED OVER RAISED FLOOR 1E UL DESIGN #U419 - 6" METAL STUD W/ 2 LAYERS SAFETY DATE
7C 3B
1/2" GWB ONE SIDE IN LIEU OF 5/8" GWB (STC 40) 5C CERAMIC TILE ONE SIDE - 6" METAL STUD W/ 2 LAYERS 1/2" GWB ONE SIDE IN LIEU OF 5/8" GWB (STC 45)
SIZE CAGE CODE REV

7D UL DESIGN #U415 - 2-1/2" METAL STUD

5D
1/2" GWB ONE SIDE IN LIEU OF 5/8" GWB (STC 45)
1-HR RATED - CERAMIC TILE ONE SIDE - 6" METAL STUD W/
2 LAYERS 1/2" GWB ONE SIDE IN LIEU OF 5/8" GWB (STC 45)
1F

1G
UL DESIGN #U419 - 4" METAL STUD W/ 2 LAYERS
1/2" GWB ONE SIDE IN LIEU OF 5/8" GWB (STC 45)
NON RATED - 4" METAL STUD -
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A101 A
SCALE INDEX SHEET OF
INSTALLED OVER RAISED FLOOR
 SIM
TYP SIM
TYP
8
4
A712
1'-11" 7'-5 1/2"
A713 GENERAL NOTES - WINDOWS
19'-11 1/2"
GL-1 VISION
4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
GL-2 SPANDREL GLASS

8.2 MOTORIZED OPERABLE WINDOW, GL-1

GL-1 PROVIDE SINGLE CHAIN FOR WINDOWS UP TO 4'-0"
TYP
SIM GL-1 8.2 8.2 8.2 8.2 8.2 GL-1 WIDE & DUAL CHAINS FOR WINDOWS WIDER THAN 4'-0"
3
A713
8.3 MANUAL OPERABLE WINDOW, GL-1

GL-1 GL-1 GL-1 GL-1 SIM

TYP GL-1 GL-1 GL-1 GL-1

2'-6"
4
A713

GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1

2'-6"

TYP
SIM
6 NOTES:
A713
1. PROVIDE SAFETY GLAZING AT HAZARDOUS LOCATIONS PER
CBC SECTION 2406.3

2. VERIFY ALL CURTAIN WALL DIMENSIONS IN FIELD.

2'-6"

GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1

3. FOR ALUMINUM AND GLASS TYPES, SEE FINISH SCHEDULE.

Second Floor 4. FOR ALL CURTAIN WALL TYPES EXCEPT TYPE D, USE
14' - 6" PROFILE 3 (6"); FOR CURTAIN WALL TYPE D, USE
TYP
SIM
12 PROFILE 4 (7 1/2").
GL-1 A713
GL-1 GL-1 GL-1 GL-1 GL-1 10'-10" 5. CURTAIN WALL & WINDOW DETAIL CALLOUTS TYP FOR ALL
3'-6"

TYP
SIM TYP
SIM GL-1 GL-1 CURTAIN WALL TYPES, UON
10 11 EQ EQ EQ
SIM
TYP
9 A713 A713 SIM
TYP
SEE DOOR 4
A713
A712
SCHEDULE
SIM
TYP
6
2'-6"

GL-1 GL-1 GL-1 A712 GL-1 GL-1 GL-1 GL-1 GL-1

TYP
SIM GL-1 SIM

2'-6"
TYP 8.2
9 8 TYP
SIM
A713 A713 5
GL-1
A713
SIM
TYP TYP
SIM SIM
TYP
3'-0"

4 1 SIM
TYP SIM
TYP 9
7 6
A713 A713

2'-6"
GL-1 GL-1 GL-1 A712 GL-1 GL-1 GL-1 GL-1 SIM
TYP A713 A713
6
GL-1 GL-1
TYP
SIM A712

10'-0"
2 TYP
SIM
A712 2
2'-6"

GL-1 8.2 8.2 8.2 GL-1 8.2 GL-1 A712

2'-6"
GL-1 GL-1
TYP
SIM
1
TYP
SIM
1 A712
TYP
SIM A
SIM A102 8
3'-0"

TYP

2'-6"
GL-1 GL-1 GL-1 4 GL-1 GL-1 GL-1 GL-1 A712
A713
GL-1 GL-1
First Floor
0' - 0"
SIM
TYP
TYPE J SEE DOOR SCHEDULE SEE DOOR 1
SIM
TYP SCHEDULE FOR
1 (FLATTENED VIEW) FOR DOOR TYPE TYPE E1: 18'-9 1/2" A102 TYPE H - SECOND FLOOR
TYPE E2: 22'-11 1/2" DOOR TYPE ELECT OPERATOR
A713 TYP
SIM TYPE E3: 18'-4" 18'-9 1/2" COVER
TYP
SIM TYP
SIM
4
22525/32"

4 8 TYPE E4: 21'-4"

SIM
TYP TYP
SIM EQ
A712 A713 A712 TYPE E5: 19'-2" EQ 8
TYPE F1: 12'-7" TYPE E6: 22'-5" 4
TYPE F2: 10'-8 1/2"
256"

1281/2"

A713 A712
EQ EQ 2'-0" EQ EQ
EQ EQ 2'-0"

TYP
SIM TYP
SIM SIM
3 10 5

2'-6"
8.2 A713 A712 GL-1 8.2 A713
TYP
SIM
5
2'-6"

2'-6"

8.2 8.2 8.2 8.2 8.2 8.2

SIM
TYP A713
8 TYP
SIM
SIM
TYP 4
9 A713 SIM
TYP
A713 9

3'-0"
A713 TYP GL-1 TYP
SIM GL-1
GL-1 GL-1 SIM GL-1 A713
GL-1 GL-1 GL-1 4 10
TYP
SIM TYP
2'-6"

2'-6"

TYP
SIM TYP
SIM TYP
SIM SIM
4 SIM
TYP 4 A713 6 9 A713
15 6

11'-0"
A713 A713 A713 A713 A713
A713
10'-0"

10'-0"

GL-1 GL-1
SIM GL-1 SIM
TYP GL-1

2'-6"
TYP 11
3 TYP
SIM
2'-6"

2'-6"

TYP
SIM 8.3 8.3 8.3 3 8.3 8.3 SIM
TYP
A713 8.3 A712
5 A713 3
A713 A713
SIM SIM
TYP
SIM
TYP 1
8 1
GL-2 GL-2 SIM
TYP GL-1 A102 GL-1

3'-0"
GL-2 GL-2 A712 GL-2 GL-2 A713
2'-6"

SIM SIM
2'-6"

TYP SIM SIM TYP

SIM 13
SIM 14 14 14 14 15
13 A713
A713 A713 A713 A713 A713
A713

TYP
SIM SIM
TYP
SIM SEE DOOR SCHEDULE SCALE: 3/8" = 1'-0"
8 TYPE F - SECOND FLOOR 8 TYPE E - SECOND FLOOR TYPE D - FIRST FLOOR FOR DOOR TYPE
TYPE B1: 18'-9 1/2" 8
A712 A712 TYPE B2: 22'-11 1/2" 10'-10"
A712
SIM
TYP SIM
TYP TYPE B3: 18'-4" EQ EQ EQ 0' 1' 3' 7' 10'-8"
4 4 TYPE B4: 21'-4"
TYPE C1: 12'-7" A712 A712 TYPE B5: 19'-2" SIM
TYP TYP
SIM PROJECT STATUS
TYPE C2: 10'-8 1/2"
1281/2"

TYPE B6:
256"
22'-5" 8 4
EQ EQ 2'-0" SEE DOOR A713 A712
EQ EQ 2'-0" EQ EQ
SCHEDULE BID SET 05/26/09
04/30/09
ISSUE

TYP
SIM SIM
2'-6"

2'-6"

2'-6"
SIM
TYP GL-1 TYP
8.2 8.2 8.2 8.2 8.2 8.2 5 9 6 8.2 TYP
SIM
TYP
SIM TYP
SIM GL-1
8 8 A713 A713 5
A713
A713 A713 A713

TYP
SIM SIM
TYP
TYP
SIM 9 TYP
SIM GL-1 TYP
SIM 7
4 SIM
TYP 9 SEE DOOR SIM
TYP
6 GL-1 GL-1
3'-0"

3'-0"

3'-0"
A713 4 SIM
TYP A713 4
11'-0"

A713 GL-1 6 A713 SCHEDULE FOR SIM

TYP GL-1
A713 6 A713
GL-1 GL-1 A713 DOOR TYPE
A713 A712
GL-1 GL-1 GL-1
11'-0"

11'-0"
MARK DATE DESCRIPTION INITIAL
A 05/26/09 REMOVED LOWER OPERABLE WINDOWS AT CURTAIN WALL TYPES A AND H JG
SIM
TYP DRAWN DATE
TYP
SIM 3 SIM
TYP GL-1
3 SIM
TYP 2 J MASCARINAS
2'-6"

2'-6"

2'-6"
3 A713 GL-1
TYP
SIM 8.3 8.3 8.3 8.3 8.3 A712 DESIGNED DATE
5 A713 A713 8.3 SIM R PRADHAN
1 Moffet Field, California
A713 CHECKED DATE
A712 W JOFFRION
TYP
SIM PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
SIM
TYP SIM
TYP
5/20/2009 5:16:39 PM

TYP
SIM 1 SIM
TYP SIM
TYP SIM
TYP A J GRANT
GL-2 TYP
SIM
2 SIM GL-2
TYP GL-2 GL-2 1 GL-2 2 GL-2 13 1 2 1
15 A713
3'-0"

3'-0"

3'-0"
REQUESTOR DATE
A713 A713 A713 TYP
SIM A102
SIM SIM SIM SIM 15 A713 A712 A713 R SCHULER
13
SIM
TYP 14
A713
A713
A713
14 14
A713
14
A713 A713 GL-1 GL-1
R&QA DATE
CURTAIN WALL TYPES
A713 SAFETY DATE

SIZE CAGE CODE REV

TYPE C - FIRST FLOOR TYPE B - FIRST FLOOR TYPE A - FIRST FLOOR

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A103 A
SCALE INDEX SHEET OF
 TYPE C1: 8'-7 1/4"
TYPE C2: 10'-8 1/4"
GENERAL NOTES -
TYPE B1: 9'-9"
TYPE B2: 11'-10"
TYPE C3: 9'-10 1/2"
TYPE C4: NOT USED WINDOW SHADES
TYPE B3: 11'-0 1/4" TYPE C5: 8'-9 1/2"
TYPE A1: 18'-9 1/2" TYPE B4: 12'-7" TYPE C6: 10'-5" 12.1 MOTORIZED WINDOW SHADE
TYPE A2: 22'-11 1/2" TYPE B5: 9'-11 1/4" TYPE C7: 8'-4 1/2"
TYPE A3: 18'-4" TYPE B6: 11'-6 3/4" TYPE C8: 7'-4 1/2"
TYPE A4: 19'-2" TYPE B7: 9'-6 1/4" TYPE C9: 2'-8 1/2" WINDOW SHADE TYPE TAG
TYPE B8: 10'-8 1/2" WALL WHERE OCCURS, TYPE D1: 16'-4 1/8" XX
TYPE A5: 22'-5" 1321/4"

TYPE C10: 10'-5 1/2"

1181/2"
WALL WHERE OCCURS,
1985/8"

WALL WHERE OCCURS,

256"

SEE FLOOR PLAN SEE FLOOR PLAN SEE FLOOR PLAN

M MOTOR (HOUSED WITHIN ROLLER TUBE)

M
M M M

LEGEND
5'-3 1/2"

5'-3 1/2"

5'-3 1/2"

5'-3 1/2"
ELEVATION- EXTENT OF WINDOW SHADES

PLAN- LOCATION OF WINDOW SHADES

3'-0"

3'-0"

3'-0"

3'-0"
FUTURE TENANT IMPROVEMENT WALLS
SHOWN DASHED

TYPE A - FIRST FLOOR 12.1 TYPE B - FIRST FLOOR 12.1 TYPE C - FIRST FLOOR TYPE D - FIRST FLOOR 12.1
12.1

NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

2. SEE SHEET A105 FOR FINISH SCHEDULE FOR MATERIALS

AND COLORS.

TYPE G1: 8'-7 1/4" 3. SEE DETAIL 8/A802 FOR TYPICAL INSTALATION.
TYPE E1: 18'-9 1/2" TYPE F1: 9'-9"
TYPE E2: 22'-11 1/2" TYPE F2: 11'-10" TYPE G2: 10'-8 1/4"
TYPE E3: 18'-4" TYPE F3: 9'-6 1/4" TYPE G3: 8'-4 1/2"
TYPE E4: 21'-4" TYPE F4: 11'-0 1/4" TYPE G4: 9'-10 1/2"
TYPE E5: 19'-2" TYPE F5: 9'-11 1/4" TYPE G5: NOT USED
TYPE E6: 22'-5" TYPE F6: 11'-6 3/4" WALL WHERE OCCURS, TYPE G6: 8'-9 1/2"
TYPE E7: 19'-3 3/4" TYPE F7: 10'-8 1/2" SEE FLOOR PLAN TYPE G7: 10'-5"
TYPE E8: 256"
19'-4" TYPE F8: 12'-7" 1321/4" TYPE G8: 7'-4 1/2" 1181/2"

TYPE H1: 14'-6 1/2"

WALL WHERE OCCURS, 1985/8"

SEE FLOOR PLAN

M M M M
4'-9 1/2"

4'-9 1/2"

4'-9 1/2"

4'-9 1/2"
2'-6"

2'-6"

2'-6"

2'-6"
TYPE E - SECOND FLOOR 12.1 12.1 TYPE F - SECOND FLOOR 12.1 TYPE G - SECOND FLOOR TYPE H - SECOND FLOOR 12.1

TYPE N1 TYPE P1

TYPE K1: 7'-3 1/2"

TYPE L1: 7'-3 1/2"
TYPE J1: 4'-3"
58 /58"
7'-4 1/2"

M M M M
5'-3 1/2"
4'-9 1/2"

4'-9 1/2"

4'-9 1/2"
3'-0"
2'-6"

2'-6"

2'-6"
SECOND
FLOOR

12.1 TYPE J - SECOND FLOOR 12.1 TYPE L - SECOND FLOOR 12.1

TYPE K - FIRST FLOOR SCALE: 1/4" = 1'-0"

0' 2' 4' 8' 16'

PROJECT STATUS

M M M
BID SET 04/30/09
ISSUE

2'-5 3/4"
3'-0 1/4"

FIRST
FLOOR
MARK DATE DESCRIPTION INITIAL

DRAWN DATE
12.1 G JOHNSON
TYPE M1 TYPE K2 TYPE K3
OPP HAND DESIGNED DATE
R PRADHAN Moffet Field, California
CHECKED DATE
(FLATTENED VIEW) W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:01:38 PM

J GRANT
REQUESTOR DATE
R SCHULER
R&QA DATE
WINDOW SHADE TYPES
SAFETY DATE

SIZE CAGE CODE REV

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A104
SCALE INDEX SHEET OF
 ROOM FINISH SCHEDULE

RM # ROOM NAME FLOOR BASE NORTH

WALL FINISH
EAST SOUTH WEST FINISH
CEILING
HEIGHT REMARKS INTERIOR FINISH/COLOR LEGEND X-1

CARPET (CPT) - BID OPTION #6

First Floor CPT-1 MFR: INTERFACE STYLE: "REPURPOSE" WOOD FLOORING (WD)
101 NORTH LOBBY WD-1 B-1 P-1 P-1 P-1 A P-1 A GWB-1 11' - 0" 3 COLOR: PEBBLECLOTH WD-1 GOVERNMENT-FURNISHED RECLAIMED WOOD
102 OPEN OFFICE CPT-1 & 2 B-2 P-1 P-1 P-1 P-1 - 11' - 0" 1 LOCATION: OPEN OFFICE FINISH: SAND, APPLY 3 COATS CLEAR, SATIN
103 OPEN OFFICE CPT-1 & 2 B-2 P-1 P-1 P-1 P-1 - 11' - 0" 1 LOCATION: LOBBY AND HALLWAYS
CPT-2 MFR: INTERFACE STYLE: "OUTSIDE THE LINES" - BASELINE
104 SOLAR HOT WATER HEATER SEA-1 - P-1 P-1 P-1 P-1 - 11' - 0" 2 COLOR: STONE
105 MEN CTF-1 CTW-1 CTW-1 / P1 CTW-1 / P1 CTW-1 / P1 CTW-1 / P1 GWB-1 9' - 0" LOCATION: OPEN OFFICE (CENTRAL AISLE) WOOD VENEER (WV)
105A CLOSET VCT-1 B-2 P-1 P-1 P-1 P-1 GWB-1 8' - 0" WV-1 MFR: PLYBOO STYLE: FLAT GRAIN VENEER
106 WOMEN CTF-1 CTW-1 CTW-1 / P1 CTW-1 / P1 CTW-1 / P1 CTW-1 / P1 GWB-1 9' - 0" COLOR: AMBER
CERAMIC / GLASS TILE (CTF-FLOOR / CTW-WALL) LOCATION: LOBBY AND HALLWAY
107 ELECTRICAL SEA-1 - P-1 P-1 P-1 P-1 - 11' - 0" 2
CTF-1 MFR: ASN COLOR: BLACK DIAMOND FLAMED
108 COMM VCT-1 B-2 P-1 P-1 P-1 P-1 - 11' - 0" 2 SIZE: 12" X 24"
109 LUNCH ROOM SEA-1 B-1 P-1 A P-1 A P-1 P-1 A GWB-1 9' - 0" 3 THICKNESS: 1/2"
110 SOUTH LOBBY WD-1 B-1 P-1 P-1 P-1 A P-1 GWB-1 11' - 0" 3 STYLE: SLIP-RESISTANT A WINDOW SHADING DEVICES (WSD)
A LOCATION: RESTROOM & SHOWER WSD-1 MFR: MECHOSHADE STYLE: ECO-VEIL, 5% OPENING, TYP.
111 JAN/ RECEIVING VCT-2 B-2 P-1/WFP-1 P-1/WFP-1 P-1 P-1 GWB-1 11' - 0" 2
COLOR: WHITE, TYP.
112 OPEN OFFICE CPT-1 B-2 P-1 P-1 P-1 P-1 - 11' - 0" 1 CTF-2 MFR: STRATASTONE STYLE: STANDING/RAISED PEBBLE FLOOR TILE LOCATION: SEE WINDOW SHADE SCHEDULE
113 TEL/DATA VCT-1 B-2 P-1 P-1 P-1 P-1 - 11' - 0" 2 COLOR: DARK OCEAN PEBBLE or CONTRASTING TO
114 ELEC. SEA-1 - P-1 P-1 P-1 P-1 - 11' - 0" 2 SURROUNDING FINISHED WOOD FLOOR
115 ELEV M.R. SEA-1 - P-1 P-1 P-1 P-1 GWB-1 11' - 0" 2 PEBBLE HEIGHT: 3/8"MIN TO 5/8" MAX. LINORLEUM FLOORING
PEBBLE WIDTH: 1"MIN TO 2.5" MAX. VCT-1 MFR: FORBO STYLE: MARMOLEUM
116 MECHANICAL SEA-1 - P-1 P-1 P-1 P-1 GWB-1 11' - 0" 2
GROUT WIDTH AND COLOR: 1/8", GREY COLOR: 2629 EIGER
Second Floor LOCATION: GROUND FLOOR AT STAIR 1 SIZE: 12" X 12" MINIMUM
201 NORTH LOBBY WD-1 B-1 P-1 P-1 P-1 A P-1 A GWB-1 10' - 0" 3 LOCATION: COMM & DATA/TEL ROOMS.
202 OPEN OFFICE CPT-1 & 2 B-2 P-1 P-1 P-1 P-1 - 10' - 4" 1 CUT TO FIT ACCESS FLOOR TILES
CTW-1 MFR: DALTILE STYLE: MODERN DIMENSIONS WALL TILE
203 OPEN OFFICE CPT-1 & 2 B-2 P-1 P-1 P-1 P-1 - 10' - 4" 1 A
COLOR: "BISQUIT", MATTE
205 MEN CTF-1 CTW-1 CTW-1 / P1 CTW-1 / P1 CTW-1 / P1 CTW-1 / P1 GWB-1 9' - 0" FIELD SIZE: 2 1/8"X 8 1/2"
205A MENS SHOWER CTF-1 CTW-1 CTW-1 CTW-1 CTW-1 CTW-1 GWB-1 9' - 0" BASE SIZE: 4 1/4" X 8 1/2"
206 WOMEN CTF-1 CTW-1 CTW-1 / P1 CTW-1 / P1 CTW-1 / P1 CTW-1 / P1 GWB-1 9' - 0" LOCATION: RESTROOMS AND SHOWERS
206A WOMENS SHOWER CTF-1 CTW-1 CTW-1 CTW-1 CTW-1 CTW-1 GWB-1 9' - 0"
207 ELECTRICAL SEA-1 - P-1 P-1 P-1 P-1 - 10' - 4" 2 CTW-2 MFR: DALTILE NOT USED
209 LUNCH ROOM SEA-1 B-1 P-1 P-1 P-1 P-1 GWB-1 10' - 0"
210
211
HALLWAY
JAN
WD-1
VCT-1
B-1
B-2
P-1
P-1/WFP-1
P-1
P-1/WFP-1
P-1
P-1
A P-1
P-1
A GWB-1
GWB-1
10' - 0"
10' - 4"
3
2 CTW-3 MFR: ITALICS STYLE: CONTEMPORANEA
EXTERIOR FINISH/COLOR LEGEND X-1

COLOR: GREEN BLEND

212 OPEN OFFICE CPT-1 B-1 P-1 P-1 P-1 P-1 - 10' - 4" 1
SIZE: 1"X1" EXTERIOR FACADE PANELS (EP)
213 TEL/DATA VCT-1 B-2 P-1 P-1 P-1 P-1 - 10' - 4" 2 LOCATION: LUNCHROOM EP-1 MFR: CENTRIA STYLE: DIMENSION SERIES
215 ELECTRICAL VCT-1 - P-1 P-1 P-1 P-1 - 10' - 4" 2 COLOR: SILVER GRAY (22126), 3 COAT
Grand total: 31 CTW-4 MFR: TILESHOP STYLE: VETRISSIMO LE ONDE SURFACE: SMOOTH
COLOR: 103 MIST
SIZE: 2" X 6" EP-2 MFR: CENTRIA STYLE: DIMENSION SERIES
LOCATION: RESTROOM & SHOWER WALLS COLOR: SILVER GRAY (22126), 3 COAT
A SURFACE: STRIATED
SCHEDULE COMMENTS LEGEND CTW-5 MFR: TILESHOP STYLE: VETRISSIMO SATINATO
COLOR: 218 HONEY
1. CEILING HEIGHT REPRESENTS UNDERSIDE OF CHILLED SIZE: 2" X 6" ALUMINUM WINDOW/DOOR FRAMES (AL) A
RADIANT CEILING PANELS LOCATION: RESTROOM & SHOWER WALLS AL-1 MFR: KAWNEER CLEAR ANODIC FINISH PER SPECIFICATIONS

2. EXPOSED CEILING TO UNDERSIDE OF DECK CTW-5 MFR: TILESHOP STYLE: VETRISSIMO SATINATO
COLOR: 207 MUSHROOM GLASS (GL)
A GL-1 MFR: PPG STYLE: SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS
SIZE: 2" X 6"
LOCATION: RESTROOM & SHOWER WALLS (1" INSULATING GLASS UNIT)
COLOR: STARPHIRE, CLEAR

CONCRETE COLOR (INTEGRAL) GL-2 MFR: PPG STYLE: STARFIRE,

CCR-1 MFR: DAVIS COLOR COLOR: NOT USED TYPE: SPANDREL GLASS / CERAMIC FRIT
GLAZING COLOR: CLEAR
FRIT COLOR: TBD
EXPOSED CONC. FLOOR- CONC. SEALER (SEA)
SEA-1 MFR: VEXCON STYLE: STARSEAL GL-3 MFR: OLDCASTLE STYLE: MONOLITHIC, LAMINATED
LOCATION: STRUCTURAL CONC. SLAB, LUNCHROOMS, COLOR: CLEAR
STAIRS. FRIT: DOTS, 40% COVERAGE
LOCATION: EXTERIOR GLASS CANOPIES

GLASS PANELS IN-FILL (GLF)

GL-5 MFR: HDI RAILING COLOR: MONOLITHIC, CLEAR, TEMP
LOCATION: STAIR #1 AND FLOOR 2 BRIDGE HORIZONTAL FIXED SUNSCREEN (HS) - BID OPTION #3A
HS-1 MRF: MCNICHOLS TYPE: ALUM. GRATING GAL 19-SG-4
GL-4 MFR: PPG COLOR: STARPHIRE, CLEAR, POLISHED BOTH SIDES SIZE: 1.5" DEEP X 3/16", LOCKED BY SWAGING
SYTLE: SQUARE WIRED LOCATION: 2ND FLOOR LEVEL
SIZE: 6" X 14", 100 SQ. INCHES, MAXIMUM. A
THICKNESS: 6.0mm.
HORIZONTAL FIXED SUNSCREEN (HS) - BID OPTION #3B
HS-2 MRF: CENTRIA TYPE: ECOSCREEN PERFORATED SCREEN
GYPSUM BOARD CEILING (GWB) COLOR: STAINLESS STEEL PERFORATED PANEL
GWB-1 MFR: G-P STYLE: 5/8", TYP. TYPE 'X' WHERE INDICATED. OPENING: 40 PERCENT
LOCATION: SEE DRAWINGS FOR LOCATION AND TYPE.

LOUVERS (LV)
METAL PANEL CLADDING S (MC) LV-1 MFR: C/S GROUP TYPE: CONVENTIONAL
MC-1 MFR: STYLE: STAINLESS STEEL MODEL: A6100
COLOR: BRUSHED SIZE: 2"
LOCATION: STAIR #1 AND FLOOR 2 BRIDGE EDGES COLOR: MATCH METAL WALL PANEL
LOCATION: EXTERIOR WALL AND DOORS. SEE ELEVATIONS
PAINT (P)
P-1 MFR: BENJAMIN MOORE STYLE: ECO-SPEC INTERIOR LATEX
COLOR: DISTANT GRAY METAL PANELS IN-FILL (MTF)
FINISH: EGGSHELL MTF-1 MFR: HDI STYLE: CIRRUS
LOCATION: TYPICAL, UON. OPENING: 2" X 2" SQUARE, MAXIMUM. A
LOCATION: EXTERIOR STAIR GUARDRAIL PANELS
P-2 MFR: BENJAMIN MOORE STYLE: ECO-SPEC INTERIOR LATEX
COLOR: DISTANT GRAY
FINISH: FLAT PAINT (P)
LOCATION: GYP. BD. CEILINGS
P-3 MFR: TNEMEC COLOR: 1009 GRAY
LOCATION: STRUCTURAL STEEL
PLASTIC LAMINATES (PLM)
PLM-1 MFR: ARPA COLOR & PATTERN: 2550 IRIDESCENT PEWTER P-4 MRF:BENJAMIN MOORE COLOR: MATCH ADJACENT WALL COLOR.
FINISH: ERRE
FROSTED GLASS DOORS
LOCATION: UPPER CABINETS
STAINLESS STEEL GRATING (SSG)
PLM-2 MFR:ARPA COLOR & PATTERN: 2550 IRIDESCENT PEWTER SSG-1 MFR: KADEE STYLE: KD- 58, SS GRATING
FINISH: GHIBLI LOCATION: ENTRY DOORS (OUTSIDE)
LOCATION: LOWER CABINETS

PLM-3 MFR:ARPA NOT USED.

VERTICAL LOUVER AIRFOIL SHADE (VS) - BID OPTION #2
PLM-4 MFR: ARPA COLOR & PATTERN: 2550 IRIDESCENT PEWTER VS-1 MFR: C/S GROUP TYPE: BLADE SUN CONTROL
FINISH: ERRE SHAPE: AIRFOIL
LOCATION: SHOWER SIDE OF SHOWER DOOR. COLOR: MATCH ALUM. CURTAINWALL SYSTEM
PROJECT STATUS

SOLID SURFACE (SSU)

SSU-1 MFR: ICESTONE COLOR: "AMBER PEARL"
LOCATION: RESTROOMS
PROPOSAL SET 07/23/09
ISSUE
SSU-2 MFR: ICESTONE STYLE & COLOR : "STORM CLOUD"
LOCATION: LUNCHROOMS

TOILET PARTITION (TP)

TP-1 MFR: STYLE: FLOOR MOUNTED
TYPE: POWER-COATED
COLOR: MATCH WALL PAINT
LOCATION: RESTROOMS, TYP. U.O.N.

TP-2 MFR: STYLE: WALL MOUNTED URINAL PARTITION

TYPE: POWDER-COATED
COLOR: MATCH WALL PAINT
LOCATION: MENS RESTROOM MARK DATE DESCRIPTION INITIAL
A 07/01/09 SUBSTITUTED PT-1 FOR WFP-2, REVISED CTF-2, VCT-1, AL-1, GL-4 & MTF-1. REVISED TABLE LEGEND
DRAWN DATE
WALL BASE (B) S MOSHGGOU
B-1 MFR: RECLAIMED WOOD DESIGNED DATE
HEIGHT: 2-1/2" R PRADHAN
LOCATION: LOBBIES AND HALLWAYS Moffet Field, California
CHECKED DATE
W JOFFRION
B-2 MFR: JOHNSONITE COLOR: CHARCOAL N232 COLLABORATIVE SUPPORT FACILITY
PROJMGR DATE
HEIGHT: 4"
8/24/2009 1:07:11 PM

J GRANT
LOCATION: AT VCT, SEA
REQUESTOR DATE
R SCHULER
WALL PANELS / FIBRE-GLASS PANEL (WFP)
WFP-1 MFR: MARLITE STYLE: STANDARD FRP , SMOOTH
R&QA DATE
FINISH SCHEDULE
COLOR: P151, LIGHT GREY SAFETY DATE
LOCATION: JANITORS CLOSET
REV
A SIZE CAGE CODE

WFP-2 THIS WALL TYPE DELETED BY AMENDMENT

SUBSTITUTE P-1 FINISH
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A105 A
SCALE INDEX SHEET OF
 SIM
8
GRID
E.1 8
SIM GRID
D GRID
E.1 A705
GRID
D
S2A= 18'-1 1/2" D
GRID C
GRID
A705 S1A= 18'-1 1/2"
S1B= 20'-1 1/2"
2531/2"
S2B= 20'-1 1/2"
2531/2"
L
GRID
EQ EQ 1'-9 1/2" EQ EQ EQ EQ 1'-9 1/2" EQ EQ 10'-10"

GRID
10.1 GRID
10.1 GRID
10.1 5.8

2 6 SIM

3
SIM 3
A705
M
GRID
A106 A106
A705 EQ EQ EQ EQ
10.2
GRID S4A= 25'-8" (NORTH WING)
10 5.2 S4B= 25'-1" (SOUTH WING)
301"

14
A106
GRID
12 5.8 8.18
GRID
13
A106

1 SHADE TYPE S1- PLAN 5 SHADE TYPE S2- PLAN 9 SHADE TYPE S3- PLAN 13 SHADE TYPE S4- PLAN
A106 REF: SCALE: 1/4" = 1'-0" A106 REF: SCALE: 1/4" = 1'-0" A106 REF: SCALE: 1/4" = 1'-0" A106 REF: SCALE: 1/4" = 1'-0"
SIM

E.1 D D SIM
C SIM 15

3 5
SIM E.1 7 D 5
A705 11
2 A106
5
SIM
5.5
A705 SIM A705
A106 A106 A106 A705
5
SIM
2 A705 Second Floor (T.O. Steel) Roof (T.O.

1'-2"
A705 13' - 3" Steel Beam)
SIM SIM

4'-0 5/8"
SIM 3
2
SIM A705 A705
3

4'-7"
A705 SIM
3

7'-3 1/2" @ SECOND FLOOR

8'-3 1/2" @ FIRST FLOOR
A705
8.18

7.16
8.18 SIM
SIM 1 8.18
8.18 1 A705
7.16 A705
5.2

7'-6"
7.16

First Floor Second Floor Second Floor FIRST FLOOR

0' - 0" 14' - 6" 14' - 6" SIM

2 SHADE TYPE S1- ELEVATION 6 SHADE TYPE S2- ELEVATION 10 SHADE TYPE S3- ELEVATION First Floor
0' - 0"
Second Floor
SIM
A106 REF: A106 SCALE: 1/4" = 1'-0" A106 REF: A106 SCALE: 1/4" = 1'-0" A106 REF: A106 SCALE: 1/4" = 1'-0"

14 SHADE TYPE S4- ELEVATION

A106 REF: A106 SCALE: 1/4" = 1'-0"

SIM
SIM
10.1
GRID 4
SIM 10.2
2
8 A705
8
SIM
4
SIM 10.1
GRID 10.2
GRID SIM
A705
A705
2
A705
10.1
GRID A705
1'-2" 4'-11" A705 6'-1" 8"

2' - 4" Second Floor (T.O. Steel) Roof (T.O. Steel Beam)
13' - 3"

5 1/2" , TYP.
Roof (T.O. Steel Beam) SIM
26' - 10" EQ EQ

5 1/2"
TYP.
5.1
5 1/2"
TYP.

5.1
5'-2 1/2" , +/- VIP

5 1/2"
8.18

TYP.
4'-8 1/2" +/- , VIF.
8.18
30°

4'-0"
7.16
8.18 8.18
30°

SIM 8.6
SIM 12 150°
12 SIM 12
A106 12 TYP
A106 A106
A106
SIM
2
A705 4"
ALIGN. SIM
2
ALIGN A705

15 SHADE TYPE S4- SECTION

A106 REF: A106 SCALE: 1/2" = 1'-0"

NOTE: SEE SHEET A001 FOR

MATERIAL KEYNOTES

First Floor Second Floor

0' - 0" 14' - 6" Second Floor
14' - 6" PROJECT STATUS

3 SHADE TYPE S1- SECTION 7 SHADE TYPE S2- SECTION 11 SHADE TYPE S3- SECTION BID SET 04/30/09
A106 REF: A106 SCALE: 1/2" = 1'-0" A106 REF: A106 SCALE: 1/2" = 1'-0" A106 REF: A106 SCALE: 1/2" = 1'-0" ISSUE

4" MARK DATE DESCRIPTION INITIAL

10.8
30°

DRAWN DATE
G JOHNSON
DESIGNED DATE
R PRADHAN Moffet Field, California
CHECKED DATE
2" 2" 5.8 W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:01:56 PM

4" J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
VERTICAL SHADE LOUVER TYPES
SAFETY DATE
(BID OPTION #2)
REV
12 TYP AIRFOIL DETAIL SIZE CAGE CODE

A106 REF: A106 SCALE: 1 1/2" = 1'-0"

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A106
SCALE INDEX SHEET OF
 SIM A107 SIM
EQUAL METAL GRATE PANELS 7 11
EQ. EQ. EQ. EQ. 12
GRID A107 A107
A107
6
GRID
13 GRID
7 19'-0" 8
GRID
10
3 19' - 6 1/2" +/- VIF. (NORTH ELEVATION)
3'-8" 2" 3'-8" 2" 3'-8" 2" 3'-8" 2" 3'-8"
A107
24' - 6" +/-, VIF. (SOUTH ELEVATION)
E
GRID

1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6"
EQ EQ. EQ EQ

7.16
G
GRID A
A

6'-0 1/2" , +/-, VIF.

8'-6"
8.6

8.8

13.1 BIPV @ ROOF -

GRID
F BID OPTION #1

7 1/2"

1'-0"
GRID

1' - 0"
C1= 24'-8" (NORTH WING) 8.18 5.18
C2= 24'-1" (SOUTH WING)
-
GRID
H
2
5.8 5.19
A107

3
GRID 4
GRID

SHADE TYPE S5 (METAL GRATING) - SHADE TYPE S6 (PERFORATED METAL SHADE TYPE S7 (GLASS PANEL
1 PLAN 5 PANEL) - PLAN 9 OVERHANG) - PLAN
A107 (METAL GRATE - BID OPTION #3A)
REF: SCALE: 1/4" = 1'-0" A107 (PERFORATED
REF: METAL PANEL - BID #3B) SCALE: 1/4" = 1'-0" A107 (FRITTED
REF: GLASS - BASE BID / BIPV - BID OPTION #1) SCALE: 1/4" = 1'-0"

5.21
12
3 A107
SIM
4 TYP.
SIM 8.8 13.1 BIPV @ ROOF -
A107 5.18 8
A107 BID OPTION #1
GRID GRID 5.19 5.1 A107
GRID
5.1 GRID GRID
5.4 2nd Floor Level and
Second Floor (T.O. Steel) Roof (T.O. Steel Beam) Roof (T.O. Steel Beam)
13' - 3" 26' - 10" 26' - 10"

5.1

SHADE TYPE S5 (METAL GRATING) - SHADE TYPE S6 (PERFORATED METAL SHADE TYPE S7 (GLASS PANEL
2 ELEVATION 6 PANEL) - ELEVATION 10 OVERHANG) - ELEVATION
A107 REF: A107
(METAL GRATE - BID OPTION #3A) SCALE: 3/4" = 1'-0" A107 REF: A107
(PERFORATED METAL PANEL - BID OPTION #3B) SCALE: 3/4" = 1'-0" A107 REF: A107GLASS - BASE BID / BIPV - BID OPTION #1)
(FRITTED SCALE: 3/4" = 1'-0"

GRID GRID 7.16 5.21 8.8 13.1 BIPV @ ROOF -

A BID OPTION #1
1'-0" 8'-6" , GLASS PANEL, TYP.
7 1/2" 5'-9 1/2"
4
SIM GRID E 7 1/2" 5'-9 1/2" F
GRID
SIM
GRID
TYP.
A107 8 1'-0" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6"
5.18 5.19 A107

Second Floor (T.O. Steel) Roof (T.O. Steel Beam)

13' - 3" 26' - 10" 2nd Floor Level and
Roof (T.O. Steel Beam)
26' - 10"
5 1/2"

5.4

5.1
5.1 5.1

SHADE TYPE S5 (METAL GRATING) - SHADE TYPE S6 (PERFORATED METAL SHADE TYPE S7 (GLASS PANEL
3 SECTION 7 PANEL) - SECTION 11 OVERHANG) -SECTION NOTE: SEE SHEET A001 FOR
MATERIAL KEYNOTES
A107 (METAL
REF: GRATE - BID OPTION #3A)
A107 SCALE: 3/4" = 1'-0" A107 (PERFORATED
REF: A107 METAL PANEL - BID OPTION #3B) SCALE: 3/4" = 1'-0" A107 (FRITTED
REF: A107GLASS - BASE BID / BIPV - BID OPTION #1) SCALE: 3/4" = 1'-0"

PROJECT STATUS

ALUM. ANGLE WELDED TO STEEL

BEAM, 3 SIDES, OPEN ON BUILDING

1/2" LAMINATED
SIDE. BOLT 36" O.C. 2 LAYER FRITTED
LAMINATE GLASS
BID SET 05/26/09
04/30/09
ALUM. SQUARE PLATE AT CORNERS. PANEL, TYP. ISSUE

3/4" , TYP.

FRAMED PERFORATED METAL

1.5" DEEP ALUMINUM BAR STAINLESS
PANEL SHOWN DASHED FOR
GRATING, SHOWN DASHED FOR
1/8" 1 5/8"

CLARITY. STEEL BOLTS

CLARITY. AND CAPS, TYP.

BLACK NEOPRENE SEPARATOR,

CONTINUOUS.
1/8"

BLACK
BLACK NEOPRENE NEOPRENE
SEPARATOR, CONTINUOUS. WASHER, TYP.
STAGGER
1/2" MARK DATE DESCRIPTION INITIAL
BOLTS, 24" OC.
STRUCTURAL STEEL BEAM OVERHANG, TYP. A 05/26/09 REVISE GLASS PANEL DIMESION FROM 7'-10" TO 8'-6" DEPTH. JG
DRAWN DATE
WELDS, TYP. LATERAL STRUCTURAL S MOSHGGOU
STEEL, TYP. DESIGNED DATE
STRUCTURAL STEEL BEAM
R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
END PANEL INTERMEDIATE PANEL PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
5/20/2009 5:18:08 PM

J GRANT
SHADE TYPE S7 (GLASS PANEL REQUESTOR DATE

METAL GRATE CONNECTION DETAIL @ METAL PANEL CONNECTION AT OVERHANG) - CONNECTION DETAIL, R&QA
R SCHULER
DATE
HORIZONTAL SHADE TYPES (BID
4 SECOND FLOOR LEVEL 8 STRUCTURAL STEEL 12 TYP. SAFETY DATE
OPTIONS #1 & #3)
A107 REF: A107 SCALE: 3" = 1'-0" A107 REF: A107 SCALE: 3" = 1'-0" A107 (FRITTED
REF: A107 GLASS - BASE BID / BIPV - BID OPTION #1) SCALE: NOT 3"
TO= SCALE.
1'-0" REV
SIZE CAGE CODE
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A107 A
SCALE INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

2. ACCESS FLOOR PATTERN LAYOUT BY MFR

A301

15
A
1
B
10
TYP 4.30
A703 °
2
10.7 4.30
° 3
A301
13 10.7
4
'-8"

B.9 5 6' - 4.30° 13

20

8"
N

A622 B1 SIM
TYP A312
IG

3' -
6" 13
5 10
AL

A701 4.30°
B3 6 9
14
4.30°
7 8
D.1 A311 SIM B1 10.7
4.30°
4.30° 4.30°
"

5 4.30°
'-10

A303 A
10

A503
TYP
BAY 7
1 5 13 SEE
10.7 5.10 8.17 12.3
B1 A311 CIVIL A303
A613

7'-6"
10.7
22.1 10.7
10.7
13 TYP B
D102B 10.7 5 A711
B1
E UP
STAIR 2

/2"
6' - A
8"

1
'-8"

B1 B1
SIM

10'-2
3' - 2
23

6"
N

OPP B1 B1
IG

F B4 SIM D A502
AL

9 1A

20'-8"
SIM

ALIGN
A503 10'-7 22.1 D101
2 " 12 22.1
A502 B3
10'-7 A802
FE-1 "
FE-1
FEC-1, SEMI-
D102C
RECESSED
D103C 10.10 6'-8"
C
3'-6"
NORTH LOBBY A301
5
101

53 '-0
OPEN OFFICE

10'-10
D103B
102 1 1 1 FEC-1 SEMI- 3
5

"
RECESSED
10.10
D

"
10.7 1 1 A641 A A502
TYP SEMI- 9 5
B2 D102A A621 D103A 1D
RECESSED A802 FE-4 5C OPEN OFFICE
D108 103
22.1 FEC-1
SEMI-
RECESSED 1G 7B D105A
UP MEN

15'-0"
B2
1

ALIGN
105

23'-8"
1G 1D
COMM
3B 108 B4
D105 SOLAR HOT WATER
HEATER
B2
1G
3B
1B
7B
5D 1E 104 E
7B 6'-8"
13'-7" 3'-6"
22.1 1F T D106

5'-7 1/2"
1

11'-11"

7'-6"
1E
B2 D107 ELECTRICAL LUNCH ROOM FEC-1
1 WOMEN F
12'-7" 107 106 1E
109 D101B D104
FE-4 1B
B2 T 1B
TYP
15 C1
BAY
7.18
E.3 1 10.7
A303 SOUTH LOBBY
A503
14 110 7.18
5 22.1
A612
A301 MATCHLINE
SIM
5
7.19
A611

13.1 13.9
PROJECT STATUS

BID SET 04/30/09

ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:02:37 PM

J GRANT
REQUESTOR DATE
R SCHULER
R&QA DATE
FIRST FLOOR PLAN - NORTH WING
SAFETY DATE

SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A211
0' 4' 12' 24' 42'-8" SCALE 1/8'=1'-0" INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

2. ACCESS FLOOR PATTERN LAYOUT BY MFR

7' -6
"
10.7 SIM
13
A711

IN E
MATCHL
13.1 13.9 SIM

20'-
2

ALI
B5

8"
GN
A502 A302
H.9 5
A302
TYP J J B3
G SIM
SEE
12.3 12.3 SEE A303 B5
CIVIL CIVIL
10 SOUTH LOBBY 15

53'
A703 110 5 7
D110A D110B 5

-0"
A611 SIM B5 22.1
BAY

10'-
A503
H 1'-5" 1'-5" 1'-0" K.1

10"
10.7
F.9 1'-6"

1'-0"

1'-0"
5'-1 1/2" 10'-8 1/2" B5
11'-1" 5 1
C2

10'-2
B5 A631 A502 D112C
6'-8" 5
3'-6"

1/2"
STAIR 3 A623
D114B 1A UP
D116 D111B
1F 22.1
ALIGN

A
FE-3 7B D111A FE-4

23'-
ALI
22.1 1 JAN/ RECEIVING 9
B3 ELEC. 2
L

8"
1 10'-8"

GN
A802 111 A503
T

20'-0"
114

20'-0"
"
'-7 7/8

20'-0"

T
7B
A302
J 2 MECHANICAL 7A
1A
10
B4
13 116 TEL/DATA FE-1
FE-1
15
1'-8"
1
113
1B M
D112A T "
A311 D112B
ELEV M.R. FE-4 D114A 10.10 6' - 8

3'-2"
"
D115 115 1G D113 3' - 6
SIM
3 SIM 7'-0"
K A502 OPP A
5 1G

A802 5'-10" 7'-10" 10.7

1F 1 2
2 SIM
9
6'-8" A802 FEC-1 SEMI- 22.1 B6
3'-6" RECESSED
FE-1
OPEN OFFICE
ALIGN

112
B4 B6

L B6
°
M 3.40
22.1
BAY
S
15
I
20
M 22.1 B6
A303

3.40°
B6 B6
B6 B6 19
B6
10.7

14 3.40°

A106
13 18
A311 3.40°

3.40°
17
3.40°
3.40° 3.40° 3.40°
11 16
12 15
13 14

14

A302

PROJECT STATUS

BID SET 04/30/09

ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:02:45 PM

J GRANT
REQUESTOR DATE
R SCHULER
R&QA DATE
FIRST FLOOR PLAN - SOUTH WING
SAFETY DATE

SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A212
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

2. ACCESS FLOOR PATTERN LAYOUT BY MFR

A301

15
A 1

B 4.30
° 2

3
4.30
°

TYP 10.7
4
A301 4.30°
13 13
6' -
8" 5 A311
7 3' -
6" 4.30°
B.9 6 10
N

A622
IG

E1
7 9
AL

8.18
E3 13 4.30° 8 4.30°
A312 4.30° 4.30° 4.30°

14
D.1 5
SIM E1
A311
A503
A303
A711
A
TYP 1
7 8.8
DN E1 BAY

7'-6"
A303
S7
22.1
3'-8" B
D202B 5
E1

/2"
E

7'-10"
6' - STAIR 2 SIM

1
8" H E1 E1

10'-2
OPP 1A 2
N

3' - E1 E1
IG

6" E1 A502
SIM
AL

20'-8"
9
F 22.1 ° 3'-6"
6'-8"

ALIGN
A503 90
E4 FE-1 10'-7 6 22.1
"
10'-1 7/8"
10'-7 A804
" 10.10 8.18
FE-1
OPEN OFFICE E3 C
1 NORTH LOBBY 203
1 A301
201 5
3'-1"

53 '-0
10'-10
SIM D203B
1 11 7 9

"
A621 FEC-1 SEMI-

"
OPEN OFFICE A802 A802 3
202
3 RECESSED 7 5.13 A502 D

7'-0"
E2 10.10 D202A 1 A804 A641
1C
D203A 1A
FEC-1 H
DN
D205A 3

9'-10 5/8"
22.1 MENS SHOWER
1 STAIR 1 7B
205A 7C 9
1 MEN

23'-8"
E2 A702

ALIGN
4'-3 1/2" 6'-8 1/2" 205
2'-4 1/4" 13 E4 8.18

5'-0 1/2"
D205 A801

27'-0"
E2
3B 3B
SHAFT 1
5D
7B 7C E
FEC-1
6'-8"

5'-10"
22.1
3'-6"

11'-11 7/8"
1G 1E D206

7'-6"
8.18 7C

5.18 E2
D207 ELECTRICAL
207 LUNCH ROOM 1 WOMEN WOMENS SHOWER
F
1G 206
FE-4 209 D201 206A
D206A
1 1B
E2 E2
TYP 15 FEC-1
BAY F1
HALLWAY
E.3
A303 5.13
210
14
22.1
A301 MATCHLINE 1
A503
7.18 7.19 7.18

SIM
5
A612

13.1 13.9
PROJECT STATUS

BID SET 04/30/09

ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:02:56 PM

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
SECOND FLOOR PLAN - NORTH
SAFETY DATE
WING
SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A221
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

2. ACCESS FLOOR PATTERN LAYOUT BY MFR

7' -6
H

"
SIM
2
A502
INE
MATCHL "
13.1 13.9 6' - 8

20'-
13 E5 "
3' - 6

ALI
A611

8"
GN
A303 A302

A302
8.18 H.9 5
7
HALLWAY
G J 210 J SIM
E5 E3
15

53'
5.13

-0"
1 22.1
E5 5

10'-
H A502 A503 K.1

10"
F.9 E5
DN
E5 E5

10'-2
E5 5.13
F2 7
6'-8" 1A D212C
3'-6" A623

1/2"
STAIR 3 UP
1F 22.1
ALIGN

1A 7B D211

23'-
22.1 H

ALI
E3 JAN 1A FE-1 9
L

8"
7

GN
1 /8"
8.18 7B 211 10'-8

20'-0"
A631 A503
20'-0"

/8"

11'-3 1/2"
7A
J FE-2

2'-4"
7
SIM 1 10'-7
A302 1A D213

10'-7 1/4"
13 9 E4
1
M
8'-3 3/8"

A702 3B FE-4 1G
ELECTRICAL "
15 1B
TEL/DATA 6' - 8
215 "
D212B 3' - 6

°
90

213

90
3'-2"
A311 D212A
°
55'-2"

FE-4

K H
FEC-2
D215 1G
1G
1G 1G
10'-9" 10.10
5.13 TYP FULLY- 10
RECESSED A802 22.1
6'-8" E6
3'-6"
ALIGN

OPEN OFFICE
212
E4 E6

L
E6
°
22.1 3.40
M 22.1
E6
SIM 20
15
E6 E6
E6 E6 A303 3.40°
E6
19
8.18 3.40°

5.18
13
3.40°
18
A311
3.40° 3.40°
3.40° 3.40° 3.40° 17
11 16
12 13 15
14
PROJECT STATUS

14
BID SET 04/30/09
A302 ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:03:11 PM

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
SECOND FLOOR PLAN - SOUTH
SAFETY DATE
WING
SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A222
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

2. VERIFY SIZE AND SPACING OF CONC EQUIPMENT

CURBS WITH EQUIPMENT REQUIREMENTS THAT ARE
ACTUALLY PROVIDED.

3. CONC HOUSEKEEPING PAD SIZE AND LOCATIONS

MUST BE VERIFIED AND COORDINATED WITH
MECHANICAL AND ELECTRICAL REQUIREMENTS FOR
EQUIPMENT ACTUALLY RPOVIDED.

4. CONTRACTOR SHALL DETERMINE LAYOUT OF

TAPERED INSULATION IN ROOF AREA NORTH OF
GRID LINE H PRIOR TO INSTALLATION - GOVT
APPROVAL REQUIRED.

0.8 A301
1 15
A 0.9
4.30
°
2
B SIM
TYP
10
A703
4.30 3
AA.8
.8 °
10.7 1
4
10.7 4.30°
5
6 10
A301 2 7 9
13
4.30° 8 10.2
B.9 '-8"
10.7 4.30° 4.30°
4.30° 4.30°
B.9 3 13 4.30°
20

6' -
8" 26.8
3' -
6" 10.7
A312
10.1
TYP
D.1 SIM
TYP 4 13.1
15
14 A721 8.8 13
10.2 A
D.1 A311 A303 5 A311 10 A
"

10.7
'-10

5
6 9 10.1 10.7
10

A721 1 10.7 10.7

7 8

7'-6"
7.35
B
22.1
B
A.9
E A.9
2
'-8"

1
F A502
23

A721
8.13

20'-8"
E.2 TYP
SIM

24'-1"
7.35 6'-8"
E.2 7.35 15 3'-6"
A721
6' -
8" 22.1 26.8
TYP
SIM
3' -
6"
TYP
5 22.1 C
A721 C
7.2 7.4 7.5
RIDGE A301
5
TOC - EL 29'-2" SOLAR HOT WATER

53 '-0
TY PE,

EQUIPMENT

3'-6"

10'-10
23.9
MIN SLO
P

"
TOC
EL:- EL
29' 29'-2"
- 0" EL: 29' - 0" 3.2 3
D

"
10.7
"/FT

A502
7.22 D
1/ 4

22.1 EQ
7'-10
1/2"
7'-10 3'-5 1/2"
7.35 1/2"
1 EQ 8'-0"

23.9 4 TYP
SIM 6'-4" 12'-10"
7

23'-8"
7.22

9'-0"
A804

12'-10"
A721
10 TYP TOCEL:
- EL
28'28'-11"
- 10"
12'-0"
A721
3.2
E

3'-6 3/4"
3.2

8'-0"
22.1 20'-4 3/4"
6'-8"
23.9 3'-6"
7.35
E.1 E.1

7'-6"
7. 9
F

11'-2"

11'-0 1/4"
26.3 SIM
TYP
FUTURE

7'-6"
26.3 10
23.9 TOC - EL
EL: 28'28'-11"
- 10" A721

5.19
E.3

1/4"/FT SLOPE,
10.7
14

MIN TYP
7
SIM
A301 10.8 4 A611 22.1 1 MATCH
LINE
A704 A503
7.35
10.9
1-1/2" DIA SLEEVE IN
MTL WALL PANEL AT 7.18 7.17 7.18
PARAPET FOR FIRE
ALARM CONDUIT, SEE
SECTION 14/A701 23.9
13.1
13.9
PROJECT STATUS

BID SET 04/30/09

ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:03:16 PM

J GRANT
REQUESTOR DATE
R SCHULER
R&QA DATE
ROOF PLAN - NORTH WING
SAFETY DATE

SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A231
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

2. VERIFY SIZE AND SPACING OF CONC EQUIPMENT

CURBS WITH EQUIPMENT REQUIREMENTS THAT ARE
ACTUALLY PROVIDED.

3. CONC HOUSEKEEPING PAD SIZE AND LOCATIONS

MUST BE VERIFIED AND COORDINATED WITH
MECHANICAL AND ELECTRICAL REQUIREMENTS FOR
EQUIPMENT ACTUALLY RPOVIDED.

4. CONTRACTOR SHALL DETERMINE LAYOUT OF

TAPERED INSULATION IN ROOF AREA NORTH OF
GRID LINE H PRIOR TO INSTALLATION - GOVT
APPROVAL REQUIRED.

7' -6
H

"
20.110.7 20.2 H
E.1
F G.8
G.8
13.1 13.9 SIM
2
A502
"
6' - 8
SIM
TYP "
3' - 6

20'-
SEE NOTE 4 5
A302

8"
5.19
HLINE
A721
13 H.9 5
A302 MATC A623
G H.9
15

53'
10.7

-0"
10.9 5
7.35

1/4"/FT SLOPE,
H K.1

10'-
A503

MIN TYP
F.9

10"
22.1 8.15
G.9 FUTURE
DN K.1
26.3
7.1 D301
6'-8"
3'-6"
7.35 7.22
3.2
7.35 3'-0" 8'-0"

23'-
22.1
LL
23.9 9

8"
SIM

24'-0 3/4"
22.1 23.9 A503
7
J

12'-10"
A302

13'-6"
13 SIM A721

7' -6
10 23.9
L.2
L.2 M

"
A721 EL:
TOC28' - 10"
- 29'-0"
15 "
6' - 8
A311 "
5'-8 1/2" 5'-9" 3' - 6
55'-2"

9'-6"
8'-6"

22.1
TYP

3'-6"
7.2 7.4 7.5
RIDGE 7.35
EQ 8.13
3.2 EL: 28'
TOC - 10"
- 29'-0" 7'-10 1/2"
SIM
TYP EQ 7'-10 1/2"
1 10.7
A721

20
PE,

23.9

20.1
1/4"/FT SLO
MIN TYP

L 6'-8"
22.1
22.1 20.2
3'-6"
L.1 7.35 7.35 19
M
18 °
3.40

10.7 20
5.19 17

16 3.40°
11
12 15 19
13 14
10.9 3.40°
13

10.8 A311
3.40°
18
3.40° 3.40°
3.40°
3.40°
3.40° 17
16
11 15 14
12 13 14
A302 PROJECT STATUS

BID SET 04/30/09

ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:03:22 PM

J GRANT
REQUESTOR DATE
R SCHULER
R&QA DATE
ROOF PLAN - SOUTH WING
SAFETY DATE

REV
SCALE: 3/32" = 1'-0" SIZE CAGE CODE
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A232
SCALE INDEX SHEET OF
0' 4' 12' 24' 42'-8"
 CEILING PLAN LEGEND
RADIANT CEILING PANELS

GWB CEILING

DOWNLIGHT

WIDE PENDANT

THIN PENDANT

UTILITY PENDANT

A 1 WALL SCONCE

EXIT SIGN
B
2 STRUCTURAL BEAM ABOVE

3
NOTE:
4 1. SEE SHEET A001 FOR MATERIAL KEYNOTES

B.9 5 2. SEE ELECTRICAL FOR LIGHTING

8.18
10 3. PAINT ALL CEILING PIPES, DUCTS,
5
A614
TYP
BAY
6 9 RACEWAYS, P-2 TYP.
S1 13 7 8
A312

D.1 14
A303
A711
30" PANELS EP-1
A311
13 A
TYP 13 A311
1
7
A613
10.6 23.5 S7
B
STAIR 2 TYP
SIM
11'-0" AFF 8
E A802
2
8.18
A502
0
°

F
S1 6
A804 S1
8.18
2
SIM
2
SIM
C
A804 A804 OPEN OFFICE
103
NORTH LOBBY EXPOSED
101 CEILING
S3 3
SIM11'-0" AFF
OPEN OFFICE
102
3 3
A804
A502
D
A804
EXPOSED 10'-0"
S5 CEILING AFF 10'-0"
S4 AFF 8.18
MEN
STAIR 1
COMM 105 S1
108 9'-0" AFF
EXPOSED
CEILING
S5 16
S4 A801 7 E
WOMEN A804
10'-0"
ELECTRICAL AFF 106
S5
S4
107 LUNCH ROOM
9'-0" AFF
SOLAR HOT WATER
HEATER F
EXP
109 104
CLG
11'-0" AFF 7.20
S5
S4
E.3
SOUTH LOBBY
S5 5.1
S4 110 S4

S4 S4 S5
MATCHLINE 1
8.18 S5 A503

5.18

13.1
13.9 PROJECT STATUS

BID SET 04/30/09

ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:03:31 PM

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
FIRST FLOOR REFLECTED CEILING
SAFETY DATE
PLAN - NORTH WING
REV
SCALE: 3/32" = 1'-0" SIZE CAGE CODE
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A241
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 CEILING PLAN LEGEND
RADIANT CEILING PANELS

GWB CEILING

DOWNLIGHT

WIDE PENDANT

THIN PENDANT

UTILITY PENDANT

WALL SCONCE

EXIT SIGN

G
7 8 STRUCTURAL BEAM ABOVE

H
NOTE:

13.1 7.20
13.9 1. SEE SHEET A001 FOR MATERIAL KEYNOTES

2. SEE ELECTRICAL FOR LIGHTING

SIM
3. PAINT ALL CEILING PIPES, DUCTS,
E.3 E
5
A614 RACEWAYS, P-2 TYP.
5.1 MATCHLIN 8.18
H.9
SOUTH LOBBY
G 110
S1

23.5
OPEN
TO
H ABOVE
K.1
F.9 EP-1 30"
PANELS
5.1

STAIR 3
11'-0" AFF
JAN/ RECEIVING
8.18 11'-0" AFF 10.6 TYP
111
SIM S1
S1 2 EXPOSED ELEC. 8.18 L
A804 CEILING 114
J MECHANICAL TEL/DATA EXPOSED
CEILING
116 10'-0"
AFF
113 M
EXPOSED ELEV M.R.
15 CEILING 115 EXPOSED
A311 EXP CLG CEILING
8.18
K S3

OPEN OFFICE
112
EXPOSED
CEILING
8.18

S4

S1 S5

L
S4
S5

M 20
S4
S5

S4
S5
19
S5 S4 S4 S5
S5 S4 S4
S5 S4
S5
8.18
13 18
A311
5.18

17
11 16
12 15
13 14
PROJECT STATUS

BID SET 04/30/09

ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:03:41 PM

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
FIRST FLOOR REFLECTED CEILING
SAFETY DATE
PLAN - SOUTH WING
SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A242
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 CEILING PLAN LEGEND
RADIANT CEILING PANELS

GWB CEILING

DOWNLIGHT

WIDE PENDANT

THIN PENDANT

1 UTILITY PENDANT

A WALL SCONCE

2 EXIT SIGN
B
3 STRUCTURAL BEAM ABOVE

S7
TYP
SIM 4
5 BAY NOTE:
A614 5 10
S2 S7 6 9 1. SEE SHEET A001 FOR MATERIAL KEYNOTES
B.9 8.18 7 8 2. SEE ELECTRICAL FOR LIGHTING

3. PAINT ALL CEILING PIPES, DUCTS,

S7 A RACEWAYS, P-2 TYP.
13

14 A312
D.1 A311
S7 13.1 8.8
A
S7 23.5 13 S7
30" EP-1 S7
S7 S7 A311
PANELS
B
STAIR 2
10'-1" AFF
E 8.18
SIM
13 2
S2
A704 A502
F
S2
10.6 TYP 8.18
C

S3 3
A502 D
OPEN OFFICE
202
EXPOSED OPEN OFFICE
S6
CEILING MENS SHOWER 203
S4 8.18
205A
4 MEN
9'-0" AFF
A804 NORTH LOBBY 205
S2
201 9'-0" AFF
10'-0" AFF
S6
S4
E
WOMEN
ELECTRICAL 206 F
207 9'-0" AFF WOMENS SHOWER
S4 LUNCH ROOM 206A
S6 EXPOSED 209 HALLWAY 9'-0" AFF
CEILING 10'-0" AFF 210
S4
S6
SIM E.3
7.20 2
S4
A702 S4 S6
8.18 S6
S4 S6 S4 S6 MATCHLINE
5.19

13.1
13.9
PROJECT STATUS

PROPOSAL SET 07/23/09

ISSUE

MARK DATE DESCRIPTION INITIAL

A 07/01/09 CORRECTED CALLOUT FOR FRITTED GLAZING 8.8
KEY PLAN DRAWN DATE
NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
RTH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
8/24/2009 3:53:34 PM

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
SECOND FLOOR REFLECTED
SAFETY DATE
CEILING PLAN - NORTH WING
A SECOND FLOOR RCP- NORTH WING SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV

A251 REF: A205 NOT TO SCALE

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A251 A
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 CEILING PLAN LEGEND
RADIANT CEILING PANELS

GWB CEILING

DOWNLIGHT

WIDE PENDANT

THIN PENDANT

UTILITY PENDANT

WALL SCONCE

EXIT SIGN

STRUCTURAL BEAM ABOVE

G
NOTE:
7 8 1. SEE SHEET A001 FOR MATERIAL KEYNOTES
H
2. SEE ELECTRICAL FOR LIGHTING

3. PAINT ALL CEILING PIPES, DUCTS,

RACEWAYS, P-2 TYP.
13.1 13.9

SIM
E.3 S6
TYP
5
A614
23.5
7.20 .
8.18 H.9
5.19
MATCHLINE
HALLWAY S2
G 210
10'-0" AFF

K.1
H
F.9 EP-1 30"
PANELS

STAIR 3
10'-0" AFF
JAN
8.18 211
EXPOSED
L
CEILING TYP 10.6 8.18
S2 ELEVATOR
J TEL/DATA S2 M
213
ELECTRICAL
15 215 EXPOSED
A311 EXP CLG CEILING

K S3

8.18

OPEN OFFICE
212
EXPOSED
CEILING
S2

8.18 S4

S4
M 20
S4
S6
TYP
S4 . 19
S4
S4
S6 S4 S4
TYP
S4 18
. 8.18 5.19

13 17 PROJECT STATUS
A311

11 16
12 15 BID SET 04/30/09
13 14 ISSUE

MARK DATE DESCRIPTION INITIAL

KEY PLAN DRAWN DATE

NORTH ARROW
BLDG G JOHNSON
TR DESIGNED DATE
NORTHNO UE
R TH R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:04:00 PM

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
SECOND FLOOR REFLECTED
SAFETY DATE
CEILING PLAN - SOUTH WING
REV
SCALE: 3/32" = 1'-0" SIZE CAGE CODE
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A252
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

TYP
10 9 8 7 6 5 4 3 2 1 SIM
BAY 5
SIM EP-2 EP-1 TYP
A303
7 5.1 8.8 13.1 7.35 7.9 @ 11'-0" TO 14'-6"
A303 & 24'-6" TO 27'-0"
T.O. Parapet
32' - 0"

Roof (T.O. Steel Beam)

26' - 10"

Second Floor
14' - 6"

First Floor
0' - 0"

8.8 10.9 8.17 8.6 SEE FLOOR PLAN 5.2 10.7

FOR CURTAIN
SEE DETAIL 9/A703 WALL TYPE, TYP
15 NORTH WING - NORTH ELEVATION 26.2

B 5.10
A301 REF: A202 SCALE: 3/32" = 1'-0"

BAY
SIM 7.9
1 2 3 4 15 5 7 8 9 10
A303 SIM EP-2 EP-1 TYP
5
5.19 @ 11'-0" TO 14'-6" 5.18
7.35 5.1 A731 & 24'-6" TO 27'-0"

T.O. Parapet
32' - 0"

Roof (T.O. Steel Beam)

26' - 10"

HALLWAY
9.15
210

Second Floor
14' - 6"

SOUTH LOBBY
110
First Floor
0' - 0"

10.8 EP-1 TYP 5.2

14 NORTH WING - SOUTH ELEVATION SCALE: 3/32" = 1'-0"
A301 REF: A202 SCALE: 3/32" = 1'-0"
0' 4' 12' 24' 42'-8"
PROJECT STATUS

B 8.18 7.9 C EP-1 D 8.18 E E D

10.8
C B
PROPOSAL SET 07/23/09
TYP 7.9 8.18 ISSUE
5.19 EP-1 EP-1 TYP 8.8 13.1
MTF-1 MTF-1
13.1 8.8 EP-2 EP-2
EP-2 EP-2
A 5.1
A 5.19 T.O. Parapet TYP
SIM T.O. Parapet
5.1
32' - 0" 1 32' - 0"
A703
Roof (T.O. Steel Beam) Roof (T.O. Steel Beam)
26' - 10" 26' - 10"
SIM
TYP 8.18 8.18
1 5.2
A703
5.18 B 07-01-09 CORRECTED DETAIL CALLOUT IN DETAIL 15 FB
5.18
MARK DATE DESCRIPTION INITIAL
5.2 A 05/26/09 REVISE EXTERIOR METAL WALL PANEL TO BE EP-2 AT BUILDING ENVELOPE. JG
Second Floor Second Floor
DRAWN DATE
14' - 6" 14' - 6"
8.18 G JOHNSON
5.20 DESIGNED DATE
R PRADHAN Moffet Field, California
8.18 10.7 CHECKED DATE
W JOFFRION
5.20 PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
8/24/2009 3:56:20 PM

5.20 J GRANT
REQUESTOR DATE
First Floor
0' - 0"
First Floor
0' - 0"
R&QA
R SCHULER
DATE
EXTERIOR ELEVATIONS - NORTH
8.6 SEE FLOOR PLAN FOR CURTAIN
WALL AND GLAZING TYPES SAFETY DATE
WING
13 NORTH WING- WEST ELEVATION 5 NORTH WING - EAST ELEVATION SIZE CAGE CODE REV

A301 REF: A202 SCALE: 3/32" = 1'-0" A301 REF: A202 SCALE: 3/32" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A301 B
SCALE INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

BAY
SIM TYP EP-1
7 SIM SIM
A303 5.1 5.19 5 7.9 EP-2 5
7.35 A731 @ 11'-0" TO 14'-6" A303
& 24'-6" TO 27'-0"
T.O. Parapet
32' - 0"

Roof (T.O. Steel Beam)

26' - 10"

9.15
HALLWAY
210

Second Floor
14' - 6"

SOUTH LOBBY
110
First Floor
0' - 0"

TYP EP-1

15 SOUTH WING - NORTH ELEVATION

A302 REF: A202 SCALE: 3/32" = 1'-0"

BAY
11 12 13 14 15 16 17 SIM 18 19 20
15
A303
7.9 5.1 7.35 5.19 8.18 EP-2 EP-1 TYP
@ 11'-0" TO 14'-6"
& 24'-6" TO 27'-0" T.O. Parapet
32' - 0"

Roof (T.O. Steel Beam)

26' - 10"

5.2

Second Floor
14' - 6"

First Floor
0' - 0"

8.6 SEE FLOOR PLAN

FOR CURTAIN
WALL TYPE, TYP

14 SOUTH WING- SOUTH ELEVATION SCALE: 3/32" = 1'-0"

A302 REF: A202 SCALE: 3/32" = 1'-0"

0' 4' 12' 24' 42'-8"
PROJECT STATUS

H
8.18 7.9
J K L L K EP-1 J H BID SET 05/26/09
04/30/09
EP-1 MTF-1 TYP 8.18 7.9 MTF-1 TYP 5.19 ISSUE

5.19 EP-2 EP-2 5.19 EP-2 EP-2

A 5.19 A A 5.1
T.O. Parapet T.O. Parapet
32' - 0" 32' - 0"
5.1

Roof (T.O. Steel Beam) Roof (T.O. Steel Beam)

26' - 10" 8.18 26' - 10"
8.18
5.2
5.2

5.18 5.18 MARK DATE DESCRIPTION INITIAL

Second Floor Second Floor A 05/26/09 REVISE EXTERIOR METAL WALL PANEL TO BE EP-2 AT BUILDING ENVELOPE. JG
14' - 6" 8.18 14' - 6" DRAWN DATE
G JOHNSON
DESIGNED DATE
5.20 5.20
R PRADHAN Moffet Field, California
8.18
CHECKED DATE
W JOFFRION
TYP
SIM N232 COLLABORATIVE SUPPORT FACILITY
1 TYP
SIM 5.20 PROJMGR DATE
5/20/2009 5:58:58 PM

5.20 1 J GRANT
A703
First Floor A703 First Floor REQUESTOR DATE
0' - 0" 0' - 0"
R&QA
R SCHULER
DATE
EXTERIOR ELEVATIONS - SOUTH
SAFETY DATE
WING
13 SOUTH WING - WEST ELEVATION 5 SOUTH WING - EAST ELEVATION SIZE CAGE CODE REV

A302 REF: A202 SCALE: 3/32" = 1'-0" A302 REF: A202 SCALE: 3/32" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A302 A
SCALE INDEX SHEET OF
 NOTES:
WHERE 13 13
WHERE
GRID OCCURS
A312
GRID OCCURS A312
1. SEE SHEET A104 FOR EXTERIOR FINISH/COLOR LEGEND

2. SEE DOOR AND CURTAIN WALL SCHEDULE FOR

5.1 7.16 7.35 7.9
GRID 7.9 7.35 GRID GRID MATERIALS AND COLORS
PER PLAN PER PLAN
3. SEE SHEET A001 FOR MATERIAL KEYNOTES
PANEL JOINT ALIGNED WITH
EQ EQ PANEL JOINT EQ EQ
CENTER OF MULLION, TYP 4. SEE FLOOR PLANS FOR CURTAIN WALL TYPES AND
ALIGNED TO CENTER
OF MULLION, TYP GLAZING TYPES
T.O. Parapet T.O. Parapet
32' - 0" 32' - 0" EP-1 TYP
T.O. Parapet
EP-1 TYP SIM
TYP 32' - 0"
9
A711 5.19 TYP

5.19 8.8 SEE ROOF PLANS

Roof (T.O. Steel Beam) Roof (T.O. Steel Beam) 13.1

26' - 10" 8.18 26' - 10"

TYP
SIM SIM
11 7
A711 A711
EP-2
TYP @ 11'-0" TO 14'-6" &
24'-6" TO 27'-0"
Roof (T.O. Steel Beam)
26' - 10"
EP-2
@ 11'-0" TO 14'-6"
& 24'-6" TO 27'-0"

5.18 SEE FLOOR PLAN

8.6
FOR CURTAIN
WALL AND
5.1 GLAZING TYPES
Second Floor Second Floor
14' - 6" 14' - 6"
SEE FLOOR PLAN FOR
CURTAIN WALL AND 8.6 SEE
GLAZING TYPES 8.18 VERTICAL
SHADE 5.1 NOTE: EXOSKELETON
LOUVER STRUCTURE NOT
TYPES SHOWN FOR CLARITY

EP-1

5.1 SIM
TYP
1
A303 TYP
SIM
EP-1 TYP AROUND 5
CURTAIN A711
WALL, SEE
FLOOR PLAN

First Floor First Floor

0' - 0" 0' - 0"
TYP
SIM TYP
SIM
10 7
A711 A711

ENLARGED EXTERIOR ELEVATION- ENLARGED EXTERIOR ELEVATION- Second Floor

15 SOUTH TYPICAL BAY 7 NORTH TYPICAL BAY 14' - 6"

A303 REF: A211 SCALE: 1/4" = 1'-0" A303 REF: A211 SCALE: 1/4" = 1'-0"

SIM
9
G F 7.17
A711

SIM
7.9
EP-1 TYP 2
A702
10.2 10.1 10 EP-2

7.9

T.O. Parapet
32' - 0"

3"
OUTSIDE
SIM
4
2'-6"

CORNER T.O. Parapet

A711 32' - 0"
INSIDE
CORNER
SIM
8
2'-6"

A711 EP-1 TYP

Roof (T.O. Steel Beam)
26' - 10"
5.1
2'-6"

EP-2
@ 11'-0" TO 14'-6"
& 24'-6" TO 27'-0"

TYP
SCALE: 1/2" = 1'-0"
10.7

8.6
SEE FLOOR PLAN FOR
TYP PANEL PENETRATION OF STEEL 0' 1' 2' 4' 8'
CURTAIN WALL AND
GLAZING TYPES 1 BEAMS @ 2ND FLOOR & ROOF LEVEL SCALE: 1/4" = 1'-0"
EP-1 VERT @ PRIMARY
COLUMN LINES
A303 REF: A303
A202 SCALE: 1/2" = 1'-0"
0' 2' 4' 8' 16'
Second Floor PROJECT STATUS
14' - 6"
Second Floor
14' - 6"
BID SET 04/30/09
24'-6"

7.18
SIM
TYP EP-2 ISSUE
2
A711 @ 11'-0" TO 14'-6"
& 24'-6" TO 27'-6"

SIM
TYP
4
A711

SIM
1
MARK DATE DESCRIPTION INITIAL
A303
10.7
DRAWN DATE
G JOHNSON
SIM
TYP 8.6 DESIGNED DATE
1 R PRADHAN Moffet Field, California
First Floor A711 CHECKED DATE
0' - 0" W JOFFRION
First Floor PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:08:17 PM

0' - 0" J GRANT

REQUESTOR DATE

CONNECTOR- EAST EXTERIOR SIM

TYP R&QA
R SCHULER
DATE
ENLARGED EXTERIOR
ELEVATION (WEST EXT. ELEV. SIM., ENLARGED EXTERIOR ELEVATION- TYP
5
A711 SAFETY DATE
ELEVATIONS
13 OPP. HAND) 5 EXTERIOR MTL PANEL DIMENSIONS SIZE CAGE CODE REV

A303 REF: A611 SCALE: 1/4" = 1'-0" A303 REF: A211 SCALE: 1/4" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A303
SCALE INDEX SHEET OF
 NOTE:

1. SEE SHEET A001 FOR MATERIAL KEYNOTES

10.8 10.9 11 12 13 14 15 16 17 18 19 19.5 20 20.1 20.2

TYP EP-1 SIM SIM
3 8.13 13
A502 A721

T.O. Parapet T.O. Parapet

32' - 0" 32' - 0"

Roof (T.O. Steel Beam) Roof (T.O. Steel Beam)

26' - 10" 26' - 10"

OPEN OFFICE
26.1 10.10 26.1 METAL SOFFIT
212
7'-0"

7'-0"
EP-1 TYP

Second Floor Second Floor

14' - 6" 14' - 6"

OPEN OFFICE
METAL SOFFIT
26.1 112 10.10 26.1
7'-0"

7'-0"
First Floor First Floor
0' - 0" 0' - 0"

LONGITUDINAL SECTION- SOUTH WING

15 (FLATTENED VIEW)
A311 REF: A212 SCALE: 3/32" = 1'-0"

EP-1 TYP
1 1.5 2 3 4 5 6 7 8 9 10 10.1 10.2
SIM
TYP EP-1 3
A502

T.O. Parapet T.O. Parapet

32' - 0" 32' - 0"

Roof (T.O. Steel Beam) Roof (T.O. Steel Beam)

26' - 10" 26' - 10"
8.18

SIM 9.15 SIM OPEN OFFICE

METAL SOFFIT OPEN OFFICE 3
26.1 NORTH LOBBY 3 OPP 203 26.1
202 A804
7'-0"

7'-0"
201 A804
10.10
Second Floor Second Floor
14' - 6" 14' - 6"
8.18

OPEN OFFICE NORTH LOBBY 9.15

METAL SOFFIT
26.1 102 OPEN OFFICE 26.1
101
7'-0"

7'-0"
103
First Floor First Floor
0' - 0" 0' - 0"

5.1 23.5 TYP 10.10

TYP
LONGITUDINAL SECTION- NORTH WING
14 (FLATTENED VIEW) SCALE: 3/32" = 1'-0"
A311 REF: A211 SCALE: 3/32" = 1'-0"
0' 4' 12' 24' 42'-8"
PROJECT STATUS

2
SIM B
2
SIM
E A611 H L
1
SIM
BID SET 04/30/09
A501 15 A501
ISSUE
10.6 A721
A611
T.O. Parapet
32' - 0"

Roof (T.O. Steel Beam)

26' - 10"

OPEN OFFICE
HALLWAY
10'-0"

10'-0"

5.18 NORTH LOBBY 212 10.10

10.10 210
201
S7 MARK DATE DESCRIPTION INITIAL
Second Floor
14' - 6"
DRAWN DATE
G JOHNSON
SOUTH LOBBY DESIGNED DATE

110 OPEN OFFICE R PRADHAN Moffet Field, California

11'-0"

NORTH LOBBY
10'-0"

10'-0"

112 CHECKED DATE

101 10.10 W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:08:54 PM

First Floor J GRANT

0' - 0" REQUESTOR DATE
R SCHULER

23.5 9.15 9.15 23.5

R&QA DATE
BUILDING SECTIONS
TYP TYP
TRANSVERSE SECTION @ CONNECTOR SAFETY DATE

13 - EAST SIZE CAGE CODE REV

A311 REF: A202 SCALE: 3/32" = 1'-0"

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A311
SCALE INDEX SHEET OF
 NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND
KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.

x.x ITEM CODE DIVISION 09 - FINISHES

9.1 1/2" GWB TYPE X
9.2 5/8" GWB TYPE X
DIVISION 03 - CONCRETE 9.3 1" GWB SHAFT LINER
3.1 CAST IN PLACE CONCRETE 9.4 20 GA MTL STUD @ 16" O/C
3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK
3.3 VAPOR BARRIER 9.6 METAL STUD TRACK
3.4 GRANULAR FILL 9.7 COLD FORMED FURRING CHANNEL
3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN 9.8 SHAFT WALL STUD MIN 20 GA @ 24" O/C
CONC. TOPPING. 9.9 FRAMING ANGLE, MIN 20 GA GALV
9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
DIVISION 05 - METALS 9.11 SHAFT J RUNNER
5.1 STEEL BEAM 9.12 CERAMIC TILE
5.2 STEEL COLUMN 9.13 REINFORCED MORTAR SETTING BED
5.3 METAL DECK 9.14 SCHEDULED FLOORING
5.4 STEEL ANGLE 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
5.5 STEEL PLATE 9.16 SCHEDULED WALL BASE
5.6 TUBULAR STEEL 9.17 PAINT
5.7 STEEL BENT PLATE 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
5.8 STAINLESS STEEL FRAME 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
5.9 OPEN WEB STEEL JOIST 9.20 3/4" RECLAIMED WOOD FLOORING
5.10 S.S. BOLLARD (6" SQ) 9.21 SOUND ATTENUATION BLANKET
5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
5.12 CANE DETECTION RAIL 9.23 SUSPENDED ACOUSTICAL CEILING
5.13 GUARDRAIL 9.24 STONE TILE
5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER
5.16 STEEL CHANNEL 9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP
5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE 9.28 OPEN OFFICE CARPET TILE, BACKING &
SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS RESILIENT BASE(BID OPTION #6)
5.18 ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
5.19 DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B) DIVISION 10 - SPECIALTIES
5.20 DECORATIVE METAL MESH VINESCREEN 10.1 TOILET PARTITION
5.21 STAINLESS STEEL BOLTS AND CAPS 10.2 (NOT USED)
10.3 METAL LOCKER
DIVISION 06 - WOOD, PLASTIC & COMPOSITES 10.4 FIRE EXTINGUISHER CABINET
6.1 WOOD BLOCK/NAILER, PRESSURE TREATED 10.5 DOOR STOP
6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF CURTAIN
6.3 5/8" GLASS MAT FACED GYP SHEATHING WALL (BID OPTION #4)
6.4 PLASTIC LAMINATE 10.7 VINE SCREEN SYSTEM
6.5 SOLID-SURFACING MATERIAL COUNTERTOP 10.8 EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)
6.6 (NOT USED) 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
6.7 SS SHIM AS REQUIRED 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
10.11 EXTERIOR CANOPY
DIVISION 07 - THERMAL & MOISTURE PROTECTION
7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING DIVISION 11 - EQUIPMENT
7.2 PVC ROOFING 11.1 MOTORIZED PROJECTION SCREEN
7.3 MEMBRANE EDGE FASTENER @ 12" O/C 11.2 PROJECTOR
7.4 1/4" PROTECTION BOARD
7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) DIVISION 12 - FURNISHINGS
7.6 BATT INSULATION R=19 12.1 MOTORIZED WINDOW SHADE
7.7 PVC MEMBRANE FLASHING 12.2 SYSTEM FURNITURE, NIC
7.8 EXTRUDED ALUM TRIM 12.3 ENTRANCE FLOOR MAT & FRAME
7.9 ALUM FLASHING 12.4 RADIOMETER
7.10 FORMED SHEET SS COPING
7.11 BELOW GRADE DAMP/WATERPROOFING
7.12 SEALANT WITH BACKER ROD DIVISION 13 - EQUIPMENT
7.13 20 GA GALVANIZED SPLASH PAN 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS CANOPY
7.14 DOWN SPOUT (BID OPTION #1)
7.15 WATERPROOFING MEMBRANE
7.16 INSULATED METAL PANEL CLADDING DIVISION 14 - EQUIPMENT
7.17 PVC ROOF SEISMIC JOINT COVER 14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB
7.18 EXTERIOR WALL SEISMIC JOINT COVER
7.19 INTERIOR WALL SEISMIC JOINT COVER DIVISION 21 - FIRE PROTECTION
7.20 CEILING SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
7.21 FIRESTOPPING 21.2 FIRE SPRINKLER PIPING
7.22 SAND COATED ROOF WALKWAY
7.23 METAL SPANDREL PANEL (INSULATED) DIVISION 22 - PLUMBING
7.24 THERMOPLASTIC MEMBRANE PARAPET FLASHING REFER TO P601 FOR TOILET FIXTURE SCHEDULE
7.25 THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED 22.1 ROOF DRAIN
7.26 EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX 22.2 NOT USED
7.27 FLOOR SEISMIC JOINT COVER 22.3 VENT THROUGH ROOF
7.28 S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA) 22.4 ELECTRIC WATER COOLER
7.29 METAL PANEL SOFFIT 22.5 KITCHEN SINK
7.30 1" RIGID INSULATION BOARD 22.6 SERVICE SINK
7.31 WATERPROOF TRAFFIC COATING 22.7 FLOOR DRAIN
7.32 COMPRESSION SEAL 22.8 FILTERED WATER SYSTEM FAUCET
7.33 SILICONE SEALANT 22.9 DUAL FLUSH TOILET
7.34 NEOPRENE SPACER (BLACK). 22.10 HIGH EFFICIENCY TOILET
7.35 OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR) 22.11 LOW CONSUMPTION URINAL
1 7.36 1/2" FOIL-BACKED RIGID INSULATION
A B E F A501
TYP 7.37 VAPOR BARRIER
22.12 COUNTERTOP SINK
22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC
2 HANDSOAP DISPENSER, TYP.
TYP DIVISION 08 - OPENINGS
A501 22.14 HAND SHOWER SET WITH SLIDE BAR
8.1 DOOR & FRAME 22.15 URINAL ELECTRONIC FLUSH VALVE
SIM 8.2 MOTORIZED OPERABLE WINDOW
2 8.3 MANUAL OPERABLE WINDOW DIVISION 23 - HVAC
A721 5.9 8.4 AUTOMATIC DOOR BOTTOM 23.1 BOILER FLUE
5.19 8.8 13.1 7.2 8.5 THRESHOLD
RIDGE T.O. Parapet 23.2 DUCT
32' - 0" 8.6 GLAZED ALUM CURTAIN WALL SYSTEM 23.3 PERIMETER HYDRONIC HEATER
7.5 8.13 8.7 1" INSULATED GLAZING 23.4 FIRE DAMPER
8.8 FRITTED GLAZING 23.5 RADIANT CEILING PANEL
8.9 SPANDREL GLAZING 23.6 MECHANICAL SHAFT OPENING
1/4"/FT SLOPE 5.19 8.10 VISION GLASS (SAFETY WHERE REQUIRED) 23.7 RADIANT FLOOR SLAB SYSTEM
8.11 (NOT USED) 23.8 MECHANICAL PIPING
8.12 AUTOMATIC ENTRANCE DOOR 23.9 ROOF MOUNTED MECH EQUIPMENT
8.13 SKYLIGHT
Roof (T.O. Steel Beam) 8.14 WEATHERSTRIPPING DIVISION 26 - ELECTRICAL
26' - 10" 8.15 MTL SECURITY GATE 26.1 LIGHT FIXTURE
8.16 DOOR PULL 26.2 CARD READER
8.18 8.17 AUTOMATIC DOOR OPERATOR 26.3 PHOTOVOLTAIC INVERTER
8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS 26.4 POWER - DUPLEX
26.5 POWER - QUAD
2'-0"

10.6 12.1 26.6 POWER/DATA OUTLET COMBINATION

26.7 SWITCH
26.8 FUTURE CCTV CAMERA
23.2 23.5 26.1 23.8 21.2 21.1
12.1 DIVISION 28 - FIRE PROTECTION
OPEN OFFICE 28.1 FIRE ALARM MANUAL PULL STATION
3A
10' - 4"

202 3A SCALE: 1/4" = 1'-0"

12.2 DIVISION 32 - EXTERIOR IMPROVEMENTS
7' - 3 1/2"

23.3 32.1 CONCRETE PAVING

8'-4"

23.3
5.18 0' 2' 4' 8' 16'
PROJECT STATUS
4" 2'-1"

10.10
10"

Second Floor
14' - 6"
BID SET 04/30/09
ISSUE

2'-0" 2'-0" 2'-0"

1'-2"

1'-2"

1'-2"
EQ

8.18

4'-0" 2'-0"
2'-0"

2'-9" 3'-0" 2'-0" 3'-0" 2'-9" 2'-0" 4'-0"

EQ

10.7 23.5 26.1 5.1 21.1 12.1

10.6 21.2

OPEN OFFICE 3A
12.1
11'-0"

3A 102 MARK DATE DESCRIPTION INITIAL

10' - 6"
8'-3 1/2"

9'-0"

DRAWN DATE
23.3 12.2 23.3 G JOHNSON
DESIGNED DATE
10.10 R PRADHAN Moffet Field, California
CHECKED DATE
2'-7"

W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
10"
4/30/2009 1:08:59 PM

J GRANT
First Floor
4"

0' - 0" REQUESTOR DATE

R SCHULER
R&QA DATE
BUILDING SECTIONS
SAFETY DATE
3.1
13 TYPICAL TRANSVERSE SECTION SIZE CAGE CODE REV

A312 REF: A202 SCALE: 1/4" = 1'-0" NOTE:

SEE SHEET S311 FOR OPENINGS IN GIRDER, TYP
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A312
SCALE INDEX SHEET OF
 NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND
KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.

A B E F DIVISION 09 - FINISHES
x.x ITEM CODE
SIM 9.1 1/2" GWB TYPE X
SIM 14 9.2 5/8" GWB TYPE X
14 DIVISION 03 - CONCRETE 9.3 1" GWB SHAFT LINER
A701
A701 3.1 CAST IN PLACE CONCRETE 9.4 20 GA MTL STUD @ 16" O/C
7.9
3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK
3.3 VAPOR BARRIER 9.6 METAL STUD TRACK
3.4 GRANULAR FILL 9.7 COLD FORMED FURRING CHANNEL
T.O. Parapet T.O. Parapet 3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN
32' - 0" 32' - 0" 9.8 SHAFT WALL STUD MIN 20 GA @ 24" O/C
CONC. TOPPING. 9.9 FRAMING ANGLE, MIN 20 GA GALV
7.2 7.2
9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
DIVISION 05 - METALS 9.11 SHAFT J RUNNER
7.5 7.5 5.1 STEEL BEAM 9.12 CERAMIC TILE
5.2 STEEL COLUMN 9.13 REINFORCED MORTAR SETTING BED
5.3 METAL DECK 9.14 SCHEDULED FLOORING
5.3 5.3 5.4 STEEL ANGLE 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
5.5 STEEL PLATE 9.16 SCHEDULED WALL BASE
8.8 5.19 13.1 5.6 TUBULAR STEEL 9.17 PAINT
5.19 5.7 STEEL BENT PLATE 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
5.8 STAINLESS STEEL FRAME 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
5.9 OPEN WEB STEEL JOIST 9.20 3/4" RECLAIMED WOOD FLOORING
5.1 5.1 5.10 S.S. BOLLARD (6" SQ) 9.21 SOUND ATTENUATION BLANKET
5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
5.12 CANE DETECTION RAIL 9.23 SUSPENDED ACOUSTICAL CEILING
5.13 GUARDRAIL 9.24 STONE TILE
5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
Roof (T.O. Steel Beam) Roof (T.O. Steel Beam)
5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER
26' - 10" 26' - 10"
5.16 STEEL CHANNEL 9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP

1'-5 7/8"
5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE 9.28 OPEN OFFICE CARPET TILE, BACKING &
SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS RESILIENT BASE(BID OPTION #6)
23.5 5.18 ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
23.5
5.19 DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B) DIVISION 10 - SPECIALTIES
5.20 DECORATIVE METAL MESH VINESCREEN 10.1 TOILET PARTITION
5.21 STAINLESS STEEL BOLTS AND CAPS 10.2 (NOT USED)
8.18
7.16 10.3 METAL LOCKER

5'-10 7/8"
DIVISION 06 - WOOD, PLASTIC & COMPOSITES 10.4 FIRE EXTINGUISHER CABINET
9.2 6.1 WOOD BLOCK/NAILER, PRESSURE TREATED 10.5 DOOR STOP
5.11 S4 SIM 6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED
9.2 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF CURTAIN
12 6.3 5/8" GLASS MAT FACED GYP SHEATHING WALL (BID OPTION #4)
6.3 A106 6.4 PLASTIC LAMINATE 10.7 VINE SCREEN SYSTEM
6.5 SOLID-SURFACING MATERIAL COUNTERTOP 10.8 EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)
10.6 12.1 6.6 (NOT USED) 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
5.2 6.7 SS SHIM AS REQUIRED 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
10.11 EXTERIOR CANOPY
DIVISION 07 - THERMAL & MOISTURE PROTECTION
12.1 7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING DIVISION 11 - EQUIPMENT
7.2 PVC ROOFING 11.1 MOTORIZED PROJECTION SCREEN
8.6 7.3 MEMBRANE EDGE FASTENER @ 12" O/C 11.2 PROJECTOR
7.4 1/4" PROTECTION BOARD
8.6
7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) DIVISION 12 - FURNISHINGS
7.6 BATT INSULATION R=19 12.1 MOTORIZED WINDOW SHADE
5.2

10'-0"

10'-0"
7.7 PVC MEMBRANE FLASHING 12.2 SYSTEM FURNITURE, NIC
3A 7.8 EXTRUDED ALUM TRIM 12.3 ENTRANCE FLOOR MAT & FRAME
7.9 ALUM FLASHING 12.4 RADIOMETER
7.10 FORMED SHEET SS COPING

7'-3 1/2"
7.11 BELOW GRADE DAMP/WATERPROOFING
23.3 7.12 SEALANT WITH BACKER ROD DIVISION 13 - EQUIPMENT
23.3 7.13 20 GA GALVANIZED SPLASH PAN 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS CANOPY
7.14 DOWN SPOUT (BID OPTION #1)
7.15 WATERPROOFING MEMBRANE
10.10 10.10 7.16 INSULATED METAL PANEL CLADDING DIVISION 14 - EQUIPMENT
10.7 7.17 PVC ROOF SEISMIC JOINT COVER 14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB
3.1 7.18 EXTERIOR WALL SEISMIC JOINT COVER
3.1 7.19 INTERIOR WALL SEISMIC JOINT COVER
SIM DIVISION 21 - FIRE PROTECTION
7.20 CEILING SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
5.3 10
SIM 5.3 5.18 7.21 FIRESTOPPING 21.2 FIRE SPRINKLER PIPING
1 A701 7.22 SAND COATED ROOF WALKWAY
A303 7.23 METAL SPANDREL PANEL (INSULATED) DIVISION 22 - PLUMBING
Second Floor Second Floor 7.24 THERMOPLASTIC MEMBRANE PARAPET FLASHING REFER TO P601 FOR TOILET FIXTURE SCHEDULE
14' - 6" 14' - 6" 7.25 THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED 22.1 ROOF DRAIN
7.26 EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX 22.2 NOT USED
7.27 FLOOR SEISMIC JOINT COVER 22.3 VENT THROUGH ROOF
7.28 S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA) 22.4 ELECTRIC WATER COOLER
Second Floor (T.O. Steel) Second Floor (T.O. Steel) 7.29 METAL PANEL SOFFIT
13' - 3" 13' - 3" 22.5 KITCHEN SINK

1'-1 7/8"
7.30 1" RIGID INSULATION BOARD 22.6 SERVICE SINK
7.31 WATERPROOF TRAFFIC COATING 22.7 FLOOR DRAIN
7.32 COMPRESSION SEAL 22.8 FILTERED WATER SYSTEM FAUCET
SIM 7.33 SILICONE SEALANT 22.9 DUAL FLUSH TOILET
10 7.34 NEOPRENE SPACER (BLACK). 22.10 HIGH EFFICIENCY TOILET
A701 SIM 7.35 OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR) 22.11 LOW CONSUMPTION URINAL
1 7.36 1/2" FOIL-BACKED RIGID INSULATION 22.12 COUNTERTOP SINK
8.18 7.37 VAPOR BARRIER
A303 22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC

5'-6 7/8"
HANDSOAP DISPENSER, TYP.
DIVISION 08 - OPENINGS 22.14 HAND SHOWER SET WITH SLIDE BAR
23.5 8.1 DOOR & FRAME 22.15 URINAL ELECTRONIC FLUSH VALVE
23.5 8.2 MOTORIZED OPERABLE WINDOW
S4
8 8.3 MANUAL OPERABLE WINDOW DIVISION 23 - HVAC
TYP 8.4 AUTOMATIC DOOR BOTTOM
A802 12.1 SIM 23.1 BOILER FLUE
12 8.5 THRESHOLD 23.2 DUCT
A106 8.6 GLAZED ALUM CURTAIN WALL SYSTEM 23.3 PERIMETER HYDRONIC HEATER
SIM 8.7 1" INSULATED GLAZING 23.4 FIRE DAMPER
8 8.8 FRITTED GLAZING 23.5 RADIANT CEILING PANEL
A802 8.9 SPANDREL GLAZING 23.6 MECHANICAL SHAFT OPENING
8.10 VISION GLASS (SAFETY WHERE REQUIRED) 23.7 RADIANT FLOOR SLAB SYSTEM
10.6
8.11 (NOT USED) 23.8 MECHANICAL PIPING
8.6 8.12 AUTOMATIC ENTRANCE DOOR 23.9 ROOF MOUNTED MECH EQUIPMENT
5.2 8.13 SKYLIGHT
8.14 WEATHERSTRIPPING DIVISION 26 - ELECTRICAL
12.1
8.15 MTL SECURITY GATE 26.1 LIGHT FIXTURE
3A 8.16 DOOR PULL
11'-0"

11'-0"

26.2 CARD READER

8.17 AUTOMATIC DOOR OPERATOR 26.3 PHOTOVOLTAIC INVERTER
8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS 26.4 POWER - DUPLEX
10.7 26.5 POWER - QUAD
8.6 26.6 POWER/DATA OUTLET COMBINATION
8'-3 1/2"

SIM 26.7 SWITCH

SIM 3 26.8 FUTURE CCTV CAMERA
3 A802
A802
DIVISION 28 - FIRE PROTECTION
23.3 23.3 28.1 FIRE ALARM MANUAL PULL STATION

DIVISIONSCALE:
32 - EXTERIOR
1/2" IMPROVEMENTS
= 1'-0"
32.1 CONCRETE PAVING
SIM 10.10
1 10.10 BEYOND
A703 0' 1' 2' 4' 8'
3.1
3.1 PROJECT STATUS

First Floor
0' - 0"
First Floor
0' - 0" BID SET 04/30/09
ISSUE

SIM SIM
9 BEYOND SIM
9 9
A624 A701 A701
NOTE:
NOTE: SEE FLOOR PLAN FOR
SEE FLOOR PLAN FOR CURTAIN WALL AND
MARK DATE DESCRIPTION INITIAL
CURTAIN WALL AND GLAZING TYPES
GLAZING TYPES
DRAWN DATE
G JOHNSON
DESIGNED DATE
R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
4/30/2009 1:09:03 PM

J GRANT
REQUESTOR DATE
R SCHULER
R&QA DATE
WALL SECTIONS
SAFETY DATE

2 NORTH EXTERIOR WALL SECTION 1 SOUTH EXTERIOR WALL SECTION SIZE CAGE CODE REV

A501 REF: A311 SCALE: 1/2" = 1'-0" A501 REF: A311 SCALE: 1/2" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A501
SCALE INDEX SHEET OF
 NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND
KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.

x.x ITEM CODE DIVISION 09 - FINISHES

9.1 1/2" GWB TYPE X
9.2 5/8" GWB TYPE X
10 10.1 10.2 DIVISION 03 - CONCRETE
3.1 CAST IN PLACE CONCRETE
9.3 1" GWB SHAFT LINER
9.4 20 GA MTL STUD @ 16" O/C
3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK
3.3 VAPOR BARRIER 9.6 METAL STUD TRACK
3.4 GRANULAR FILL 9.7 COLD FORMED FURRING CHANNEL
3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN 9.8 SHAFT WALL STUD MIN 20 GA @ 24" O/C
CONC. TOPPING. 9.9 FRAMING ANGLE, MIN 20 GA GALV
9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
DIVISION 05 - METALS 9.11 SHAFT J RUNNER
5.1 STEEL BEAM 9.12 CERAMIC TILE
5.2 STEEL COLUMN 9.13 REINFORCED MORTAR SETTING BED
5.3 METAL DECK 9.14 SCHEDULED FLOORING
SIM SIM 5.4 STEEL ANGLE 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
14 5.5 STEEL PLATE
14
A701 A701 GRID 5.6 TUBULAR STEEL
9.16
9.17
SCHEDULED WALL BASE
PAINT
5.7 STEEL BENT PLATE 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
5.8 STAINLESS STEEL FRAME 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
5.9 OPEN WEB STEEL JOIST 9.20 3/4" RECLAIMED WOOD FLOORING
T.O. Parapet T.O. Parapet T.O. Parapet
5.10 S.S. BOLLARD (6" SQ) 9.21 SOUND ATTENUATION BLANKET
32' - 0" 32' - 0" 32' - 0"
5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
5.12 CANE DETECTION RAIL 9.23 SUSPENDED ACOUSTICAL CEILING
7.2
5.13 GUARDRAIL 9.24 STONE TILE

2'-6"
5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
7.5 5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER
5.16 STEEL CHANNEL 9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP
5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE 9.28 OPEN OFFICE CARPET TILE, BACKING &
5.3
SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS RESILIENT BASE(BID OPTION #6)
5.18 ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
5.19 DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B) DIVISION 10 - SPECIALTIES
5.20 DECORATIVE METAL MESH VINESCREEN 10.1 TOILET PARTITION
5.21 STAINLESS STEEL BOLTS AND CAPS 10.2 (NOT USED)

2'-6"
13.1 8.8 5.19 10.3 METAL LOCKER
DIVISION 06 - WOOD, PLASTIC & COMPOSITES 10.4 FIRE EXTINGUISHER CABINET
6.1 WOOD BLOCK/NAILER, PRESSURE TREATED 10.5 DOOR STOP
6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF
Roof (T.O. Steel Beam) Roof (T.O. Steel Beam) 6.3 5/8" GLASS MAT FACED GYP SHEATHING CURTAIN WALL (BID OPTION #4)
26' - 10" 26' - 10" 6.4 PLASTIC LAMINATE 10.7 VINE SCREEN SYSTEM
6.5 SOLID-SURFACING MATERIAL COUNTERTOP 10.8 EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)
5.6 6.6 (NOT USED)
9.2 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
6.7 SS SHIM AS REQUIRED

2'-6"
5.1 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
8.18 10.11 EXTERIOR CANOPY
DIVISION 07 - THERMAL & MOISTURE PROTECTION
5.9 7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING DIVISION 11 - EQUIPMENT
EP-2 7.2 PVC ROOFING 11.1 MOTORIZED PROJECTION SCREEN
@ 11'-0" TO 14'-6" 7.3 MEMBRANE EDGE FASTENER @ 12" O/C 11.2 PROJECTOR
9.2 7.4 1/4" PROTECTION BOARD
SIM & 24'-6" TO 27'-0"
8.18 12 7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) DIVISION 12 - FURNISHINGS
A106 5.1 7.6 BATT INSULATION R=19 12.1 MOTORIZED WINDOW SHADE
SIM 7.7 PVC MEMBRANE FLASHING 12.2 SYSTEM FURNITURE, NIC
12 7.8 EXTRUDED ALUM TRIM
A106 12.3 ENTRANCE FLOOR MAT & FRAME
SIM 7.9 ALUM FLASHING 12.4 RADIOMETER
S3 7 7.10 FORMED SHEET SS COPING
A106 3" 7.16 9.2 7.11 BELOW GRADE DAMP/WATERPROOFING
7.12 SEALANT WITH BACKER ROD DIVISION 13 - EQUIPMENT
SEE FLOOR PLAN FOR 5.11 7.13 20 GA GALVANIZED SPLASH PAN 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS
CURTAIN WALL AND 8.6 7.14 DOWN SPOUT CANOPY (BID OPTION #1)
SEE FLOOR PLAN FOR GLAZING TYPES 7.15 WATERPROOFING MEMBRANE
SIM
CURTAIN WALL AND 8.6 11 7.16 INSULATED METAL PANEL CLADDING
S2 DIVISION 14 - EQUIPMENT
GLAZING TYPES ALIGN W/ B.O. SILL. A106 7.17 PVC ROOF SEISMIC JOINT COVER 14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB
7.18 EXTERIOR WALL SEISMIC JOINT COVER
7.19 INTERIOR WALL SEISMIC JOINT COVER DIVISION 21 - FIRE PROTECTION
7.20 CEILING SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
7.21 FIRESTOPPING 21.2 FIRE SPRINKLER PIPING
7' - 0", MIN. CLEAR.

5 7.22 SAND COATED ROOF WALKWAY

A702 7.23 METAL SPANDREL PANEL (INSULATED) DIVISION 22 - PLUMBING
7.24 THERMOPLASTIC MEMBRANE PARAPET FLASHING REFER TO P601 FOR TOILET FIXTURE SCHEDULE
7.25 THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED 22.1 ROOF DRAIN
A 23.3 7.26 EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX 22.2 NOT USED
7.27 FLOOR SEISMIC JOINT COVER 22.3 VENT THROUGH ROOF
3.1 10.10 7.28 S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA) 22.4 ELECTRIC WATER COOLER
7.29 METAL PANEL SOFFIT 22.5 KITCHEN SINK
5.3 3.1 7.30 1" RIGID INSULATION BOARD 22.6 SERVICE SINK
7.31 WATERPROOF TRAFFIC COATING 22.7 FLOOR DRAIN
SIM 5.3 7.32 COMPRESSION SEAL
3 22.8 FILTERED WATER SYSTEM FAUCET
23.3 10.10 SIM 7.33 SILICONE SEALANT 22.9 DUAL FLUSH TOILET
A701 10 7.34 NEOPRENE SPACER (BLACK). 22.10 HIGH EFFICIENCY TOILET
A701 7.35 OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR) 22.11 LOW CONSUMPTION URINAL
7.36 1/2" FOIL-BACKED RIGID INSULATION 22.12 COUNTERTOP SINK
Second Floor Second Floor 7.37 VAPOR BARRIER 22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC
14' - 6" 14' - 6" HANDSOAP DISPENSER, TYP.

1'-0"
DIVISION 08 - OPENINGS 22.14 HAND SHOWER SET WITH SLIDE BAR
8.1 DOOR & FRAME 22.15 URINAL ELECTRONIC FLUSH VALVE
8.2 MOTORIZED OPERABLE WINDOW
Second Floor (T.O. Steel) Second Floor (T.O. Steel) Second Floor (T.O. Steel)
8.3 MANUAL OPERABLE WINDOW DIVISION 23 - HVAC
13' - 3" 13' - 3" 13' - 3"
5.6 EP-2 8.4 AUTOMATIC DOOR BOTTOM 23.1 BOILER FLUE
8.5 THRESHOLD 23.2 DUCT
@ 11'-0" TO 14'-6"

2'-6"
8.6 GLAZED ALUM CURTAIN WALL SYSTEM 23.3 PERIMETER HYDRONIC HEATER
9.2 & 24'-6" TO 27'-6" 8.7 1" INSULATED GLAZING 23.4 FIRE DAMPER
8.8 FRITTED GLAZING 23.5 RADIANT CEILING PANEL
8.9 SPANDREL GLAZING 23.6 MECHANICAL SHAFT OPENING
8.10 VISION GLASS (SAFETY WHERE REQUIRED) 23.7 RADIANT FLOOR SLAB SYSTEM
SIM 8.11 (NOT USED) 23.8 MECHANICAL PIPING
12 SIM 8.12 AUTOMATIC ENTRANCE DOOR
3 23.9 ROOF MOUNTED MECH EQUIPMENT
A106 8.13 SKYLIGHT
A106 8.14 WEATHERSTRIPPING DIVISION 26 - ELECTRICAL

2'-6"
8.18 9.2 8.15 MTL SECURITY GATE 26.1 LIGHT FIXTURE
8.16 DOOR PULL 26.2 CARD READER
8.17 AUTOMATIC DOOR OPERATOR 26.3 PHOTOVOLTAIC INVERTER
S3 8.18 8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS 26.4 POWER - DUPLEX
1/2"
PANEL 7.16 26.5 POWER - QUAD
JOINT 26.6 POWER/DATA OUTLET COMBINATION
S1 26.7 SWITCH
SIM 26.8 FUTURE CCTV CAMERA
11
SEE FLOOR PLAN FOR A106 SIM DIVISION 28 - FIRE PROTECTION
CURTAIN WALL AND 8.6 ALIGN W/ B.O. SILL. 12 28.1 FIRE ALARM MANUAL PULL STATION
GLAZING TYPES A106
SEE FLOOR PLAN FOR TYP EP-1 DIVISION 32 - EXTERIOR IMPROVEMENTS
CURTAIN WALL AND 8.6 32.1 CONCRETE PAVING
GLAZING TYPES 9.2
8'-3 1/8" +/-, V.I.F.

PROJECT STATUS

5.8 PROPOSAL SET 07/23/09

ISSUE

23.3

10.10

3'-0"
23.3 SIM
10.10 1 2
3.1 WALKWAY A701 A701 3.1

First Floor First Floor First Floor

0' - 0" 0' - 0" 0' - 0"
6"

MARK DATE DESCRIPTION INITIAL

A 05/26/09 REVISE METAL GRATE BALCONY TO BE METAL DECK WITH CONCRETE JG
DRAWN DATE
G JOHNSON
DESIGNED DATE
R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
8/25/2009 6:47:05 AM

J GRANT
REQUESTOR DATE
R SCHULER
R&QA DATE
WALL SECTIONS
WALL SECTION @ METAL PANEL W/ TYP SAFETY DATE

3 SECTION @ EXTERIOR BALCONY 2 SECTION @ EXTERIOR WING WALL 1 PANEL DIMENSIONS SIZE CAGE CODE REV

A502 REF: A211 SCALE: 1/2" = 1'-0" A502 REF: A211 SCALE: 1/2" = 1'-0" A502 REF: A212 SCALE: 1/2" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A502 A
SCALE INDEX SHEET OF
 NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND
KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.

x.x ITEM CODE DIVISION 09 - FINISHES

9.1 1/2" GWB TYPE X
9.2 5/8" GWB TYPE X
DIVISION 03 - CONCRETE 9.3 1" GWB SHAFT LINER
3.1 CAST IN PLACE CONCRETE 9.4 20 GA MTL STUD @ 16" O/C
3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK
3.3 VAPOR BARRIER 9.6 METAL STUD TRACK
3.4 GRANULAR FILL 9.7 COLD FORMED FURRING CHANNEL
3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN
GRID CONC. TOPPING.
9.8
9.9
SHAFT WALL STUD MIN 20 GA @ 24" O/C
FRAMING ANGLE, MIN 20 GA GALV
9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
DIVISION 05 - METALS 9.11 SHAFT J RUNNER
5.1 STEEL BEAM 9.12 CERAMIC TILE
5.2 STEEL COLUMN 9.13 REINFORCED MORTAR SETTING BED
5.3 METAL DECK 9.14 SCHEDULED FLOORING
5.4 STEEL ANGLE 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
TYP
SIM SIM 5.5 STEEL PLATE 9.16 SCHEDULED WALL BASE
13 13 OPP 5.6 TUBULAR STEEL
SIM 9.17 PAINT
A721 A721 14 5.7 STEEL BENT PLATE 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
A701 5.8 STAINLESS STEEL FRAME 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
7.16 2" 2" 7.16 5.9 OPEN WEB STEEL JOIST 9.20 3/4" RECLAIMED WOOD FLOORING
5.10 S.S. BOLLARD (6" SQ) 9.21 SOUND ATTENUATION BLANKET
T.O. Parapet T.O. Parapet T.O. Parapet 5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
32' - 0" 32' - 0" 32' - 0" 5.12 CANE DETECTION RAIL 9.23 SUSPENDED ACOUSTICAL CEILING
5.13 GUARDRAIL 9.24 STONE TILE
7.2 5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER

2'-6"
7.2 7.2 5.16 STEEL CHANNEL
7.4 9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP
5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE 9.28 OPEN OFFICE CARPET TILE, BACKING &
7" 7.4 7.4 SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS
7.5 3.1 3.1 RESILIENT BASE(BID OPTION #6)
5.18 ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
7.5 7.5 5.19 DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B)
5.3 DIVISION 10 - SPECIALTIES
5.20 DECORATIVE METAL MESH VINESCREEN

6"
10.1 TOILET PARTITION
5.3 5.3 5.21 STAINLESS STEEL BOLTS AND CAPS 10.2 (NOT USED)
10.3 METAL LOCKER
DIVISION 06 - WOOD, PLASTIC & COMPOSITES 10.4 FIRE EXTINGUISHER CABINET
6.1 WOOD BLOCK/NAILER, PRESSURE TREATED 10.5 DOOR STOP
13.1 8.8 5.19
6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF
6.3 5/8" GLASS MAT FACED GYP SHEATHING CURTAIN WALL (BID OPTION #4)
6.4 PLASTIC LAMINATE 10.7 VINE SCREEN SYSTEM
Roof (T.O. Steel Beam) Roof (T.O. Steel Beam) Roof (T.O. Steel Beam) 6.5 SOLID-SURFACING MATERIAL COUNTERTOP 10.8 EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)

4'-6"

4'-6"
26' - 10" 26' - 10" 26' - 10" 6.6 (NOT USED) 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
6.7 SS SHIM AS REQUIRED 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
3
10.11 EXTERIOR CANOPY
DIVISION 07 - THERMAL & MOISTURE PROTECTION
5.1 7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING
5.9 DIVISION 11 - EQUIPMENT
7.2 PVC ROOFING 11.1 MOTORIZED PROJECTION SCREEN
7.3 MEMBRANE EDGE FASTENER @ 12" O/C 11.2 PROJECTOR
5.6 EP-2 7.4 1/4" PROTECTION BOARD
4x8 @ 11'-0" TO 14'-6" 9.4 2-1/2" 7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) DIVISION 12 - FURNISHINGS
& 24'-6" TO 27'-0" 7.6 BATT INSULATION R=19 12.1 MOTORIZED WINDOW SHADE
7.7 PVC MEMBRANE FLASHING 12.2 SYSTEM FURNITURE, NIC
7.16 7.16 7.8 EXTRUDED ALUM TRIM 12.3 ENTRANCE FLOOR MAT & FRAME
SIM 7.9 ALUM FLASHING 12.4 RADIOMETER
2 2" 2" 7.10 FORMED SHEET SS COPING
SIM
A704 6 SIM 7.11 BELOW GRADE DAMP/WATERPROOFING
A704 5 9.15 7.12 SEALANT WITH BACKER ROD DIVISION 13 - EQUIPMENT
A804 7.13 20 GA GALVANIZED SPLASH PAN 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS
7.14 DOWN SPOUT CANOPY (BID OPTION #1)
7.16 5.11 7.15 WATERPROOFING MEMBRANE
7.16 INSULATED METAL PANEL CLADDING DIVISION 14 - EQUIPMENT
3" 4" 7.17 PVC ROOF SEISMIC JOINT COVER
3" 7.16 14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB
7.18 EXTERIOR WALL SEISMIC JOINT COVER
4" 5.11 3A 7.19 INTERIOR WALL SEISMIC JOINT COVER DIVISION 21 - FIRE PROTECTION
7.20 CEILING SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
7.21 FIRESTOPPING

10'-0"

10'-0"
21.2 FIRE SPRINKLER PIPING
7.22 SAND COATED ROOF WALKWAY
3 7.23 METAL SPANDREL PANEL (INSULATED) DIVISION 22 - PLUMBING
7.24 THERMOPLASTIC MEMBRANE PARAPET FLASHING REFER TO P601 FOR TOILET FIXTURE SCHEDULE
7.25 THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED 22.1 ROOF DRAIN
7.26 EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX 22.2 NOT USED
A 7.27 FLOOR SEISMIC JOINT COVER 22.3 VENT THROUGH ROOF
9.12
7.28 S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA) 22.4 ELECTRIC WATER COOLER
7.29 METAL PANEL SOFFIT 22.5 KITCHEN SINK
9.13
7.30 1" RIGID INSULATION BOARD 22.6 SERVICE SINK
SIM 7.31 WATERPROOF TRAFFIC COATING 22.7 FLOOR DRAIN
3.1 7.32 COMPRESSION SEAL
10 22.8 FILTERED WATER SYSTEM FAUCET
A701 7.33 SILICONE SEALANT 22.9 DUAL FLUSH TOILET
8" 5.3 7.34 NEOPRENE SPACER (BLACK). 22.10 HIGH EFFICIENCY TOILET
10.10 3.1 7.35 OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR) 22.11 LOW CONSUMPTION URINAL
3.1 10.10 7.36 1/2" FOIL-BACKED RIGID INSULATION 22.12 COUNTERTOP SINK
8" 7.37 VAPOR BARRIER 22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC
HANDSOAP DISPENSER, TYP.
Second Floor Second Floor DIVISION 08 - OPENINGS 22.14 HAND SHOWER SET WITH SLIDE BAR
14' - 6" 14' - 6" 8.1 DOOR & FRAME 22.15 URINAL ELECTRONIC FLUSH VALVE
10"

10"
5.18 8.2 MOTORIZED OPERABLE WINDOW
8.3 MANUAL OPERABLE WINDOW DIVISION 23 - HVAC
Second Floor (T.O. Steel) Second Floor (T.O. Steel) Second Floor (T.O. Steel) 8.4 AUTOMATIC DOOR BOTTOM 23.1 BOILER FLUE
13' - 3" 13' - 3" 13' - 3" 8.5 THRESHOLD 23.2 DUCT
8.6 GLAZED ALUM CURTAIN WALL SYSTEM 23.3 PERIMETER HYDRONIC HEATER
SIM 8.7 1" INSULATED GLAZING 23.4 FIRE DAMPER
3 14 8.8 FRITTED GLAZING 23.5 RADIANT CEILING PANEL
A761 8.9 SPANDREL GLAZING 23.6 MECHANICAL SHAFT OPENING
8.10 VISION GLASS (SAFETY WHERE REQUIRED) 23.7 RADIANT FLOOR SLAB SYSTEM
8.11 (NOT USED) 23.8 MECHANICAL PIPING
4x8 5.6 8.12 AUTOMATIC ENTRANCE DOOR 23.9 ROOF MOUNTED MECH EQUIPMENT
5.1 8.13 SKYLIGHT
EP-2 8.14 WEATHERSTRIPPING DIVISION 26 - ELECTRICAL
@ 11'-0" TO 14'-6" & 8.15 MTL SECURITY GATE 26.1 LIGHT FIXTURE
7.16 7.16 8.16 DOOR PULL
24'-6" TO 27'-0" 5 26.2 CARD READER
TYP 8.17 AUTOMATIC DOOR OPERATOR
2" 2" A804 26.3 PHOTOVOLTAIC INVERTER
8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS 26.4 POWER - DUPLEX
2 6 1/2" PANEL 26.5 POWER - QUAD
A704 A704 JOINT, 26.6 POWER/DATA OUTLET COMBINATION
TYP 7.16 26.7 SWITCH
26.8 FUTURE CCTV CAMERA
9.15
DIVISION 28 - FIRE PROTECTION
28.1 FIRE ALARM MANUAL PULL STATION
7.16 5.11
DIVISION 32 - EXTERIOR IMPROVEMENTS
4" 32.1 CONCRETE PAVING
11'-0"

11'-0"

PROJECT STATUS
EP-1
3
TYP
RECESSED PAPER PROPOSAL SET 07/23/09
TOWEL & WASTE
RECEPTICLE ISSUE

9.12

9.13
SIM
11 3.1
10.10 3.1
3.1 10.10 A801

First Floor First Floor First Floor

0' - 0" 0' - 0" 0' - 0" MARK DATE DESCRIPTION INITIAL
10"

10"

A 05/26/09 REMOVE LOWER OPERABLE WINDOW AT STAIR JG

DRAWN DATE
G JOHNSON
DESIGNED DATE
R PRADHAN Moffet Field, California
CHECKED DATE
W JOFFRION
1 8" 5 PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
8/25/2009 6:47:17 AM

A704 A704 J GRANT

REQUESTOR DATE
R SCHULER
R&QA DATE
WALL SECTIONS
WALL SECTION @ STAIR 3 CURTAIN WALL SECTION @ STAIR 3 PANEL SIDE SAFETY DATE

9 WALL SIDE (STAIR 2 SIM) 5 (STAIR 2 SIM) 1 WALL SECTION @ RESTROOMS SIZE CAGE CODE REV

A503 REF: A211

A622, A623 SCALE: 1/2" = 1'-0" A503 REF: A622,
A211 A623 SCALE: 1/2" = 1'-0" A503 REF: A211 SCALE: 1/2" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A503 B
A
SCALE INDEX SHEET OF
 NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND
E.3 7
7.2 F.9 7.2
SIM
KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.

7.5 15
A611 5 7.5 x.x ITEM CODE DIVISION 09 - FINISHES
6.3 5.3 5.1 A731 13.1 A611 13.9 9.1
9.2
1/2" GWB TYPE X
5/8" GWB TYPE X
5.3 DIVISION 03 - CONCRETE 9.3 1" GWB SHAFT LINER
T.O. Parapet T.O. Parapet 3.1 CAST IN PLACE CONCRETE 9.4 20 GA MTL STUD @ 16" O/C
32' - 0" 32' - 0" 3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK
3.3 VAPOR BARRIER 9.6 METAL STUD TRACK
2 3.4 GRANULAR FILL 9.7 COLD FORMED FURRING CHANNEL
A702 3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN 9.8 SHAFT WALL STUD MIN 20 GA @ 24" O/C
CONC. TOPPING. 9.9 FRAMING ANGLE, MIN 20 GA GALV
SLOPE 1/4" PER FT SIM
5 9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
DIVISION 05 - METALS 9.11 SHAFT J RUNNER
A804 5.1 STEEL BEAM 9.12 CERAMIC TILE
Roof (T.O. Steel Beam) Roof (T.O. Steel Beam) 5.2 STEEL COLUMN 9.13 REINFORCED MORTAR SETTING BED
26' - 10" 26' - 10" 5.3 METAL DECK 9.14 SCHEDULED FLOORING
5.4 STEEL ANGLE 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
9.2 5.5 STEEL PLATE 9.16 SCHEDULED WALL BASE
5.6 TUBULAR STEEL 9.17 PAINT
5.7 STEEL BENT PLATE 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
5.8 STAINLESS STEEL FRAME 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
5.9 OPEN WEB STEEL JOIST 9.20 3/4" RECLAIMED WOOD FLOORING
9.15 9.15 5.10 S.S. BOLLARD (6" SQ) 9.21 SOUND ATTENUATION BLANKET
5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
5.12 CANE DETECTION RAIL 9.23 SUSPENDED ACOUSTICAL CEILING
SEE FLOOR PLAN 2 5.13 GUARDRAIL 9.24 STONE TILE
FOR CURTAIN WALL 8.6 A731 HALLWAY 5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
9.14

10'-0"
& GLAZING TYPE 210 5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER
3.1 5.16 STEEL CHANNEL 9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP
5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE 9.28 OPEN OFFICE CARPET TILE, BACKING &
SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS RESILIENT BASE(BID OPTION #6)
5.3
5.18 ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
5.19 DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B) DIVISION 10 - SPECIALTIES
1 A 5.20 DECORATIVE METAL MESH VINESCREEN 10.1 TOILET PARTITION
A702 5.21 STAINLESS STEEL BOLTS AND CAPS 10.2 (NOT USED)
5.22 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 10.3 METAL LOCKER
Second Floor Second Floor
14' - 6" 14' - 6" 10.4 FIRE EXTINGUISHER CABINET
DIVISION 06 - WOOD, PLASTIC & COMPOSITES 10.5 DOOR STOP
Second Floor (T.O. Steel) Second Floor (T.O. Steel) 6.1 WOOD BLOCK/NAILER, PRESSURE TREATED
13' - 3" 13' - 3" 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF CURTAIN
6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED WALL (BID OPTION #4)
6.3 5/8" GLASS MAT FACED GYP SHEATHING 10.7 VINE SCREEN SYSTEM
6.4 PLASTIC LAMINATE 10.8 EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)
6.5 SOLID-SURFACING MATERIAL COUNTERTOP 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
1 6.6 (NOT USED) 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
5.1 A731 6.7 SS SHIM AS REQUIRED 10.11 EXTERIOR CANOPY
DIVISION 07 - THERMAL & MOISTURE PROTECTION DIVISION 11 - EQUIPMENT
5.1 7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING 11.1 MOTORIZED PROJECTION SCREEN
SEE FLOOR PLAN FOR 7.2 PVC ROOFING 11.2 PROJECTOR
8.6 CURTAIN WALL AND 7.3 MEMBRANE EDGE FASTENER @ 12" O/C
GLAZING TYPE 7.4 1/4" PROTECTION BOARD DIVISION 12 - FURNISHINGS
7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) 12.1 MOTORIZED WINDOW SHADE
SOUTH LOBBY
7.6 BATT INSULATION R=19 12.2 SYSTEM FURNITURE, NIC
110 7.7 PVC MEMBRANE FLASHING 12.3 ENTRANCE FLOOR MAT & FRAME
7.8 EXTRUDED ALUM TRIM 12.4 RADIOMETER
7.9 ALUM FLASHING
9.14 7.10 FORMED SHEET SS COPING
SIM
4 7.11 BELOW GRADE DAMP/WATERPROOFING DIVISION 13 - EQUIPMENT
3'-4"

3.1 7.12 SEALANT WITH BACKER ROD

A801 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS CANOPY
7.13 20 GA GALVANIZED SPLASH PAN (BID OPTION #1)
7.14 DOWN SPOUT
First Floor First Floor 7.15 WATERPROOFING MEMBRANE
0' - 0" 0' - 0" DIVISION 14 - EQUIPMENT
7.16 INSULATED METAL PANEL CLADDING 14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB
7.17 PVC ROOF SEISMIC JOINT COVER
T.O. Footing 7.18 EXTERIOR WALL SEISMIC JOINT COVER DIVISION 21 - FIRE PROTECTION
8.17 -2' - 0" 7.19 INTERIOR WALL SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
7.20 CEILING SEISMIC JOINT COVER 21.2 FIRE SPRINKLER PIPING
7.21 FIRESTOPPING
7.22 SAND COATED ROOF WALKWAY DIVISION 22 - PLUMBING
7.23 METAL SPANDREL PANEL (INSULATED) REFER TO P601 FOR TOILET FIXTURE SCHEDULE
LONGITUDINAL SECTION @ CROSS SECTION @ CONNECTOR 7.24
7.25
THERMOPLASTIC MEMBRANE PARAPET FLASHING
THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED
22.1
22.2
ROOF DRAIN
NOT USED
15 CONNECTOR (LOOKING EAST) 7 (LOOKING NORTH) 7.26
7.27
EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX
FLOOR SEISMIC JOINT COVER
22.3 VENT THROUGH ROOF
22.4 ELECTRIC WATER COOLER
A611 REF: A311 SCALE: 1/4" = 1'-0" A611 REF: A231 SCALE: 1/4" = 1'-0" 7.28 S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA) 22.5 KITCHEN SINK
7.29 METAL PANEL SOFFIT 22.6 SERVICE SINK
7.30 1" RIGID INSULATION BOARD 22.7 FLOOR DRAIN
7.31 WATERPROOF TRAFFIC COATING 22.8 FILTERED WATER SYSTEM FAUCET
7.32 COMPRESSION SEAL 22.9 DUAL FLUSH TOILET

7 13.1
7 13.1 13.9 8 7.33 SILICONE SEALANT 22.10 HIGH EFFICIENCY TOILET
SEGMENTED GRID LINE
HALLWAY 13.9 8 SIM 4 7.34
7.35
NEOPRENE SPACER (BLACK).
OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR)
22.11 LOW CONSUMPTION URINAL
210 4 A731 22.12 COUNTERTOP SINK
A731 7.36 1/2" FOIL-BACKED RIGID INSULATION 22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC
SIM 8
8 CL CL CL CL 15
SIM
A731 15
SIM 7.37 VAPOR BARRIER HANDSOAP DISPENSER, TYP.
A731 4'-0" 4'-0" 4'-0" 3 22.14 HAND SHOWER SET WITH SLIDE BAR
A611 A611 DIVISION 08 - OPENINGS 22.15 URINAL ELECTRONIC FLUSH VALVE
SIM A643 8.1 DOOR & FRAME
1'-1"

7 7.19
7.19
A751 E E 8.2
8.3
MOTORIZED OPERABLE WINDOW
MANUAL OPERABLE WINDOW
DIVISION 23 - HVAC
23.1 BOILER FLUE
5.22 8.4 AUTOMATIC DOOR BOTTOM 23.2 DUCT
8.5 THRESHOLD 23.3 PERIMETER HYDRONIC HEATER
9"

CL 8.6 GLAZED ALUM CURTAIN WALL SYSTEM

90

A
E.3 5.22 E.3 23.4 FIRE DAMPER
°

8.7 1" INSULATED GLAZING 23.5 RADIANT CEILING PANEL

SIM
3'-2 1/2"

7 A 8.8 FRITTED GLAZING 23.6 MECHANICAL SHAFT OPENING

A751 8.9 SPANDREL GLAZING 23.7 RADIANT FLOOR SLAB SYSTEM
7.18 5.22 7.27 7.18 8.10 VISION GLASS (SAFETY WHERE REQUIRED)
16 23.8 MECHANICAL PIPING
A612 10.11 8.11 (NOT USED) 23.9 ROOF MOUNTED MECH EQUIPMENT
9.20 ABV. 8.12 AUTOMATIC ENTRANCE DOOR
8.13 SKYLIGHT DIVISION 26 - ELECTRICAL
8.14 WEATHERSTRIPPING 26.1 LIGHT FIXTURE
6.2
4'-0"

A F F 8.15
8.16
MTL SECURITY GATE
DOOR PULL
26.2
26.3
CARD READER
PHOTOVOLTAIC INVERTER
7 7 8.17 AUTOMATIC DOOR OPERATOR 26.4 POWER - DUPLEX
8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS
A611 CL A611 26.5 POWER - QUAD

18'-5 1/2"
J 26.6 POWER/DATA OUTLET COMBINATION
26.7 SWITCH
26.8 FUTURE CCTV CAMERA
4'-0"

9.20
DIVISION 28 - FIRE PROTECTION
6.2 SIM
TYP 28.1 FIRE ALARM MANUAL PULL STATION
7
CL A702 6'-0"
DIVISION SCALE:
32 - EXTERIOR
6'-0" SOUTH LOBBY
32.1
1/4" IMPROVEMENTS
CONCRETE PAVING
= 1'-0"
A A A303 13
4'-0"

4'-0"
OPEN TO
SIM

110
4'-0"

BELOW 13 A303

D110A D110B 0' 2' 4' 8' 16'

PROJECT STATUS
CL 5.22
SEE
5.22 SEE 1'-0" 20'-11" 1'-0" 12.3
1'-0" 20'-11" 1'-0" 12.3 CIVIL
CIVIL
A BID SET 05/26/09
04/30/09
4'-0"

11" A 11" 11" 11"

A ISSUE
5.22 5.22
A303 F.9 10.11 F.9
1'-0"

1'-0"

1'-0"

1'-0"
13 ABV.
CL 28.1 28.1
SIM

5.22
G G
4'-0"

2
9'-6 1/2"

CL A731
4" 3'-7 1/2"

SIM A752
7 MARK DATE DESCRIPTION INITIAL
°

A751
CL A 05/26/09 EXPOSED STRUCTRUCTURAL STEEL RE-CLASSIFICATION JG
90

9
DRAWN DATE
G JOHNSON
1'-1"

4'-2" 4'-0" 4'-0" H H DESIGNED DATE

R PRADHAN Moffet Field, California
CL CL CL CL CHECKED DATE
SIM 8 A632 6 W JOFFRION
SIM SIM SIM N232 COLLABORATIVE SUPPORT FACILITY
4 6 3 7 PROJMGR DATE
7 3
5/26/2009 4:34:33 PM

A751 A751 A731 A731 J GRANT

A731 A731
13 14 13 14
REQUESTOR
R SCHULER
DATE

ENLARGED PLAN, ELEVATION &

R&QA DATE

ENLARGED CONNECTOR PLAN- ENLARGED CONNECTOR PLAN- FIRST SAFETY DATE

SECTION - CONNECTOR
13 SECOND FLOOR 5 FLOOR SIZE CAGE CODE REV

A611 REF: A222 SCALE: 1/4" = 1'-0" A611 REF: A211 SCALE: 1/4" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A611 A
SCALE INDEX SHEET OF
 NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND

1
GRID 1
GRID KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.

4 7/8" DIVISION 09 - FINISHES

x.x ITEM CODE
9.1 1/2" GWB TYPE X
1/2" DIA A307 9.2 5/8" GWB TYPE X
M.B. Roof (T.O. Steel Beam) DIVISION 03 - CONCRETE 9.3 1" GWB SHAFT LINER
L1/4"x4"x4"x6" 26' - 10" 5.2 3.1 CAST IN PLACE CONCRETE 9.4 20 GA MTL STUD @ 16" O/C
LONG SS ANGLE 3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK
GRID
1 1/4"x4"x4" SS PLATE 1/4"x4"x4" SS
3.3
3.4
VAPOR BARRIER
GRANULAR FILL
9.6
9.7
METAL STUD TRACK
COLD FORMED FURRING CHANNEL

1-1/2" MIN
1/4"x4"x4" SS PLATE 3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN 9.8 SHAFT WALL STUD MIN 20 GA @ 24" O/C
PLATE 1-1/2" MIN TYP CONC. TOPPING. 9.9 FRAMING ANGLE, MIN 20 GA GALV

7"
1/2" DIA A307 M.B. 3/16 9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
5.1

6"
DIVISION 05 - METALS

1-1/2" MIN
9.11 SHAFT J RUNNER
5.1 WEB 5.1 STEEL BEAM 9.12 CERAMIC TILE
2" DIA SS PIPE 1/3" DIA A307 ATTACHMENT 5.2 STEEL COLUMN 9.13 REINFORCED MORTAR SETTING BED

1-1/2" MIN
FRAME M.B., TYP PER 1/A703 5.3 METAL DECK
5.2 9.14 SCHEDULED FLOORING
5.4 STEEL ANGLE 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
12 First Floor 5.5 STEEL PLATE 9.16 SCHEDULED WALL BASE
A703 0' - 0" 5.6 TUBULAR STEEL 9.17 PAINT
5.7 STEEL BENT PLATE 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
L1/4"x4"x4"x6" 5.8 STAINLESS STEEL FRAME
LONG SS 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
. 5.9 OPEN WEB STEEL JOIST 9.20 3/4" RECLAIMED WOOD FLOORING
ANGLE 3/16 5.10 S.S. BOLLARD (6" SQ)
. 9.21 SOUND ATTENUATION BLANKET

1-1/2" MIN
3/16 5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
5.12 CANE DETECTION RAIL 9.23 SUSPENDED ACOUSTICAL CEILING
10.7
5.13 GUARDRAIL 9.24 STONE TILE
5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
L4"x4"x5'-6 1/2"" LONG 5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER
SS ANGLE BOLTED TO 5.16 STEEL CHANNEL 9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP
CONC PEDESTALS 5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE 9.28 OPEN OFFICE CARPET TILE, BACKING &
SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS RESILIENT BASE(BID OPTION #6)
5.18 ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
VINE SCREEN DETAIL PLAN VIEW @ VINE SCREEN DETAIL @ ROOF 5.19 DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B) DIVISION 10 - SPECIALTIES
12 ROOF (SECOND FLOOR SIM) 8 (SECOND FLOOR SIM) 4 VINE SCREEN DETAL @ SLAB 5.20
5.21
DECORATIVE METAL MESH VINESCREEN
STAINLESS STEEL BOLTS AND CAPS
10.1 TOILET PARTITION
10.2 (NOT USED)
A703 REF: A703 SCALE: 3" = 1'-0" A703 REF: A703 SCALE: 3" = 1'-0" A703 REF: A703 SCALE: 3" = 1'-0" 10.3 METAL LOCKER
DIVISION 06 - WOOD, PLASTIC & COMPOSITES 10.4 FIRE EXTINGUISHER CABINET
6.1 WOOD BLOCK/NAILER, PRESSURE TREATED 10.5 DOOR STOP
6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF CURTAIN
1 1
GRID 6.3 5/8" GLASS MAT FACED GYP SHEATHING WALL (BID OPTION #4)
6.4 PLASTIC LAMINATE
A703 1
GRID 6.5 SOLID-SURFACING MATERIAL COUNTERTOP
10.7
10.8
VINE SCREEN SYSTEM
EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)
6.6 (NOT USED) 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
6.7 SS SHIM AS REQUIRED 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
A
GRID DIVISION 07 - THERMAL & MOISTURE PROTECTION
10.11 EXTERIOR CANOPY
5.2 5.1
3.1 7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING DIVISION 11 - EQUIPMENT
5" 5.1 7.2 PVC ROOFING 11.1 MOTORIZED PROJECTION SCREEN
6" 4'-0" 7.3 MEMBRANE EDGE FASTENER @ 12" O/C 11.2 PROJECTOR
7.4 1/4" PROTECTION BOARD
GRID
A Roof (T.O. Steel Beam)
26' - 10"
Roof (T.O. Steel Beam)
26' - 10"
7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) DIVISION 12 - FURNISHINGS
7.6 BATT INSULATION R=19 12.1 MOTORIZED WINDOW SHADE

6"
7.7 PVC MEMBRANE FLASHING 12.2 SYSTEM FURNITURE, NIC
7.8 EXTRUDED ALUM TRIM 12.3 ENTRANCE FLOOR MAT & FRAME
7.9 ALUM FLASHING 12.4 RADIOMETER
8 7.10 FORMED SHEET SS COPING
A703 7.11 BELOW GRADE DAMP/WATERPROOFING
5.2 7.12 SEALANT WITH BACKER ROD DIVISION 13 - EQUIPMENT
5 7.13 20 GA GALVANIZED SPLASH PAN 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS CANOPY
7.14 DOWN SPOUT (BID OPTION #1)
A703 7.15 WATERPROOFING MEMBRANE
7.16 INSULATED METAL PANEL CLADDING DIVISION 14 - EQUIPMENT
7.17 PVC ROOF SEISMIC JOINT COVER 14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB
7.18 EXTERIOR WALL SEISMIC JOINT COVER
2" DIA SS PIPE FRAME 2" DIA SS PIPE FRAME
7.19 INTERIOR WALL SEISMIC JOINT COVER DIVISION 21 - FIRE PROTECTION
7.20 CEILING SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
7.21 FIRESTOPPING 21.2 FIRE SPRINKLER PIPING
10.7
4'-0"

7.22 SAND COATED ROOF WALKWAY

7.23 METAL SPANDREL PANEL (INSULATED) DIVISION 22 - PLUMBING
2MM SS WIRE 7.24 THERMOPLASTIC MEMBRANE PARAPET FLASHING REFER TO P601 FOR TOILET FIXTURE SCHEDULE
MESH (CARL 2MM SS 2" 7.25 THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED
10.7 10.7 22.1 ROOF DRAIN
STAHL X-TEND SQUARE WIRE 7.26 EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX 22.2 NOT USED
OR EQUAL) MESH (CARL 7.27 FLOOR SEISMIC JOINT COVER 22.3 VENT THROUGH ROOF
STAHL X-TEND 7.28 S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA) 22.4 ELECTRIC WATER COOLER
OR EQUAL) 7.29 METAL PANEL SOFFIT 22.5 KITCHEN SINK
L4"x4"x5'-6 1/2" LONG 7.30 1" RIGID INSULATION BOARD 22.6 SERVICE SINK
SS ANGLE BOLTED TO 7.31 WATERPROOF TRAFFIC COATING 22.7 FLOOR DRAIN
CONC PEDESTALS 7.32 COMPRESSION SEAL 22.8 FILTERED WATER SYSTEM FAUCET
7.33 SILICONE SEALANT 22.9 DUAL FLUSH TOILET
7.34 NEOPRENE SPACER (BLACK). 22.10 HIGH EFFICIENCY TOILET
7.35 OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR) 22.11 LOW CONSUMPTION URINAL
7.36 1/2" FOIL-BACKED RIGID INSULATION 22.12 COUNTERTOP SINK
7.37 VAPOR BARRIER 22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC
HANDSOAP DISPENSER, TYP.
DIVISION 08 - OPENINGS 22.14 HAND SHOWER SET WITH SLIDE BAR
8.1 DOOR & FRAME 22.15 URINAL ELECTRONIC FLUSH VALVE
8.2 MOTORIZED OPERABLE WINDOW
8.3 MANUAL OPERABLE WINDOW DIVISION 23 - HVAC
3.1 8.4 AUTOMATIC DOOR BOTTOM 23.1 BOILER FLUE
8.5 THRESHOLD 23.2 DUCT
8.6 GLAZED ALUM CURTAIN WALL SYSTEM 23.3 PERIMETER HYDRONIC HEATER
8.7 1" INSULATED GLAZING
3'-0"

23.4 FIRE DAMPER

6 EQ SPACES @ 4'-4" OC
8.8 FRITTED GLAZING 23.5 RADIANT CEILING PANEL
Second Floor Second Floor 8.9 SPANDREL GLAZING
14' - 6" 14' - 6" 23.6 MECHANICAL SHAFT OPENING
8.10 VISION GLASS (SAFETY WHERE REQUIRED) 23.7 RADIANT FLOOR SLAB SYSTEM
8.11 (NOT USED) 23.8 MECHANICAL PIPING

26'-0"
8.12 AUTOMATIC ENTRANCE DOOR 23.9 ROOF MOUNTED MECH EQUIPMENT
Second Floor (T.O. Steel) Second Floor (T.O. Steel) 8.13 SKYLIGHT
13' - 3" 13' - 3" 8.14 WEATHERSTRIPPING DIVISION 26 - ELECTRICAL
SIM 8.15 MTL SECURITY GATE 26.1 LIGHT FIXTURE
8 8.16 DOOR PULL 26.2 CARD READER
A703 8.17 AUTOMATIC DOOR OPERATOR 26.3 PHOTOVOLTAIC INVERTER
B 8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS 26.4 POWER - DUPLEX
26.5 POWER - QUAD
5.1 26.6 POWER/DATA OUTLET COMBINATION
26.7 SWITCH
26.8 FUTURE CCTV CAMERA

DIVISION 28 - FIRE PROTECTION

28.1 FIRE ALARM MANUAL PULL STATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

10 VINE SCREEN SYSTEM PLAN DETAIL 32.1 CONCRETE PAVING

A703 REF: A211 SCALE: 1" = 1'-0"

PROJECT STATUS
3"

BID SET 04/30/09

ISSUE
18"

SS DIMENSIONAL
LETTERING, 10.7
WIDTH & GA. TBD

SS MOUNTING
COMPONENTS
PER MFR

MARK DATE DESCRIPTION INITIAL

CANOPY
GLAZING
DRAWN DATE
1-1/2" EDGE DISTANCE G JOHNSON
4 3.1 4"
DESIGNED DATE
A703 R PRADHAN Moffet Field, California
CHECKED DATE
6"

First Floor First Floor W JOFFRION

Second Floor (T.O. Steel) 0' - 0" 0' - 0" PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
13' - 3"
4/30/2009 1:13:52 PM

J GRANT
8" 5" 3/8" DIA SS KB-TZ HILTI
5.1 EXPANSION ANCHOR W/ REQUESTOR DATE
5'-6 1/2" R SCHULER
3" OF EMBEDMENT.
INSTALL PER ICC ESR-
1017.
R&QA DATE
EXTERIOR DETAILS
SAFETY DATE

9 DIMENSIONAL EXTERIOR SIGNAGE 5 VINE SCREEN SYSTEM SECTION 1 VINE SCREEN SYSTEM ELEVATION SIZE CAGE CODE REV

A703 REF: A613 SCALE: 3" = 1'-0" A703 REF: A703 SCALE: 1/2" = 1'-0" A703 REF: A301 SCALE: 1/2" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A703
SCALE INDEX SHEET OF
 NOTE: CONTRACTOR TO REFER TO SHEET A105 FOR FINISHES AND
INTERMEDIATE
KEYNOTES SPECIFICATIONS FOR FURTHER INFORMATION ON PRODUCTS LISTED.
SUPPORT WHERE
7 5/8" 7.16 INDICATED. ITEM CODE DIVISION 09 - FINISHES
x.x
9.1 1/2" GWB TYPE X
WELDED HSS SHADE 9.2 5/8" GWB TYPE X
SUPPORT FRAME DIVISION 03 - CONCRETE 9.3 1" GWB SHAFT LINER
5.6 3.1 CAST IN PLACE CONCRETE 9.4 20 GA MTL STUD @ 16" O/C
3.2 6" CONC HOUSEKEEPING PAD 9.5 SLOTTED SLIP TRACK

1/4" MIN
WELDED HSS 3.3 VAPOR BARRIER 9.6 METAL STUD TRACK
OUTRIGGER SHADE 3.4 GRANULAR FILL 9.7 COLD FORMED FURRING CHANNEL
SUPPORT, TYP. 3.5 CANE DETECTION AREA - SMOOTH PEBBLE STONE IN 9.8 SHAFT WALL STUD MIN 20 GA @ 24" O/C
7.8 CONC. TOPPING. 9.9 FRAMING ANGLE, MIN 20 GA GALV
9.10 FURRING CHANNEL MIN 20 GA, SIZE AS NOTED
HEAD DIVISION 05 - METALS 9.11 SHAFT J RUNNER
TRIM 5.1 STEEL BEAM 9.12 CERAMIC TILE
5.2 STEEL COLUMN 9.13 REINFORCED MORTAR SETTING BED
5.3 METAL DECK 9.14 SCHEDULED FLOORING
SS BOLTS 5.4 STEEL ANGLE 9.15 SUSPENDED GYP BOARD CEILING SYSTEM
5.5 STEEL PLATE 9.16 SCHEDULED WALL BASE
2X LAYERS BACKER 5.6 TUBULAR STEEL 9.17 PAINT
ROD AND SEALANT 5.7 STEEL BENT PLATE 9.18 5/8" CEMENTITIOUS TILE BACKER BOARD
AT HSS 5.8 STAINLESS STEEL FRAME 9.19 5/8" GLASS MAT FACED TILE BACKER BOARD
OUTRIGGER SHADE 5.9 OPEN WEB STEEL JOIST 9.20 3/4" RECLAIMED WOOD FLOORING
SUPPORT, TYP. ALUMINUM BLADE SUPPORT 5.10 S.S. BOLLARD (6" SQ) 9.21 SOUND ATTENUATION BLANKET
5.11 EXT. COLD FORMED METAL FRAMING, SEE STRUCT. 9.22 ACOUSTICAL INSULATION 3" (UON)
5.12 CANE DETECTION RAIL 9.23 SUSPENDED ACOUSTICAL CEILING
EXTRUDED ALUM. AIRFOIL 5.13 GUARDRAIL 9.24 STONE TILE
SUNSHADE BLADE (TYP) 5.14 STAINLESS STEEL HANDRAIL 9.25 RECLAIMED WOOD WALL PANEL
8.2 8.6 5.15 METAL FRAMED STAIR 9.26 METAL COATINGS AND SEALER
5.16 STEEL CHANNEL 9.27 1/8" ALUMINUM ANGLE TRANSITION STRIP
5.17 VISUALLY CONTRASTING STAINLESS STEEL STRIP, SEE 9.28 OPEN OFFICE CARPET TILE, BACKING &
SHEET 1/A002 FOR ACCESSIBILITY REQUIREMENTS RESILIENT BASE(BID OPTION #6)
VERTICAL SHADE - INTERMEDIATE VERTICAL SHADE (EAST / WEST 5.18
5.19
ALUMINUM FLOOR BAR-GRATING (BID OPTION #3A)
DECORATIVE PERFORATED METAL PANEL (BID OPTION #3B)
8 CONNECTION AT WALL 4 FACADE) - HEAD 5.20 DECORATIVE METAL MESH VINESCREEN
DIVISION 10 - SPECIALTIES
10.1 TOILET PARTITION
5.21 STAINLESS STEEL BOLTS AND CAPS 10.2 (NOT USED)
A705 REF: A106 SCALE: 3" = 1'-0" A705 REF: A106 SCALE: 3" = 1'-0" 10.3 METAL LOCKER
DIVISION 06 - WOOD, PLASTIC & COMPOSITES 10.4 FIRE EXTINGUISHER CABINET
6.1 WOOD BLOCK/NAILER, PRESSURE TREATED 10.5 DOOR STOP
6.2 3/4" PLYWOOD UNDERLAYMENT, FIRE RETARDANT TREATED 10.6 ALUM LIGHT SHELF, INTEGRAL COMPONENT OF
6.3 5/8" GLASS MAT FACED GYP SHEATHING CURTAIN WALL (BID OPTION #4)
6.4 PLASTIC LAMINATE 10.7 VINE SCREEN SYSTEM
6.5 SOLID-SURFACING MATERIAL COUNTERTOP 10.8 EXTRUDED ALUM LOUVER AIRFOIL (BID OPTION #2)
5.6 6.6 (NOT USED) 10.9 STAINLESS STEEL DIMENSIONAL SIGNAGE
6.7 SS SHIM AS REQUIRED 10.10 ACCESS FLOORING- 10" HIGH (LAYOUT BY MFR.)
10.11 EXTERIOR CANOPY
DIVISION 07 - THERMAL & MOISTURE PROTECTION
7.1 STAINLESS STEEL FLASHING/COUNTERFLASHING DIVISION 11 - EQUIPMENT
7.2 PVC ROOFING 11.1 MOTORIZED PROJECTION SCREEN
S.S. BOLTS 7.3 MEMBRANE EDGE FASTENER @ 12" O/C 11.2 PROJECTOR
7.4 1/4" PROTECTION BOARD
7.5 RIGID ROOF INSULATION OF AGED R=30 (UON) DIVISION 12 - FURNISHINGS
7.6 BATT INSULATION R=19 12.1 MOTORIZED WINDOW SHADE
7.7 PVC MEMBRANE FLASHING 12.2 SYSTEM FURNITURE, NIC
STEEL 7.8 EXTRUDED ALUM TRIM 12.3 ENTRANCE FLOOR MAT & FRAME
TUBE 7.9 ALUM FLASHING 12.4 RADIOMETER
7.10 FORMED SHEET SS COPING
7.11 BELOW GRADE DAMP/WATERPROOFING
5/8" DRY
7.12 SEALANT WITH BACKER ROD DIVISION 13 - EQUIPMENT
GASKET
7.13 20 GA GALVANIZED SPLASH PAN 13.1 BUILDING INTEGRATED PHOTOVOLTAIC GLASS
SEAL
7.14 DOWN SPOUT CANOPY (BID OPTION #1)
7.15 WATERPROOFING MEMBRANE
7.16 7.16 INSULATED METAL PANEL CLADDING DIVISION 14 - EQUIPMENT
2" 7.17 PVC ROOF SEISMIC JOINT COVER 14.1 HYDRAULIC HOLELESS ELEVATOR, 3500 LB
PANELTYP
CLIP & 7.18 EXTERIOR WALL SEISMIC JOINT COVER
FASTENER 7.19 INTERIOR WALL SEISMIC JOINT COVER DIVISION 21 - FIRE PROTECTION
7.20 CEILING SEISMIC JOINT COVER 21.1 FIRE SPRINKLER HEAD
SHIM, TYP 7.21 FIRESTOPPING 21.2 FIRE SPRINKLER PIPING
7.22 SAND COATED ROOF WALKWAY
7.23 METAL SPANDREL PANEL (INSULATED) DIVISION 22 - PLUMBING
7.24 THERMOPLASTIC MEMBRANE PARAPET FLASHING REFER TO P601 FOR TOILET FIXTURE SCHEDULE
VERTICAL SHADE CONNECTION AT FIN 7.25
7.26
THERMOPLASTIC MEMBRANE COVER STRIP, HOT-AIR WELDED
EXTRUDED ALUM BAR W/ FASTENERS @ 12" O.C.MAX
22.1
22.2
ROOF DRAIN
NOT USED
3 WALLS 7.27
7.28
FLOOR SEISMIC JOINT COVER
S.S. PERFORATED RIBBED METAL PANEL 36" WIDE (20 GA)
22.3 VENT THROUGH ROOF
22.4 ELECTRIC WATER COOLER
A705 REF: A106 SCALE: 1 1/2" = 1'-0" 7.29 METAL PANEL SOFFIT 22.5 KITCHEN SINK
7.30 1" RIGID INSULATION BOARD 22.6 SERVICE SINK
7.31 WATERPROOF TRAFFIC COATING 22.7 FLOOR DRAIN
7.32 COMPRESSION SEAL 22.8 FILTERED WATER SYSTEM FAUCET
7.33 SILICONE SEALANT 22.9 DUAL FLUSH TOILET
7.34 NEOPRENE SPACER (BLACK). 22.10 HIGH EFFICIENCY TOILET
7.35 OVERFLOW SCUPPER, 8" W x 6" H (BY ROOFING MFR) 22.11 LOW CONSUMPTION URINAL
7.36 1/2" FOIL-BACKED RIGID INSULATION 22.12 COUNTERTOP SINK
7.37 VAPOR BARRIER 22.13 ELECTRONIC LAVATORY FAUCET / AUTOMATIC
HSS STEEL
HANDSOAP DISPENSER, TYP.
STEEL BEAM FLANGE DIVISION 08 - OPENINGS 22.14 HAND SHOWER SET WITH SLIDE BAR
8.1 DOOR & FRAME 22.15 URINAL ELECTRONIC FLUSH VALVE
8.2 MOTORIZED OPERABLE WINDOW
ALUMINUM CHANNEL 8.3 MANUAL OPERABLE WINDOW DIVISION 23 - HVAC
8.4 AUTOMATIC DOOR BOTTOM 23.1 BOILER FLUE
8.5 THRESHOLD 23.2 DUCT
S.S. BOLTS ALUMINUM BOX-FRAME 8.6 GLAZED ALUM CURTAIN WALL SYSTEM 23.3 PERIMETER HYDRONIC HEATER
8.7 1" INSULATED GLAZING 23.4 FIRE DAMPER
8.8 FRITTED GLAZING 23.5 RADIANT CEILING PANEL
8.9 SPANDREL GLAZING 23.6 MECHANICAL SHAFT OPENING
8.10 VISION GLASS (SAFETY WHERE REQUIRED) 23.7 RADIANT FLOOR SLAB SYSTEM
8.11 (NOT USED) 23.8 MECHANICAL PIPING
INTERMEDIATE 8.12 AUTOMATIC ENTRANCE DOOR 23.9 ROOF MOUNTED MECH EQUIPMENT
VERTICAL POST EXTRUDED ALUM. 8.13 SKYLIGHT
AIRFOIL 8.14 WEATHERSTRIPPING DIVISION 26 - ELECTRICAL
EXTRUDED ALUM. SUNSHADE BLADE 8.15 MTL SECURITY GATE 26.1 LIGHT FIXTURE
AIRFOIL (TYP) 8.16 DOOR PULL 26.2 CARD READER
SUNSHADE BLADE (TYP) 8.17 AUTOMATIC DOOR OPERATOR 26.3 PHOTOVOLTAIC INVERTER
8.18 EXTRUDED ALUMINUM SUNCONTROL LOUVERS 26.4 POWER - DUPLEX
HSS STEEL 26.5 POWER - QUAD
26.6 POWER/DATA OUTLET COMBINATION
26.7 SWITCH
ELEVATION 26.8 FUTURE CCTV CAMERA
NOTE:
THE WORK SHOWN ON THIS SHEET SHALL BE INCLUDED IN OPTION ITEM #2 DIVISION 28 - FIRE PROTECTION
28.1 FIRE ALARM MANUAL PULL STATION
VERTICAL SHADE (SOUTH FACADE) -
2 HEAD & SILL, TYP. A DIVISION 32 - EXTERIOR IMPROVEMENTS
32.1 CONCRETE PAVING
A705 REF: A106 SCALE: 3" = 1'-0"

BOX FRAMED ALUM PROJECT STATUS

SHADES PANEL
SHOWN DASHED, FOR
CLARITY. PROPOSAL SET 07/23/09
CURVED NOSE. ISSUE

PLAN VIEW

VERTICAL SHADE - INTERMEDIATE BOX-FRAMED

EXTRUDED
5 POST ALUM. AIRFOIL
SUNSHADE
A705 REF: A106 SCALE: 3" = 1'-0" BLADE (TYP)

MARK DATE DESCRIPTION INITIAL

A 7/1/09 ADDED NOTE FB
S.S. BOLTS @ 12
DRAWN DATE
O.C.
S MOSHGGOU
DESIGNED DATE
R PRADHAN Moffet Field, California
CHECKED DATE
HSS SHADE W JOFFRION
SUPPORT N232 COLLABORATIVE SUPPORT FACILITY
PROJMGR DATE
WELDED TO
8/24/2009 1:09:49 PM

J GRANT
EXO-SKELETON
STEEL BEAM. REQUESTOR DATE

R&QA
R SCHULER
DATE
VERTICAL & HORIZONTAL SHADE
VERTICAL SHADE (SOUTH FACADE) - SAFETY DATE
DETAILS (BID OPTION #3)
1 SILL/HEAD SIZE CAGE CODE REV

A705 REF: A106 SCALE: 3" = 1'-0"

SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- A705 A
SCALE INDEX SHEET OF
 NOTES.
191' - 3"
1. SEE SHEET S001 THRU S004 FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS
AND INSPECTIONS
2. SEE SHEETS S005 & S501 FOR TYPICAL FOUNDATION & SLAB DETAILS.
0.8 1
3. FOR SLAB-ON-GRADE CONSTRUCTION JOINTS SEE DETAIL
0.9 S005

1 4. FOR SLAB-ON-GRADE CONTROL JOINTS SEE DETAIL

2
S005
W 5. TOP OF CONCRETE SLAB ON GRADE (T.O.C) IS -0'-10" FROM FINISH FLOOR
CO
L DATUM ELEVATION SEE CIVIL DRAWINGS FOR BENCHMARK ELEVATION.

A.8 4' -
11"
2 6. FOR SIZE AND LOCATION OF DEPRESSED SLABS, CURBS, ELEVATOR PITS,
4' - 4.3 AND SLAB OPENINGS, REFER TO ARCHITECTURAL DRAWINGS.
8" °
21' 7. ANCHOR BOLTS, INCLUDING HOLD-DOWN ANCHORS, SHALL BE TIED IN PLACE
- 10
7/8" PRIOR TO FOUNDATION INSPECTION.
90°
3 8. EXACT LOCATION OF ELEVATOR GUIDE RAIL SUPPORT POSTS SHALL BE
4.3 COORDINATED WITH THE ELEVATOR MANUFACTURER.
°

- 6"
4 10.2

19'
21' -
10 7
/8"
10 10.1
4.3° 5 9
B.9 6

0"
21' -

2' -
7 8

T
10 7/
- 0"

HSS8X8X5/8

"
TJ
8"

3'-.6
TYP
TYP 8 PLACES 4' - 11"
53'

4.3°

NS
WEST SIDE

CO
- 0"

- 0" 21' - 10 4.3° 4.3°

6"
54'

7/8"
12'

7' -

TYP
D.1 4.3° 4.3°

0"
21' - 10 7/8 4.3° 8"
21' - 10 7/

19'-
S701 "
4' - 8"
21' - 10 7/8" 21' - 10 7/8"
21' - 10 7/8" A

"
8'-.0
CJ

TYP
10' -

CJ
0"
T.O. FOOTING
T YP
1' - EL:
EL:-1'
-2'-- 0"
8" TYP HSS8X8X5/8
6" L
TYP-UNO TYP 8 PLACES W CO
- 6"

A.9

2' - 0"
TYP
4 @ EAST SIDE

0"
22'

5' -
CO CJ 5 S501
L CJ
S501 TYP 6' - 0" 7' - 11 1/4" 90 17
°
B

T
S701
E.2

TJ
NS

19' - 6"
2'-0" WIDE TYP @

CO
CONT FTG, WING WALL
T

T.O. CURB EL= 0' - 0"

TJ

CJ TYP

JT
NS

CJ TYP UNO A

NST
CO

CJ (10) 4" DIA CONDUITS

CJ
CJ 8' - 0"

CO
UNDER SLAB @ LOBBY

1' - 9"
CJ

STAIR FOOTING A

T YP
SEE PER AREA @ 18" OC, SEE TYP C

T
CJ CJ

ST J
17 ELECTRICAL DWGS.

3' - 6"
90°

T YP 1 P
CONST JT
S005 CJ 4 CJ

CON
5" SLAB ON GRADE W/ CJ
S503 1

53' - 0"
CJ

TY
' - 9"
#4 @ 18" OC EACH WAY

12' - 0"
4 S005 TYP
CJ AT MID-DEPTH, OVER 2

CONS
ENCASE COLUMNS IN 15 MIL VAPOR BARRIER STAIR S503 TYP

CONST JT
CJ FOOTING S301 TYP @ EAST
CONCRETE & PROVIDE TYP UNO S005 18

CJ
ISOLATION JOINT PER PER & WEST
D

T JT
17 ELEVATIONS
DETAILS S005 CJ
12 13
(TYP) UNO

CJ

CJ

CJ
S005 S005

JT
A

CJ
10' - 11" 5' - 0"

CONS
A

CONST JT
1

CONST JT
5

CONST JT
TYP CJ

22' - 6"
25' S501 1 S701
- 10

1' - 6"
1/2" S601
W14X176
CJ
24" x 24" x 24" TALL
(TYP) UNO T.O. CURB EL= 0' - 0"
CJ
E
PEDESTAL, TYP TYP UNO CJ 7' - 2" 2' - 6 1/2" 7' - 2"
CJ L
W CO

1' - 9"
6

T YP
SIM
A E.1

3' - 0"
25' - S503

°
90

3' - 6"
10 1 6

TYP 1' - 9"

/2"
S503 4' - 1 1/2" 5' - 7" 4' - 2"
W10X45
(TYP)UNO F

T YP
24" SQ x 24" TALL 6
25' - PEDESTAL, TYP
10 1/
2" 6' - 5"
A S301 MATCHLINE E.3 4 TYP
SEE DRAWING S212
S501
25' - 10 TYPICAL @
1/2" ALL BAYS TYP
UNO
32"x 26" x 8" THICK
25' - 10 1/2" "
SUB-PEDESTAL, TYP 25' - 10 1/2
25' - 10 1/2" A 25' - 10 1/2"
25' - 10 1/2"

F.9

13.1 13.9
225' - 11"

PROJECT STATUS

ISSUED FOR CONSTRUCTION 8/27/09

ISSUE

A 5/26/09 RELOCATED STAIR COLUMNS, REVISED COL PEDESTAL SIZES & ADDED CONDUIT QUANTITY & SPACING JN
MARK DATE DESCRIPTION INITIAL

KEY PLAN NORTH ARROW DRAWN DATE

J. NAGANO
BLDG DESIGNED DATE
TR
NORTHNO UE
J. LIVERMORE
R TH Moffet Field, California
CHECKED DATE
N.SHAH
12/18/2009 12:34:51 PM

PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
PARTIAL FOUNDATION PLAN
SAFETY DATE
NORTH WING
SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S211 A
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTES.

1. SEE SHEET S001 THRU S004 FOR GENERAL NOTES, SYMBOLS,

ABBREVIATIONS AND INSPECTIONS
2. SEE SHEETS S005 & S501 FOR TYPICAL FOUNDATION & SLAB DETAILS.

1
3. FOR SLAB-ON-GRADE CONSTRUCTION JOINTS SEE DETAIL
S005
2
4. FOR SLAB-ON-GRADE CONTROL JOINTS SEE DETAIL
S005

5. TOP OF CONCRETE SLAB-ON-GRADE (T.O.C) IS -0'-10" FROM FINISH FLOOR

DATUM ELEVATION SEE CIVIL DRAWINGS FOR BENCHMARK ELEVATION.
6. FOR SIZE AND LOCATION OF DEPRESSED SLABS, CURBS, ELEVATOR PITS,
AND SLAB OPENINGS, REFER TO ARCHITECTURAL DRAWINGS.
7. ANCHOR BOLTS, INCLUDING HOLD-DOWN ANCHORS, SHALL BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
8. EXACT LOCATION OF ELEVATOR GUIDE RAIL SUPPORT POSTS SHALL BE
COORDINATED WITH THE ELEVATOR MANUFACTURER.
HSS8X8X5/8
196' - 5" TYP 8 PLCS @
EAST SIDE
G
/8"
22' -27 OL
WC
5" SLAB ON GRADE W/
#4 @ 18" OC EACH WAY
13.1 13.9 HSS8.625X0.625 7/8" G.8
AT MID-DEPTH, OVER 20' - 11" COLS TYP 4 PLCS @ 22' - 2
15 MIL VAPOR BARRIER CONNECTOR
TYP UNO BUILDING H
7/8"

90°
10' - 0" SEE DRAWING S211
22' - 2
MATCHLINE E.3

19' -
TYP "
5' - 0" 22' - 2 7/8
5' - 0"

6"
TYP TYP
22' - 2 7/8" 22' - 2 7/8" 22' - 2 7/8" 22' - 2 7/8"

18' - 5 1/2"

CO
H.9

NS
1' - 10" 4' - 15' - 0"
11" 4' - 8"

TJ
EQUAL EQUAL

53' -
T
3'--6"
4

0"
TYP

12' -

54' -
CJ

6' - 0"
S501
W COL
G.9 F.9

0"

0"
K.1
90
°

- "

7' - 6"
19'-0
TYP

TYP

17' - 8"
T.O. CURB EL= EL: 0' - 0" "
CJ 1' - 6
TYP UNO T.O. FOOTING

5' - 0
EL:-1'
EL: -2'-0"
- 8"

CON
19' - 6"

TYP UNO
8'--0"

"
TYP

CJ

ST
TYP @ EAST

JT
& WEST

22' -
S301 18 6
ELEVATIONS

CON

6"
S503 CJ
5 TYP TOC B.O. PIT CJ L OL

CO
ST J
J A CJ S501 0'-0" -4'-0" CJ STAIR FOOTING WC

NS
CJ

CJ
SEE DETAIL

CONS

T
CJ

CONST JT

TJ
17
90° L.2

T
CJ S005 CJ
6

T
53' - 0"

CONST
12' - 0"

HSS8X8X5/8 CJ
T

TYP

JT
54' - 0"

CONST J

CJ
TYP 8 PLCS @ S503

7' - 0
CONST JT

8' - 0"
WEST END CJ M
1' - 9"

CONST JT

"
CONST JT
TYP

TOC CJ

JT
24" SQUARE x 24" TALL
K TYP

CJ
6 TYP CJ -0'-10" PEDESTAL, TYP
CJ
3' - 6"

1' - 9" TYP

6' - 0
S503

CJ
CJ
CJ

CJ

TY P
CJ

"
CJ
CJ

CJ
TYP

5" SLAB ON GRADE W/ ENCASE COLUMNS W/

CJ
TOC 8 2 4

2' - 0
2 #4 @ 18" OC EACH WAY CONCRETE & PROVIDE

TY P
-0'-10" TYP S601 S601
1 AT MID-DEPTH, OVER ISOLATION JOINT PER CJ S501

"
S005 "
1 2' - 0
22' - 6"

S701 15 MIL VAPOR BARRIER DETAILS

A TYP TY P 1"
S005 TYP UNO 12 13
TYP UNO 4' - 1
2'-0" WIDE "
CJ CJ S005 S005 4' - 8
TYP @ WING CONT FTG,
WALL CJ CJ TYP
CJ
17 5 3.4°
6' - 4 7/8" TYP
1' - 9"

W COL
TYP

L.1 S701
TYP
S501
25' -
4 1/2
"
20.2
20.1
3' - 6"

W10X45
TYP

(TYP) UNO
6 3.4° 20
1' - 9"

W14X176
TYP

°
90 (TYP) UNO 1/2"
S301 25' - 4

TYP @ ALL 3.4° 19

BAYS UNO
1/2"
25' - 4
32"x26"x8" TALL 3.4°
SUB-PEDESTAL, TYP
"
18
3.4°
A 3.4° 25' - 4 1/2
3.4° 3.4°
25' - 4 1/2" 3.4°
25' - 4 1/2" 17
25' - 4 1/2" 25' - 4 1/2"
25' - 4 1/2"
10.8 10.9 11 16
12 15
13 14
224' - 2"

PROJECT STATUS

ISSUED FOR CONSTRUCTION 8/27/09

ISSUE

A 5/26/09 REVISED COLUMN PEDESTAL SIZES & ADDED WING WALL SECTIONS JN
MARK DATE DESCRIPTION INITIAL

KEY PLAN NORTH ARROW DRAWN DATE

J. NAGANO
BLDG DESIGNED DATE
TR
NORTHNO UE
J. LIVERMORE
R TH Moffet Field, California
CHECKED DATE
N. SHAH
12/18/2009 12:34:57 PM

PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
PARTIAL FOUNDATION PLAN
SAFETY DATE
SOUTH WING
SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S212 A
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTES:
1. SEE SHEET S001 THRU S005 FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INSPECTIONS.
2. SEE SHEETS S-005 THRU S-009 FOR TYPICAL DETAILS.
3. CENTERLINE OF W COLUMNS AT GRID LINE, TYPICAL UNO.
9
4. FOR METAL DECK SECTION PROPERTIES & WELDING REQUIREMENTS, SEE DETAIL
S008
5. PROVIDE 3/4"x4.5" TALL HEADED STUDS FOR ALL BEAMS AT 1'-0" O.C. TYPICAL UNO.
EXCEPT ON ALL W14x22 BEAMS AND WITHIN THE PLASTIC HINGING ZONE AS
INDICATED IN DETAIL 15/S006.

6. INDICATES FULL MOMENT CONNECTION REQUIREMENTS PER SHEET S002, S004 AND S006.

7. NOT USED

8. C=3/4" INDICATES BEAM CAMBER.

12
9. W16x INDICATES FULL HEIGHT SHEAR TAB PER.
S007
8
10. INDICATES BOTTOM FLANGE BRACE PER TYPICAL DETAIL , EQUALLY SPACED ALONG
BEAM SPAN TYP, U.N.O. S008

0.8 11. INDICATES DRAG CONNECTION PER TYPICAL DETAIL

13
0.9 S007

1 12. NOT USED

FLOOR DECK:
13. FOR VERTICAL BRACING ELEVATIONS, SEE SHEET S501.
18 GA. 3" TYPE "W3"
FORMLOCK METAL DECK 14. SEE SHEET S211 & S212 FOR COLUMN SIZES WHICH EXTEND TO FOUNDATION. COLUMNS WITH
W
CO WITH 2" N.W. CONC. FILL
L (TOTAL THICK.=5.0") & #3 @ 2 SIZES NOTED ON THIS SHEET, BEGINS ABOVE THIS FLOOR BEAM TOP OF STEEL LEVEL.
15. TOP OF STEEL ELEVATION = 13'-3" U.NO.
16" OC EA WAY
A.8 16. FOR EDGE OF DECK DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS.
17. CONTRACTOR MAY SUBSTITUTE CASTELLATED GIRDERS IN LIEU OF THE W33X118 FLOOR GIRDERS.
4.3
°
3 CASTELLATED FLOOR GIRDERS SHALL BE ENGINEERED BY A CALIFORNIA REGISTERED STRUCTURAL
W14X22 ENGINEER, AND SUBMITTED TO STRUCTURAL ENGINEER OF RECORD FOR APPROVAL. ENGINEER SHALL
21' DESIGN GIRDERS TO COMPLY WITH THE SPECIFIED VERTICAL LOADS AND BUILDING CODE ON S001.
W16X26 - 10 A CASTELLATED BEAMS SHALL BE DESIGNED FOR THE FOLLOWING:
7/8" 4 10.2
- 6"

Mu = 1360.0 kft (MAX)

W1
10.1
19'

Vu = 45.8 k (MAX)
HSS6X6X.375 4X
22 4.3
° 5 10 LL =
L
HSS5X0.375
21' -
6 9 360

HS
B.9 W16X26 10 7
/8" 7 8 Pu = 46.2 k (MAX)

S5
W2 d = 33 in (MAX)
7X W14X22

X0
W16X26 94 4.3°
- 0"

W1

22

.37
26

4X2
53'

6
6X

4X
2

5
HSS6X6X.375 4 18. FLOOR GIRDERS ALONG GRIDS 2-9 SHALL HAVE WEB OPENING AS DETAILED IN

22
A HSS5X0.375 S311
W1

W1
21' -
- 0"

4X
- 0"

S301 10 7/

HS
22
W14X22 8" 4.3°
W1
54'

12'

S5
4X
STAIR LANDING TYP 1
D.1 W2 SIM

22

X0
7X9 W14

W1
BEAM X22 21' - 10 S602
4
A

.3
4X
7/8" 4.3° 4.3°
3/8

75
W1 1

2
90°

W1
6X 0.375 H TYP

4X2
6X

1 3 26 HSS5X S W14X22 4.3° S502 4.3°

2
W14X22 S5X 4.3°
0X

4X2
W1
HSS6X6X.375 W14X 8"
S503 S503 21' - 10 7/8 21' - 10 7/ W14X22

2
"
S1

0. 22
=1

W27 "

4X2
37

W1
X94 21' - 10 7/8" 21' - 10 7/8"
HS

2
4C

5 7 5 W14X22 TYP TYP 4 L

4X2
X0.3 H 21' - 10 7/8" 17 W CO

W1
W16X26 W1 HSS5 SS W14X22 W14X22 PLCS
A.9
11

6X 5X W14X22 W14X22 S502

W1

7' - 5 7/8"
26 W1 5 W14X22
7X

0. HSS6X6X.375
6X2 W14X22 W14X22
26
- 6"

37 W14X22 HSS

X22
.375
26

6 W27X HS
W2

5 W14X22 75 5X
6X

S501 94 5X0 0.37

22'

S5

X22
0.3
6X

W HSS 5

W14
W1

TYP @ X0 HS HSS
CO 375 75 X
B
W1

X22
.37 S5 17
X0. S5 75 HSS 0.3
5X

W14
L WINGWALL 0.3 0.37
HS
"

W27X94 5 S5 X0
1/4

5X X
TYP 3 HS .37 5X S5 5 W27X94 S701

W14
S 0.3 A
90° 2 W16 TYP 5 HS W14X22 75 HS
1

W1 S502
E.2 X26 W27X94 W27X94
C=

6X2 W16X26

19' - 6"
TYP
10'
26

S503 W27X94

5"
- 11 W1 6

W14X22
6X

18

W14X22
EDGE OF DECK- " 6X

EQ

W14X22
26 W16X A
3X1

W16X
A
W1

W16X26

W14X22
TYP 26
HSS6X6X.375

W14X22
10' - 7 1/2"
W16X26

W14X22
4"
W3

W14X22
W14X22

W14X22

W14X22

W14X22

W14X22
/
HSS6X6X.375 CONC FILL
=1 1

26
W16 W16X26 1
W/ FOAM X26 CONC W/ FOAM
W1 W1
C
22

W16X26 S701
8C

6X 6X2 A FILL @ BALCONY

26 W16X26 W16X26
4X

1/4"
W16X26
X11
22
W1

W16X26 HSS12X6X1/2

EQ
W16X
4X

(5) 4" DIA CONDUITS UNDER 3' - 2"

C=1
W33

EQ

53' - 0"
26 EQ EQ
W1

22

W14X22 SLAB @ LOBBY 18" OC 3' - 2"

12' - 0"
HSS10
9' - 0"
4X

1/4"
X118
THROUGH FOAM LAYER,

HSS10
W16

W27X
W33X201 C=1 1/4"
22
W1

W2 X26 W16X26 SEE ALSO ELECT DWGS W18X50

7X W16X26

W16X
W1
4X

1
HS

W33
94 6X2

118 C=

X6X3/8
W1
2

W16X26
W1

6 W16X26
4' -
D
4X2

X6X3/8
4X

114 C=
S5

C=1 1/4"

W33X201
11" 22 W18 BEAM FOR
X0

26
W33X201 C=1 1/4"
OPERABLE
W1

4' -
4X2

EQ
.3

6' - 0"
10 1/4"
8" W16X

W33X
75

26 PARTITION
2

1"
W1

4X2

HSS5X0.375 W18X50 W18X50 W16X26

W33X118
W1
2

W16

C=1 1/4"
4X 2
W1

4X2

22 X26 W16X26 HSS6X6X.375

W2 W18X50
X22

6' - 0"
7 1 S503
W1 X94
W1

H
X22

4X2 W16X26
W14

SS S503 3 W18X50 4
2 W16X26

22' - 6"
W14X22 5X

W16X26
TYP
X22

25'
W14

- 10 0. S301

EQ
W16X S503 S301

W16X26
1/2" 37 18
X22

26 SLAB
W14

W16X26

6' - 0"
5 OPEN
22

HSS5X0.375 PENETRATIONS 3' - 2" W16X26

OPEN
W1
E
W14

EQ

W16X
4X2 W27 EQ
22
W14X

2 X SEE MECH W16X26 3' - 2" EQ 1- HR SHAFT, SEE EDGE OF

W14 94 W16X26
W14X

HS X22 22 DWGS MECHANICAL DWGS DECK, TYP L

W CO
W14X

22
S5

26
10 1/4"

10 5/8"
W16X26

6' - 8"
X W18X50 W18X50

W14X
2

W14X22
0.
TYP 37 HSS6X6X.375
E.1

W14X22
25' - S502

EQ
5

W14X22
75 W27X W18X50
10 1 HSS5X0.3 9

W14X22
W14X22
/2" HS W14X 4

W14X22
W14X22
W14X22 W14 SIM 2

W14X22
X22 S5 22
X0 A
F

7' - 5 7/8"
.37 S503
W27X94 W27X94

1' - 9"
5

TYP
W14X22 0.375 W14X22
HSS5X HS W27X94 W27X94 W14X22 75

TYP
W16X26
S5 0.3

5"
25' - W14X W27X94
10 1/ 22 X0 W14X22 X
2" 5 .37 75 W14X22 HSS S5
TYP 5 X0.3 HS
75
5X0.
HS
S501 H SS5 S5
X0 .375 MATCHLINE HSS 0.3
375
W14X22 .37 S5X0 5X0 S 5X 4' - 11"
W14X22 5 H S SEE DRAWING S222 .375 HS W14X22 W14X22 4' - 8"
25' - 10
1/2" W14X22 SEE ARCH DETAIL W14X22
W14X22 W14X22
1 1/A702 FOR SEISMIC
25' - 10 1/2" S502 OPP HD
JOINT E.3 25' - 10 1/
2"
TYP W14X22 W14X22
25' - 10 1/2" 25' - 10 1/2"
25' - 10 1/2"

PROJECT STATUS

13.1 13.9
ISSUED FOR CONSTRUCTION 8/27/09
ISSUE

MARK DATE DESCRIPTION INITIAL

A 6/12/09 REVISED NOTE 17, REVISED BALCONY AND FIN WALL STRUCTURE. ADDED CONDUITS IN SLAB. JN
KEY PLAN NORTH ARROW DRAWN DATE
J. NAGANO
BLDG DESIGNED DATE
TR
NORTHNO UE
J. LIVERMORE
R TH Moffet Field, California
CHECKED DATE
N. SHAH
12/18/2009 12:34:59 PM

PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
PARTIAL SECOND FLOOR
SAFETY DATE
FRAMING PLAN NORTH WING
SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S221 A
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTES:
1. SEE SHEET S001 THRU S004 FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INPECTIONS.
2. SEE SHEETS S005 THRU S009 FOR TYPICAL DETAILS.
3. CENTERLINE OF W COLUMNS AT GRID LINE, TYPICAL UNO.
9
4. FOR METAL DECK SECTION PROPERTIES & WELDING REQUIREMENTS, SEE DETAIL
S008
5. PROVIDE 3/4"x4.5" TALL HEADED STUDS FOR ALL BEAMS AT 1'-0" O.C. TYPICAL UNO.
EXCEPT ON ALL W14x22 BEAMS AND WITHIN THE PLASTIC HINGING ZONE AS INDICATED
DETAIL 15/S006.
6. INDICATES FULL MOMENT CONNECTION PER SHEETS S002, S004 AND S006.

7. NOT USED

8. C=3/4" INDICATES BEAM CAMBER.

12
9. W16x INDICATES FULL HEIGHT SHEAR TAB PER. S007
8
10. INDICATES BOTTOM FLANGE BRACE PER TYPICAL DETAIL , EQUALLY SPACED ALONG BEAM
S008
SPAN TYP, U.N.O.
13
11. INDICATES DRAG CONNECTION PER TYPICAL DETAIL
S007

12. NOT USED

13. FOR VERTICAL BRACING ELEVATIONS, SEE SHEET S501.

14. SEE SHEET S211 & S212 FOR COLUMN SIZES WHICH EXTEND TO FOUNDATION. COLUMNS WITH SIZES
NOTED ON THIS SHEET, BEGINS ABOVE THIS FLOOR BEAM TOP OF STEEL LEVEL.
15. TOP OF STEEL ELEVATION = 13'-3" U.NO.
16. FOR EDGE OF DECK DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS.
17. CONTRACTOR MAY SUBSTITUTE CASTELLATED GIRDERS IN LIEU OF THE W33X118 FLOOR GIRDERS.
CASTELLATED FLOOR GIRDERS SHALL BE ENGINEERED BY A CALIFORNIA REGISTERED STRUCTURAL
ENGINEER, AND SUBMITTED TO STRUCTURAL ENGINEER OF RECORD FOR APPROVAL. ENGINEER SHALL
DESIGN GIRDERS TO COMPLY WITH THE SPECIFIED VERTICAL LOADS AND BUILDING CODE ON S001.

"
4' - 1
1" G A CASTELLATED BEAMS SHALL BE DESIGNED FOR THE FOLLOWING:
" 4' - 8 Mu = 1360.0 kft (MAX)
2 7/8 L Vu = 45.8 k (MAX)
SEE ARCH DETAIL 1 /A702 22' - O
WC L
FOR SEISMIC JOINT LL =
A SEE NOTE 19 FOR
13.1 13.9 17
S502
TYP 4
PLCS
G.8 360
Pu = 46.2 k (MAX)
20' - 11" A d = 33 in (MAX)
CONNECTOR BLDG 16 SIM 7/8"
COLUMNS, TYP 4 PLCS S007 22' - 2
FLOOR DECK: MATCHLINE W1
4X2
2 W14X22 H 18. FLOOR GIRDERS ALONG GRIDS 2-9 SHALL HAVE WEB OPENING AS DETAILED IN 6
SEE DRAWING S221 7/8" HSS5X0.375
18 GA. 3" TYPE "W3" A
B 22' - 2 HSS6X6X.375 S311
FORMLOCK METAL DECK E.3 SEE NOTE 19 FOR W14X22

75
W16X26

19' -
CONNECTOR BUILDING

.3
HSS6X6X.375
WITH 2" N.W. CONC. FILL W16X26 19. ARCHITECTURALY EXPOSED STRUCTURAL STEEL BEAMS, SEE SPECIFICATION 051200 FOR REQUIREMENTS.

(NOTE 19)

(NOTE 19)

X0
BEAMS , TYP FOR 7 BEAMS X22 4

(NOTE 19)
7X9

6"
W16X40
(TOTAL THICK.=5.0") W/ #3 @ A W14

S5
"
22' - 2 7/8 W2

W16X40

W1
HS
22' - 2 7/8" 16" OC EACH WAY HSS5X
22' - 2 7/8"

W1
0.375 A

W1

4X2
W14X22

18' - 5 1/2"
FLOOR DECK: 4' - 11" 5

6X2
4' - 8" 7
W14X22
H.9

W1
2

4X2
22' - 2 7/8" 22' - 2 7/8" 3 .3

HSS6X6X.375
18 GA. 3" TYPE "W3" 22

2
W16X26
TYP W14X X0

(NOTE 19)

6
S502 X94

W1
TY P

4X2
5"
FORMLOCK METAL DECK 5

2
H SS W27 HSS6X6X.375
WITH 2" N.W. CONC. FILL 75 SS5X0.375

4X2
5

W14
EDGE OF H

53' -
(TOTAL THICK.=5.0") W/ #3 @ TYP 1 2 .3
W14X2 0 W16X26

W14
DECK-TYP S501 SIM
F.9 X

2
S5 6

0"
X22
16" OC EACH WAY S503 W14X22 W14X22 6X2

W14
W14X22 W14X22 11"
S W1

12' -
HSS5 94
W27X 10' -

X22

HS
W14X22 H

W14
W14X22 W16X26 W14X22 37
5 X0.37

EQ
5

X22

0"
S10
W COL 0. 1
G.9

W14X
HSS6X6X.375 W14X22 W14X22 5 HSS X
K.1

X22
375 HS
S5

W14X
(NOTE 19)

(NOTE 19)
.37

(NOTE 19)
X0. 1 5X0

X6X
S5 4 S503
S W27X9

W16X26
75 HSS

W16X26

W16X26
0 .375

W14X
SS5 X0 75
HS 5X H
H 0.3 S5 26

22
X26

W14X
.37 5X S503 S
X 0.3 X0 16X

3/8
5 0.3 S W16

22
5 S 5X .37 H

W14X2
W27X94 HS W
75 S 5 W27X94

W14X2

22
W16X26 HS

W1
2

W14X2

W1
22
W27X94 W27X94

W14X2
26
W16X

6X2
W33
S503

6X2
EQ
2
W16X26

W16X26
W16X26 3' - 2"
19' - 6"

HSS6X6X.375
W14X22

2 W27X94

2
W14X22

6
W14X22

EQ

6
W14X22

W2
X11
X26
W14X22

W16X26
W16X26

EQ

2
S503 2 W16
W14X22

W16X26 W16X26 CONC FILL

22' -
W14X22

7X1
W14X22

EQ

8 C=
W14X22

W1
A S503 W16X2
6 3' - 2" W/ FOAM TYP

6"
14
L

6X2
6

W16X26
6X2 3
W16X26

1 1/
W16X26

W33
W1

C=1
1 W16X26 W16X26 OL
26

6
W16X26 4
OPEN W16X S503 WC

4"
15
J HSS6X6X.375

EQ
S701

"
X118
W16X26 W16X26 W16X26 W16X26 S301
S502 W16X26 L.2

W33X
CONC FILL W/ FOAM @ 6
W16X2

C=1
W16X26 X26 6
W16 6X2
W16X26

BALCONY PER ARCH W16X26

6X3/8

W1

W1
53' - 0"

12' - 0"

1/4"
118 C
W16X26 A W16X26

W33X11

4X2
W12X26

W1
4 C=1"
W16X26

W16X26
HSS10X

W16X26 W16X26
1/4"

3 HSS6X6X.375

4X2

2
W16X26

EQ

W1
=1 1/4
W33X118 C=1
26
W33X141 C=1 1/4"

W33X141 C=1 1/4" W16X

K S503
W27X11

4X2

2
W33X118 C=1

W1
X26 W16X26

8 C=1 1
3' - 2" W16

"
SLAB EQ W14X22

W14

4X2

2
4
7X9 EDGE OF
PENETRATIONS 6 EQ W2
W16X2

W14

5
DECK-TYP

37
HSS6X6X.375

X22
SEE MECH DWGS EQ

/4"

0.
W14
3' - 2" 2
4X2

5X
X22
W16X26
W16X
26 W1

1/4"
W16X26

SS
W16X26

W14

EQ
X22

H
W14X
W16X26 HSS5X0.375
4 W16X26

X22
W16X26 X94

W14X
TYP
22' - 6"

2
W18 BEAM FOR W27 4X2
75

W14X
S301 6 W1
W16X2

22
OPERABLE .3

W14X
W16X26 X 22 0

22
EDGE OF DECK- A PARTITION W14 5X
W16X26 SS

22

TY P
W16X26

5"
TYP W18X40
W16X26

HSS5X0.3 H W14X22
3.4°

22
94
W14X22

A W16X26 W16X26 W27X 75

W14X22

W16X26
W14X22

17 75 X22
W14X22

W COL 0.3 W14 4 1/2

"
20.2
W14X22

W14X22

22
W14X22

W14X 5X 25' -
W14X22

L.1
W14X22

W14X22

W14X22

W14X22

S701
W27X9
4
HSS5X HSS 20.1
0.375 W14X22
HSS6X6X.375 W27X94 W27X94 W14X2
2
0.3
75
W14X
22 3.4° 20
W16X26 HSS5 X
HS W27X94 W27X94 X0.37 S5 1/2"
S5 W14X22 W27X94 5 5 HS W14X22 25' - 4
X0
.37 HSS W14X22 .37
.375 HS X0 2
5 5X0 S5 W14X22 HSS W14X22 .37
5 5X0
.375 S 5 W14X2 3.4°
HSS X0 .375 HS W14X22 5X X0 HS 1 19
.37 S 5X0 S5
X0 .37
5 0.37 S5
W14X22 5 HS .37 S 5X0 5 HS W14X22 S502
1/2"
5 HS W14X22 25' - 4
W14X22 W14X22 W14X22 3.4° TYP
W14X22 W14X22 W14X22
W14X22 W14X22 2 OPP HD
3.4° EDGE OF DECK- 5 S502
TYP
3.4° 25' - 4 1/2
" 18
TYP TYP
3.4° S501 3.4°
25' - 4 1/2" 3.4°
25' - 4 1/2" 17
25' - 4 1/2" 25' - 4 1/2"
25' - 4 1/2"
10.8 10.9 PROJECT STATUS

11 16
12 15 ISSUED FOR CONSTRUCTION 8/27/09
13 14
ISSUE

MARK DATE DESCRIPTION INITIAL

A 6/12/09 REVISED NOTE 17, ADDED NOTE 19, REVISED BALCONY AND FIN WALL STRUCTURE JN
KEY PLAN NORTH ARROW DRAWN DATE
J NAGANO
BLDG DESIGNED DATE
TR
NORTHNO UE
J LIVERMORE
R TH Moffet Field, California
CHECKED DATE
N SHAH
12/18/2009 12:35:02 PM

PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY

J GRANT
REQUESTOR DATE

R&QA
R SCHULER
DATE
PARTIAL SECOND FLOOR
SAFETY DATE
FRAMING PLAN SOUTH WING
SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S222 A
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 NOTES:
1. SEE SHEET S001 THRU S005 FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INSPECTIONS.
2. SEE SHEETS S005 THRU S009 FOR TYPICAL DETAILS.
3. CENTERLINE OF W COLUMNS AT GRID LINE, TYPICAL UNO.
9
4. FOR METAL DECK SECTION PROPERTIES & WELDING REQUIREMENTS, SEE DETAIL
S008

5. INDICATES FULL MOMENT CONNECTION REQUIREMENTS PER SHEET S002,S004 AND

S006.
6. NOT USED

7. C=3/4" INDICATES BEAM CAMBER.

4.3 12
° 8. W16x INDICATES FULL HEIGHT SHEAR TAB PER.
ROOF: S007
18 GA. 1 1/2" TYPE "B"
METAL DECK 8
9. INDICATES BOTTOM FLANGE BRACE PER TYPICAL DETAIL , EQUALLY
W 4.3 S008
CO ° SPACED ALONG BEAM SPAN TYP, U.N.O.
L
A.8 HSS6X6X.375 21'
- 10
7/8"
10. INDICATES DRAG CONNECTION PER TYPICAL DETAIL
13
S007
4.3° 11. NOT USED

22
12. FOR VERTICAL BRACING ELEVATIONS, SEE SHEET S-501.
21' -

4X
W1
4X 10 7

W1
HSS5X0.375 22 /8" 4.3° 13. SEE SHEET S211 & S212 FOR COLUMN SIZES WHICH EXTEND TO FOUNDATION. COLUMNS WITH
4' - 11" SIZES NOTED ON THIS SHEET, BEGINS ABOVE THIS FLOOR BEAM TOP OF STEEL LEVEL.
4' - 8"

HS
- 6"
HSS12X6X1/2
4.3° 4.3° 14. TOP OF STEEL ELEVATION = 26'-10" U.N.O.

S5
19'
W1
4X

X0
EDGE OF 19 2 4.3° 4.3°

2
W2 2 21' - 4.3° 15. OPEN WEB STEEL JOISTS SHALL BE DESIGNED IN ACCORDANCE W/ THE MINIMUM DESIGN LOADS

.37
4X2
DECK-TYP W1 10 7/
S502 4X 4X2 8" INDICATED IN THE OPEN WEB JOIST LOADING DIAGRAM, THIS SHEET.

5
76 2
B.9

26

W1
8

6X
75 21' - 10 16. FOR EDGE OF DECK DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS.
HSS6X6X.375
A S502 HSS5X0.3 2 7/8"

W1

HS
- 0"

W1 S502 TYP 17. CONTRACTOR TO COORDINATE WITH OPEN WEB JOIST MANUFACTURER ON EXACT SIZE, WEIGHT
4X2 HORIZONTAL BRIDGING

S5
TYP @
53'

2 LOCATION OF MECHANICAL/ELECTRICAL EQUIPMENT

X22
W2 W14 TO ALLOW FOR DUCTING

X0
OWJ CONN 4X7 X22 21' - 10 7/8

90°
6 8"
21' - 10 7/

.3
" TO PASS THROUGH, NO 18. OPEN WEB JOIST MANUFACTURER MAY DESIGN FOR DOUBLE-TRUSS UNDER MECHANICAL/

TY
- 0"

W14
- 0"

W16X26

75
21' - 10 7/8"
0.375 "X" BRIDGING THIS BAY 21' - 10 7/8" ELECTRICAL UNITS IF NECESSARY.
A

P
HSS5X H
54'

A
12'

W16X26 SS 21' - 10 7/8"

5"
TYP
D.1 6' - 8 5X
B E

X22
7/8" W24 W W14X 1 19. SEE DETAIL 19 FOR BEAM TOS @ GRID LINES & = 27'-4".
X76 14X 0. 22
26

8' - 7
22 37 WT7X17 S602 17 S502

W14
W16X26 11 TYP 4
6X

TYP 1/2" 5 375

5X0. HS S502 PLCS L
W1

S502 TYP HSS S5 W14X22 TYP EACH BAY W CO

2
6' - 8

W14X
W14X
TYP
A.9

W14X2
TYP @ 7/8" BETWEEN 6 22 X0 HSS6X6X.375
HSS6X6X.375 W BEAMS JOISTS W24X .3
75 .375 HS
W14X22 W14X22 5 HSS
5X0
TYP S502 76 5X0 S5 7

W14X22

W14X22
W14X22 5 3 .375

22
SS HS .
TYP H W14X22 X0. 375
W14X22
HS HS 0
14X22 17
.37 X

W14X22

W14X22
S5 S5X W
5 37 X0. 75 5
5 5 X0 0.3
S5 X0 0.3
HS
S
W24X76 B
- 6"

W16X26 W24X76 S X0 5
9 HS W14X22 .37 X .37 S X22 75 S701
4

S501 5 S5
HS W14
11

5
22'

W24X76 HS W14X22 A
W W24X76
7X

CO S502 W24X76 19 HSS12X6X1/2

26

OPP

19' - 6"
L
W2

L7X4X1/2" (LLV) TYP @

W16X
6X

TYP @ 1 HD S502 EACH SIDE OF SKYLIGHT

H

SIM 8
W1

A
28L

COLUMNS S502
E.2 14
A
OPENINGS, C6x8.2 NOT

26
S301 W16 BEAMS FOR OPERABLE SHOWN FOR CLARITY

FT MIN PER
S502
H

TYP PARTITIONS,TYP FOR (3). SEE 1

28L

TYP
W16X26 NOTE 3 IN DIAGRAM A W16X26
W16X26 W16X26 S701

1/4"
W16X26
19 C
H

HSS6X6X.375
28L

HSS6X6X.375 OPP

SLOPE
S502 HD
H

A
28L

HSS12X6X1/2

53' - 0"
HSS10
22

12' - 0"
H
4X

.
28L

W2 8' - 7 TYP @

W27X
W1

HS

W1 4X76 1/2" 7

W16X
H SKYLIGHTS

X6X3/8
28L
S5

4X
22 TYP 8' - 7 S502
X

D
28LH
0.

114
4' - 1/2"

26
37

11" A
5

TYP 8' - 7

H
4' - 1/2"
5"
TYP

28L
8" W1 HSS5X0.375

H
4X TYP
2

22

28L

.
4X2

28LH
W2 HSS6X6X.375

28LH

W16X
H

FT MIN PER
4
90°

SS W1 X76 EDGE OF

28LH
W16X26
TY

W16X26 W16X26
W1

W16X26

28LH

TYP
5X 4X2 TYP W16X26 DECK-TYP
2
P

0.

28LH
28LH

1/4"

26
0.8 37

28LH
W16X26
GE
SIM

22' - 6"
25' SOLAR

28LH
5 2 MAU-1 8

28LH
- 10

28LH
W16X26

28LH
5

SLOPE
1/2" WATER

TO RID
S502

28LH

28LH
28LH
0.9 HSS5X0.375 TYP
HEATER W16X26
S301

28LH
W1 S501
W24 W16X26
E

28LH
4X2
X22

TYP
HS X PANELS
1 2 W14 76 W16X26

W16X26
S5 X22 TYP BTWN W16X26

W16X26
W14

W16X26

26' - 6"
X 0. JOISTS W16X26 W16X26 AHU-1 L
37 W16X26 5 W CO
5
6 TYP @ UNIT
25' - HSS5X0.3
75 W24X W16X26 S502 HSS8X8X.375
E.1
X22

7 W16X26 W16X26 W16X26 SUPPORT

W14X 6

28LH
10 1 HS
/2" W14
X22 S5 22
S502 TYP @
W16X26 W16X26 BEAM
W14

OWJ 8
X0 DAC-2 FUTURE CONN S502
.37
2 5 0.375
W24X76
30KW 100KW W24X76 HSS12X6X1/2
F

W14X
HSS5X

22
W14X22 W24X76 INV INV W14X22

W14X
W14X W24X76 W24X76 75
25' - 1 22 W14X22 HSS 0.3

22
375 W14X22 X
5X0.

W14X22
0 1/2" S5

W14X22
HS MATCHLINE 5X0. OPEN WEB JOIST BRIDGING, SIZE,
HSS S5 5 375 HS
375

W14X22
X0 SEE DRAWING S232 .37 LOCATION & DETAILS PER MFR.

W14X22
W14X22 .37
S5X0. HSS 5X0 MINIMUM OF 4 CONTINUOUS
HSS5X0.375 5 H S 5X0 S W14X22 19
.375 HS ROWS OF BRIDGING REQUIRED.
3 25' - 10
1/2" W14X22 SEE ARCH DETAIL
W14X22 10
S502 A ADDITIONAL BRIDGING MAY BE
2/A702 FOR S602 REQUIRED DUE TO WIND UPLIFT.
SEISMIC JOINT E.3
4 25' - 10 1/2
" 25' - 10 1/
2"

25' - 10 1/2" 25' - 10 1/2"

5 25' - 10 1/2"
10.1 10.2
10
6 9
7 8
13.1 13.9

WL=504plf

LL=180plf

PROJECT STATUS

H
DL= 383plf MAX
248plf MIN ISSUED FOR CONSTRUCTION 8/27/09
SLOPE PER ARC ISSUE

TOP CHORD 27'-4"

FORCE = +- 32k TO OWJ
(STRENGTH
LEVEL SEISMIC
LOAD) PER PLAN
OCCURS
ONLY @
GRIDLINE
OWJ
GRID NOTE: GRID
1. SEE SPECIFICATIONS FOR DEFLECTION REQUIREMENTS. MARK DATE DESCRIPTION INITIAL
2. AT SOLAR WATER HEATER PANELS, INCLUDE UNIFORM DEAD A 6/12/09 REVISED BALCONY AND FIN WALL STRUCTURE, DIMENSION EDGE OF DECK JN
LOAD OF 711 plf (INCLUDED CONCRETE WEIGHT).
KEY PLAN NORTH ARROW DRAWN DATE
3. CONTRACTOR TO COORDINATE WEIGHT OF OPERABLE PARTITION J. NAGANO
WALL WITH STEEL JOIST MANUFACTURER. BLDG
TR DESIGNED DATE
4. SEE ENLARGED FRAMING PLAN S602 FOR WEIGHT OF UNITS. STEEL NORTHNO UE
JOISTS SHALL ALSO BE DESIGNED FOR THE CONCRETE PAD R TH J. LIVERMORE Moffet Field, California
WEIGHT. CHECKED DATE

5. MANUFACTURER SHALL DETERMINE BRIDGING WHERE UNIT BEAMS N. SHAH

12/18/2009 12:35:06 PM

CONFLICT WITH THE TYPICAL BRIDGING. PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
J GRANT
REQUESTOR DATE

1 OPEN WEB JOIST LOADING DIAGRAM R&QA

R SCHULER
DATE
PARTIAL ROOF FRAMING PLAN
S231 NOT TO SCALE
SAFETY DATE
NORTH WING
SCALE: 1/32" = 1'-0" SIZE CAGE CODE REV
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S231 A
0' 16' 32' 64' 128' SCALE INDEX SHEET OF
 NOTES:
1. SEE SHEET S001 THRU S004 FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INSPECTIONS.
2. SEE SHEETS S005 THRU S009 FOR TYPICAL DETAILS.
3. CENTERLINE OF W COLUMNS AT GRID LINE, TYPICAL UNO.
9
4. FOR METAL DECK SECTION PROPERTIES & WELDING REQUIREMENTS, SEE DETAIL
S008

5. INDICATES FULL MOMENT CONNECTION REQUIREMENTS PER SHEET S002,S004 AND S006.

6. A
* INDICATES TOS = 27'-4" (CONTRACTOR TO VERIFY THIS TOS WITH OWJ MANUFACTURER)
7. C=3/4" INDICATES BEAM CAMBER.

12
8. W16x INDICATES FULL HEIGHT SHEAR TAB PER.
S007

8
9. INDICATES BOTTOM FLANGE BRACE PER TYPICAL DETAIL , EQUALLY SPACED
S008
ALONG BEAM SPAN TYP, U.N.O.

10. INDICATES DRAG CONNECTION PER TYPICAL DETAIL 13

S007

3.4° 11. NOT USED

G 12. FOR VERTICAL BRACING ELEVATIONS, SEE SHEET S-501.

"
2 7/8
22' - OL
13. SEE SHEET S211 & S212 FOR COLUMN SIZES WHICH EXTEND TO FOUNDATION. COLUMNS WITH
3.4° WC SIZES NOTED ON THIS SHEET, BEGINS ABOVE THIS FLOOR BEAM TOP OF STEEL LEVEL.
SEE ARCH DETAIL 2 /A702
FOR SEISMIC JOINT 13.1 13.9 22' - 2
7/8"
17 TYP 4
G.8 14. TOP OF STEEL ELEVATION = 26'-10" U.N.O.
20' - 11" 16 A 15. OPEN WEB STEEL JOISTS SHALL BE DESIGNED IN ACCORDANCE W/ THE MINIMUM DESIGN LOADS
TYP 3.4° S502 PLCS
18 GA 1 1/2" TYPE S007 A INDICATED IN OPEN WEB JOIST LOADING DIAGRAM, THIS SHEET.

W1
"B" METAL DECK MATCHLINE 4X2
2 H 16. FOR EDGE OF DECK DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS.

4X2
SEE DRAWING S231 3.4° 7/8" W1
TYP 22' - 2 HSS5X0.37 HSS6X6X.375
17. CONTRACTOR TO COORDINATE WITH OPEN WEB JOIST MANUFACTURER ON EXACT SIZE, WEIGHT

2
E.3 5

75
3.4° 3.4°
W16X26
* 22' - 2 7/8
" HSS12X6X1/2 LOCATION OF MECHANICAL/ELECTRICAL EQUIPMENT

.3

19' -
22
4X

X0
W14
3.4° 3.4° 3.4° W1
X22 6 18. OPEN WEB JOIST MANUFACTURER MAY DESIGN FOR DOUBLE-TRUSS UNDER MECHANICAL/

S5

6"
1 W14 4X7

W1
22' - 2 7/8" W2

HS
TYP W16X26 ELECTRICAL UNITS IF NECESSARY.

X22
22' - 2 7/8" W16X26
* W16X26
* 22' - 2 7/8" 22' - 2 7/8" S502 HSS5X 19

6X2
5 0.375 OPP
37

18' - 5 1/2"
. HD S502
H.9 19. SEE DETAIL 19 FOR BEAM TOS @ GRID LINES H & L = 27'-4".

6
0
* X22
**
22 X
W14

W14
EF-1 OPENING
* * W14X HSS S5

W16X26
5 S502

W16X26
W12X26 HSS6X6X.375

W16X26

W16X26
HORIZONTAL BRIDGING TO SEE MECH TYP 5X0.3 S X76
W16X26
* S501 75
75 H W24

X22
ALLOW FOR DUCTING TO 3 W16X26

53' -
2 2 0.
PASS THROUGH, NO "X" A 16 TYP W14X2 HS X W14X
22 CONC FILL OVER

W14X
F.9 S502 S5

0"
BRIDGING THIS BAY S5X STYROFOAM

12' -
S301 5 0.37 S

HS
9
W14X22
W16X26
W12X26
* W14X22 0.37 5 H
W24X
76 TYP @ ARCH DET 9/A503
*

S10
X

0"
W14X22

22
W14X22
W COL 5 S502 COLS
G.9 HSS6X6X.375
375
HS W14X22 W14X22
HSS HS
S W14X2 2 AND PER
8 6
6X211 K.1

X6X
X0. S5
* 5 W1
* * * .37
5X0 TYP

W14X22
5 6

W14X22
HS
S X0 W24 7
X

W14X22
S602 TYP @ W BM

W16X26
75 .375 6

T YP
HS 75 HS

5"
0

W16X26

W16X26
S5 26

W16X26
W14X22 .37 0.3 0.3 X

W14X22
BETWEEN

1/2
S5 X0 5 W14X22 16X S502
5 5X X S

°
X0 5 .37 S W

90
W24X76 SS W1 .37 S 5 H A S502 JOISTS W16X26
4X22 S 4X22 W24X76

P
HSS12X6X1/2 H 5 H W1

TY

W1
W24X76 TYP @
W24X76 8

6X2
19 OWJ HSS6X6X.375

W16X26 W16X26
19' - 6"

S502 TOC
W16X26

13 CONN

6
S502 19 6
29'-0" 6X2

W2
W16X26
W1

22' -
EDGE OF DECK W16X26 S502 S502 HSS8X8X5/8

7X1

W1
5 6
W16X26 6X2

6"
W1 TYP 8 PLACES
L

W16X26
W16X26

6X2
14
28L
1 S502 5 @ EAST SIDE
W16X26 OL
WC

6
HSS6X6X.375 S701 W8X40 A
J TYP @ S502 W16X26

28L
W16X26 W16X26
UNIT
L.2

H
W24X55

28L
SUPPORT 8 EDGE OF DECK
BEAM

H
S301
53' - 0"

28L
12' - 0"

HSS6X6X1/2 W16X26
TYP 8 PLACES W16X26
M

H
W16X26

28L
@ WEST SIDE SIM

H
28LH
W21X44
W16X26 HSS6X6X.375

W21X44
K

28LH
HSS6X6X.375 7

W1
HSS12X6X1/2
6
4X7

28LH

4X2
S502 W2 2

28LH
4X2

5
A
4

2
37
TYP @ W1

28LH
W27X11

0.
W21X44
L7X4X1/2" (LLV) TYP @

5X
SKYLIGHTS

28LH
28LH

18

SS
EACH SIDE OF
28LH

28LH
S602
28LH

H
SKYLIGHT OPENINGS, HSS5X0.375 19

28LH

28LH
W30X116
28LH

W14
W30X116
22' - 6"

28LH
X76
W21X44
A 2
W16X26

28LH
4X2
28LH

C6x8.2 NOT SHOWN

1' - 9"
W24 22

28LH
W16X26 W1 S502

TY P
FOR CLARITY X 75

X22
8' - 5 1/2
" W14 0.3
"
SIM 8' - 5 1/2 5X A
W16X26 W16X26 W16X26 8' - 5 1/2
" T YP HSS5X0.3 SS

W14
8 T YP A 76 H
A
TYP TYP @ W24X 2 75
S301 BETWEEN T YP 2 5 X22

TYP
4X
W14

5"

X22
W COL OWJ CONN W1 37
17 JOISTS 0. 4 1/2
"
20.2

°
L.1 25' -

90
X
S5

P
S701 8 W24X7
6 HSS5X 20.1

TY
6 HS

W14X
S502 2 0.375
2
HSS6X6X.375 W24X76
18 S502 W24X76
W 14X
0.3
75
W14X
22 20

22
X
W14X22

W14X22 S502 HSS5 5

W14X22

W14X22
HSS12X6X1/2 HS W24X76
W24X76 C=1 1/2" W24X76 C=1 1/2" X0.37 H SS 1/2"
S5 W14X22 W14X22 .37
5 5 25' - 4
W14X22

W14X22
X0 5 W14X22 HSS X0
0.37 2
.37 HS 5 5 W14X2
W14X22

W14X22

5 5X HSS .37 5X0 S

HSS S5
X0 0.37
5 HS
S5 0.3
75 5X 5X0 .375 HS 19
.37 5X X0
S5X
0.37 SS
19 W14X22 5 HSS .3 75 HS 5 H
W14X22 2 1/2"
S502 25' - 4
S502 W14X22 W14X22
18 GA 1 1/2" TYPE W14X22 TYP
4' - 11"
4' - 8" OPP HD
A "B" METAL DECK W16 BEAMS FOR "
18 OPEN WEB JOIST BRIDGING, SIZE,
OPERABLE PARTITION 25' - 4 1/2 LOCATION & DETAILS PER MFR.
5 MINIMUM OF 4 CONTINUOUS ROWS
TYP TYP FOR 3-SEE NOTE 3
25' - 4 1/2" S501 IN DIAGRAM 'A' 25' - 4 1/2" 17 OF BRIDGING REQUIRED.
ADDITIONAL BRIDGING MAY BE
25' - 4 1/2" 25' - 4 1/2" REQUIRED DUE TO WIND UPLIFT.
25' - 4 1/2"
10.8 10.9 16
11 HORIZONTAL BRIDGING
12 TO ALLOW FOR DUCTING 15
13 TO PASS THROUGH, NO
"X" BRIDGING THIS BAY
14

WL=504plf

PROJECT STATUS

LL=180plf

ISSUED FOR CONSTRUCTION 8/27/09

ISSUE
DL= 383plf MAX
248plf MIN
H
SLOPE PER ARC
27'-4"
TOP CHORD
FORCE = +- 32k TO OWJ
(STRENGTH
LEVEL SEISMIC
LOAD) PER PLAN
OCCURS
ONLY @
GRIDLINE
OWJ MARK DATE DESCRIPTION
REVISED NOTE 6, REVISED BALCONY AND FIN WALL FRAMING, ADDED EOD DIM. CHANGED INITIAL

GRID NOTE: GRID A 6/12/09 BEAM AT LINES 11 AND 20 JN

KEY PLAN NORTH ARROW DRAWN DATE
1. SEE SPECIFICATIONS FOR DEFLECTION REQUIREMENTS. J. NAGANO
2. AT SOLAR WATER HEATER PANELS, INCLUDE UNIFORM DEAD BLDG DESIGNED DATE
TR
LOAD OF 711 plf (INCLUDED CONCRETE WEIGHT) NORTHNO UE
J. LIVERMORE
R TH Moffet Field, California
3. CONTRACTOR TO COORDINATE WEIGHT OF OPERABLE PARTITION CHECKED DATE
WALL WITH STEEL JOIST MANUFACTURER. N. SHAH
12/18/2009 12:35:09 PM

4. SEE ENLARGED FRAMING PLAN S602 FOR WEIGHT OF UNITS. STEEL PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
JOISTS SHALL ALSO BE DESIGNED FOR THE CONCRETE PAD J GRANT
WEIGHT.
REQUESTOR DATE
5. MANUFACTURER SHALL DETERMINE BRIDGING WHERE UNIT BEAMS
CONFLICT WITH THE TYPICAL BRIDGING.
R&QA
R SCHULER
DATE
PARTIAL ROOF FRAMING PLAN
1 OPEN WEB JOIST LOADING DIAGRAM SAFETY DATE
SOUTH WING
SCALE: 3/32" = 1'-0" SIZE CAGE CODE REV
S232 NOT TO SCALE SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S232 A
0' 4' 12' 24' 42'-8" SCALE INDEX SHEET OF
 GRID GRID GRID GRID GRID GRID
1' - 4" EQUAL EQUAL EQUAL 1' - 4"

HSS4X8X1/2 HSS4X8X1/2 HSS4X8X1/2 TOP OF PARAPET

32'-0"

5' - 0"
7' - 0"
.
A
TOS
26'-10"

1' - 6"
2' - 0"
.
HSS4X8X1/2 HSS4X8X1/2 HSS4X8X1/2

A 8
8
S301 S301 PL PER TYP
1
HSS4X4X3/8 S301
SIM
COLUMNS, TYP

1 HSS4X4X1/2
TYP @ COLUMNS, TYP
COLS S301 400S-200-43 @ 16" OC
TYP BETWEEN STEEL
TUBES, SEE A701 TYP @ 1
COLS S301

HSS4X8X1/2 HSS4X8X1/2 HSS4X8X1/2

TOS TOS

1' - 6" 6"

.

2' - 10"

2' - 10"
13'-3" . 13'-3"
HSS4X4X3/8 TUBE HSS4X4X1/2 TUBE
HSS4X8X1/2 HSS4X8X1/2 STEEL POSTS, TYP HSS4X8X1/2 STEEL POSTS, TYP

400S-200-43 @ 16" OC
4 4 TYP BETWEEN STEEL
SIM TYP 4
S301 S301 TUBES, SEE A701
S301
TYPICAL @
COLUMNS
EAST & WEST NOTE:
SIDE FOR TUBE TO TUBE WELDED
CONN DETAILS SEE
11
S007 NOTE:
FOR TUBE TO TUBE WELDED
CONN DETAILS SEE
11
S007
TYP @ 5
BASE S301

TYPICAL END CURTAIN WALL

18 ELEVATION 6 TYPICAL CURTAIN WALL ELEVATION
S301 REF: S211 SCALE: 1/4" = 1'-0" S301 REF: S211 SCALE: 1/4" = 1'-0"

W BEAM PER PLAN W14 COLUMN PER

3000 PSI CONC
CURB & FILL PLAN
1' - 4" 1' - 8"
VERTICAL HSS W COLUMN PER
PER ELEVATION EMBEDDED PLAN 10"
3/16 W BEAM PER PLAN
BASE PLATE (2) 1/2" DIA x 4" LONG TYP
1/4"X4 1/2"X10" HEADED STUDS 3/16
13.1 & 13.9 1/4" PLATE , EA SIDE 10"
10" TYP
OF HSS
HSS HORIZONTAL FRAMING
E E
GRID

8"
PER ELEVATIONS-TYP TOP GRID
3"

& BOTTOM

3 3/4"

3 3/4"
4 1/2"

4 1/2"
HSS4X8X1/2
10"

4"

1 1/2" 1 1/2"
TYP TYP TYP
3"

1/4 HSS COLUMN-TYP

(2) 5/8" DIA A307 MB PER ELEVATION
HSS COLUMN-TYP
1/4 PER ELEVATION 3/8"x 8"x 0'-10" LONG
6 PL WHERE INDICATE
S301 TYP ON ELEVATION
HSS VERTICAL FRAMING 1/4
HSS4X4X1/2 @ BEAM SPACING PER W COLUMN PER
OCCURS @ BM ELEVATIONS PLAN
LOCATIONS
3/8" BENT PL 4"X6"X0'-6" 5
GRID 5
GRID W BEAM PER
A PLAN
(LLH)
1" METAL DECK PER A
12 METAL DECK PER PLAN
PLAN
FULL HT SHEAR TAB AND
S301 TYPICAL CURTAIN WALL FRAMING AT TYPICAL CURTAIN WALL FRAMING AT
BEAM CONN PER
12
13 PLATE CONN TO VERTICAL HSS 5 COLUMN BASE 1 COLUMN
TUBE TO PL S007 S301 REF: S301 SCALE: 1 1/2" = 1'-0" S301 REF: S301 SCALE: 3/4" = 1'-0" S301 REF: S301 SCALE: 3/4" = 1'-0"

PROJECT STATUS

HSS HORIZONTAL ISSUED FOR CONSTRUCTION 8/27/09

COL FRAMING PER ISSUE
BOTH SIDES ELEVATIONS-TYP TOP
1/4 6"
4" 1" & BOTTOM

METAL DECK PER

4"
W BEAM PER PLAN
HSS COLUMN PER 2ND FLOOR OR ROOF PLAN
BOTH SIDES
6

11"
S301 13 OPEN WEB JOIST PER PLAN
TYP
1/4 6 S301 TOS
1" 13'-3"
1/4" PLATE

2' - 10"
3' - 6"
HSS4X8X1/2 1/4" STIFFENER PL
@ BM 2" VERTICAL SLOTS W BEAM PER PLAN
MARK DATE DESCRIPTION INITIAL
3/8" BENT PL A 7/23/09 REVISED DETAILS 1, 5. CLARIFIED DETAILS 6 AND 18 JN
8"X6"X0'-6"LONG DRAWN DATE
(LLV) HSS VERTICAL J NAGANO
FRAMING @ BEAM
DESIGNED DATE
SPACING PER J LIVERMORE
ELEVATIONS Moffet Field, California
CHECKED DATE
4"

1/4 N. SHAH
PL TO FLG
12/18/2009 12:35:15 PM

& WEB
W BEAM PER PLAN PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY
1/4 J GRANT
12 1" W BEAM PER PLAN REQUESTOR DATE
S301
R&QA
R SCHULER
DATE
TYPICAL CURTAIN WALL
_TYPICAL CURTAIN WALL FRAMING AT TYPICAL CURTAIN WALL FRAMING AT SAFETY DATE
ELEVATIONS AND DETAILS
16 PARAPET SECTION AT CONNECTOR 12 TYPICAL LATERAL ONLY SUPPORT 8 PARAPET 4 2ND FLOOR SIZE CAGE CODE REV

S301 REF: S232 SCALE: 3/4" = 1'-0" S301 REF: S301 SCALE: 1" = 1'-0" S301 REF: S231 SCALE: 3/4" = 1'-0" S301 REF: S221 SCALE: 3/4" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S301 A
SCALE INDEX SHEET OF
 1' - 3"

BEAM 1'-1"
- E
GRID F
GRID
PER PLAN W.P.

3/8"X 6" LONG PL

CENTERED ON EDGE OF
GUSSET PL

GUSSET PL
NOTE:
3/8" STIFFENER WT MEMBER IS ON NORTH
PLATE 10 OPP
S501 HAND SIDE OF NORTH WING ONLY
(NOT SHOWN FOR CLARITY)
.
1/4 16 METAL DECK

CE
EXTENSION PER DETAIL S502 PER PLAN

RA
45° W BEAM PER PLAN
45° A

EB
DOUBLER PL WHERE OCCURS W.P.

PIP
@ SPECIAL MOMENT FRAME TOS
3"
26' - 10"
CONTINUITY PLS WHERE
OCCURS @ SPECIAL
MOMENT FRAME

EXTERIOR INTERIOR
OPEN WEB JOIST
INSULATION PER PLAN
HORIZ BRACING
PER PLAN
BUILDING LINE COLUMN PER PLAN

15 BRACE REINFORCING @ GUSSET PL 3"

W BEAM
SEE ENLARGED PER PLAN
S501 REF: S501 SCALE: 1 1/2" = 1'-0" DETAIL BELOW COLUMN PER PLAN W COLUMN PER
PLAN

DOUBLER PL WHERE W COLUMN PER

REINFORCING PL PER
E A
HSS PER PLAN
DETAIL
15
E HSS BRACE
OCCURS @ SPECIAL
MOMENT FRAME
PLAN
8" 2' - 0" PER PLAN
S501 16
CURB W BEAM S501
(3) #4 U-SHAPED TIES W COLUMN PER PLAN PER PLAN CONTINUITY PLS WHERE SHEAR TAB CONNECTION
(DO NOT PENETRATE OCCURS @ SPECIAL PER OPP
GUSSET PL) MOMENT FRAME 12
3/4" THICK GUSSET 1" . TYP HAND
PLATE T YP 5/16 9 1/2 1 1/2" THICK PLAN S007
A GUSSET PLATE 1/16" GAP BETWEEN PLATES 8
LEVEL 1 ABOVE ADD 1/16" THICK SHIM PLATE
3/8"X3 1/2"X3 1/2" CONC. FILLED S501
WASHER PL W/ 1 1/16" 0'-0" ALL AROUND TO ELIMINATE
METAL DECK
DIAMETER HOLE GAP
PER PLAN Second Floor
#4 @ BOTTOM, TYP 3 ERECTION BOLTS
SIDES 1 1/2" NON- 14' - 6"
PL TO WELD ALL
2' - 0"

SHRINK GROUT .
8" . COL & AROUND W.P. TOS
5/16 15 BASE PL BEAM WEB BETWEEN PLS
#4 DOWELS @ EA WP 13' - 3"
CONCRETE PAD
CORNER
48"

4"
FOOTING
.

TO FTG WELD ALL

-2'-0" AROUND .
WASHER
BETWEEN
TO BASE . W BEAM PER

27" EMBEDMENT
5/16 PLATES
PLATE PLAN
1" THICK
1/16" GAP GUSSET PLATE
1 1/2" THICK
MAXIMUM ENLARGED PL DETAIL
BASEPLATE
18"
W BEAM
.
PER PLAN

18 PILASTER REINF AROUND AB 14 TYPICAL BRACE CONN AT FOUNDATION 10 BRACE CONNECTION AT ROOF NOTE:
S501 REF: S501 SCALE: 3/4" = 1'-0" S501 REF: S501 SCALE: 3/4" = 1'-0" S501 REF: S501 SCALE: 1/2" = 1'-0" ACCESS FLOOR IS NOT
SHOWN FOR CLARITY.
SEE ARCH DWG'S CONCRETE PEDESTAL
PER PLAN FOR REINF
1/16" GAP BETWEEN PLATES SEE DETAIL
18
3' - 10 1/2" ADD 1/16" THICK SHIM PLATE S501
ALL AROUND TO ELIMINATE
2" 8 1/2" 4 1/4" 4 1/4" 8 1/2" 8 1/2" 8 1/2" 2" GAP CONC. ISOLATION JOINT PER
TYP TYP PLAN SEE CONC. PEDESTAL
4" ERECTION BOLTS 12 13 PER PLAN FOR
S005 S005 REINF SEE DETAIL 18
BEAM WEB WELD ALL S501 SIM
. AROUND FINISHED GRADE
BETWEEN PLATES CONC. SLAB ON GRADE PER CIVIL
2"

PER PLAN W.P.

Level 1
4"

TOC 12 0' - 0"

-2'-0"
13
1' - 7 1/4"

WELD ALL

-
1 1/2" THICK -0'-10" S501
AROUND GUSSET PLATE TOF S501
BETWEEN .
F
GRID PLATES -2'-0"
4"

A ENLARGED PLATE DETAIL

2' - 6"
2"

5/16 (12) 1 1/2" DIA F1554 1' - 1"

GR-55 BOLTS DOUBLER PL

CLR
WEB WHERE OCCURS AT #6 @ 6" OC LONGITUDINAL TOP & BOT

3"
EXTERIOR 5/16 14
1 1/2" PLATE SPECIAL MOMENT PROVIDE (5) ADD'L #6 BARS x 18'-6"
W COLUMN S501
FRAME LONG @ 6" OC @ BOTTOM (STAGGER
PER PLAN W14 COLUMN PER 3" CLR
HSS BRACE W/ TYP BARS) CENTERED UNDER
PLAN BUILDING LINE W COLUMN PER PLAN 32"x26"x8" TALL TYP
PER PLAN COLS
CJP @ 14 SUB-PEDESTAL
FLANGE WASHER PER #5 @ 12" OC TRANSVERSE TOP & BOT, #3 TIES @ 6" OC
. S501 EXTERIOR INTERIOR
5/16 PROVIDE (5) ADD'L #5 BARS x 10'-0" LONG AROUND ANCHOR
9 1/ 2" A
@ 12" OC @ BOTTOM (STAGGER W/ TYP BOLTS
COLLECTOR BM BARS) CENTER UNDER BOTH COLS
CONNECTION
PER 13 COLUMN BASEPLATE 5 TYPICAL BRACED FRAME ELEVATION
13
S007 S501 REF: S501 SCALE: 1" = 1'-0" S501 REF: S211 SCALE: 3/8" = 1'-0"
TYP

W BEAM PER PLAN

2"

W BEAM PER
WELD PLAN PROJECT STATUS
CONTINUITY PLS WHERE
CONN TO .
CL OCCURS @ SPECIAL
COL PER 1' - 8"

13
BEAM
PLAN
MOMENT FRAME
GRID ISSUED FOR CONSTRUCTION 8/27/09
2" 4" 4" 4" 4" 2" (12) 1" DIA F1554
S007 WP GR-55 BOLTS W/
ISSUE

27" EMBED. CONTINUITY PLS WHERE

W BEAM W BEAM 3" OCCURS @ SPECIAL
PER PLAN FOOTING
PER PLAN MOMENT FRAME

GUSSET TO W BEAM PER PLAN

2"

. CONC. SLAB ON
COL. & BM 5/16 15
GRADE PER PLAN 8"
(1) #4 TOP & BOTTOM
6"
EQUAL

Level 1
3" 4 1/8" 3"

3/4" THICK
0' - 0"

10"
2' - 2 1/8"

GUSSET PL
A 5/26/09 REVISED BRACE CONNECTIONS AND PEDESTALS JN
MARK DATE DESCRIPTION INITIAL
TOF
EQUAL

-2'-0"
DRAWN DATE
SUBGRADE
DOUBLER PL J NAGANO
6"

PER

2' - 6"
WHERE OCCURS @ 2 DESIGNED DATE
SPECIAL MOMENT CONTINUITY PLS WHERE #4 TIES @ 12" OC J LIVERMORE Moffet Field, California
S005
2"

FRAME OCCURS @ SPECIAL CHECKED DATE

MOMENT FRAME N SHAH
12/18/2009 12:35:28 PM

2" 8" 8" 2" BUILDING LINE N232 COLLABORATIVE SUPPORT FACILITY
1 1/2" PLATE PROJMGR DATE
COLUMN PER PLAN #4 BAR @ 12" OC (3) #4 BARS TOP & J GRANT
1' - 0" 1' - 0"
BOTTOM LONG LAP REQUESTOR DATE
W10 PER COLUMN BARS INTO PAD FTG R SCHULER
PLAN
R&QA DATE
SECTIONS AND DETAILS
SAFETY DATE

16 BRACE CONNECTION AT 2ND FLOOR 12 EXTERIOR COLUMN BASEPLATE 8 BEAM TO BEAM CONN. AT 2nd FLOOR 4 CURB FOUNDATION DETAIL SIZE CAGE CODE REV

S501 REF: S501 SCALE: 3/4" = 1'-0" S501 REF: S501 SCALE: 1" = 1'-0" S501 REF: S501 SCALE: 1/2" = 1'-0" S501 REF: S211 SCALE: 3/8" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S501 A
SCALE INDEX SHEET OF
 HSS5x5x1/2

SKYLIGHTS 4
GRID
H
GRID A2 PER DETAIL 12 METAL DECK
PER PLAN OF BEAM
METAL DECK PER PLAN S602
BEAM TO COLUMN METAL ROOF DECK PER PLAN 1/8
CONN PER 1/2" CAP PLATE TYPE "B" PLATE BEAM
12 CONCRETE FILLED METAL PER PLAN
S007 COLUMN TO EXTEND TO DECK PER PLAN 3/8" GUSSET PL
UNDERSIDE OF METAL
R ARCH SLOPE P
DECK SLOPE PE ER ARCH
W BEAM PER PLAN CLOSURE PLATE
PER DET HSS
TOS 18 L7x4x1/2 (LLV) SUPPORT PER PLAN
S008

1"
SEE NOTE 1 FRAMING LOCATE PER

TYP
OPEN WEB STEEL
TOS UNDER EDGE OF SKYLIGHT JOIST, PER PLAN

1" GAP
26'-10" WELD ACCESS

1"

1' - 4 1/2"
TYP
. HOLES HSS PER PLAN
3/4" PUDDLE
3/16 WEB TO VERT
18" MIN. CONC. WIDTH WELD

2"
3/16 LEG OF ANGLE
BETWEEN @ 12" OC
3/16 WP

1'-9"
3"
EDGE AND FOAM 3/8" GUSSET PL

.
SLOT SHEAR TYP, SLOT

2"
TAB @ 3/8" STIFFENER PLATE HSS ON
CONTINUITY PLATES WELD BOTH .
CONTINUITY
PL ATE
WHERE OCCURS
(2) 1/2" DIAM (A307) MB 8"
W BEAM PER PLAN CJP WEB &
FLANGES
SIDE OF 1/4 7 B
GRID
GUSSET PL
W BEAM PER NOTE: W/ 1" SLOTTED CONN .
MIN.
PLAN 1. CONTRACTOR TO VERIFY C6X8.2 SUPPORT
WITH OWJ 1/2"x8"x0'-7" PLATE W BEAM, SEE PLAN UNDER EDGE OF TYP
W COLUMN PER MANUFACTURER EACH SIDE OF TUBE SKYLIGHT 1/4
PLAN (2 TOTAL) SUPPORT POST PER PLAN COL PER PLAN

19 STEEL BEAM CONN AT COLUMN 15 SECTION AT ELEVATOR PIT/SHAFT 11 ROOF BEAM CONN @ RIDGE 7 ANGLE/DECK CONNECTION AT JOIST 3 BRACE DETAIL BETWEEN BEAM
S502 REF: S231 SCALE: 3/4" = 1'-0" S502 REF: S222 SCALE: 1" = 1'-0" S502 REF: S231 SCALE: 3/4" = 1'-0" S502 REF: S231 SCALE: 3/4" = 1'-0" S502 REF: S221 SCALE: 3/8" = 1'-0"

METAL DECK PER B

GRID GRID GRID
PLAN HSS6X6X1/4
HSS MEMBER & (SEE NOTE 1)
WELD CONNECTION PER OF BEAM
METAL DECK PER
PLAN
TO BEAM PER
6
GRID DECKING PER PLAN PLAN
S502
W COLUMN PER
PLAN ROOFING PER ARCH WP GRID
PER
. CONTINUITY PL WHERE

1' - 9"
MANUF BEAM BEAM
OCCURS @ SMF
TOS TOS CLOSURE PL PER PER PLAN PER PLAN
26' - 10" 26' - 10" TYPICAL DETAILS
CL OF CL OF
BEAM BEAM
TOS
GRID 26'-10"
TYP, SLOT HSS

TY "
P
1
3/8" GUSSET
ON WELD
W BEAM PER PLAN PL
NOTE: BOTH SIDE OF
1/4 7
DO NOT PROVIDE GUSSET PL

TY
TUBE 1" THICK PLATE @ NON-SMF HSS PER
WELDING WITHIN

P
PER CONNECTIONS & 1 1/4" PLAN, TYP
W BEAM PER PLAN 6 THICK @ SMF CONNECTIONS W BEAM PER PLAN THE RBS PROTECTED
OPEN WEB JOIST PER S502 TYPICAL REGION.
3" 4 1/2" CL OF CL OF
PLAN, IF REQ'D BY MFR, HSS HSS
BEAM
TYPICAL BEAM W BEAM PER PLAN EXTEND BOTTOM
PER PLAN
CONNECTION FOR W16 CHORD TO STABILIZER
MEMBER AT W21 (4 BOLTS) PLATE FOR STABILIZER
PLAN NOTE:
1. CONTRACTOR TO VERIFY WITH OWJ MANUFACTURER
EA SIDE
OF BEAM
PER DETAIL PLATE CONN 1" THICK PLATE @ NON-SMF TYP 1/4
12 CONNECTIONS & 1 1/4" 2. DO NOT PROVIDE WELDING WITHIN THE RBS PROTECTED TYPICAL
SEE DETAIL 6 REGION.
S007 THICK @ SMF CONNECTIONS
S502

STEEL WIDE FLANGE BEAM TO BEAM 16

S502
GRID ROOF DECK TO ROOF BEAM
18 CONNECTION AT ROOF 14 OWJ CONN AT BEAM TUBE PER 6
6 CONNECTION 2 HSS/BEAM BRACE DETAIL
TOP CHORD OF OWJ
S502 REF: S232 SCALE: 3/4" = 1'-0" S502 REF: S231 SCALE: 3/4" = 1'-0" S502 S502 REF: S231 SCALE: 3/4" = 1'-0" S502 REF: S221 SCALE: 1/2" = 1'-0"

METAL DECK PER

ELEVATOR HOIST BEAM PLAN
PER PLAN WHERE REINFORCEMENT
A OCCURS CONC PAD FOR
10
GRID MECH UNIT PER 8
PL TO S602
OWJ TYP, SLOT
W BEAM PER PLAN 1/4
BEAM CONNECTION HSS ON
W BEAM PER PLAN PER DETAIL WELD BOTH
12 SIDE OF 1/4 7
1/2" 5/8" PLATE METAL DECK
S007 12 PER PLAN GUSSET PL
GAP CONN PER DETAIL BEAM
GRID
A.9 S007
2"

WP PER PLAN
W BEAM PER
PLAN
A
GAP

3/8" STIFFENER
B
GRID
1"

PLATE CONTINUITY PL OWJ PER PLAN HSS HSS

WHERE OCCURS PER PLAN PER PLAN
FOR BOLTS &

'd'
.
BEAM CONN 7"
12 P
REFER TO DETAIL TY

TY "
1/4

P
1
S007 W BEAM PER WEB TO
1/2 VERT & HORIZ
BENT PL
PLAN
1 1/2"
3/16
& STIFF PL ELEVATION 1/4
1/2 3/8" GUSSET PL
5 1/2"x12"x1/4" GUSSET PL
PLATE W/ 1/2" DIA OPEN WEB BEAM PER PLAN TO BM WEB BAY
W COLUMN PER JOIST PER PLAN 1/4
(A307) MB @ 3 1/2"
PLAN 3/8"x'd'x6"x0'-6"
BEAM GAGE 7"x0'-6"x3/8" PLATES
W BEAM PER PLAN LONG BENT PL.
W/ 5/8" DIAM. A307 BOLT W/
NOTE:
HSS, SEE PLAN 2" VERT. SLOTTED HOLE
MANUFACTURER TO DETERMINE BRIDGING WHERE UNIT SUPPORT
CENTERED
BEAMS CONFLICT WITH TYP BRIDGING

17 BEAM TO COLUMN CONNECTION 13 CONN @ HOIST BEAM AND HSS 9 OWJ CONN AT COLUMN 5 BEAM CONNECTION TO OWJ 1 GUSSET PL HSS BRACE DETAIL
S502 REF: S221 SCALE: 3/4" = 1'-0" S502 REF: S232 SCALE: 1 1/2" = 1'-0" S502 REF: S231 SCALE: 3/4" = 1'-0" S502 REF: S231 SCALE: 1" = 1'-0" S502 REF: S221 SCALE: 3/8" = 1'-0"

PROJECT STATUS
NOTES:
1. FIELD FIT CONNECTIONS AT EACH END OF BRACE.
GRID 2. L4x4x3/8 BRACE SHALL BE INSTALLED AFTER ROOFING IS INSTALLED
TO METAL DECK.
OPEN WEB JOIST
TOP CHORD
ISSUED FOR CONSTRUCTION 8/27/09
3/8 ISSUE
STEEL DECK L4X4X3/8 BRACE
CAP PL TO SEE PLAN
COL
1/4
BAR JOIST
SEAT PER OPEN WEB JOIST
MFR TOP CHORD L4X MIN
1
PLATE 5/16 1
PER 9
S502

6" 5/16 L4X4X3/8 MARK DATE DESCRIPTION INITIAL

W BEAM BRACE A 6/12/09 ADDED DETAIL 17 JN
PER PLAN 3/16 1
1 DRAWN DATE

BAR JOIST J NAGANO

3/16 SEE PLAN DESIGNED DATE
A A J LIVERMORE Moffet Field, California
W BEAM CHECKED DATE
L4X4X3/8 BRACE W BEAM PER PLAN N SHAH
12/18/2009 12:35:34 PM

PER PLAN 24" 24" N232 COLLABORATIVE SUPPORT FACILITY

6"

PROJMGR DATE
J GRANT
EXTEND BOTT CHORD REQUESTOR DATE
AS SHOWN TO STABILIZER R SCHULER
1/2" STABILIZER PLATE AT
1"
GAP W COLUMN DO NOT WELD
TO BOTT CHORD
PLATE R&QA DATE
SECTIONS AND DETAILS
SECTION A-A SAFETY DATE

16 SECTION AT OWJ TO W COLUMN 8 TYPICAL BRACING TO OPEN WEB JOIST SIZE CAGE CODE REV

S502 REF: S501 SCALE: 3/4" = 1'-0" S502 REF: S231 SCALE: 1" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S502 A
SCALE INDEX SHEET OF
 10.1
GRID 10.2
GRID 10.1
GRID 10.2
GRID C
GRID D
GRID

BUILDING LINE BUILDING LINE

9
S701
2' - 6" B W BEAM
PER PLAN HSS10X6X3/8
HSS6X6X.375 TOS HSS10X6X3/8 TOS
HSS6X6X.375 TOS
26' - 10" 26' - 10" 26' - 10"

HSS6X6X.375 HSS6X6X3/8
HSS6X6X.375 HSS6X6X.375
B

W BEAM PER
PLAN TYP.
1/4 LOUVER SHADE TUBE
STEEL SUPPORTS BY

4' - 6"
OTHERS

4' - 6"
LOUVER SHADE LOUVER SHADE
TUBE STEEL TUBE STEEL
SUPPORTS BY SUPPORTS BY
OTHERS OTHERS (BEYOND)
HSS6X6X3/8 HSS8X8X5/8
HSS6X6X.375 LOUVER SHADE TUBE
HSS8X8X5/8

10' - 0"
STEEL SUPPORTS BY

10' - 0"
OTHERS

1/4

7' - 0"
1/4 HSS8X8X5/8
.TYP
.TYP 1/4
1/4

5' - 0"
CONCRETE 5" CONCRETE ON 5"
FILLED METAL 1' - 0" THICK FOAM LAYER 1' - 0"
HSS8X8X5/8 DECK PER PLAN 16 5" CONCRETE ON 5"THICK @ BALCONY
ACCESS FLOOR FOAM LAYER @ BALCONY
S701
METAL DECK 1/4 PER ARCH HSS6X6X.375
TYP. Second Floor
PER PLAN 1/4 Second Floor Second Floor
14' - 6" 14' - 6" 14' - 6"

1' - 3"
HSS8X8X5/8 HSS6X6X.375
HSS6X6X.375
HSS10X6X3/8 HSS6X6X.375
HSS8X8X5/8
HSS6X6X.375
B HSS10X6X3/8
HSS6X6X.375 W BEAM HSS6X6X3/8
B PER PLAN
HSS6X6X.375

4' - 5 3/8"
W BEAM PER
PLAN 1/4
LOUVER SHADE TUBE .TYP
STEEL SUPPORTS BY 1/4
HSS10X6X3/8 OTHERS LOUVER SHADE TUBE
STEEL SUPPORTS BY

5' - 0"
OTHERS
5' - 0"
LOUVER SHADE
LOUVER SHADE TUBE STEEL
TUBE STEEL SUPPORTS BY
SUPPORTS BY OTHERS (BEYOND)
OTHERS
1/4
HSS6X6X3/8 TYP .
HSS6X6X.375 1/4

11' - 0"
11' - 0"

7' - 6"
2' - 6"

TYP

5' - 6"
5' - 6"

4
S701

Level 1 Level 1 Level 1

0' - 0" 0' - 0" 0' - 0"

8'-9" DEEPX2'-6" DIA

FLAGPOLE FOOTING 8'-9" DEEPX2'-6" DIA
SEE DETAIL FLAGPOLE FOOTING
8 SEE DETAIL
S701 8
S701

A
A A

17 WING WALL FRAMING @ END 9 WING WALL FRAMING @ BALCONY 1 WING WALL SECTION @ BALCONY
S701 REF: S701 SCALE: 3/8" = 1'-0" S701 REF: S211 SCALE: 3/8" = 1'-0"
S701 REF: S211 SCALE: 3/8" = 1'-0"

PROJECT STATUS

HSS COLUMN
D
GRID C
GRID PER PLAN 4
ISSUED FOR CONSTRUCTION 8/27/09
#5 BARS @ 12" OC S701
ISSUE
HSS COLUMN PER PLAN
6"

A 1' - 2"
6"

7" #4 LONG BAR EA SIDE

WALL PANELS PER
1' - 0"

ARCH DWGS
4"

6"
15" TALL CLOSURE PL 5" CONRETE OVER 5" THICK
PER DETAIL FOAM LAYER

6"
15
S008 CONC FILLED METAL

1' - 0"
DECK
(3) #3 SPIRAL TIES FB

4"
Second Floor B 6/12/09 CHANGED HSS BEAMS TO W BEAMS IN DETAILS 9 AND 17
WITHIN TOP 6" MARK DATE DESCRIPTION INITIAL
14' - 6"
5" 5" 5"

#4 Z BARS @ 18" OC A 5/26/09 ADDED NEW WING WALL SECTIONS AND DETAILS JN
CAP & FOOTING
DRAWN DATE
REBAR PER
8'-0"
NTS

J NAGANO
.

DETAIL
(6) #5 VERT BARS 30" DIA FOOTING DESIGNED DATE
EQ SPACED J LIVERMORE Moffet Field, California
2" 2" CHECKED DATE
HSS BM PER PLAN CLR HSS BM PER PLAN N SHAH
CLR
12/18/2009 12:35:50 PM

HSS BM PER PLAN PROJMGR DATE N232 COLLABORATIVE SUPPORT FACILITY

1' - 0" #3 SPIRAL TIES
(BEYOND) J GRANT
@ 10" OC
REQUESTOR DATE
TYP
R SCHULER
6"

HSS COLUMN PER

PLAN
2' - 6" R&QA DATE
DETAILS
DIAMETER SAFETY DATE

16 SECTION THROUGH BALCONY 8 WING WALL COLUMN FOOTING 4 WING WALL FOOTING SECTION SIZE CAGE CODE REV

S701 REF: S701 SCALE: 3/8" = 1'-0"

A
S701 REF: S211 SCALE: 1/2" = 1'-0" S701 REF: S701 SCALE: 1/2" = 1'-0"
SUPERVISOR
S FRANKEL
DATE
D 25307 A232-0800- S701 BA
SCALE INDEX SHEET OF