Attachment 24 - Seed project RTA - 942 South - 1Jun17.pdf
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SHEET
IDENTIFICATION
D ra w in g C od e:
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Ap p r ov ed
F u n ct io na l A de qu ac y:
Ap pr ov ed
Pr ep ar ed
U nd e r th e D ire c t io n of
Pr ep ar ed b y:
SA
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US Army Corps of Engineers Sacramento District
C hi ef , D es ig n Br an ch
C hi ef , E ng in ee rg in g
D iv is io n
C hi ef , A rc h.
D es ig n
Se ct io n
D at e:
C ol
C or ps o f E ng in ee rs
US Army Corps of Engineers ®
/s / S co tt
Ti nc he r, P.
E.
/s / M ar k
K.
B ag le y
JU
N E
D at e:
JU
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D at e:
JU
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JU
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1 2 3 4
DISTRIBUTION STATEMENT A
Approved for public release; distribution is unlimited.
B9
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G-001
C O
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B942 SOUTH SQUAD OPS SAPF
UPGRADE
AZ
P2 #464765 P2
RTA SUBMITTAL
M
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N
TI
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ELUKE AFB
9-
-0
SHEET INDEX
Sheet Number Sheet Name
TELECOMM
TD101 TELECOMMUNICATIONS DEMO
T-010 SPECIFICATIONS
T-100 LEGEND
T-101 TELECOMMUNICATIONS PLAN
T-501 TELECOMMUNICATION DETAILS
SHEET INDEX
Sheet Number Sheet Name
MECHANICAL
MD101 HVAC DUCT DEMOLITIONPLAN
MD102 HVAC PIPING DEMOLITION PLAN
MD103 HVAC PIPING DEMOLITION PLAN (NORTH)
M-001 GENERAL MECHANICAL NOTES
M-101 HVAC DUCT PLAN
M-102 HVAC PIPING PLAN
M-501 DETAIL
ELECTRICAL
ED101 ELECTRICAL DEMO PLAN
E-010 SPECIFICATIONS
E-100 ELECTRICAL LEGEND
E-101 POWER PLAN
E-102 LIGHTING
E-103 SECURITY PLAN
E-104 FIRE ALARM PLAN - AREA A
E-105 FIRE ALARM PLAN - AREA B
E-401 ENLARGED VESTIBULE PLAN
E-501 LIGHTING DETAILS
E-502 POWER DETAILS
E-503 FIRE ALARM DETAILS
E-601 SECURITY DIAGRAMS
E-602 PANEL SCHEDULE
SHEET INDEX
Sheet Number Sheet Name
GENERAL
G-001 COVER SHEET
G-010 SPECIFICATIONS
G-101 VICINITY MAP
G-102 BASE MAP / CONTRACTOR HAUL ROUTE
ARCHITECTURAL
AD101 FLOOR PLAN - EXISTING
AD102 FLOOR PLAN - DEMOLITION & NEW SAPF AREAS
A-001 ARCHITECTURAL NOTES & ABBREVIATIONS
A-002 WALL TYPES
A-010 ARCHITECTURAL & INTERIOR DESIGN
SPECIFICATIONS
A-101 FLOOR PLAN - NEW
A-510 TYPICAL SUSPENDED CEILING DETAILS
A-520 TYPICAL DOOR DETAILS
A-550 TYPICAL WALL DETAILS
A-590 TYPICAL SEALANT DETAILS
A-620 DOOR AND FINISH SCHEDULE
LIFE SAFETY
F-101 LIFE SAFETY PLAN
FX101 FIRE PROTECTION PLAN
FX701 SHEET SPECIFICATIONS
TOTAL: 44 SHEETS
LUKE PROJECT # FY-16 NUEX 1030707
Attachment 24 - FA488721R0003 Seed Project RTA - 942 South
1 2 3 4
D ra w n
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US Army Corps of Engineers ®
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D a t e:
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GENERAL NOTE:
THE CONTRACTOR IS REQUIRED TO ABIDE BY ALL APPLICABLE REQUIREMENTS OF
THE UNIFIED FACILITIES GUIDE SPECIFICAIONS (UFGS) FOR AIR FORCE PROJECTS.
THE INFORMATION PROVIDED HERE IS IN ADDITION TO THE APPLICABLE
REQUIREMENTS OF THE UFGS. ADDITIONAL FRONT-END SPECIFICATIONS PROVIDED
IN A SEPARATE DOCUMENT.
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION:
THE CONTRACTING OFFICER SHALL APPROVE THE CONTRACTOR'S DEMOLITION
AND DECONSTRUCTION PLAN PRIOR TO THE START OF WORK. THE PLAN MUST
INCLUDE DESCRIPTIONS OF HOW EXISTING CONSTRUCTION TO REMAIN WILL BE
PROTECTED, METHODS OF DEMOLITION, METHODS OF DECONSTRUCTION,
MATERIALS TO BE SALVAGED OR REUSED, MATERIALS TO BE RECYCLED, AND
MATERIALS TO BE DISPOSED OF. DEMOLITION WASTE SHALL BE DIVERTED TO THE
GREATEST EXTENT POSSIBLE.
PATCHING: WHERE REMOVAL LEAVES HOLES OR DAMAGED FINISH SURFACES,
PATCH AND REPAIR TO MATCH ADJACENT SURFACES. WHERE NEW WORK IS TO
BE APPLIED TO EXISTING SURFACES, PATCH TO PRODUCE SURFACE SUITABLE FOR
RECEIVING NEW WORK. PATCHED SURFACES SHALL BE FLUSH AND MATCH
EXISTING ADJACENT SURFACES AS CLOSELY AS POSSIBLE. SALVAGE
MECHANICAL FIXTURES, MOTORS AND MACHINES, AND TAG FOR IDENTIFICATION.
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1 2 3 4
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PLAN NORTH
VICINITY MAP
NOT TO SCALE
EL
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AG
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LUKE AFB
LUKE AFB
TO PHOENIX
PROJECT LOCATION
INDIAN SCHOOL RD.
NORTHERN PKWY.
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LUKE AFB PROJECT
OFFICE
ARIZONA
1 2 3 4
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PLAN NORTHLOCATION MAP / CONTRACTOR HAUL ROUTE
NOT TO SCALE
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NOTE: COORDINATE WITH CUSTOMER AND COR TO DETERMINE LAYDOWN AREA.
HAUL ROUTE
SOUTH GATE VISITOR CENTER /
VEHICLE INSPECTION AREA
1 2 3 4
D ra w n
By
D es ig ne d by
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Si ze
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N am e:
D at e :
Pr oj e c t N o:
US
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NTSAD101
1 AS-BUILT W/ EXISTING CONSTRUCTION LAYOUT
NOTE: AS-BUILT NOT TO SCALE,
PROVIDED FOR INFORMATION ONLY
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PROJECT BOUNDARY
49' - 9 1/2"
20' - 0"
6' - 6"
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
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CO
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R ev ie w ed b y:
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N o:
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1/8" = 1'-0"AD102
2 FLOOR PLAN - NEW SAPF BOUNDARY
PLAN NORTH
8 6 4 2 0 8 16
SCALE: 1/8"=1'-0"
1/8" = 1'-0"AD102
1 FLOOR PLAN - DEMOLITION
Keynote Legend
Key Value Keynote Text
1 REMOVE (E) DOOR AND WALL; PREPARE FOR NEW DOOR AND WALL CONSTRUCTION.
2 REMOVE (E) WALL; PATCH AND PAINT AFFECTED AREAS TO MATCH (E). SEE A-101.
3 REMOVE (E) WALL; PREPARE FOR NEW WALL CONSTRUCTION. PATCH AND PAINT AFFECTED AREAS TO MATCH (E). SEE A-101.
4 REMOVE (E) FURRED OUT STUDS AND GWB; PREPARE FOR REPLACEMENT WITH NEW STUDS, SOUND BATT INSULATION, AND
2 LAYERS GWB (MIN. 50 STC).
5 REMOVE (E) VAULT DOOR; PREPARE FOR INSTALLATION OF (N) VAULT DOOR.
6 REMOVE (E) VAULT DOOR; PREPARE FOR INSTALLATION OF (N) EXIT-ONLY VAULT DOOR.
7 REMOVE (E) DOOR AND FRAME; PREPARE FOR INSTALLATION OF (N) DOOR AND FRAME.
8 REMOVE (E) DOOR; INFILL WITH STUD WALL TO MATCH (E) ADJACENT. PATCH AND PAINT TO MATCH (E).
NEW SAPF BOUNDARY
M
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PR
KEY PLAN
SHEET NOTE: A GOVERNMENT REPRESENTATIVE MUST BE
PRESENT WHILE ANY WORK IS OCCURING IN THIS AREA DUE TO
CLASSIFIED OPERATING EQUIPMENT.
ACT
ADDL.
ALUM
ANOD.
B.O.
BU
BLDG
BLKG
BRG
CLG, CEIL'G
CLR
CMU
CNTRSUNK
C.O.
CO2
COL
COMM.
COMP
CONC
CONT
CORR.
CT
D.B.G.
DBL.
DET.
DEPT.
DIM.
DN
DS
DWGS
DWD
EA
EL.
ELEC.
ELEV
EMERG.
EPS
EQ
EQUIP
EXIST
EXP†
EXTING.
EW
EWC
F.H.
F.H.W.S.
FD
FEC
FEH
FF, FFL.
FIN
FLASH
FLR
F.O.C.
FOM
FOS
FS
FT
FTG
GA
GALV.
G.S.U.
GWB
HC
HDWD
HGHT, HT
HR
HSS
HVAC
ICF
INSUL
JAN
JT
LG
ACOUSTICAL CEILING TILE
ADDITIONAL
ALUMINUM
ANODIZED
BOTTOM OF
BUILT UP
BUILDING
BLOCKING
BEARING
CEILING
CLEAR
CONCRETE MASONRY UNIT
COUNTERSUNK
SONCRETE OPENING
CARBON DIOXIDE
COLUMN
COMMUNICATIONS
COMPOSITION
CONCRETE
CONTINUOUS
CORRIDOR
CERAMIC TILE
DISTANCE BETWEEN GUIDES
DOUBLE
DETAIL
DEPARTMENT
DIMENSIONS
DOWN
DOWNSPOUT
DRAWINGS
DRINKING WATER DISPENSER
EACH
ELEVATION
ELECTRICAL
ELEVATION
EMERGENCY
EXTRUDED POLYSTYRENE
EQUAL
EQUIPMENT
EXISTING
EXPANSION
EXTINGUISHER
EACH WAY
ELECTRIC WATER COOLER
FLAT HEAD
FLAT HEAD WOOD SCREW
FLOOR DRAIN
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER HOLDER
FINISHED FLOOR
FINISHED
FLASHING
FLOOR
FACE OF CONCRETE
FACE OF MASONRY
FACE OF STEEL OR STUD
FLOOR SINK
FOOT OR FEET
FOOTING
GAUGE
GALVANIZED
GLZED STRUCTURAL UNITS
GYPSUM WALL BOARD
HANDICAP
HARDWOOD
HEIGHT
HOUR
HOLLOW STRUCTURAL SECTION
HEATING, VENTILATING & AIR CONDITIONING
INSULATED CONCRETE FORM
INSULATION
JANITOR
JOINT
LONG
MAX.
M.B.
MDF
MECH
MTL., MET.
MFR'S
MIN.
MISC.
M.O.
N/A N.I.C.
NTS
O.C.
O.D.
OPNG
OWJ
PHSMS
PJF
PLYWD
PRE-ENG
PREP
QT
R
RC
RDWD
REHAB
REQ'D
RES
RM
R'FING
R.S.
SAFB
SD
SHT
SIM.
SMS
SND
SNTD
SPECS
SQ
STD
SSTL
STL
STRUCT
T&G T.O.
T.O.C.
TOM, T.O.M
TOS, T.O.S.
T.O.W.
TELE
THK.
TR
TS
TTD
TYP.
U.O.N.
UL
VAT
VCT
VWC
W/
WD
WNDW
WP, W.P.
W/O
Ø, DIA
#, NO.
MAXIMUM
MACHINE BOLT
MEDIUM DENSITY FIBERBOARD
MECHANICAL
METAL
MANUFACTURER'S
MINIMUM
MISCELLANEOUS
MASONRY OPENING
NOT APPLICABLE
NOT IN CONTRACT
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OPENING
OPEN WEB JOIST
PAN HEAD SHEET METAL SCREW
PERIMETER FELT JOINT
PLYWOOD
PRE-ENGINEERED
PREPARATION
QUART
RADIUS
RESILIENT CHANNEL
REDWOOD
REHABILITATE
REQUIRED
RESILIENT
ROOM
ROOFING
ROUGH SAWN
SOUND ATTENUATING FIRE BLANKET
SOAP DISPENSER
SHEET
SIMILAR
SHEET METAL SCREW
SANITARY NAPKIN DISPOSER
SANITARY NAPKIN DISPENSER
SPECIFICATIONS
SQUARE
STANDARD
STAINLESS STEEL
STEEL
STRUCTURAL
TONGUE AND GROOVE
TOP OF
TOP OF CONCRETE
TOP OF MASONRY
TOP OF STEEL
TOP OF WALL
TELEPHONE
THICK
TELECOMMUNICATION ROOM
TUBE SECTION
TOILET PAPER DISPENSER
TYPICAL
UNLESS OTHERWISE NOTED
UNDERWRITERS LABORATORIES
VINYL ASBESTOS TILE
VINYL COMPOSITION TILE
VINYL COATED WALL COVERING
WITH
WOOD
WINDOW
WORKING POINT
WITHOUT
AND
ANGLE
AT
CENTERLINE
DIAMETER
NUMBER
PLATEPL
UNLESS OTHERWISE SPECIFICALLY REDEFINED ON SCHEDULE DRAWINGS
I.E. EXP = EXPOSED ON FINISH SCHEDULE
SECTION & DETAIL DESIGNATION SYMBOL
SECTION IDENTIFICATION
NUMBER
NUMBER OF SHEET
ON WHICH SECTION
IS DRAWN
TYPICAL ARCHITECTURAL ABBREVIATIONS FLOOR PLAN & WALL
LEGEND
2 LAYERS TYPE 'X' 5/8" GWB ON MTL. STUDS
2 LAYERS TYPE 'X' 5/8" GWB ON ONE SIDE OF 3-5/8" MTL. STUDS
1 LAYER TYPE 'X' 5/8" GWB ON ONE SIDE OF 3-5/8" MTL. STUDS
X
LX
VESTIBULE
A-4XX
X
X
XX
WINDOW NUMBER; SEE WINDOW SCHEDULE A-630
LOUVER AND LOUVER NUMBER;
SEE LOUVER SCHEDULE
DOOR AND DOOR NUMBER;
SEE DOOR SCHEDULE A-620
ROOM NAME & NUMBER;
SEE COLOR FINISH SCHEDULE A-610
WALL TYPE INDICATOR; SEE SHEET A-002
AND FLOOR PLANS
INTERIOR ELEVATION INDICATOR AND SHEET
WHERE ELEVATIONS ARE SHOWN
MECHANICAL DIFFUSER AND RETURN; SEE M
SHEETS
LIGHTING; SEE E SHEETS
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
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CO
RP
S O
F
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IN
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RS
R ev ie w ed b y:
US Army Corps of Engineers ®
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4"
C
B
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Fi le
N o:
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Pl ot
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R ev
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Su bm itt al
S ta tu s:
C hi ef
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D es ig n
Se ct i o n
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D O
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2"
'-0
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AR
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NEW WALL TYPE
SCALE: 1 1/2" = 1'-0"
2 LAYERS 5/8"
TYPE X GWB,
EACH SIDE3" SAFB
3-5/8" MET. STUDS
@ 16" O.C.
6"
NEW WALL TYPE
SCALE: 1 1/2" = 1'-0"
2 LAYERS 5/8"
TYPE X GWB
3" SAFB
3-5/8" MET. STUDS
@ 16" O.C.
5"
(E) WALL (N) WALL
(E) WALL
NEW WALL TYPE
SCALE: 1 1/2" = 1'-0"
NOTE: WALL EXTENDS TO
STRUCTURE ABOVE. CUT
DRYWALL TO MATCH SLAB
FLUTING. SEAL GAPS AT DECK
CONNECTION WITH
ACOUSTICAL SEALANT.
MIN. 50 STC
(N) RF SHIELDING -
SEE A-550
NOTE: WALL EXTENDS TO
STRUCTURE ABOVE. CUT
DRYWALL TO MATCH SLAB
FLUTING. SEAL GAPS AT DECK
CONNECTION WITH
ACOUSTICAL SEALANT.
MIN. 50 STC
(N) RF SHIELDING -
SEE A-550
2 LAYERS 5/8"
TYPE X GWB,
EACH SIDE3" SAFB
3-5/8" MET. STUDS
@ 16" O.C.
6"
NOTE: WALL EXTENDS TO
STRUCTURE ABOVE. CUT
DRYWALL TO MATCH SLAB
FLUTING. SEAL GAPS AT DECK
CONNECTION WITH
ACOUSTICAL SEALANT.
MIN. 50 STC
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
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IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
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H
SQ
UA
D O
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SA
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/2
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/3 0/
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6:
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P2
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K Ba gl ey
L0 3_
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A-002
W A L
L
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P E S
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T A L
0 1 2
SCALE: 1-1/2"=1'-0"
1/2
M
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1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
UT
H
SQ
UA
D O
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SA
PF
U
PG
RA
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LU
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A
FB
AZ
/3
0/
:2 6:
A
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P2
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K Ba gl ey
L0 3_
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A-010
AR
CH
IT
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T A L
GENERAL NOTE:
THE CONTRACTOR IS REQUIRED TO ABIDE BY ALL APPLICABLE REQUIREMENTS OF THE
UNIFIED FACILITIES GUIDE SPECIFICAIONS (UFGS) FOR AIR FORCE PROJECTS. THE
INFORMATION PROVIDED HERE IS IN ADDITION TO THE APPLICABLE REQUIREMENTS OF
THE UFGS.
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY:
PROVIDE SMOOTH FACE, NORMAL WEIGHT BLOCKS, 8" TO MATCH EXISTING. PROVIDE
LOAD-BEARING UNITS FOR EXTERIOR WALLS, FOUNDATION WALLS, LOAD-BEARING
WALLS, AND SHEAR WALLS.
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 16 MINERAL FIBER BLANKET INSULATION:
ASTM C665, TYPE I, CLASS A, WITH A FLAME SPREAD RATING OF 25 OR LESS AND A
SMOKE DEVELOPED RATING OF 150 OR LESS PER ASTM E84. WHERE INSTALLED IN AN
ACOUSTICALLY RATED WALL, PROVIDE SOUND ATTENUATION FIRE BATTS.
07 92 00 JOINT SEALANTS:
USE ASTM C920 INTERIOR SEALANT, TYPE S OR M, GRADE NS, CLASS 12.5, USE NT, FOR
INTERIOR APPLICATIONS. USE ASTM C920 EXTERIOR SEALANT, TYPE S OR M, GRADE
NS, CLASS 25, USE NT, FOR EXTERIOR APPLICATIONS. USE ASTM C919 ACOUSTIACAL
SEALANT IN ALL STC-RATED CONSTRUCTION. CAULKING SHALL BE PROVIDED ONLY
WHERE MOVEMENT OF THE JOINT IS NOT EXPECTED. PROVIDE ALL REQUIRED
PRIMERS, BOND BREAKERS AND BACKSTOPS. COLOR OF SEALANT AND CAULKING
SHALL MATCH ADJACENT MATERIALS. ACOUSTICAL SEALANT REQUIRED FOR ALL
CONNECTIONS AT STC-RATED WALLS.
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES:
PROVIDE STANDARD DUTY DOORS UNLESS OTHERWISE NOTED. PROVIDE WELDED
FRAMES. DOORS AND FRAMES SHALL HAVE A FACTORY-APPLIED FINISH. INTERIOR
STEEL DOORS SHALL BE SOUND RATED IF LOCATED IN A WALL WITH A STC RATING.
PROVIDE FIRE RATED DOORS WHERE REQUIRED.
08 34 59 VAULT DOORS:
DOORS SHALL BE STEEL SECURITY-VAULT TYPE DOOR WITH FRAME AND RAMP TYPE
THRESHOLD, WHICH IS A STANDARD PRODUCT OF A MANUFACTURER SPECIALIZING IN
THIS TYPE OF FABRICATION. LUKE AFB CVN APPROVED MANUFACTURERS ARE AS
FOLLOWS:
A. OVERLY DOOR COMPANY.
B. ASSA ABLOY – SECURITY METAL PRODUCTS.
C. LOCKMASTERS INCORPORATED.
D. AMBICO SPECIALIZED DOORS.
E. KRIEGER SPECIALTY DOORS.
08 34 73 SOUND CONTROL DOOR ASSEMBLIES:
PROVIDE SOUND RETARDANT DOOR ASSEMBLIES OF THE THICKNESS, WIDTH, AND
HEIGHT INDICATED, COMPLETE WITH PERIMETER SEALS, SEAL HOUSINGS, GASKETING,
AUTOMATIC DOOR BOTTOMS, THRESHOLDS, DOOR FRAMES, AND ASTRAGALS AS
REQUIRED TO CONFORM TO MINIMUM STC 50.
08 71 00 DOOR HARDWARE:
ALL HARDWARE MUST COMPLY WITH ANSI/BHMA 156 SERIES. SEE SHEET A-620 FOR
DOOR HARDWARE. CONTRACTOR SHALL COORDINATE KEYING WITH USER; BASE
STANDARD IS BEST COREMAX. ABA COMPLIANT LEVERS SHALL BE USED; KNOBS ARE
PROHIBITED.
DIVISION 09 - FINISHES
09 28 00 GYPSUM BOARD:
STANDARD GYPSUM WALL BOARD USED SHALL BE MOISTURE RESISTANT TYPE 'X'. USE
ABUSE RESISTANT GYPSUM WALL BOARD IN AREAS SUBJECT TO HEAVY TRAFFIC OR
HIGH IMPACT. USE GLASSMAT GYPSUM BOARD FOR THE INTERIOR SIDE OF EXTERIOR
WALLS. USE ACCOUSTICALLY ENHANCED GYPSUM BOARD IN SAPF AREAS. USE
EXTERIOR SHEATHING FOR EXTERIOR PATCH/REPAIR APPLICATIONS.
M
AR
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C
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AP
PR
DIVISION 09 - FINISHES
09 51 00 ACOUSTICAL CEILINGS:
ACT UNIT SIZE SHALL BE AS NOTED, TO MATCH EXISTING ADJACENT UNITS AND AREAS.
ALL TILES AND SUPPORTS DAMAGED DURING DEMOLITION AND NEW CONSTRUCTION
SHALL BE REINSTALLED WITH NEW. ACOUSTICAL UNITS SHALL CONFORM TO ASTM E
1264, CLASS A. ACOUSTICAL CEILING TILES SHALL HAVE A MINIMUM 0.55 NRC RATING
AND A CAC OF 33. ACOUSTICAL CEILING SHALL BE ASBESTOS FREE MATERIALS. USG
ASTRO ACOUSTICAL PANELS, OR SIMILAR; IDENTIFIED MANUFACTURER DOES NOT
LIMIT SELECTION TO OTHER MANUFACTURERS.
09 68 00 CARPETING:
PROVIDE NEW CARPETING TO MATCH EXISTING. IF EXISTING FINISHES ARE NOT
AVAILABLE, ALTERNATE FINISHES SHALL COORDINATE AND COMPLEMENT THE
EXISTING FINISHES. CARPET SHALL BE FIRST QUALITY, FREE OF VISUAL BLEMISHES,
STREAKS, POORLY DYED AREAS, FUZZING OF PILE YARN, SPOT, STAINS AND OTHER
MANUFACTURING DEFECTS. INSTALLATION SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AND SHALL CONFORM TO THE FOLLOWING:
CARPET CONSTRUCTION: MULTI LEVEL PATTERN LOOP
TYPE: MODULAR TILE
PILE FIBER: ECO SOLUTION Q NYLON
DYE METHOD: SOLUTION DYED
TUFTED WEIGHT: 18 OZ / SQ YARD
GAUGE: 1/12TH INCH IN ACCORDANCE WITH
ASTM D 5793
STITCHES PER INCH: 10.2
PILE THICKNESS: 0.1 IN
AVERAGE DENSITY: MINIMUM 6000
09 90 00 PAINTS AND COATINGS:
PAINTING: ALL EXPOSED NEW AND ALTERED SURFACES SHALL RECEIVE A MINIMUM OF
ONE PRIME COAT AND TWO FINISH COATS OF PAINT. PAINT TO BE OF A PREMIUM
QUALITY. ALL PAINT SHALL BE LEAD FREE. USE ONLY PAINTS AND COATINGS THAT
MEET VOC LIMITS ALLOWED BY LOCAL AND STATE REGULATIONS. COLOR SHALL BE
APPROVED BY THE CONTRACTING OFFICER. PAINT SCHEDULE: THE CURRENT MASTER
PAINTERS INSTITUTE (MPI), "APPROVED PRODUCT LIST" WILL BE USED TO DETERMINE
COMPLIANCE WITH THE SUBMITTAL REQUIREMENTS OF THESE SPECS.
GYPSUM WALLBOARD (EGGSHELL):
PRIMER: MPI 50
INTERMEDIATE: MPI 52
TOPCOAT: MPI 52
GYPSUM WALLBOARD (FLAT):
PRIMER: MPI 50
INTERMEDIATE: MPI 143
TOPCOAT: MPI 143
WOOD STAIN: NATURAL FINISH, SEMI-TRANSPARENT
INTERMEDIATE: MPI 90
TOPCOAT: MPI 57
DIVISION 10 - SPECIALTIES
10 26 13 WALL AND CORNER GUARDS:
CORNER GUARDS SHALL BE SURFACE MOUNTED, RADIUS FORMED TO PROFILE.
CORNER GUARDS SHALL EXTEND FROM BASE TO 4'-0" ABOVE FINISHED FLOOR.
ASSEMBLY SHALL CONSIST OF A SNAP-ON CORNER GUARD FORMED FROM HIGH
IMPACT RESISTANT RESILIENT MATERIAL, MOUNTED ON A CONTINUOUS ALUMINUM
RETAINER. EXTRUDED ALUMINUM RETAINER SHALL CONFORM TO ASTM B221, ALLOY
6063, TEMPER T5 OR T6. FACTORY FABRICATED END CLOSURE CAPS SHALL BE
FURNISHED FOR TOP AND BOTTOM OF SURFACE MOUNTED CORNER GUARDS.
125 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
125 SF
BRIEFING ROOM
202 SF
BRIEFING ROOM
EQ EQ
23 SF
STO.
249 SF
(E) BRIEFING ROOM
188 SF
(E) BRIEFING ROOM
188 SF
(E) BRIEFING ROOM
5'
0"
/2
9' - 6 1/2"
19' - 6 1/2" 5' - 0"
102103104105
100A
49' - 9 1/2"
EQ EQ EQ EQ EQ
5' - 0"
26' - 2"
12' - 0"
6'
1/
2"
145 SF
COMM
72 SF
VESTIBULE
100B5
100C
113A
998 SF
OPEN OFFICE
1238 SF
(E) BRIEFING ROOM
113101 113B
113C
66666
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
UT
H
SQ
UA
D O
PS
SA
PF
U
PG
RA
DE
LU
KE
A
FB
AZ
/8
'-0
/3
0/
:2 6:
A
M
J
U
LY
P2
M
VA
LE
N
TI
N
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/s / M ar k
K Ba gl ey
L0 3_
C en tra l.r vt
9-
-0
A-101
F L O
O R
PL
AN
NE
W
SA
C R
AM
EN
TO
D
IS
TR
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T
J S
TR
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T
SA
C R
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TO
, C
A
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BA
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BM
IT
T A L
PLAN NORTH
8 6 4 2 0 8 16
SCALE: 1/8"=1'-0"
(N) COUNTER /
CASEWORK
(E) COUNTER /
CASEWORK
M
AR
K D
ES
C
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IP
TI
O
N D
AT
E
AP
PR
1/8" = 1'-0"A-101
1 FLOOR PLAN - NEW LAYOUT
Keynote Legend
Key Value Keynote Text
1 CONSTRUCT (N) WALL TYPE 1, FROM SLAB TO UNDERSIDE OF ROOF DECK.
2 CONSTRUCT (N) WALL TYPE 2, FROM SLAB TO UNDERSIDE OF ROOF DECK.
3 INSTALL (N) PERSONNEL DOOR. PAINT AND PATCH ADJACENT WALL TO MATCH (E).
4 CONSTRUCT (N) WALL TYPE 3.
5 INSTALL (N) VAULT DOOR (MIN. 50 STC) MEETING ICD/ICS 705 REQUIREMENTS; PATCH AND
PAINT (E) ADJACENT WALLS TO MATCH.
6 INSTALL (N) 2 x 4 CLG. GRID SYSTEM; SEE A-510.
7 INSTALL (N) EXIT ONLY VAULT DOOR (MIN. 50 STC) MEETING ICD/ICS 705 REQUIREMENTS;
PATCH AND PAINT (E) ADJACENT WALLS TO MATCH.
8 PROVIDE (N) LOCK CYLINDER AND CORE; SEE A-620.
KEY PLAN
SHEET NOTES:
1. CONTRACTOR RESPONSIBLE FOR FIELD-VERIFYING ALL MEASUREMENTS.
2. WALL TYPES CAN BE FOUND ON SHEET A-002.
3. DOOR SCHEDULE CAN BE FOUND ON SHEET A-620.
4. A GOVERNMENT REPRESENTATIVE MUST BE PRESENT WHILE ANY WORK IS OCCURING IN THE AREA INDICATED ON THE FLOOR
PLAN SHOWN ON THIS SHEET DUE TO CLASSIFIED OPERATING EQUIPMENT.
5. SEE AETC FIRST 400 FEET STANDARD GUIDANCE WITH LUKE SUPPLEMENT FOR INFORMATION ON ELECTRICAL BACKERBOARD
REQUIREMENTS (COMM RM. 112); SEE ALSO ELECTRICAL DRAWINGS.
6. CONTRACTOR SHALL ENSURE THAT FACILITY MEANS OF EGRESS ARE MAINTAINED DURING CONSTRUCTION.
1/8" = 1'-0"A-101
2 REFLECTED CEILING PLAN
CROSS TEE
MIN. 3/4"
MAX. 8" WIRE ANCHORED TO
STRUCTURE ABOVE
STABILIZER BAR (TYP)
SQUARE EDGE
LAY-IN PANELS
"T" BAR MAIN BEAM
TEGULAR EDGE
LAY-IN PANELS
BOTTOM CHORD OF TRUSS
NO12 GA HANGER OR
SPLAY WIRE WHERE OCCURS
3"X3"X1/4" ANGLE. WELD
TO BOTTOM CHORD OF TRUSSES
TYPICAL CONNECTION @ TRUSS
CHORD PARALLE/IN PLANE TO
TRUSS
TYPICAL CONNECTION @ CEILING
SUPPORT PERP/OUT OF PLANE TO
TRUSS
2"
3/4"
8" MAX
ISOMETRIC
ANGLE MOLDING
STABILIZER BAR,
OR OTHER SUITABLE SYSTEM,
TO KEEP PERIMETER COMPONENTS
FROM SPREADING APART
CROSS TEEMIN 3/4" @ UN-ATTACHED WALL
MIN 2"
SECTION
8" MAX
RIVET (TYP)
2"
ISOMETRIC
4'- 0"
M
AX
'-0
4'-0" MAX 12'-0" O.C.
8" MAX 3/4" AT TWO ADJACENT
WALLS
3/4" AT UN-ATTACHED WALL
A-510
TYP.
A-510
TYP.
A-510
TYP.
A-510
TYP.
A-510
TYP.
A-510
TYP.
45°
8" MAX
ACCOUSTICAL TILE CEILING
ON SUSPENDED GRID
SYSTEM
3/4" AT TWO ADJACENT
WALLS
A-510
TYP.
A-510
TYP.
A-510
TYP.
A-510
TYP.
2"
45° MAX TYP 45° MAX TYP
VERTICAL STRUT @ 12'-0" OC EACH
WAY WITH FIRST POINT TO BE
WITHIN 4'-0" FROM EACH WALL
FASTENED TO MAIN RUNNER &
STRUCTURE ABOVE. PER
ASCE-7.13.5.6.2.2
LATERAL BRACING: 12 GA.
BRACING WIRE WITH MIN 4 TIGHT
TURNS IN
1 1/2" AT BOTH ENDS OF WIRE
(TYP) AT EA VERTICAL STRUT (4)
DIRECTIONS
GRID SUPPORTS: 12 GA VERTICAL
HANGER WIRE @ 4-0" OC EACH
WAY WITH MIN 3 TIGHT TURNS IN
1 1/2: AT BOTH ENDS OF WIRE
(TYP). START POINT MAX 8" FROM
WALL.
MAIN RUNNERSCROSS RUNNERS
NOTE:
1. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE
CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH
OTHER AT AN ANGLE NOT TO EXCEEDING 45 DEGREES FROM THE PLANE
OF THE CEILING.
2. A MINIMUM WALL ANGLE AT THE SIZE OF 2" HORIZONTAL LEG
SHALL BE USED AT PERIMETER WALLS AND INTERIOR FULL
HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/4" CLEAR FROM
WALL SURFACE AT UN-ATTACHED END.
3. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND
THE CEILING EXCEEDS 4, THE SPACING OF THE VERTICAL
HANGERS SHALL NOT EXCEED 2' OC ALONG THE ENTIRE LENGTH
OF THE MEANS OF EGRESS SERVICING AN OCCUPANT LOAD OF 30
OR MORE, AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES.
A-510
TYP.
3" = 1'-0"A-510
3 TYP. SEISMIC CEILING DETAIL
3" = 1'-0"A-510
1 TYPICAL ACT TO LAY-IN GRID ATT.
NOT TO SCALEA-510
2 TYPICAL CEILING SUPPORT @ TRUSS
3" = 1'-0"A-510
5 TYPICAL DETAIL CROSS RUNNERS UN-ATTACHED
3" = 1'-0"A-510
6 TYPICAL DETAIL CROSS RUNNERS ATTACHED
1/4" = 1'-0"A-510
7 TYPICAL GRID SUPPORT PLAN
1/4" = 1'-0"A-510
8 TYPICAL GRID SUPPORT PLAN - SECTION
1/4" = 1'-0"A-510
4 TYPICAL SUSPENDED CEILING VERTICAL AND LATERAL SUPPORT
SCALE:
3" = 1' - 0"
6" 6"
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
UT
H
SQ
UA
D O
PS
SA
PF
U
PG
RA
DE
LU
KE
A
FB
AZ
As in di ca te d
/3
0/
:2 6:
A
M
J
U
LY
P2
M
VA
LE
N
TI
N
E M
ZV
/s / M ar k
K Ba gl ey
L0 3_
C en tra l.r vt
9-
-0
A-510
TY
PI
C A L
SU
SP
EN
DE
D C E
IL
IN
G D
E T
AI
LS
SA
C R
AM
EN
TO
D
IS
TR
IC
T
J S
TR
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T
SA
C R
AM
EN
TO
, C
A
M
BA
G
LE
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R
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S U
BM
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T A L
M
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C
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TI
O
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AT
E
AP
SHEET NOTE: ALL DETAILS SHOW INTENDED NEW CONSTRUCTION.
7"
2"
5/8" GWB
MTL FRAME
STC 50 RATED
DOOR
ADJACENT WALL
WHERE OCCURS AT
JAMB (FACE OF
STUD, TYP.)
3-5/8" MTL STUD
4"
ACOUSTICAL
SEALANT, TYP.
ACOUSTIC DOOR
AUTOMATIC DOOR
BOTTOM
ACOUSTIC MTL
SADDLE
ACOUSTIC
SEALANT,
BOTH SIDES
(E) CONC. SLAB
2"
6"
(E) CMU WALL
1"
FULLY GROUTED FRAME
ACOUSTIC SEALANT, TYP.
MASONRY TEE
ANCHOR, 3 PER
JAMB
ACOUSTIC DOOR
ACOUSTIC SEAL
2"
6"
FULLY GROUTED FRAME
ACOUSTIC SEALANT, TYP.
ACOUSTIC DOOR
ACOUSTIC SEAL
BLOCKING,
AS REQ'D.
(N) MTL.
STUD
HEADER
3" = 1'-0"A-520
1 JAMB/HEAD - 3-5/8" STUD
6" = 1'-0"A-520
2 SILL - VAULT THRESHOLD
3" = 1'-0"A-520
3 (N) VAULT DOOR @ CMU - JAMB/HEAD SIM.
3" = 1'-0"A-520
(N) VAULT DOOR @ MTL. STUD - JAMB/HEAD
SIM.
SCALE:
6" = 1' - 0"
3" 3"
SCALE:
3" = 1' - 0"
6" 6"
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
UT
H
SQ
UA
D O
PS
SA
PF
U
PG
RA
DE
LU
KE
A
FB
AZ
As in di ca te d
/3
0/
:2 6:
A
M
J
U
LY
P2
M
VA
LE
N
TI
N
E M
ZV
/s / M ar k
K Ba gl ey
L0 3_
C en tra l.r vt
9-
-0
A-520
TY
P I
CA
L
DO
O
R
DE
TA
IL
S
SA
C R
AM
EN
TO
D
IS
TR
IC
T
J S
TR
EE
T
SA
C R
AM
EN
TO
, C
A
M
BA
G
LE
Y
R
TA
S U
BM
IT
T A L
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
SHEET NOTE: ALL DETAILS SHOW INTENDED NEW CONSTRUCTION.
BEAM
CONT. SLOTTED
TRACK OR
COMPRESSION
TRACK, 18 GA.
MET. STUD FRAMING, 18
GA FOR STUDS
CONNECTION TO DECK
OR BEAM
1/16" 3-6
ATTACHMENT OF BOTTOM TRACKS:
1. TRACK FOR STUD WALLS RESTING
ON CONCRETE SLAB SHALL BE
ANCHORED WITH POWER DRIVEN
FASTENER, HILTI X-DNI (0.145" DIA. X
MIN. EMBED AT CENTER LINE OF TRACK)
OR APPROVED EQUAL AT 16" O.C.
U.O.N.
2. TRACKS FOR STUDS MOUNTED ON
STRUCTURAL FRAMING MEMBERS
SHALL BE WELDED TO THEIR
SUPPORTS WITH 1/16" FILLET WELD X
2" @ EA. SIDE OF TRACK AT 16" O.C.,
MIN.
3. TRACKS AT DECK: USE FASTENERS
AS INDICATED ON NOTE. 1. ABOVE WITH
SPACING AT 12" O.C.
STL. STUDS
@ 16" O.C.
U.O.N.
BOTTOM
RACK (TOP
TRACK
SIMILAR)
FASTENER W/
WASHER
SEE NOTES 1 & 3
1/16
1. WELD
CONNECTION
LENGTH OF
FLANGE, OR 2.
THREADED
CONNECTION
(2) #8 SMS PER
SIDE
ROOF OR
FLOOR
DECK
16" X 18 GA CONT.
PLATE W/ #10 SMS
@ 16" O.C. EACH
EDGE
CONT.
SLOTTED
TRACK OR
COMPRESSION
TRACK, 18 GA.
METAL STUD
FRAMING, 18
GA. FOR
STUDS
CONNECTING
TO DECK OR
BEAM
ROOF OR
FLOOR DECK
#10 SMS @
16" O.C.
#10 SMS
@ 16" O.C.
C
LR1" C
LR1"
PERPENDICULAR TO DECK PARALLEL TO DECK
2"
5/8" TYPE 'X' GWB
STEEL STUD
1-5/8" CHROME
HD DRYWALL
SCREW 18"
VERTICAL
STAINLESS
STEEL RADIUS
COVER
MFR.'S ALUMINUM
REAINER
R 1/4"
ACOUSTIC SEALANT,
EA. SIDE
2 LAYERS OF 5/8"
GYP. WALL BD., ONE
LAYER WITH FOIL
LINED BACKING TO
MEET RF
REQUIREMENTS
(N) RF SHIELD
BOUNDARY
1 1/2"
NOTE: ALL JOINTS IN
FOIL LINED GYP. BD. TO
BE SEALED WITH RF
APPROVED TAPE.
MATERIALS MUST BE
APPROVED ON SITE BY
BASE CVN OR COR.
CONNECT RF
SHIELDING TO
UNDERSIDE OF ROOF
DECK (AT TOP), AND TOP
OF SLAB (AT BOTTOM).
2'-8" A.F.F.
6"
7'-4" A.F.F.
A-550
GLAZED FRONT
GWB
METAL STUD
1/ 2"
1" 0"
1/ 2"
ELEVATION
PLAN
HELVETICA MEDIUM
UPPER CASE LETTERS,
75% WIDTH FACTOR,
BOTH SIDES
FACE OF WALL
ALUM VERTICAL
SUPPORT
NOTE: TYP. @ ALL EXTINGUISHER LOCATIONS
PROVIDE MFR'S
STANDARD CLOSURE
@ TOP, BOTTOM,
& EXPOSED ENDS
PICTOGRAM
BOTH SIDES
SEMI-MATTE CAST
ACRYLIC PANEL ON
EXTRUDED
ALUMINUM FRAME
SUPPORTS
6" NOM.
6" N
O M
SIGN MFR'S
STD. MECH.
FASTENERS,
4 PER SIGN
SIGN MFR'S
STD. MECH.
FASTENERS,
4 PER SIGN
1" = 1'-0"A-550
3 STUD TO BEAM CONNECTION
3/4" = 1'-0"A-550
1 BOTTOM TRACK
3/4" = 1'-0"A-550
2 STUD TO DECK CONNECTION
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
UT
H
SQ
UA
D O
PS
SA
PF
U
PG
RA
DE
LU
KE
A
FB
AZ
As in di ca te d
/3
0/
:2 6:
A
M
J
U
LY
P2
M
VA
LE
N
TI
N
E M
ZV
/s / M ar k
K Ba gl ey
L0 3_
C en tra l.r vt
9-
-0
A-550
TY
P I
CA
L
W
AL
L
DE
TA
IL
S
SA
C R
AM
EN
TO
D
IS
TR
IC
T
J S
TR
EE
T
SA
C R
AM
EN
TO
, C
A
M
BA
G
LE
Y
R
TA
S U
BM
IT
T A L
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
6" = 1'-0"A-550
4 WALL CORNER GUARD
SCALE:
6" = 1' - 0"
3" 3"
6" = 1'-0"A-550
5 NEW RF SHIELDING
3" = 1'-0"A-550
6 SEMI RECESSED EXTINGUISHER CABINET
6" = 1'-0"A-550
7 FIRE EXTINGUISHER SIGN
SCALE:
3" = 1' - 0"
6" 6"
SECTION A-A
BOND BREAKER
NEOPRENE OR
BUTYL
CONC TOPPING
CONC SUBFLOOR
WALL
CERAMIC TILE
S OR M SEALANT,
1/4" TO 3/8" WIDE
"A" "A"
PIPE WITHOUT INSULATION PIPE WITH INSULATION
PIPE
SLEEVE
BACKUP
MATERIAL
PIPE
SEALANT
S OR M
PIPE
SLEEVE
BACKUP
MATERIAL
METAL
JACKET
SEALANT
S OR M
INSULATION
PIPE CL
WATERPROOF
MEMBRANE
WATERPROOF
CLAMPING
FLANGE
INSULATION
SEALANT S OR M
BACKUP
EXTERIOR WALL
CONCRETE OR
MASONRY WALL
PIPE SLEEVE
SEALANT J
(FOAM URETHANE
STRIP)
BACKUP
EXPANDED FOAM
INSULATION
METAL JACKET
PIPE CL
EXTERIOR WALL
SLEEVE
S OR M
SEALANT - JOINT 1/4"
MIN. WIDE BY 3/8"
DEEP
BACKUP MATERIAL
INTERIOR WALL
EXPANDED FOAM
INSULATION
INSULATION
METAL JACKET
ESCUTCHEON
3/ 8"
BACKUP MATERIAL METAL FRAME
SEALANT
S OR M
SILL
SWEEP SEAL
DOOR SEALANT S OR M
DOOR, ALTERNATE
LOCATION
METAL THRESHOLD
3/8"
FACE OF WALL
GROUT
-3/8" @ HEAD
3/16" @ JAMB
SEALANT
S OR M
PRIME
METAL FRAME
METAL EDGE BEAD
BOTH SIDES
TWO BEADS MINIMUM OF
ACOUSTICAL SEALANT
VISIBLE JOINTS CAULKED
WITH PAINTABLE SEALANT
BLANKET ACOUSTICAL INSUL.
SEALED WITH TAPE OR
ACOUSTICAL SEALANT
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
UT
H
SQ
UA
D O
PS
SA
PF
U
PG
RA
DE
LU
KE
A
FB
AZ
As in di ca te d
/3
0/
:2 6:
A
M
J
U
LY
P2
M
VA
LE
N
TI
N
E M
ZV
/s / M ar k
K Ba gl ey
L0 3_
C en tra l.r vt
9-
-0
A-590
TY
PI
C A L
SE
AL
AN
T
DE
T A
IL
S
SA
C
R
AM
EN
TO
D
IS
TR
IC
T
J
S
TR
EE
T
SA
C
R
AM
EN
TO
, C A
M
BA
G
LE
Y
R
TA
S U
BM
IT
T A L
NOT TO SCALEA-590
5 CERAMIC TILE CONTROL JOINT (MJI)
NOT TO SCALEA-590
6 PIPE PENETRATION DETAIL (MJM)
NOT TO SCALEA-590
7 PIPE THRU WALL-BELOW GRADE (MJN)
NOT TO SCALEA-590
8 PIPE THRU WALL-ABOVE GRADE (IPAG)
12" = 1'-0"A-590
4 SEALANT @ WINDOW SILL (TJD)
12" = 1'-0"A-590
3 THRESHOLD
12" = 1'-0"A-590
2 JOINT SHAPE @ DOOR FRAME (TJD)
3" = 1'-0"A-590
SEALANT @ PARTITIONS W/ SOUND
TRANSMISSION REQUIREMENTS (ARP)
SCALE:
3" = 1' - 0"
6" 6"
SCALE:
0 1' 2'
1" = 1' - 0"
1' 2'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
F FF
2" 3' - 0" 2"
7'
0" 2"
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
UT
H
SQ
UA
D O
PS
SA
PF
U
PG
RA
DE
LU
KE
A
FB
AZ
/4
'-0
/3
0/
:2 6:
A
M
J
U
LY
P2
M
VA
LE
N
TI
N
E M
ZV
/s / M ar k
K Ba gl ey
L0 3_
C en tra l.r vt
9-
-0
A-620
D O O
R
AN
D F I
NI
SH
S
CH
E D
UL
E
SA
C R
AM
EN
TO
D
IS
TR
IC
T
J S
TR
EE
T
SA
C R
AM
EN
TO
, C
A
M
BA
G
LE
Y
R
TA
S U
BM
IT
T A L
SHEET NOTES
1. ALL HARDWARE SHALL BE GRADE 1.
2. ALL HARDWARE SHALL COMPLY WITH ANSI/BHMA 156 SERIES.
3. KEYING SHALL BE COORDINATED WITH USER AND THROUGH THE CONTRACTING OFFICER.
SCHEDULE NOTES
1. PROVIDE STC 50 (MIN.) DOOR AND FRAME. FRAME PER SAPF DOOR MANUFACTURER.
2. COORDINATE HARDWARE WITH CARD READER.
3. EXIT-ONLY DOOR; NO HARDWARE PERMITTED ON EXTERIOR SIDE OF DOOR.
4. CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING WALL CONSTRUCTION BEFORE WORK BEGINS.
5. PROVIDE NEW LOCK CYLINDER AND CORE; KEY CORE TO MEET BASE STANDARD KEYING SYSTEM DBZ1.
6. EGRESS DOORS 100C, 113A, AND 113B TO HAVE AUDIBLE ALARM DEVICE INSTALLAED; COORDINATE WITH ELECTRICAL.
ALUM
HM
P
STL
ALUMINIUM
HOLLOW METAL
PAINT
STEEL
ABBREVIATIONS
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
FRAME TYPES
DOOR SCHEDULE
DOOR
NO. TYPE
DOOR
FIRE
RATING
FRAME DETAILS
COMMENTS
SIZE
MATL FINISH TYPE MATL FINISH HEAD JAMB SILLWIDTH HEIGHT THICKNESS
100A F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 4/A-520 4/A-520 2/A-520 NOTE 1 & 2
100B F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 4/A-520 4/A-520 2/A-520 NOTE 1 & 2
100C F 3' - 4" 7' - 0" 2" STL P -- 1 STL P 3/A-520 3/A-520 2/A-520 NOTE 1, 3, AND 4
101 F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520
102 F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520
103 F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520
104 F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520
105 F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520
106 F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520
107 F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520
112 F 3' - 0" 7' - 0" 2" STL P -- NOTE 5
113A F 3' - 4" 7' - 0" 2" STL P -- 1 STL P 3/A-520 3/A-520 2/A-520 NOTE 1, 3, AND 4 113B FF 6' - 0" 7' - 0" 2" STL P -- 1 STL P 3/A-520 3/A-520 2/A-520 NOTE 1, 3, AND 4 113C F 3' - 4" 7' - 0" 2" STL P 1-1/2 HR. 1 STL P 3/A-520 3/A-520 2/A-520 NOTE 1 AND 4
DOOR HARDWARE
D
EA
D
BO
LT
(F
ED
. S
PE
C
. F F-
L-
LO
C
K (F
ED
. S
PE
C
. F F-
L-
B)
LK
M
-7
X-
L
O C
K
EX
IT
D
EV
IC
E (T
YP
E
, F
U N
C
1)
EX
IT
D
EV
IC
E (T
YP
E
, F
U N
C
4)
LO
C
KS
ET
F
LO
C
KS
ET
F
EL
EC
TR
IC
L
O C
K E0
AU
TO
. D
O O
R B
O
TT
O M
H
IN
G
ES
(A
M
SP
H
IN
G
ES
(A
C
LO
SE
R
AC
O
U
ST
IC
T
H R
ES
H
O
LD
KI
C
KP
LA
TE
PA
N
IC
B
AR
X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X
X X X X X
X X X X X X X X X X X X X X
X X X X X X X
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
NOTE 1: ALL AREAS AFFECTED BY DEMOLITION AND NEW CONSTRUCTION SHALL BE PATCHED AND PAINTED TO MATCH EXISTING.
NEW ROOM FINISH SCHEDULE
ROOM
NO
ROOM
NAME
WALL
FINISH
BASE
FINISH
FLOOR
FINISH
CEILING
NOTES & REMARKSFIN. HT.
100 OPEN OFFICE NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
101 BRIEFING ROOM NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
102 BRIEFING ROOM NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
103 BRIEFING ROOM NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
104 BRIEFING ROOM NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
105 BRIEFING ROOM NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
106 STO. NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
107 BRIEFING ROOM NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
108 VESTIBULE NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"
112 COMM NOTE 1 NOTE 1 SEALED CONC. OTS VARIES
125 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
104125 SF
BRIEFING ROOM
202 SF
BRIEFING ROOM
23 SF
STO.
249 SF
(E) BRIEFING ROOM
188 SF
(E) BRIEFING ROOM
188 SF
(E) BRIEFING ROOM
145 SF
COMM
72 SF
VESTIBULE
998 SF
OPEN OFFICE
1238 SF
(E) BRIEFING ROOM
CAPACITY OF DOOR:
40 IN / 0.22 IN / PERSON =
181 PERSONS
CAPACITY OF DOORS:
72 IN / 0.22 IN / PERSON =
327 PERSONS
'-0
CAPACITY OF DOOR:
40 IN / 0.2 IN / PERSON =
200 PERSONS
5' - 0"
38'-9"
18'-0"
6'- 4"
10'-9"
6'-3"
'-0
'-0
'-6
HORIZ. EXIT
CAPACITY OF DOORS:
40 IN / 0.22 IN / PERSON =
181 PERSONS
3' - 0" 3' - 0" (E) FIXED SEATING
'-2
23'-2"
'-1
'-1 0"
PLAN NORTH
FEH
FEH
FEC
FEC
FEC
NEW
5' - 1"
NEW
R = 37' - 6"
R = 37' - 6"
R = 37' - 6
ASSEMBLY OCCUPANCY
BUSINESS OCCUPANCY
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e :
Pr oj e c t N o:
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
R ev ie w ed b y:
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S c a le
Pl ot
D a t e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct i o n
B9
S O
UT
H
SQ
UA
D O
PS
SA
PF
U
PG
RA
DE
LU
KE
A
FB
AZ
As in di ca te d
/3
0/
:2 8:
A
M
J
U
LY
P2
M
VA
LE
N
TI
N
E M
ZV
/s / M ar k
K Ba gl ey
L0 3_
C en tra l.r vt
9-
-0
F-101
L I
FE
S A F
ET
Y
PL
AN
SA
C
R
AM
EN
TO
D
IS
TR
IC
T
J
S
TR
EE
T
SA
C
R
AM
EN
TO
, C A
M
BA
G
LE
Y
R
TA
S U
BM
IT
T A L
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
1/8" = 1'-0"F-101
1 FLOOR PLAN - NEW LAYOUT
8 6 4 2 0 8 16
SCALE: 1/8"=1'-0"
PLAN NORTH
OCCUPANCY:
ASSEMBLY, A-2 IBC, 303.3
ASSEMBLY NFPA 101, 3.3.190.2
BUSINESS, B IBC, 304.1
BUSINESS NFPA 101, 3.3.190.3
HAZARD:
LIGHT UFC 3-600-01, B-1.1
CLASS A FIRE NFPA 10, 5.2.1
OCCUPANT LOAD FACTOR
ASSEMBLY, FIXED SEATING NFPA 101, TABLE 7.3.1.2
NO. OF SEATS
90 SEATS = 90 PERSONS MAXIMUM
COMM. ROOM 112 IS ANCILLARY, 0 PERSONNEL EXPECTED
BUSINESS NFPA 101, TABLE 7.3.1.2
100 SF/PERSON
2,762 GSF/100 SF/PERSON = 28 PERSONS MAXIMUM
DISTANCE TO EXIT
ASSEMBLY NFPA 101, 13.2.6
250' WITH SPRINKLERS
ACTUAL: 60'-7", FROM (E) BRIEFING ROOM 113
BUSINESS NFPA 101, 39.2.6
300' WITH SPRINKLERS
ACTUAL: 98'-8", FROM (E) BRIEFING ROOM 111
EGRESS CAPACITY
BUSINESS NFPA 101, 7.3.3.1
0.2 IN/PERSON
EXISTING ASSEMBLY NFPA 101, 13.2.3.2
.22 IN / PERSON
28 PERSONS X 0.2 IN / PERSON + 90 PERSONS X .22 IN / PERSON= 25.4
INCHES OF EXISTING WIDTH REQUIRED
(40") / 0.2 IN / PERSON + (40" + 72") / .22 IN / PERSON = 709 PERSONS
PROVIDED FOR
COMMON PATH OF TRAVEL
ASSEMBLY NFPA 101, 13.2.5.1.2
25', ANY NUMBER OF OCCUPANTS
ACTUAL: 0'
BUSINESS NFPA 101, 39.2.5.3.1
100' WITH SPRINKLERS
ACTUAL: 0'
MEANS OF EGRESS COMMENTS
ASSEMBLY: PER NFPA 7.2.4.1.2, HORIZONTAL EXITS SHALL BE PERMITTED
TO BE SUBSTITUTED FOR OTHER EXITS WHERE THE TOTAL EGRESS
CAPACITY AND THE TOTAL NUMBER OF THE OTHER EXITS (STAIRS,
RAMPS, DOOR OPENINGS LEADING OUTSIDE THE BUILDING) IS NOT LESS
THAN HALF THAT REQUIRED FOR THE ENTIRE AREA OF THE BUILDING OR
CONNECTED BUILDINGS, AND PROVIDED THAT NONE OF THE OTHER EXITS
IS A HORIZONTAL EXIT.
BUSINESS: PER NFPA 39.2.4.3, A SINGLE EXIT SHALL BE PERMITTED FOR A
ROOM OR AREA WITH A TOTAL OCCUPANT LOAD OF LESS THAN 100
PERSONS, PROVIDED THAT ALL OF THE FOLLOWING CRITERIA ARE MET:
(1) THE EXIT SHALL DISCHARGE DIRECTLY TO THE OUTSIDE AT THE LEVEL
OF EXIT DISCHARGE FOR THE BUILDING.
(2) THE TOTAL DISTANCE OF TRAVEL FROM ANY POINT, INCLUDING
TRAVEL WITHIN THE EXIT, SHALL NOT EXCEED 100 FT (30 M).
FIRE EXTINGUISHERS:
TYPE A, MAX TRAVEL DISTANCE: 75 FT
NFPA 10, 6.2.1.2.2
ACTUAL: 2 NEW EXTINGUISHER CABINETS PROVIDED, SEE A-550
EXTINGUISHERS ARE GF/GI
FEC
FEH
FEC
NEW
(E) FIRE EXTINGUISHER CABINET
(E) FIRE EXTINGUISHER HOOK
(N) FIRE EXTINGUISHER CABINET
1238 SF
(E) BRIEFING ROOM
249 SF
(E) BRIEFING ROOM
188 SF
(E) BRIEFING ROOM
188 SF
(E) BRIEFING ROOM
145 SF
COMM
125 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
122 SF
BRIEFING ROOM
125 SF
BRIEFING ROOM
23 SF
STO.
202 SF
BRIEFING ROOM
72 SF
VESTIBULE
998 SF
OPEN OFFICE
SHEET
IDENTIFICATION
1 2 3 4
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1 FIRE PROTECTION PLAN
KEY PLAN
PLAN NORTH
8 6 4 2 0 8 16
SCALE: 1/8"=1'-0"
NEW SAPF BOUNDARY
SHEET NOTE: A GOVERNMENT REPRESENTATIVE MUST BE
PRESENT WHILE ANY WORK IS OCCURING IN THIS AREA DUE TO
CLASSIFIED OPERATING EQUIPMENT.
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NOTES:
1. DEMOLISH ALL EXISTING SPRINKLERS AND SPRINKLER PIPING IN THE AREA OF SAPF
RENOVATION.
2. DEMOLISH ALL EXISTING SPRINKLER PIPE HANGARS AND BRACES IN THE AREA OF SAPF
RENOVATION. EXISTING SPRINKLER PIPE HANGARS AND BRACES MAY BE RE-USED IF THEY ARE IN
GOOD SERVICABLE CONDITION, THEIR VERIFIED LOCATIONS ARE USABLE, AND THEY ARE
COMPLIANT WITH CONTRACT REQUIREMENTS.
3. DESIGN AND INSTALL A NEW SPRINKLER SYSTEM IN THE AREA OF SAPF RENOVATION.
PROVIDE A SINGLE POINT OF CONNECTION TO THE EXISTING SPRINKLER SYSTEM PIPING OUTSIDE
THE AREA OF SAPF RENOVATION (THIS WILL REDUCE SPRINKLER PIPE PENETRATIONS OF THE
SCIF PERIMETER TO JUST ONE WALL PENETRATION). ENSURE THE NEW SPRINKLER PIPING IS
DESIGNED AND INSTALLED TO SLOPE TOWARDS THIS ONE SAPF WALL PENETRATION FOR
SPRINKLER SYSTEM DRAINAGE.
4. PROVIDE A U.L. LISTED DIELECTRIC UNION INSIDE THE SAPF PERIMETER ADJACENT TO THE
SPRINKLER PIPE PENETRATION, OR GROUND THE PIPE WITHIN 6 INCH OF THE PERIMETER
PENETRATION USING A NO. 4 WIRE (0.2043-DIAMETER COPPER WIRE) TO THE BUILDING GROUND.
5. PROVIDE A NEW CROSS MAIN OUTSIDE THE SAPF TO CONNECT THE EXISTING BRANCH LINES
TOGETHER AS NEEDED FOR PROPER SPRINKLER SYSTEM FUNCTION AND DRAINAGE.
6. SAPF SPRINKLER SYSTEM DESIGN CRITERIA:
OCCUPANCY: LIGHT HAZARD
DESIGN DENSITY: 0.1 GPM/SF
DESIGN AREA: 1500 SF
MINIMUM K-FACTOR: 5.6
HOSE STREAM: 250 GPM
7. WATER SUPPLY DATA (TO BE VERIFIED BY WATERFLOW TESTING CONDUCTED BY THE
CONTRACTOR):
STATIC PRESSURE: 95 PSI
RESIDUAL PRESSURE: 85 PSI
FLOW: 1250 GPM
8. CONDUCT WATERFLOW TESTING IN ACCORDANCE WITH THE PROCEDURES CONTAINED IN
NFPA 291 TO DETERMINE AVAILABLE WATER SUPPLY FOR THE WATER-BASED FIRE
EXTINGUISHING SYSTEMS. THE FLOW TEST MUST BE PERFORMED UNDER THE DIRECTION OF THE
CORPS OF ENGINEERS FIRE PROTECTION ENGINEER.
1 2 3 4
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WET-PIPE SPRINKLER SYSTEMS
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes: Modification of existing wet-pipe automatic fire sprinkler system as indicated on the Drawings and as specified.
1.2 SUBMITTALS
A. Preliminary Shop Drawings: Prior to detailed submission, submit preliminary layout of finished ceiling areas indicating only head locations coordinated with ceiling installation.
B. Shop Drawings: For areas of new work, provide hydraulic calculations, detailed pipe layout, hangers and supports, components and accessories. Indicate system controls. Depict demolition and renovation work; indicate points of disconnection and connection to and from the existing system for each phase of work. Indicate existing portions of system to remain.
C. Product Data: Provide data on sprinkler heads, valves, and specialties, including manufacturers’ catalog information. Submit performance ratings, rough-in details, weights, support requirements, and piping connections.
D. Submit shop drawings, product data, hydraulic calculations to authority having jurisdiction if required.
E. Manufacturer’s Certificate: Certify that system has been tested and meets or exceeds specified requirements.
1.3 SYSTEM DESCRIPTION
A. Existing system shall be modified to provide coverage for building renovation areas as noted on the Drawings.
1.4 RECORD DOCUMENTS
A. Record actual locations of sprinkler heads and deviations of piping from drawings. Indicate drain and test locations.
1.5 OPERATION AND MAINTENANCE DATA
A. Maintenance Data: Include components of system, servicing requirements, Record Drawings, inspection data, replacement part numbers and availability, and location and numbers of service depot.
1.6 QUALITY ASSURANCE
A. Perform Work in accordance with NFPA 13 (2016).
B. Equipment and Components: Bear UL and FM label or marking, as applicable.
C. Qualifications:
1. Sprinkler System Installer: Work specified in this section shall be performed by the Sprinkler System Installer who is regularly engaged in the installation of the type and complexity of system specified in the contract documents, and who has served in a similar capacity for at least three systems that have performed in the manner intended for a period of not less than 6 months. Submit the name and documentation of certification of the proposed Sprinkler System Installer, concurrent with submittal of the Fire Protection Specialist Qualifications.
2. Fire Protection Specialist: Perform work specified in this section under the supervision of and certified by the Fire Protection Specialist who is an individual registered professional engineer in a related engineering discipline with a minimum of 5 years experience, dedicated to fire protection engineering that can be verified with documentation or who is certified as a Level III Technician by National Institute for Certification in Engineering Technologies (NICET) in the Automatic Sprinkler System Layout subfield of Fire Protection Engineering Technology in accordance with NICET 1014-7. Submit the name and documentation of certification of the proposed Fire Protection Specialists, no later than 14 days after the Notice to Proceed and prior to the submittal of the sprinkler system drawings and hydraulic calculations.
D. Regulatory Requirements:
1. Hydraulic calculations, product data, shop drawings: Bear stamp of the Fire Protection Specialist.
PART 2 - PRODUCTS
2.1 APPROVED MANUFACTURERS
A. The following manufacturers are approved for use subject to the detailed requirements of the Drawings and Specifications.
1. Hangers: Elcen, Fee & Mason, Grinnell, F&M, Michigan.
2. Check, Gate, and Globe Valves: Jenkins, Crane, Mueller, Kennedy, Grinnell, United, Nibco, Clow, Central.
2.2 MATERIALS
A. Pipe and Fittings:
1. Aboveground piping shall be steel. Except as modified herein, steel pipe shall be black as permitted by NFPA 13 and shall conform to applicable provisions of ASTM A795/A795M, ASTM A53/A53M, or ASTM A135/A135M.
Pipe in which threads or grooves are cut or rolled formed shall be Schedule 40 or shall be listed by Underwriters' Laboratories to have a corrosion resistance ratio (CRR) of 1.0 or greater after threads or grooves are cut or rolled formed. Pipe shall be marked with the name of the manufacturer, kind of pipe, and ASTM designation.
2. Fittings shall be cast iron conforming to ASME B16.4, steel conforming to ASME B16.9 or ASME B16.11, or malleable iron conforming to ASME B16.3. Fittings into which sprinklers, drop nipples or riser nipples (sprigs) are screwed shall be threaded type. Plain-end fittings with mechanical couplings, fittings that use steel gripping devices to bite into the pipe and segmented welded fittings shall not be used.
B. Sprinklers:
1. Pendant and Upright: Sprinklers shall match existing sprinklers. Sprinklers with internal O-rings shall not be used. Sprinklers shall be used in accordance with their listed coverage limitations. Temperature classification shall be ordinary. Sprinklers in high heat areas including attic spaces or in close proximity to unit heaters shall have temperature classification in accordance with NFPA 13. Extended coverage sprinklers shall not be used. Pendent sprinkler shall be of the fusible strut or glass bulb type, recessed quick-response type with nominal 1/2 inch orifice.
Pendent sprinklers shall have a polished chrome finish. Upright sprinkler shall be brass quick-response type and shall have a nominal 1/2 inch or 17/32 inch orifice.
2. Ensure the correct number (per NFPA 13) of spare sprinklers to match those in the areas of renovation work are provided and stored in the existing fire sprinkler head cabinet. Provide a wrench if necessary.
C. Piping Hangers:
1. Shall listed in the UL Fire Protection Directory or FM Approval Guide and conform to NFPA and UL standards for spacing, number, size, and type. Pipe to be generally supported by clamps and rods secured to overhead construction.
D. Piping specialties:
1. Sleeves: Unless otherwise detailed or required by code, provide 20 gauge galvanized sleeves around all pipes passing through walls and floors packed with Thical.
PART 3 - EXECUTION
3.1 PREPARATION
A. Examine architectural drawings for information pertinent to installation of piping and sprinkler heads.
B. Coordinate work of this Section with other affected work.
3.2 INSTALLATION - PIPING
A. Sprinkler piping shall be concealed above ceiling where possible. Sprinkler heads in ceiling shall be chrome plated, unless noted otherwise. Sprinkler heads located in rooms where there is no ceiling may be standard bronze upright or pendant as required. Sprinkler heads located in areas with lay-in acoustical ceilings shall be centered in lay-in acoustical unit.
B. Screw Jointed: Cut pipe accurately to measurements established at building. Work into place without springing or forcing. Proper provision shall be made for expansion and contraction of piping. Pipe and fittings shall be free from burrs and fins. All pipe shall be threaded and reamed.
Apply lubricant to male threads only. Full cut thread and no more than three threads shall remain exposed on the pipe after threading.
C. Protection: Protect materials, fittings and fixtures properly and effectively. Pipe openings shall be closed so as to prevent obstructions and damage.
D. Drainage: Wherever piping is trapped, an auxiliary draw-off shall be provided. All piping to drain back to riser main drain except where auxiliary drains are provided.
E. Welding: On-site welding of sprinkler piping will not be permitted.
F. Groove Joining: Pipe joined with mechanical grooved couplings shall be joined by a listed combination of couplings, gaskets and grooves. Grooves cut or rolled on pipe shall be dimensionally compatible with the coupling.
G. In general, install sprinkler piping at maximum height throughout the building. Offset piping as required to clear mechanical ductwork, piping, building structure, etc.
H. The mechanical systems installation (equipment, ductwork, piping, etc.) shall have priority over space within the building.
I. Sprinkler heads located 7 feet or less above finished floor elevation shall be provided with approved guards.
J. Labeling: All new sprinkler pipe 2" and larger shall be provided with plastic labels of standard manufacturer to identify piping as FIRE PROT WATER. Labels shall have red letters minimum 1” high, ¼” brush stroke, on white background. Labels shall be affixed at maximum intervals of 20’ to all fire protection system piping larger than 2” diameter. Arrow with direction flow.
3.3 INSTALLATION - GENERAL
A. Installation Requirements:
The installation shall be in accordance with the applicable provisions of NFPA 13.
B. Protection of Piping Against Earthquake Damage: Seismically protect the system piping against damage from earthquakes. This requirement is not subject to determination under NFPA 13. Install the seismic protection of the system piping in accordance with UFC 3-310-04, NFPA 13 and Annex A. Include the required features identified therein that are applicable to the specific piping system.
3.4 FIELD QUALITY CONTROL
A. Inspection By Fire Protection Specialists:
Prior to ceiling installation and concurrent with the Final Acceptance Test Report, certification by the Fire Protection Specialist that the sprinkler system is installed in accordance with the contract requirements, including signed approval of the Preliminary and Final Acceptance Test Reports. The Fire Protection Specialist shall: 1) inspect the sprinkler system periodically during the installation to assure that the sprinkler system is being provided and installed in accordance with the contract requirements, 2) witness the preliminary and final tests, and sign the test results, 3) after completion of the system inspections and a successful…
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