Attachment 23 - Seed Project RTA - 942 North - 1Jun17.pdf

SHEET

IDENTIFICATION

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Pr ep ar ed

U nd e r th e D ire c t io n of

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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

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B ag le y

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D at e:

JU

N E

D at e:

JU

N E

/s / R ic k

Po ep pe lm an , P

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1 2 3 4

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

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G-001

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B942 NORTH SQUAD OPS SAPF

UPGRADE

AZ

P2 #464764 P2

RTA SUBMITTAL

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N

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ELUKE AFB

9-

-0

SHEET INDEX

Sheet Number Sheet Name

TELECOMMUNICATIONS

TD101 TELECOMMUNICATION DEMO

T-010 SPECIFICATIONS

T-100 TELECOMMUNICATION LEGEND

T-101 TELECOMMUNICATION PLAN

T-501 TELECOMMUNICATION DETAILS

SHEET INDEX

Sheet Number Sheet Name

MECHANICAL

MD101 HVAC DUCT

MD102 HVAC PIPING

M-001 GENERAL MECHANICAL NOTES

M-101 HVAC DUCT PLAN

M-102 HVAC PIPING PLAN

M-501 HVAC DETAIL

ELECTRICAL

ED101 DEMO PLAN

E-010 SPECIFICATIONS

E-100 LEGEND

E-101 POWER PLAN

E-102 LIGHTING PLAN

E-103 SECURITY PLAN

E-501 LIGHTING DETAILS

E-502 POWER DETAILS

E-601 SECURITY DIAGRAM

E-602 PANEL SCHEDULES

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

TOTAL: 37 SHEETS

LUKE PROJECT # FY-16 NUEX 1030707

Attachment 23 - FA488721R0003 Seed Project RTA - 942 North

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US Army Corps of Engineers ®

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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. 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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PLAN NORTH

VICINITY MAP

NOT TO SCALE

EL

M

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AG

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D

LUKE AFB

LUKE AFB

TO PHOENIX

PROJECT LOCATION

INDIAN SCHOOL RD.

NORTHERN PKWY.

LI

TC

H

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D

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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

SPAD ST.

N nd

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N rd

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SUPER SABRE ST.

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W. PHANTOM ST.

W. MUSTANG ST.

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PROJECT LOCATION

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NOTE: COORDINATE WITH CUSTOMER AND COR TO DETERMINE LAYDOWN AREA.

HAUL ROUTE

SOUTH GATE VISITOR CENTER /

VEHICLE INSPECTION AREA

3 X X

S E CU R E S ID E

3X

3X M

INIMUM

M AN -BA R A T P ART ITI O NI F DUC T O PEN ING SI ZEE XC EED S 9 6 S Q UA REI NC HES

A CO UST ICA LLY RA TEDP AR TIT IO N (P LAN VI EW )

1 2" X 12 " A CCE SSH ATC H (I N BO TTO MO F D UCT)

A CO US TIC AL LY LI NED , THR U- W AL L SHE ETM ET AL TR AN SFE R DUC T.

N O N CO NDU CTI VE BRE AK (FL EX CO N NEC TIO N)F O R A 2-I NCH TO 6- INC H SEC TIO N O F T HE DUC T.

S E CU R E S ID E

3X X

SECURE SIDE

3X

3X M

IN

IM

U M

MAN-BAR AT PARTITION

IF DUCT OPENING SIZE

EXCEEDS 96 SQUARE

INCHES

ACOUSTICALLY RATED

PARTITION (PLAN VIEW)

12" X 12" ACCESS

HATCH (IN BOTTOM

OF DUCT)

ACOUSTICALLY LINED, THRU-WALL SHEET

METAL TRANSFER DUCT.

NON CONDUCTIVE BREAK (FLEX CONNECTION)

FOR A 2-INCH TO 6-INCH SECTION OF THE DUCT.

SECURE SIDE

SHEET

IDENTIFICATION

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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

J

49' - 9 1/2"

SHEET

IDENTIFICATION

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C

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N o:

Pl ot

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Pl ot

D a t e:

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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

NEW SAPF BOUNDARY

Keynote Legend

Key Value Keynote Text

1 REMOVE (E) FURRED OUT STUDS AND GWB; PREPARE FOR REPLACEMENT WITH NEW STUDS, SOUND BATT

INSULATION, AND 2 LAYERS GWB (MIN. 50 STC).

2 REMOVE (E) VAULT DOOR; PREPARE FOR INSTALLATION OF (N) EXIT-ONLY VAULT DOOR.

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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

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" x

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Fi le

N o:

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Pl ot

D a t e:

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N o:

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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"

NOTE: WALL EXTENDS TO

STRUCTURE ABOVE. CUT

DRYWALL TO MATCH SLAB

FLUTING. SEAL GAPS AT DECK

CONNECTION WITH

ACOUSTICAL SEALANT.

MIN. 50 STC

(E) WALL (N) WALL

(E) WALL

(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

SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

" x

4"

C

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0 1 2

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

1/2

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1 2 3 4

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R ev ie w ed b y:

US Army Corps of Engineers ®

" x

4"

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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.

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.

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.

M

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AT

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C

C A

C A

EQ EQ

26' - 2"

5'

0"

4' - 9 1/2"

101A

101B

17' - 3 1/2"

A-101

24 SF

SAPF VESTIBULE

A-101

150 SF

(E) BRIEFING RM

151 SF

(E) BRIEFING RM

151 SF

(E) BRIEFING RM

150 SF

(E) BRIEFING RM

188 SF

(E) BRIEFING RM

188 SF

(E) BRIEFING RM

249 SF

(E) BRIEFING RM

430 SF

(E) MSN. PLAN.

148 SF

(E) MSN. PLAN.

976 SF

(E) BRIEFING RM.

113A

113B

97 SF

(E) MSN. PLAN.

610 SF

(E) OPEN OFFICE

145 SF

COMM.

SHEET

IDENTIFICATION

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

A

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CO

RP

S O

F

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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

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A-101

F L O

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PL

AN

NE

W

SA

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D

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T A L

PLAN NORTH

8 6 4 2 0 8 16

SCALE: 1/8"=1'-0"

1/8" = 1'-0"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 INSTALL (N) VAULT DOOR (MIN. 50 STC) MEETING ICD/ICS 705 REQUIREMENTS; PATCH AND PAINT (E)

ADJACENT WALLS TO MATCH.

3 CONSTRUCT (N) WALL TYPE 2, FROM SLAB TO UNDERSIDE OF ROOF DECK.

4 INSTALL (N) 2 x 4 CLG. GRID SYSTEM; SEE A-510.

5 INSTALL (N) EXIT ONLY VAULT DOOR (MIN. 50 STC) MEETING ICD/ICS 705 REQUIREMENTS; PATCH AND

PAINT (E) ADJACENT WALLS TO MATCH.

6 PROVIDE (N) LOCK CYLINDER AND CORE; SEE A-620.

M

AR

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AP

PR

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 (IF CLASSIFIED MATERIAL OR EQUIPMENT REMAINS IN THIS AREA).

5. SEE AETC FIRST 400 FEET STANDARD GUIDANCE WITH LUKE SUPPLEMENT FOR INFORMATION ON ELECTRICAL BACKERBOARD REQUIREMENTS; SEE ALSO

ELECTRICAL DRAWINGS.

6. CONTRACTOR SHALL ENSURE THAT FACILITY MEANS OF EGRESS ARE MAINTAINED DURING CONSTRUCTION.

1/4" = 1'-0"2

PARTIAL REFLECTED CEILING PLAN -

VESTIBULE

1/4" = 1'-0"3

PARTIAL REFLECTED CEILING PLAN -

COMM

4 2 0 4 8

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

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

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CO

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S O

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G

IN

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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

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A-510

TY

PI

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SU

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PRSHEET 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"1 JAMB/HEAD - 3-5/8" STUD

6" = 1'-0"2 SILL - VAULT THRESHOLD

3" = 1'-0"3 (N) VAULT DOOR @ CMU - JAMB/HEAD SIM.

3" = 1'-0"4

(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

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R ev ie w ed b y:

US Army Corps of Engineers ®

" x

4"

C

B

A

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N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

Sp ec

N o:

Su bm itt al

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C hi ef

Ar ch ite ct ur al

D es ig n

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N O

RT

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/

:3 9:

A

M

J

U

LY

P2

M

VA

LE

N

TI

N

E M

ZV

/s / M ar k

K Ba gl ey

L0 2_

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

N O

RT

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/

:3 9:

A

M

J

U

LY

P2

M

VA

LE

N

TI

N

E M

ZV

/s / M ar k

K Ba gl ey

L0 2_

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

N O

RT

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/

:3 9:

A

M

J

U

LY

P2

M

VA

LE

N

TI

N

E M

ZV

/s / M ar k

K Ba gl ey

L0 2_

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

N O

RT

H

SQ

UA

D O

PS

SA

PF

U

PG

RA

DE

LU

KE

A

FB

AZ

/4

'-0

/3

0/

:3 9:

A

M

J

U

LY

P2

M

VA

LE

N

TI

N

E M

ZV

/s / M ar k

K Ba gl ey

L0 2_

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 113A, 113B, AND 114 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 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)

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

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

DOOR SCHEDULE

DOOR

NO. TYPE

DOOR

FIRE

RATING

FRAME DETAILS

COMMENTS

SIZE

MATL FINISH TYPE MATL FINISH HEAD JAMB SILLWIDTH HEIGHT THICKNESS

101A F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520 2/A-520 NOTE 1 & 2

101B F 3' - 0" 7' - 0" 2" STL P -- 1 STL P 1/A-520 1/A-520 2/A-520 NOTE 1 & 2

102 F 3' - 0" 7' - 0" 2" -- NOTE 5

113A F 3' - 6" 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

114 F 3' - 6" 7' - 0" 2" STL P 1 STL P 3/A-520 3/A-520 2/A-520 NOTE 1, 3, AND 4

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

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.

101 SAPF VESTIBULE NOTE 1 NOTE 1 NOTE 1 ACT 8'-0"

ASSEMBLY OCCUPANCY

BUSINESS OCCUPANCY

24 SF

SAPF VESTIBULE

150 SF

(E) BRIEFING RM

151 SF

(E) BRIEFING RM

151 SF

(E) BRIEFING RM

150 SF

(E) BRIEFING RM

188 SF

(E) BRIEFING RM

188 SF

(E) BRIEFING RM

249 SF

(E) BRIEFING RM

430 SF

(E) MSN. PLAN.

148 SF

(E) MSN. PLAN.

976 SF

(E) BRIEFING RM.

CAPACITY OF DOOR:

40 IN / 0.2 IN / PERSON =

200 PERSONS

CAPACITY OF DOOR:

40 IN / 0.22 IN / PERSON =

181 PERSONS

CAPACITY OF DOORS:

72 IN / 0.22 IN / PERSON =

327 PERSONS

40'-0"

9' -6

'-2

'-0

'-1

0"

'-4

22'-0"

18'-0"

10'-9"

'-9

'-4

3' - 0"

3' - 0"

HORIZ. EXIT

CAPACITY OF DOORS:

72 IN / 0.22 IN / PERSON =

327 PERSONS

'-0

11'-6"

(E) FIXED SEATINGFEC

FEH

FEH

R =

6"FEC

NEW

N

EW

FE

C

610 SF

(E) OPEN OFFICE

97 SF

(E) MSN. PLAN.

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

N O

RT

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/

:3 9:

A

M

J

U

LY

P2

M

VA

LE

N

TI

N

E M

ZV

/s / M ar k

K Ba gl ey

L0 2_

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

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

50 SEATS = 50 PERSONS MAXIMUM

COMM. ROOM 102 IS ANCILLARY, 0 PERSONNEL EXPECTED

BUSINESS NFPA 101, TABLE 7.3.1.2

100 SF/PERSON

2,775 GSF/100 SF/PERSON = 28 PERSONS MAXIMUM

DISTANCE TO EXIT

ASSEMBLY NFPA 101, 13.2.6

250' WITH SPRINKLERS

ACTUAL: 59'-1", FROM (E) BRIEFING ROOM 113

BUSINESS NFPA 101, 39.2.6

300' WITH SPRINKLERS

ACTUAL: 88'-4", FROM (E) BRIEFING ROOM 109

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 + 50 PERSONS X .22 IN / PERSON=

16.6 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

1/8" = 1'-0"F-101

1 FLOOR PLAN - LIFE SAFETY PLAN

8 6 4 2 0 8 16

SCALE: 1/8"=1'-0"

PLAN NORTH

FEC

FEH

FEC

NEW

(E) FIRE EXTINGUISHER CABINET

(E) FIRE EXTINGUISHER HOOK

(N) FIRE EXTINGUISHER CABINET

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

/3

0/

:3 7:

A

M

B 9

N O

RT

H

SQ

UA

D O

P S S

AP

F

UP

G

RA

D E

J

U

LY

P2

M W

EI

G

LE

Y

M W

W

/s / S ve n

H . L ie

L0 2_

C en tra l.r vt

9-

-0

MD101

HV

A C

D U C

T

SA

C R

AM

EN

TO

D

IS

TR

IC

T

J S

TR

EE

T

SA

C R

AM

EN

TO

, C

A

C H

AP

M

AN

R

TA

S U

BM

IT

T A L

NOTES:

1. DUCTING THAT SERVES AREAS

OUTSIDE OF THE PROJECT BOUNDARY

MUST BE RELOCATED TO REDUCE THE

NUMBER OF TRANSIENTS THROUGH

THE SECURE BOUNDARY.

2. THE TU-25 NEEDS TO BE SHIFTED SO

THAT IT WILL NOT CROSS THE SECURE

PERIMETER, CAUSING UNNECESSARY

PENETRATIONS. THE TU-25 NEEDS TO

MAINTAIN SERVICE TO THE DUCT IT

SERVES CURRENTLY.

3. THE 14" DUCT BRANCH LINE NEEDS

TO BE UPSIZED TO 20", AND THE 12"

DUCT CURRENTLY SERVING FPVAV-19

NEEDS TO BE UPSIZED TO 14" TO

ACCOMODATE THE ADDITIONAL 780

CFM THAT WILL SERVE THE

RELOCATED FPVAV-12 AND FPVAV-20.

4. FPVAV-10 NEEDS TO BE SHIFTED SO

THAT ITS BRANCH CONNECTS JUST

INSIDE THE BOUNDARY TO THE MAIN

DUCT LINE.

5. FPVAV-14 NEEDS TO BE SHIFTED TO

THE RIGHT.

NOTE: NOT TO SCALESEE NOTE 3.

SEE NOTE 1.

SEE NOTE 4.SEE NOTE 2.

SECURE

PERIMETER

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

R ev is io n

D at e

D

EM

O

LI

TI

O N

P

LA

N

SEE NOTE 5.

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

/3

0/

:3 7:

A

M

B 9

N O

RT

H

SQ

UA

D O

P S S

AP

F

UP

G

RA

D E

J

U

LY

P2

SL

B

JF

/S / J oh n

R . P ar ris h

L0 2_

C en tra l.r vt

9-

-0

MD102

HV

A C

P

IP

IN

G

SA

C

R

AM

EN

TO

D

IS

TR

IC

T

J

S

TR

EE

T

SA

C

R

AM

EN

TO

, C A

A.

M O

R

IT

A

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

SECURE

PERIMETER

DEMOLISH EXISTING

HHWS & HHWR PIPING

AS INDICATED

D

EM

O

LI

TI

O

N P

LA

N

NOTE: NOT TO SCALE

MECHANICAL SYMBOL LEGEND GENERAL NOTES

DESCRIPTIONSYMBOL

BALL VALVE

CHECK VALVE

UNION

DIRECTION OF PITCH DOWN

PRESSURE GAUGE WITH

GAUGE COCK

THERMOMETER WITH

THERMOMETER WELL

STRAINER (TYPE AS SPECIFIED)

GATE VALVE

BUTTERFLY VALVE - MANUAL

BUTTERFLY VALVE - MOTORIZED

PRESSURE RELIEF VALVE

FLOW SWITCH

HEATING WATER SUPPLY

HEATING WATER RETURN

CHILLED WATER

COMPRESSED AIR

CONDENSATE DRAIN

REFRIGERANT (SUCTION & LIQUID)

VALVE IN RISER

RISER DOWN (ELBOW)

RISER UP (ELBOW)

RISE OR DROP

BRANCH - TOP CONNECTION

BRANCH - BOTTOM CONNECTION

BRANCH - SIDE CONNECTION

CAP ON END OF PIPE

DIAGRAM OR DETAIL NUMBER

SHEET NUMBER

DIRECTION OF FLOW

FS

CW

HWS

HWR

CA

PG

R

D

2ND DIMENSION - DEPTH (IN)

1ST DIMENSION - SIDE SHOWN (IN);

RETURN OR TRANSFER GRILLE

ROUND DUCT SIZE (IN)

AIR TERMINAL TYPE AND CFM

CEILING ACCESS PANEL

EMERGENCY SHUTOFF SWITCH

FLEXIBLE CONNECTION

DUCT CHANGE OF

ELEVATION,

RISE (R), DROP (D)

SMACNA DUCT

PRESSURE

CLASSIFICATION, IN W.G.

CONICAL TAP

CEILING DIFFUSER

ELBOW WITH TURNING VANES

SUPPLY DUCT SECTION

MANUAL DAMPER

ELBOW UP (EXHAUST, RETURN

DUCT DIMENSION

FIRE DAMPER

VOLUME DAMPER

ELBOW DOWN (EXHAUST, RETURN

OR OUTSIDE AIR)

45° DEGREE TAP

OR OUTSIDE AIR)

EXHAUST, RETURN OR OUTSIDE

AIR DUCT END SECTION

ELBOW DOWN (SUPPLY)

ELBOW UP (SUPPLY)

24/12

(OR 24x12)

AIR

AIR

VD

FDFD

R

ES

T

24 ø

ABBREVIATIONS

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

AIR FOIL

ACTUAL CFM

AIR COMPRESSOR /

ALTERNATING CURRENT

APPROXIMATE

ALUMINUM

AIR PRESSURE DROP

AIR-COOLED CONDENSER

AF

ACFM

AC

ACC

APD

APPROX

ALUM

AFF

AHU

CW

CLEANOUT

COMPRESSOR

CIRCULATING PUMP

CONTINUED

CONNECTION

CUBIC FEET PER MINUTE

COMPRESSED AIR

BRITISH THERMAL UNITS

BRAKE POWER

CAPACITY

CENTRIFUGAL FAN

CEILING DIFFUSER

CEILING REGISTER

CABLE STANDARD

CATEGORY 5 ETHERNET

CAT5

CABINET HEATER

COLD WATER

CONTROL

CO2

PER HOUR

BRITISH THERMAL UNITS

CARBON DIOXIDE

CAP

CA

BTUH

CFM

CF

CD

BTU

BFP

BD

B

BHP

BP

BLDG

BI

CH

BACKDRAFT DAMPER

BOILER

CTL

BACKFLOW PREVENTER

BUILDING

BACKWARD INCLINED

BRAKE HORSEPOWER

CR

CO

COMPR

CP

CONT

CONN

DG

DF

DRAIN-WASTE-VENT

DB

DL

DWV

DDC

DWG

DN

DR

DOOR LOUVER

DOOR GRILLE

DRY BULB / DECIBELS

DRINKING FOUNTAIN

DRAIN

DIAMETER NOMINAL

DOWN /

DIRECT DIGITAL CONTROL

DRAWING

DIAMETER

FPM

FLR

FP

FS

FV

DEGREE FAHRENHEIT

FT

FTR

°F

FC

EMERGENCY SHUTOFFES

FCO

FIXT

FLEX

FD

FDC

FLOOR CLEANOUT

FLOOR DRAIN

FIRE DAMPER /

FLEXIBLE CONNECTION /

FORWARD CURVED

FIRE DEPARTMENT

FEET PER MINUTE

CONNECTION

FLOOR

FIRE PROTECTION

FIXTURE

FLEXIBLE

FLUE THROUGH ROOF

FACE VELOCITY

FIRE SPRINKLER

FEET

ET

EWH

ER

ESP

EWT

EXT

EACH / EXHAUST AIR

EXH

EXIST

EER

EF

EA

EAT

EFF

EMCS

ENT

EG

ELEV

ENTERING AIR TEMP

EXHAUST

EXISTING

ELECTRIC WATER HEATER

ENTERING WATER TEMP

EXTERNAL / EXTERIOR

ENERGY MONITORING &

CONTROL SYSTEM

EWC ELECTRIC WATER COOLER

EFFICIENCY

EXHAUST GRILLE

ENERGY EFFICIENCY RATIO

EXHAUST FAN

ELEVATION

EXTERNAL STATIC

EXPANSION TANK

ENTERING

EXHAUST REGISTER

NG

NO.

NO

NC

MOUNTING

MOUNTED

NAT GAS

NA

NATURAL GAS

NORMALLY CLOSED

NORMALLY OPEN

NATURAL GAS

NPSH

NOM

NOT APPLICABLE

NTS

MOTOR OPERATED DAMPER

MD

MBH

MIN

MECH

MAX

LEAVING WATER TEMP

MA

MOTORIZED DAMPER

1000 BTUH

MINIMUM / MINUTE

MECHANICAL

MAXIMUM

MTD

MOD

MIXED AIR

MTG

NUMBER

PRESSURE

POINT OF CONNECTION

PRESSURE REDUCING VALVE

PROPELLER

PHASE

PSI

PRV

PRESSURE DROP

PSIG POUNDS PER SQUARE INCH

PARTS PER MILLION

PROPANE / PUMP

GAUGE

PPM

P/A

POUNDS PER SQUARE INCH

P

PROPANE / AIR MIXTURE

PROP

OPER

OPNG

OD

NET POSITIVE SUCTION HEAD

NOMINAL

OA

NOT TO SCALE

PD

PRESS

POC

OPENING

OUTSIDE DIAMETER

OUTSIDE AIR

OPERATING

GALLONS PER MINUTE

GALLONS PER HOUR

WATER

GROUND

GROUND CLEANOUT

HX

HWS

GALLON

GAS

HEATING WATER RETURN

HEATING AND VENTILATING

HEAT EXCHANGER

HEATING WATER SUPPLY

HEATING

HOSE BIBB

HEIGHT

HEAT RECOVERY UNIT

HWR

H2O

GRND

HB

GPM

GAL

G

GPH

GCO

HVAC

HV

HWC

HW

HTG

HR

HP

HT

HRU

HOUR

KILOWATTKW

LBS

LAT

INCHES WATER GAGE

INVERT ELEVATION

INSIDE DIAMETER

INDIRECT WASTE

INCH

POUNDS

LEAVING

LEAVING AIR TEMP

LWT

LVG

IN ACCORDANCE WITH

HIGH TEMPERATURE HOT

HORSEPOWER / HEAT PUMP

HTHWS

WATER SUPPLY

HOT WATER (RE)CIRCULATION

AIR CONDITIONING

HEATING, VENTILATING &

HEATING WATER

DOMESTIC HOT WATER /

IN

IE

IN WG

IW

ID

WATER RETURN

HIGH TEMPERATURE HOT

IAW

HTHWR

TOTAL STATIC PRESSURE

TYPICAL

UNDERCUT (DOOR)

TRANSFER GRILLE

SYSTEM

TEMPERATURE

UNIT HEATER

VELOCITY

VARIABLE FREQUENCY DRIVE

VENT THROUGH ROOF

VOLUME DAMPER

VENT / VOLTAGE

VARIABLE AIR VOLUME

SMOKE DAMPER

SECOND

SUPPLY AIR

REQUIREMENT

RETURN REGISTER

SANITARY SEWER

SENSIBLE

SANITARY SEWER

STORM SEWER

STANDARD

SQUARE FEET

SENSIBLE HEAT CAPACITY

STATIC PRESSURE

SUPPLY

WITH

SHEET METAL & AIR

CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION

CONTROL SYSTEM

UMCS UTILITY MONITORING &

WATER HEATER /

VOLTS DIRECT CURRENT

SNVT STANDARD NETWORK

VDC

WALL HYDRANT

SUPPLY FAN /

SQUARE FEET

WATER HAMMER ARRESTER

WATER PRESSURE DROP

WEIGHT

WATER GAGE

WET BULB

WATER COLUMN

WALL CLEANOUT

WATER

WATTS / WATER / WASTE

SP

SPLY

SQ FT

SMACNA

SENS

SF

SHC

SS

SYST

TEMP

TG

ST

STD

SEC

RG

RH

RM

REQ'D

QTY

RA

RPBFP

SA

SD

S

RPM

RQMT

RR

TSP

WTR

QUANTITY

RETURN AIR

WT

WH

WHA

WPD

REDUCED PRESSURE

BACKFLOW PREVENTER

REVOLUTIONS PER MINUTE

ROOM

REQUIRED

RETURN GRILLE

RELATIVE HUMIDITY

WG

VAV

VD

V

TYP

UC

UH

VEL

WB

WC

WCO

W/

VFD

VTR

W

DIA, ø

PH, ø

EXHAUST GRILLE

TS TIMED SWITCH

THERMOSTAT

1. "GENERAL NOTES" APPLY TO ALL MECHANICAL DRAWINGS. "KEY NOTES" APPLY

ONLY TO THE SHEETS ON WHICH THEY APPEAR.

2. SOME SYMBOLS/ABBREVIATIONS INDICATED ON THIS LEGEND SHEET MAY NOT

APPEAR IN THE DRAWINGS.

3. DIMENSIONS ON MECHANICAL DRAWINGS ARE INDICATED IN FEET AND INCHES.

4. REFER TO THE SPECIFICATIONS FOR INFORMATION THAT SUPPLEMENTS THESE

NOTES AND OTHER DRAWING INFORMATION.

5. MECHANICAL DRAWINGS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT. PROVIDE

ANY ADDITIONAL DROPS, RISES, OR OFFSETS REQUIRED FOR A COMPLETE SYSTEM

INSTALLATION. COORDINATE EXACT ROUTING OF MECHANICAL WORK WITH ALL

OTHER TRADES AND OBSTRUCTIONS PRIOR TO BEGINNING WORK. COORDINATE

EXACT LOCATIONS OF CEILING MOUNTED EQUIPMENT WITH LIGHTS, CEILING GRID,

SPRINKLERS AND OTHER OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS IF

APPLICABLE.

6. EQUIPMENT SHOWN ON THE DRAWINGS WAS OBTAINED FROM COMMON

MANUFACTURERS OF HVAC EQUIPMENT AND ACCOUNTS FOR CLEARANCES AND

OVERALL DIMENSIONS. SELECT AND PROVIDE HVAC EQUIPMENT THAT WILL FIT IN

THE MECHANICAL SPACES PROVIDED, WHILE MAINTAINING MANUFACTURER'S

MAINTENANCE CLEARANCES.

7. THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE WORK

REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR

EXECUTING IT PROPERLY. IF THE CONTRACTOR FINDS DISCREPANCIES IN THE

CONSTRUCTION DOCUMENTS OR SPECIFICATIONS, THEN THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. THE CONTRACTOR SHALL WORK

TO HAVE ALL DISCREPANCIES RESOLVED WELL IN ADVANCE OF ACTUAL

CONSTRUCTION OCCURRING.

8. PROVIDE SUPPORT FOR ALL DUCTWORK, PIPING, AND MECHANICAL EQUIPMENT.

FIELD VERIFY ALL EQUIPMENT DIMENSIONS PRIOR TO FABRICATION OF EQUIPMENT

SUPPORTS. WHERE INDICATED ON DRAWINGS, FLOOR MOUNTED EQUIPMENT SHALL

HAVE HOUSEKEEPING PADS EXTENDING 4 INCHES OUTSIDE THE EQUIPMENT

ENVELOPE AND MINIMUM 4 INCHES HIGH FOR EQUIPMENT WITHOUT DRAINS OR 6

INCHES HIGH FOR EQUIPMENT WITH DRAINS.

9. COORDINATE WITH GENERAL CONTRACTOR ACCESS PANEL LOCATIONS IN WALLS

AND DRYWALL CEILINGS FOR ACCESS TO VALVES, DAMPERS, CONTROLS,

EQUIPMENT REQUIRING SERVICING, AND DUCTWORK ACCESS PANELS. DUCTWORK

ACCESS PANELS SHALL BE PROVIDED FOR FIRE DAMPERS, AND ACTUATORS IN THE

DUCTWORK, PANEL SIZE SHALL BE AS REQUIRED PER THE SPECIFICATIONS.

10. DUCT DIMENSIONS NOTED ON THE DRAWINGS ARE INSIDE FREE AREA

DIMENSIONS. DIFFUSER AND GRILLE NECK SIZES ARE THE SAME DIMENSIONS AS

THE DUCTWORK RUN-OUT TO THE DEVICE, UNLESS OTHERWISE NOTED.

11. USE INSULATED FLEXIBLE DUCT TO CONNECT SUPPLY AIR DIFFUSERS, UNLESS

SHOWN OTHERWISE. THE MAXIMUM LENGTH OF RUN FOR FLEXIBLE DUCT SHALL BE

5’-0” AND SHALL BE INSTALLED FREE OF KINKS AND ABRUPT TURNS. MAXIMUM

UNSUPPORTED LENGTH SHALL BE 3’-0”. FLEXIBLE DUCT TO DIFFUSER SHALL BE

SAME SIZE AS DIFFUSER NECK, UNLESS OTHERWISE NOTED.

12. SUPPLY, RETURN AND EXHAUST DIFFUSERS/GRILLES SHALL HAVE BALANCE

DAMPERS IN THE DUCT, UNLESS DAMPERS ARE NOTED IN THE AIR DEVICE

SCHEDULE. LOCATE BALANCE DAMPERS AS NEAR AS POSSIBLE TO DUCT BRANCH

TAKEOFF WHILE MINIMIZING ACCESS DIFFICULTIES.

13. FOR EQUIPMENT WITH DRAINS, PROVIDE DRAIN PIPE FROM THE EQUIPMENT TO

THE NEAREST FLOOR DRAIN OR MOP SINK.

14. DO NOT LOCATE MECHANICAL WORK IN ELECTRICAL OR COMMUNICATION

ROOMS, EXCEPT FOR RUNOUTS SPECIFICALLY SERVING THE RESPECTIVE ROOM.

WATER PIPES SHALL NOT BE INSTALLED ABOVE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL CONTRACTOR TO PREVENT ROUTING PIPE OVER

ELECTRIC EQUIPMENT WHERE POSSIBLE.

15. SIZE EQUIPMENT DESIGNATED TO HAVE A FACTORY MOUNTED DISCONNECT

SWITCH FOR THE ELECTRICAL CHARACTERISTICS OF THAT PIECE OF EQUIPMENT.

EQUIPMENT THAT DOES NOT HAVE A FACTORY MOUNTED DISCONNECT SHALL HAVE

A FIELD INSTALLED DISCONNECT PROVIDED AND INSTALLED BY THE ELECTRICAL

CONTRACTOR.

16. WALL MOUNT THERMOSTATS IN THE SPACE TO BE CONTROLLED. FURNISH,

INSTALL, AND WIRE THERMOSTATS, EXCEPT WHERE PROVIDED BY THE FACTORY.

THERMOSTATS SHALL AVOID CASEWORK. UNLESS OTHERWISE NOTED, MOUNT

WALL THERMOSTATS/TEMPERATURE SENSORS ON THE WALL A MINIMUM HEIGHT OF

54” ABOVE FINISHED FLOOR.

17. COORDINATE DUCTWORK AND PIPING LOCATIONS WITH TELECOMMUNICATIONS

CABLE TRAYS. MAINTAIN 12" CLEAR SPACE ABOVE TRAYS TO COMPLY WITH I3A

TECHNICAL CRITERIA. WHERE MINIMUM CLEARANCE CAN NOT BE MAINTAINED DUE

TO AVAILABLE SPACE LIMITATIONS, NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE AND NEC TO RESOLVE.

18. THE CONTRACTOR IS REQUIRED TO ABIDE BY ALL APPLICABLE REQUIREMENTS

OF THE UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) FOR AIR FORCE

PROJECTS.

A-1 X

DOA DEDICATED OUTSIDE AIR

RIS RUBBER IN SHEAR

SWITCH

PRESSURE

VARIABLE TYPE

AMERICAN SOCIETY OFASHRAE

HEATING, REFRIGERATION

AND AIR-CONDITIONING

ENGINEERS

AIR SEPERATORAS

DIRECT EXPANSIONDX

HZ FREQUENCY

KILOWATT-HOURKWH

DESCRIPTIONSYMBOL

AIRFLOW INDICATOR

DUCT TRANSITION

BLDC BRUSHLESS DC MOTOR

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

2"

'-0

/3

0/

:3 6:

A

M

B 9

N O

RT

H

SQ

UA

D O

P S S

AP

F

UP

G

RA

D E

J

U

LY

P2

M W

EI

G

LE

Y

M W

W

/s / S ve n

H . L ie

L0 2_

C en tra l.r vt

9-

-0

M-001

G

EN

ER

AL

M E C

HA

N I

CA

L

NO

TE

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

C H

AP

M

AN

R

TA

S U

BM

IT

T A L

RF HONEYCOMB FILTER

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

TU-25

FPVAV-11

FPVAV-11

FPVAV-15

FPVAV-21

FPVAV-20

FPVAV-12

FPVAV-22

FPVAV-14

FPVAV-10

240 CFM

240 CFM

240 CFM

240 CFM

220 CFM

220 CFM

130 CFM

130 CFM

170 CFM

170 CFM

200 CFM 200 CFM

190 CFM 190 CFM

CFM 140 CFM

140 CFM 140 CFM

140 CFM 100 CFM

140 CFM

140 CFM

100 CFM

150 CFM

8"ø 8"ø

8"ø 8"ø

8"ø-8"ø8"ø-8"ø

16"ø

12"ø

10"ø

16"ø

10"x8"

8"ø

8"ø

8"ø

12"ø

16"ø

10"ø

8"ø

8"ø

8"ø

8"ø 8"ø

8"ø

8"ø

6"ø

8"ø

10"ø

10"ø

18"ø

16"ø ø8"

8"ø 8"ø

16"x10"

10"ø

24"ø

24"ø ø8" 8"ø

8"ø

8"ø

10"ø

10"ø 10"ø ø8"

8"ø 12"ø

(N)

(N)

(N)

(N) (N)

(N)

(N)

(N)

FPVAV-19

12" (N)

14" (N)

(N)

(N)

(N)

(N)

(N)

(N)

(N

INSTALL NEW FLEX DUCT

TO NEW SUPPLY DIFFUSERS

(N)

INSTALL NEW FLEX DUCT TO

EXISTING SUPPLY DIFFUSERS

INSTALL NEW FLEX DUCT TO

EXISTING SUPPLY DIFFUSERS

SEE NOTE 3

ON MD101.

INSTALL NEW FLEX DUCT TO

EXISTING SUPPLY DIFFUSERS

(N)

(N)

(E)

(N) 16" X 10"

RELOCATED. SEE

NOTE 2 ON MD101

(N)

(N)(N)

10"x8"10"x8"

10"x8"

10"x8"10"x8"

(N)(E)

(E)(N)

NEW 10"X8" (Z) SUPPLY DUCT. SEE DETAIL

1/M-501, BUT OMIT WAVE GUIDE-BELOW-CUTOFF

RF FILTER AND OMIT ACCESS HATCH SINCE DUCT

OPENING IS LESS THAN 96 SQUARE INCHES.

EXISTING 48" X 24"

RETURN AIR OPENING

PROVIDE (N)

24" X 24" (Z)

RETURN

DUCT. SEE

NOTE 3 AND

DETAIL

1/M-501.

(N)

(N)

(N) (N) ø8"

8"ø 10"ø

"ø

(N) (N

(N)

(N) 24"ø

(N)18"ø

24"ø

24"ø (N)

(E)

24" X 24"

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

/4

'-0

/3

0/

:3 2:

P

M

B 9

N O

RT

H

SQ

UA

D O

P S S

AP

F

UP

G

RA

D E

J

U

LY

P2

M W

EI

G

LE

Y

M W

W

/s / S ve n

H . L ie

L0 2_

C en tra l.r vt

9-

-0

M-101

H V

AC

D

UC

T

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

C H

AP

M

AN

R

TA

S U

BM

IT

T A L

NOTES:

1. DUCTWORK AND EQUIPMENT ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR TO VERIFY EXISTING LOCATIONS, RELOCATIONS, AND NEW PLACEMENT

SPACES PRIOR TO BEGINNING WORK.

2. DUCTING, SUPPLY DIFFUSERS, RETURN GRILLES, AND FPVAV UNITS SHOWN ARE ALL EXISTING UNLESS OTHERWISE NOTED.

3. DUCTING AND DUCT OPENINGS THAT PENETRATE THE SECURE PERIMETER SHALL BE PROTECTED WITH A WAVEGUIDE-BELOW-CUTOFF RF FILTER AND A NONCONDUCTIVE BREAK. AN 18"X18" ACCESS HATCH SHALL BE INSTALLED ON THE INSIDE OF THE SECURE PERIMETER TO ALLOW VISUAL INSPECTION OF THE RF

FILTER. COORDINATE DUCT ACCESS HATCH WITH CEILING GRID FOR EASE OF INSPECTION.

4. WALLS SURROUNDING DUCT PENETRATIONS SHALL BE FINISHED AND SEALED TO ELIMINATE ANY OPENING BETWEEN THE DUCT AND THE WALL.

5. IN THE ROOMS THAT ARE TEMPERATURE CONTROLLED BY THE SAME VARIABLE AIR VOLUME TERMINAL UNIT, A CONTROL SYSTEM SHALL BE ADDED TO MAINTAIN A DESIRED TEMPERATURE FOR BOTH SPACES.