Amendment_0007_Alter_Faciltities_for_MX_-_Plans.pdf

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S-001

FOR CONSTRUCTION

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-0

-1 f 'c = 4,500 PSI

1924#3

SIZE

BAR

ALL LENGTHS ARE IN INCHES

BARS

TOP

BARS

OTHER

LAP SPLICE

CLASS "B"

2532#4

3140#5

3748#6

5470#7

6280#8

70#9

79#10

#11

(GRADE 60 UNCOATED BARS)

BY A FACTOR OF 1.5. (db = REINFORCING BAR DIAMETER)

OR 3 db FOR ALL OTHER CONCRETE ELEMENTS, LENGTHS SHALL BE MULTIPLIED

3. WHEN REINFORCING BAR SPACING IS LESS THAN 2 db FOR BEAMS AND COLUMNS

2. REINFORCING BAR LENGTHS ARE BASED ON NORMAL-WEIGHT CONCRETE.

CAST BELOW.

1. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE

NOTES:

DESIGN CRITERIA: CONCRETE:

7.

8.

10.

CONCRETE PROPERTIES:

4,500 PSI

1.

2.

TYPICAL CONCRETE (UNLESS NOTED OTHERWISE)

MINIMUM 28 DAY

COMPRESSIVE STRENGTH

3.

4.

5.

1.

2.

3.

4.

5.

WIND LOAD:

C

1.0

ULTIMATE WIND SPEED (3-SECOND GUST) 115 MPH

IMPORTANCE FACTOR, I

EXPOSURE

INTERNAL PRESSURE COEFFICIENT, GCpi

6.

8. TYPICAL REINFORCING STEEL:

DEFORMED BARS (NON-WELDABLE) ASTM A615, GRADE 60

9.

DESCRIPTION COVER

3"

2"

#14 AND LARGER

#11 AND SMALLER

"2

10.

11.

"2

"4

UNIFIED FACILITIES CRITERIA (UFC) STANDARDS:

COLLATERAL LOAD:

ROOF - (LIGHTS, MEP, ETC.)

PARTITIONS

LIVE LOAD:

ROOF:

10 PSF

15 PSF

20 PSF (NON-REDUCIBLE)

300 PSF

FIRST FLOOR (SLAB-ON-GRADE):

FLOOR:

ROOF LIVE LOAD

7.

6.

BAR CONGESTION, FIELD CONDITIONS, ETC.

INCREASE CONCRETE COVER AS REQUIRED TO ACCOMMODATE EMBEDDED ITEMS,

SCHEDULE, UNLESS NOTED OTHERWISE IN A SPECIFIC SECTION OR DETAIL.

PROVIDE THE MINIMUM CONCRETE COVER INDICATED IN THE FOLLOWING

AND JOISTS

SLABS, WALLS,

PRIMARY REINFORCEMENT, SPIRALS)

BEAMS AND COLUMNS (TIES, STIRRUPS

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

CONTACT WITH GROUND:

TO WEATHER OR IN

CONCRETE NOT EXPOSED

FOLLOWING, UNLESS OTHERWISE SPECIFIED:

ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE DESIGN CODE AND STANDARD:

ENCLOSURE CLASSIFICATION ENCLOSED

+/- 0.18

RISK CATEGORY II

1.0

SEISMIC LOAD:

SPECTRAL RESPONSE ACCELERATIONS:

S

S

0.213

0.096D1S

SDS

S

D

BSEISMIC DESIGN CATEGORY

ANALYSIS PROCEDURE EQUIVALENT LATERAL

FORCE PROCEDURE

IMPORTANCE FACTOR, Ie

SITE CLASS

7.

9.

UNLESS NOTED OTHERWISE.

DIMENSIONS SHOWN ARE TO THE CENTERLINE OF MEMBERS OR FACE OF WALLS,

CENTERED ON GRID LINES, UNLESS NOTED OTHERWISE.

ALL COLUMNS, FOOTINGS, PIERS, OR OTHER FOUNDATION ELEMENTS SHALL BE

BETWEEN DIMENSIONS SHOWN.

UNLESS NOTED OTHERWISE, BEAMS AND JOISTS SHALL BE EQUALLY SPACED

APPLICATION:

CONCRETE EXPOSED TO EARTH OR WEATHER

ELEVATION AND BUILDING COORDINATE LOCATIONS.

OF 100'-0". REFER TO THE CIVIL SITE PLAN FOR ACTUAL FINISH FLOOR DATUM

ALL ELEVATIONS ARE REFERENCED TO RELATIVE FINISH FLOOR DATUM ELEVATION

FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH.

PLACING ADJACENT CONCRETE. CONCRETE SURFACES SHALL BE ROUGHENED A

ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS PRIOR TO

CHAMFERED 3/4 INCH, UNLESS SPECIFICALLY NOTED OTHERWISE.

EXPOSED EDGES OF CONCRETE (BEAMS, COLUMNS, WALLS, ETC.) SHALL BE

BY THE SAME AMOUNT.

MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE INCREASED ACCORDINGLY

SHALL BE WIDENED AT LEAST 3 INCHES MORE THAN THE REQUIRED DIMENSION. THE

WHEN THE SIDES OF GRADE BEAMS OR PIER CAPS ARE EARTH-FORMED, EACH SIDE

EMBEDDED ALUMINUM CONDUITS AND PIPES SHALL NOT BE PERMITTED.

WALLS, BEAMS, OR COLUMNS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

CONDUITS, PIPES, DUCTS, OR SLEEVES SHALL NOT BE EMBEDDED WITHIN SLABS,

TO PLACEMENT OF CONCRETE.

ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND EQUIPMENT FURNISHED PRIOR

INSERTS, DOWELS, DEPRESSIONS, CURBS, PITS, CONDUITS, ETC. WITH MECHANICAL,

COORDINATE SIZE AND LOCATION OF EMBEDDED ITEMS, OPENINGS, SLEEVES,

WALLS. PROVIDE CONTACT LAP SPLICES.

LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND

TABLES, UNLESS NOTED OTHERWISE. PROVIDE BENT CORNER BARS TO MATCH AND

REINFORCING BAR LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING

318, UNLESS SPECIFICALLY NOTED OTHERWISE.

STANDARD HOOKS CONFORMING TO THE BEND DIMENSION REQUIREMENTS OF ACI

ALL REINFORCING BAR HOOKS INDICATED ON THE DRAWINGS SHALL BE ACI

ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

2015 INTERNATIONAL BUILDING CODE

CHANGE I, 1 OCTOBER 2013

UFC 4-010-01; DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, UFC 3-310-04; SEISMIC DESIGN FOR BUILDINGS, CHANGE 1, 20 JUNE 2016

UFC 3-301-01; STRUCTURAL ENGINEERING, CHANGE 3, 12 SEPTEMBER 2016

UFC 1-200-01; GENERAL BUILDING REQUIREMENTS, 20 JUNE 2016

GENERAL CONSTRUCTION:

2.

3.

4.

5.

6.

1.

WITH EQUIPMENT FURNISHED PRIOR TO PROCEEDING WITH RELATED WORK.

AND ROOFS WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND

VERIFY SIZE AND LOCATION OF ALL OPENINGS THROUGH FLOORS, WALLS, SLABS,

SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE C.O.

STRUCTURAL MEMBERS SHALL NOT BE CUT (FOR PIPES, DUCTS, ETC.) UNLESS

THE WORK.

RIGGING, GUYS, SCAFFOLDING, FORMWORK, ETC. REQUIRED TO SAFELY PERFORM

ALL WORK RELATED TO CONSTRUCTION, ERECTION METHODS, BRACING, SHORING,

EXCEED THE DESIGN LIVE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

INDICATE THE METHOD OF CONSTRUCTION. CONSTRUCTION LOADS SHALL NOT

THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT

BURIED ITEMS PRIOR TO CONSTRUCTING FOUNDATIONS.

COORDINATE WITH THE C.O. TO LOCATE ALL EXISTING UNDERGROUND UTILITIES AND

MEMBER SIZES ON THE REFERENCE DRAWINGS MUST BE VERIFIED.

REFERENCE. AS NOTED PREVIOUSLY, ALL EXISING ELEVATIONS, DIMENSIONS AND

FOLLOWING ARE EXISTING STRUCTURAL DRAWINGS THAT MAY BE USED FOR

IMMEDIATE ATTENTION OF THE C.O. PRIOR TO PROCEEDING WITH RELATED WORK.

THE CONTRACT DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE

CONSTRUCTION. ALL OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF

AND MEMBERS SIZES OF EXISTING CONSTRUCTION WHICH AFFECT NEW

PRIOR TO FABRICATION AND CONSTRUCTION, VERIFY ALL ELEVATIONS, DIMENSIONS

USED TO DETERMINE SPECIFIC DIMENSIONS OR QUANTITY OF MATERIALS.

ON THE DRAWINGS ARE INTENDED FOR INFORMATION USE ONLY AND SHALL NOT BE

STRUCTURAL DRAWINGS SHALL NOT BE SCALED. REFERENCE SCALES INDICATED

ACI 301; SPECIFICATIONS FOR STRUCTURAL CONCRETE

ACI 318; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

1.

2.

3.

4.

5.

6.

7.

MASONRY:

2,000 PSISPECIFIED DESIGN STRENGTH OF MASONRY, f 'm

CONCRETE MASONRY PROPERTIES:

a) b) c) a) b)

GROUTING:

SPECIFICALLY NOTED OTHERWISE.

MASONRY COURSES SHALL BE PLACED IN A RUNNING BOND PATTERN, UNLESS

REQUIREMENTS ARE NOT MET.

STRENGTH METHOD. PRISM TEST METHOD IS REQUIRED WHEN THE ABOVE

COMPRESSIVE STRENGTH OF MASONRY SHALL BE DETERMINED BY THE UNIT

CELLS.

EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LOCATED IN GROUTED

8.

a) b)

SEE CMU WALL REINFORCING SCHEDULE

c)

9.

a) b)

VERTICAL REINFORCING (UNLESS NOTED OTHERWISE ON THE DRAWINGS):

HORIZONTAL REINFORCING (UNLESS NOTED OTHERWISE ON THE DRAWINGS):

c) d)

PROVIDE MATCHING DOWELS FOR ALL VERTICAL REINFORCING.

- EACH SIDE OF CONTROL JOINTS

- BEAM BEARING

- JAMBS

- OPENINGS

- WALL ENDS

- INTERSECTIONS

- CORNERS

OF WALL AT ALL:

PROVIDE ADDITIONAL VERTICAL BARS (CENTERED) ALONG FULL HEIGHT

HOT-DIPPED GALVANIZED WITH CORROSION RESISTANT COATING.

W1.7 (9 GAGE) CROSS WIRES. JOINT REINFORCING SHALL BE

REINFORCING SHALL CONSIST OF W2.8 (3/16 INCH) SIDE WIRES AND

PROVIDE WIRE LADDER TYPE JOINT REINFORCING AT 16 INCHES.

10.

REINFORCING, AT CORNERS AND WALL INTERSECTIONS.

PROVIDE BENT BARS, TO MATCH HORIZONTAL BOND BEAM

CONTINUOUS THROUGH CONTROL JOINTS.

OF FREE-STANDING WALLS AND WHERE NOTED. BARS SHALL BE

DEPTH) AT ROOF AND ELEVATED FLOOR LINES, TOP OF PARAPETS, TOP

PROVIDE (2) #5 CONTINUOUS BARS IN BOND BEAMS (8 INCH MINIMUM

BE CONTINUOUS THROUGH CONTROL JOINTS.

LAP SPLICE JOINT REINFORCING 8 INCHES. JOINT REINFORCING SHALL

UNLESS OTHERWISE SPECIFIED:

ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING,

ABSORBED.

PLACING AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN

GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING

ON THE DRAWINGS.

SOLID GROUT ADDITIONAL MASONRY AREAS SPECIFICALLY INDICATED

SOLID GROUT ALL PIERS, COLUMNS, HEADERS, AND BOND BEAMS.

WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS 48 FEET.

UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL JOINTS IN MASONRY

STAGGERED BY 24 INCHES WHEN SEPARATED BY 3 INCHES OR LESS.

LAP SPLICES SHALL BE 72 BAR DIAMETERS. ADJACENT LAP SPLICES SHALL BE

11.

COMPRESSIVE STRENGTH OF 2000 TO 4000 PSI.

GROUT: ASTM C476 GROUT. GROUT SHALL HAVE A 28-DAY

MORTAR: ASTM C270, TYPE S. MASONRY CEMENT SHALL NOT BE USED.

COMPRESSIVE MASONRY STRENGTH.

CONCRETE MASONRY UNITS: ASTM C90, MEDIUM WEIGHT, NET 2800 PSI

ACI 530; BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

ACI 530; SPECIFICATION FOR MASONRY STRUCTURES

20 PSFROOF/CEILING LIVE LOAD (UNO)

INTERIOR ROOF/CEILING:

STRUCTURAL DRAWINGS

AS-BUILT SUBMISSION 3/13/06

C-17 HANGER/AIRCRAFT MAINTENANCE FACILITY

MCGUIRE AIR FORCE BASE, NEW JERSEY

150 PSF

(LIGHT STORAGE OR HVAC)

BUILDING 2201 VAULT ROOF

(MATCH EXISTING LL)

BUILDING 2201 VAULT

300 PSF

(MATCH EXISTING LL)

ROOMS NORTH OF VAULT

NO WIND LOAD

BUILDING 2201 VAULT AREA

INTERIOR STRUCTURE

29.7 PSF

BUILDING 1817 NEW SOUTH WALL FRAMING

BASE PRESSURE q

W/10.6 DEGREE ROOF SLOPE)

(BLDG 154'x69'x38' MEAN ROOF HT

+35.0/-38.0 PSF

WALL COMPONENT PRESSURES (WALL ZONE 4)

10 SF

+31.4/-34.3 PSF50 SF

+29.8/-32.8 PSF100 SF

+27.3/-30.3 PSF300 SF

+26.1/-29.1 PSF500 SF

h

BUILDING 1817 NEW SOUTH WALL FRAMING

SEISMIC LOAD ENVELOPED BY WIND LOAD

BUILDING 2201 VAULT

BEARING WALL SYSTEM

ORDINARY REINFORCED CONCRETE SHEAR WALLS

4RESPONSE MODIFICATION FACTOR, R

0.053SEISMIC RESPONSE COEFFICIENT, Cs

36 KIPSBASE SHEAR, V

FOUNDATIONS:

NOTE 2 OF "GENERAL CONSTRUCTION" NOTES THIS DRAWING.

NOTES ON SHEET S-001 AND SHEET SB-102 OF REFERENCED DRAWINGS NOTED IN

FOR ORIGINAL SOIL BEARING AND COMPACTION REQUIREMENTS, SEE FOUNDATION

REINFORCEMENT METHODS.

SETTLEMENT ARE ACHIEVED USING APPROPRIATE SOIL PREPARATION AND/OR

GEOTECHNICAL SERVICES TO ENSURE ALLOWABLE BEARING PRESSURE AND

BEARING PRESSURE OF 1500 PSF WITH NEGLIGIBLE SETTLEMENT (< 1/4"). PROVIDE

BUILDING 2201 VAULT MAT FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL

AND REINFORCING STEEL.

DOCUMENTS. THE OBSERVATION SHALL BE MADE PRIOR TO PLACEMENT OF FORMS

ENGINEER, OR DESIGNEE, TO VERIFY CONFORMANCE WITH THE CONTRACT

ALL FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY A GEOTECHNICAL

2.

1.

12.

SYSTEM SPECIFIED IN "POST-INSTALLED ANCHORS", S-002.

INSTALL EPOXY REBAR DOWELS IN CONCRETE USING ADHESIVE ANCHORING

3.

09065010 Snapshot

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-0

STEEL FORM DECK AND COMPOSITE DECK:

1.

1.013

1.013

1.58

GALVANIZED G90

2.

4.

12" MAXIMUM

5.

6.

7.

8.

3"

36/4 PATTERN

AT 36" MAXIMUM

#10 SCREWS OR CRIMP/BUTTON PUNCHES SIDELAPS

SUPPORTS PARALLEL TO DECK

SUPPORTS

DECK ATTACHMENT:

40 KSI

SHALL NOT BE USED WITH FORM DECK.

CONCRETE WITH CALCIUM CHLORIDE OR ANY ADMIXTURE CONTAINING CHLORIDES

MINIMUM DECK BEARING SHALL BE 2 INCHES ON SUPPORTS.

SHEETS SHALL HAVE LAPPED ENDS. MINIMUM LAP SHALL BE 2 INCHES.

MANUFACTURER'S AND SDI MAXIMUM SPAN REQUIREMENTS.

LESS THAN TWO SPANS, SHORE THE DECK IN ACCORDANCE WITH THE

DECK SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. FOR CONDITIONS WITH

FINISH

Sn (in3 / ft)

Sp (in3 / ft)

I (in4 / ft)

MINIMUM YIELD STRENGTH

GAGE

DEPTH

MINIMUM FORM DECK PROPERTIES:

AWS D1.3-98; STRUCTURAL WELDING CODE - SHEET STEEL

ANSI/SDI NC1.0-2006; STANDARD FOR NON-COMPOSITE STEEL FLOOR DECK

SDI; DIAPHRAGM DESIGN MANUAL THIRD EDITION, SEPTEMBER 2004

DECKS, NOVEMBER 2007

SDI; DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF

ACCORDANCE WITH THE FOLLOWING, UNLESS OTHERWISE SPECIFIED:

ALL STEEL FORM DECK SHALL BE DETAILED, FABRICATED, AND ERECTED IN 1.

2.

POST-INSTALLED ANCHORS:

3.

ANCHOR ELEMENTS SHALL CONFORM WITH THE RESPECTIVE ICC-ES REPORT.

4. MECHANICAL ANCHORING SYSTEMS IN CONCRETE SHALL BE AS FOLLOWS:

5.

INCHES (MINIMUM) ABOVE AND BELOW ANCHOR LOCATION.

NOT ENCOUNTERED, CELL FACE SHALL BE BROKEN AND GROUTED SOLID 8

ANCHORS SHALL BE INSTALLED IN GROUTED CELLS. IF GROUTED CELLS ARE

ANCHOR ELEMENTS SHALL CONFORM WITH THE RESPECTIVE ICC-ES REPORT.

ADHESIVE ANCHORING SYSTEMS IN MASONRY SHALL BE AS FOLLOWS:

6.

MECHANICAL ANCHORING SYSTEMS IN MASONRY SHALL BE AS FOLLOWS:

7.

(MINIMUM EMBEDMENT)

1/2"

DIAMETER

ANCHOR

THREADED

CONCRETE MASONRY

4"

5/8"

3/4"

7/8"

1"

5"

6"

7"

8"

4 1/2"

5 5/8"

6 3/4"

1/2"

CONCRETE MASONRY

5/8"

3/4"

3 1/2"

5 1/2"

ADHESIVE ANCHORS

(MINIMUM EMBEDMENT)

MECHANICAL ANCHORS

DIAMETER

ANCHOR

4 1/2"

3 1/2"

5 1/2"

4 1/2"

WITH THE MANUFACTURER'S RECOMMENDATIONS.

ANCHORS SHALL BE INSTALLED AND TORQUED IN COMPLETE ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS.

ANCHORS SHALL BE INSTALLED AND TORQUED IN COMPLETE ACCORDANCE

APPROVED EQUAL WITH ICC-ES REPORT

POWER-STUD+ SD1 BY POWERS (ICC-ES ESR-2818)

ESR-3037)

STRONG-BOLT 2 BY SIMPSON STRONG-TIE ANCHOR SYSTEMS (ICC-ES

KWIK BOLT TZ BY HILTI, INC. (ICC-ES ESR-1917)

APPROVED EQUAL WITH ICC-ES REPORT

PURE 100+ BY POWERS (ICC-ES ESR-3298)

SET BY SIMPSON STRONG-TIE ANCHOR SYSTEMS (ICC-ES ESR-1772)

HIT-HY 270 MAX BY HILTI, INC. (ICC-ES ESR-2682)

APPROVED EQUAL WITH ICC-ES REPORT

POWER-STUD+ SD1 BY POWERS (ICC-ES ESR-2966)

ESR-1396)

WEDGE-ALL BY SIMPSON STRONG-TIE ANCHOR SYSTEMS (ICC-ES

KWIK BOLT 3 BY HILTI, INC. (ICC-ES ESR-1385)

SCHEDULES, UNLESS NOTED OTHERWISE IN A SPECIFIC SECTION OR DETAIL.

PROVIDE THE MINIMUM EMBEDMENT DEPTHS INDICATED IN THE FOLLOWING

CARBON STEEL, UNLESS NOTED OTHERWISE.

ASTM A193, GRADE B7. MECHANICAL ANCHORING SYSTEMS SHALL BE ZINC PLATED

ANCHOR RODS USED IN ADHESIVE ANCHORING SYSTEMS SHALL CONFORM WITH

8.

POWDER-ACTUATED FASTENERS:

1.

FASTENERS SHALL BE MECHANICALLY ZINC COATED FOR CORROSION PROTECTION.

MATERIAL TYPES AND THICKNESSES.

THE FASTENER MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS FOR

FASTENER STYLE, PIN DEPTH, AND PIN LENGTH SHALL BE APPROVED FOR USE BY

REFERENCED CODE BY AN ICC-ES REPORT.

POWDER-ACTUATED FASTENERS SHALL BE APPROVED FOR USE WITH THE

2.

3.

APPROVED EQUAL WITH ICC-ES REPORT

PURE 100+ BY POWERS (ICC-ES ESR-3298)

SET-XP BY SIMPSON STRONG-TIE ANCHOR SYSTEMS (ICC-ES ESR-2508)

HIT-HY 200 MAX-SD BY HILTI, INC. (ICC-ES ESR-3817)

ADHESIVE ANCHORING SYSTEMS IN CONCRETE SHALL BE AS FOLLOWS:

OBSERVE INITIAL INSTALLATION OF THE ANCHORS.

SHALL TRAIN INSTALLERS ON THE PROPER INSTALLATION PROCEDURES AND SHALL

A MANUFACTURER'S TECHNICAL REPRESENTATIVE (NOT A DISTRIBUTOR OR AGENT)

RESPECTIVE ICC-ES REPORT, AND THE APPLICABLE BUILDING CODE.

EQUIPMENT MANUFACTURER'S REQUIREMENTS, THE REQUIREMENTS OF THE

TO THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, THE

INSTALLATION AND INSPECTION OF ALL POST-INSTALLED ANCHORS SHALL CONFORM

SUPPORT FASTENERS #12 TEK SCREWS

0.653

0.653

0.700

GALVANIZED G90

3.

2"

40 KSI

FINISH

Sn (in3 / ft)

Sp (in3 / ft)

I (in4 / ft)

MINIMUM YIELD STRENGTH

GAGE

DEPTH

MINIMUM COMPOSITE DECK PROPERTIES:

OR TRUSS BEARING POINT.

AXIALLY LOADED BEARING STUDS SHALL BE LOCATED DIRECTLY UNDER THE JOIST

BASED ON DESIGN LOADS.

SELF-DRILLING SCREWS. SUPPLIER SHALL SPECIFY FASTENING REQUIREMENTS

FASTENING OF COMPONENTS SHALL BE MADE WITH SUPPLIER APPROVED

FRAMING BETWEEN THE TRUSSES AND THE SUPPORT STRUCTURE.

THE METAL TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE SHEAR TRANSFER

STRUCTURE, INCLUDING TRUSS UPLIFT CONNECTIONS. IF REQUIRED. ADDITIONALLY,

NECESSARY TO ADEQUATELY ANCHOR THE METAL TRUSS SYSTEM TO THE SUPPORT

THE METAL TRUSS SYSTEM MANUFACTURER SHALL DESIGN AND PROVIDE ALL ITEMS

CALCULATIONS AND SUBMIT FOR APPROVAL PRIOR TO FABRICATION.

DESIGN, THE ENGINEER SHALL AFFIX HIS SEAL TO ALL SHOP DRAWINGS AND

DESIGN OF BUILDINGS SHALL DESIGN THE MEMBERS OR DIRECTLY SUPERVISE THE

INDICATED. A REGISTERED PROFESSIONAL ENGINEER QUALIFIED IN STRUCTURAL

LATERAL LOADINGS, USING PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA

PRODUCE A COMPLETE STRUCTURAL SYSTEM, TO RESIST ALL GRAVITY AND

PROVIDE STRUCTURAL DESIGN OF ALL MEMBERS AND THEIR CONNECTIONS TO

JOISTS, WALL STUDS AND THEIR CONNECTIONS. MANUFACTURER SHALL

RESPONSIBLE FOR STRUCTURAL DESIGN OF ALL PREFABRICATED TRUSSES, CEILING

DELEGATED DESIGN: MANUFACTURER SHALL ACCOMPLISH AND BE SOLELY

FOR PROPER INSTALLATION.

SPLICES, BRIDGING, ACCESSORIES AND DETAILS OF CONNECTIONS AS REQUIRED

LOCATION AND SPACING. INDICATE ALL SUPPLEMENTAL STRAPPING, BRACING,

PLACEMENT OF FRAMING MEMBERS, SIZE AND GAGE DESIGNATIONS, NUMBER, TYPE,

FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE

CONTRACTOR SHALL SUBMIT COMPLETE FABRICATION AND ERECTION DRAWINGS

MEMBERS", 2012 EDITION.

AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE'S "NORTH

COLD-FORMED STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE 1.

2.

3.

4.

5.

6.

(TRUSSES, CEILING JOISTS, STUDS)

COLD-FORMED METAL FRAMING

RECTANGULAR AND SQUARE HSS

ASTM A36

W-SHAPES AND WT-SHAPES

M-SHAPES AND S-SHAPES

50 KSI

(Fy)

ASTM A992

ASTM A36 36 KSI

ANGLES AND CHANNELS 36 KSI

ASTM A500 GRADE C

ASTM A500 GRADE C

50 KSI

46 KSI

35 KSIASTM A53 GRADE B

50 KSISTRUCTURAL PLATES ASTM A572 GRADE 50

TENSION-CONTROL BOLT ASSEMBLIES

DIRECT-TENSION INDICATORS

ASTM F1852, TYPE 1 (TWIST-OFF)

ASTM F959, TYPE 325

ASTM A563

ASTM F436

ASTM F1554 GRADE 55

SHEAR STUD CONNECTORS ASTM A29 PER ASTM A108

E70XXWELD FILLER METAL

STRUCTURAL STEEL:

SUSPENDED LOADS:

1.

STRUCTURAL SHAPES AND PLATES:

ALL ANCHOR RODS IN EXTERIOR APPLICATIONS SHALL BE HOT DIP GALVANIZED.

WITH THE MANUFACTURER'S RECOMMENDATIONS.

PROPRIETARY CONNECTIONS SHALL BE INSTALLED IN COMPLETE ACCORDANCE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION SYSTEM.

BEAM CLAMPS, WELDED PLATES, OR SIMILAR ATTACHMENT METHODS. THE

NOT IMPOSE ECCENTRIC LOADS UPON THE BEAM BY USING CONCENTRIC STEEL

THAN 400 POUNDS, SUSPENDED LOADS SHALL BE APPLIED IN A MANNER THAT DOES

USING BEAM "C-CLAMPS" FOR LOADS LESS THAN 400 POUNDS. FOR LOADS GREATER

SUSPENDED LOADS ATTACHED TO A BOTTOM BEAM FLANGE MAY BE ACCOMPLISHED

FASTENING PRODUCTS:

ACCORDANCE WITH THE FOLLOWING, UNLESS OTHERWISE SPECIFIED:

ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN

AISC 360; SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,

RCSC; SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS

CONVENTIONAL BOLTS ASTM A325, TYPE 1

TO THE STRUCTURE.

COLUMN BASE PLATES BEFORE POURING CONCRETE ON DECKS OR APPLYING LOAD

FOR COLUMNS DURING STEEL ERECTION. PLACE NON-SHRINK GROUT BELOW ALL

COLUMN ANCHOR BOLTS ARE NOT DESIGNED TO PROVIDE TEMPORARY STABILITY

PERMANENT BRACING, FLOOR SLABS, WELDED CONNECTIONS, ETC. ARE IN PLACE.

AND MAINTAIN ALL STEEL MEMBERS IN PROPER ALIGNMENT UNTIL ALL DECK,

PROVIDE ALL TEMPORARY GUYING AND BRACING NECESSARY TO ERECT, STABILIZE,

ACCORDANCE WITH TABLE 14-2 OF AISC STEEL CONSTRUCTION MANUAL.

BASE PLATE HOLES AND PLATE WASHERS FOR ANCHOR RODS SHALL BE IN

SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE C.O. / OWNER.

HOLES OR OPENINGS SHALL NOT BE CUT IN ANY STRUCTURAL MEMBER UNLESS

WELDED ALL AROUND.

OPEN ENDS OF HSS MEMBERS SHALL HAVE 1/4 INCH CLOSURE PLATES, SEAL

ALL BEAMS SHALL BE ERECTED WITH THE NATURAL CAMBER UPWARDS.

SECTION J2b

INCH OR THE MAXIMUM SIZE THAT CAN BE APPLIED IN ACCORDANCE WITH AISC 360

UNLESS NOTED OTHERWISE, FILLET WELD SIZES SHALL BE THE SMALLER OF 5/16

CERTIFIED TESTING AGENCY AND IN ACCORDANCE WITH AWS D1.1.

WELDERS SHALL BE QUALIFIED FOR EACH WPS USED ON THE PROJECT BY AN AWS

A WELDING PROCEDURE SPECIFICATION (WPS) PREQUALIFIED BY AWS D1.1.

ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED IN ACCORDANCE WITH

THICK MINIMUM

GUSSET PLATE THICKNESSES NOT INDICATED ON THE DRAWINGS, SHALL BE 3/8"

(+/-) 10 KIPS. PROVIDE A MINIMUM OF TWO BOLTS PER CONNECTION.

GIRT AND WIND POST CONNECTIONS SHALL BE DESIGNED FOR AN ASD LOAD OF

OF TWO BOLTS PER CONNECTION.

SHALL BE DESIGNED FOR AN ASD LOAD OF (+/-) 20 KIPS. THERE SHALL BE A MINIMUM

CONNECTIONS FOR HORIZONTAL BRACING, LACING AND SIMILAR TYPE MEMBERS

WORKLINES OF THE MEMBERS.

COMPONENTS CAN BE DELIVERED DIRECTLY TO THE INTERSECTION OF THE

BRACING CONNECTIONS SHALL BE DESIGNED AND DETAILED SO THAT ALL FORCE

3/8" THICK MINIMUM.

DIMENSION OF THE BEAM WEB. DOUBLE ANGLES OR SINGLE-PLATES SHALL BE

CONNECTIONS THAT PROVIDE THE MAXIMUM OF BOLTS THAT FIT WITHIN THE "T"

CONSTRUCTION", FOURTEENTH EDITION. CONNECTIONS SHALL BE FULL-DEPTH

CONNECTIONS AS SHOWN IN PART 10 OF THE AISC "MANUAL OF STEEL

BEAM CONNECTIONS SHALL BE STANDARD DOUBLE-ANGLE OR SINGLE-PLATE

PREPARED FOR FAYING SURFACE CLASS A.

ALL CONTACT SURFACES FOR SLIP CRITICAL TYPE CONNECTIONS SHALL BE

IN THE SHEAR PLANE. ALL HIGH STRENGTH BOLTS SHALL BE FULLY PRETENSIONED.

NOTED, CONNECTIONS SHALL BE DESIGNED AS SHEAR/BEARING TYPE WITH THREADS

CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH BOLTS. UNLESS

AISC 303; CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES

AWS D1.1; STRUCTURAL WELDING CODE - STEEL

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

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STRUCTURAL ABBREVIATIONS

PLUS OR MINUS

EQUALS

LESS THAN

GREATER THAN

AT

FTG

FT

FS

FLG

FL

FG

FF

FDN

FD

EXT

EXIST

EW

EQUIP

EQL SP

EQ

EOS

EOD

EMBED

ELEC

EL

EJ

EF

EA

FOOTING

FEET

FAR SIDE

FLANGE

FLOOR

FINISHED GRADE

FINISHED FLOOR

FOUNDATION

FLOOR DRAIN

EXTERIOR

EXISTING

EACH WAY

EQUIPMENT

EQUALLY SPACED

EQUAL

EDGE OF SLAB

EDGE OF DECK

EMBEDMENT

ELECTRICAL

ELEVATION

EXPANSION JOINT

EACH FACE

EACH

OSL

OPP

OPNG

OH

O.F.

OD

OC

NTS

NS

NO.

N/A

OUTSTANDING LEG

OPPOSITE

OPENING

OPPOSITE HAND

OUTSIDE FACE

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NEAR SIDE

NUMBER

NOT APPLICABLE

BRG

BRDG

BRCG

BP

BOSD

BOS

B.O.

BM

BLDG

BF

B/

ASD

ARCH'L

APPROX

APPD

ALUM

ALT

ADD'L

AB

BEARING

BRIDGING

BRACING

BASE PLATE

BOTTOM OF STEEL DECK

BOTTOM OF STEEL

BOTTOM OF

BEAM

BUILDING

BOTTOM FACE

BOTTOM OF

ALLOWABLE STRESS DESIGN

ARCHITECTURAL

APPROXIMATE

APPROVED

ALUMINUM

ALTERNATE

ADDITIONAL

ANCHOR BOLT

QTY

PSI

PSF

PROJ

PLF

PL

PJF

PCF

PC

PAF

QUANTITY

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PROJECTION

POUNDS PER LINEAR FOOT

PLATE

PREMOLDED JOINT FILLER

POUNDS PER CUBIC FOOT

PRECAST

POWDER ACTUATED FASTENER

USAF

UNO

TYP

TRANS

TOS

TOF

TOC

T.O.

THK

TF

TEMP

T&B

T/

T

UNITED STATES AIR FORCE

UNLESS NOTED OTHERWISE

TYPICAL

TRANSVERSE

TOP OF STEEL

TOP OF FOOTING

TOP OF CONCRETE

TOP OF

THICKNESS

TOP FACE

TEMPERATURE

TOP AND BOTTOM

TOP OF

TREAD

JT

JST

INT

INFO

IN

I.F.

I.D.

JOINT

JOIST

INTERIOR

INFORMATION

INCH

INSIDE FACE

INSIDE DIAMETER

KSI

KSF

K

KIPS PER SQUARE INCH

KIPS PER SQUARE FOOT

KIPS

WWF

WT

WP

WL

W/O

W/

VERT

FABRIC

WELDED WIRE

WEIGHT

WORK POINT

WIND LOAD

WITHOUT

WITH

VERTICAL

DWL

DWG

DN

DL

DIM

DIAG

DIA

DBL

DBA

D

CTR

CONT

CONST

CONN

CONC

COL

C.O.

CMU

CLR

CLG

CL

CJP

CJ

CIP

CHK'D

CG

C TO C

DOWEL

DRAWING

DOWN

DEAD LOAD

DIMENSION

DIAGONAL

DIAMETER

DOUBLE

DEFORMED BAR ANCHOR

DEPTH

CENTER

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COLUMN

CONTRACTING OFFICER

CONCRETE MASONRY UNIT

CLEAR

CEILING

CENTER LINE

COMPLETE JOINT PENETRATION

CONTROL / CONTRACTION JOINT

CAST-IN-PLACE

CHECKERED

CENTER OF GRAVITY

CENTER TO CENTER

HT

HSS

HP

HORIZ

HK

HDRL

HAS

GYP

GRTG

GR

G.L.

GDRL

GB

GALV

GA

HEIGHT

HOLLOW STRUCTURAL SECTION

HIGH POINT

HORIZONTAL

HOOK

HANDRAIL

HEADED ANCHOR STUD

GYPSUM

GRATING

GRADE

GIRT LINE

GUARDRAIL

GRADE BEAM

GALVANIZED

GAGE or GAUGE

MWFRS

MTL

MISC

MIN

MFR

MECH

MB

MAX

MAT'L

MAS

LWT

LP

LONG

LNTL

LLV

LLH

LL

LG

LF

LBS

L

RESISTING SYSTEM

MAIN WIND FORCE

METAL

MISCELLANEOUS

MINIMUM

MANUFACTURER

MECHANICAL

MACHINE BOLTS

MAXIMUM

MATERIAL

MASONRY

LIGHTWEIGHT

LOW POINT

LONGITUDINAL

LINTEL

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LIVE LOAD

LONG

LINEAR FEET

POUNDS

LENGTH

SYM

STRUCT

STL

STIR

STIF

STGR

STD

SQ

SPEC

SPA

SOG

SIM

SHT

SECT

SCHED

SC

RTN

REQD

REINF

REF

RECT

RD

RC

RAD

R

SYMETRICAL

STRUCTURAL

STEEL

STIRRUP

STIFFENER

STRINGER

STANDARD

SQUARE

SPECIFICATION

SPACING

SLAB ON GRADE

SIMILAR

SHEET

SECTION

SCHEDULE

SLIP-CRITCAL

RETURN

REQUIRED

REINFORCEMENT

REFER TO

RECTANGULAR

ROOF DRAIN

REINFORCED CONCRETE

RADIUS

RISER

3'-4 1/2"

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S-510

32'-4"10"

2'-0" 2'-0"

1'-0"

(TYP 4 SIDES)

CONCRETE WALL

SEE ARCH'L

8" CMU,

32'-4"

2'-0" 2'-0"4'-2" 5 SPA @ 4'-0" 4'-2"

4"

SEE ARCH'L

BELOW,

8" CMU WALL

WALL (TYP)

CONCRETE

SPAN

W x

W x

W x

W x

D1

S-510

D1

S-510

HD

OPP

EXIST SLAB LL)

LL = 300 PSF (MATCHES

REINF W/ #7@8" EW, T&B

1'-6" CONCRETE SLAB

T/SLAB EL = 99'-11" (U.N.)

B1

VAULT FLOOR SLAB PLAN

1/4" = 1'-0" T/CONC EL = AS SHOWN ON PLAN

B5

VAULT ROOF SLAB AND FRAMING PLAN

1/4" = 1'-0"

T/STL EL = 114'-0"

LIVE LOAD = 150 PSF (STORAGE/HVAC)

1'-9" CONCRETE SLAB ON 3" FORM DECK

S-003.

FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH A.

GENERAL SHEET NOTES

J

10"

J

/2

/2

3'-0"

"x

H

IG

H O

P E

N

IN

G

P O

C K

E T

(B E

M

P O

C K

E T

(B E

M x

W x

W x

W x

D7

S-510

D7

S-510

D1

S-510

D1

S-510

0 4' 8'2'

HD

OPP

EXIST SLAB LL)

LL = 300 PSF (MATCHES

REINF W/ #5@8" EW, T&B

12" CONCRETE SLAB

31'-2"

(TYP AT WALLS)

1/2" ISOLATION JOINT

EXIST SLAB

S L

O P

E D

O W

N

100'-0"

T/CONC EL.

EXIST WALL FOOTING

NEW SLAB

D4

S-510

SIM

99'-11"

T/SLAB EL.

9 10

10"

31'-2" 2'-0"

D4

S-510

D7

S-510

SIM

SPANJOINT

1/2" ISOLATION

1/2" ISOLATION JOINT

LIVE LOAD = 20 PSF (ROOF)

(10'-6" MAX CLEAR SPAN)

2" COMPOSITE DECK

4" CONCRETE SLAB ON

115'-9"

T/CONC EL

114'-4"

T/CONC EL

4"

W8x28

(TYP AT WALLS)

1/2" ISOLATION JOINT

EXIST 8" CMU WALL

3'-9 3/4"

SATISFY SHIELDING REQUIREMENTS.

REQUIRED CONDUIT PROVIDED AND DESIGNED BY USAF TO 6

EMBEDDED DOOR TRACK CHANNEL. SEE ARCHITECTURAL DWGS.5

SEE KEYED NOTES 1 & 2.

SAW CUT EXISTING 12" SLAB AT PERIMETER OF NEW SLAB SHOWN. 4

COLUMN TO SUPPORT STEEL DECK. FIELD WELD TO W14 FLANGES.

x 1'-1" LG ON EAST AND WEST SIDES OF EXISTING 4 1PROVIDE L3x3x

PROVIDE 1/2" ISOLATION JOINT BETWEEN COLUMN & CONCRETE.3

NEW SLAB TO EXISTING 12" SLAB JOINT.2

NEW SLAB TO EXISTING WALL FOUNDATION JOINT.1

KEYED NOTES

9 10

J x 7'-4 1/4"

HIGH

OPENING

3'-4 1/2"

W8x28

C5

S-521

TYP

C1

S-521

C5

S-521

SIM

C5

S-521

SIM

NOTE:

CONFIRMATION THAT SHIELDING REQUIREMENTS HAVE BEEN MET.

PERFORMED. DO NOT FABRICATE OR CONSTRUCT VAULT STRUCTURES WITHOUT USAF APPROVAL AND

WALLS AND CONCRETE ROOF SLAB THICKNESSES. SHIELDING ANALYSIS AND DESIGN HAVE NOT BEEN

VAULT WALLS AND ROOF SLAB THICKNESSES ARE BASED ON EXISTING BUILDING 2201 X-RAY VAULT CMU

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1/2" = 1'-0"

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SECTION @ VAULT WALL

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4'-2"2'-0"

@ FACE/WALL

W/CLOSURE

3" FORM DECK

W16

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N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

DETAIL

A1

S-510

@ 2'-0" OC

L4x3x1/4 (LLH) (CONT)

2@12

T/WALL JOINT

(CONT)

1/4" x 3 1/2" BAR

3/16

A1

DETAIL

3" = 1'-0"

/2

1'-0" 2'-0"

W16

DETAIL

A4

S-510

A4

DETAIL

3/4" = 1'-0"

2'-0"

10"

2"

6"

2"

W16

5 1/2" GAGE

ANCHOR BOLTS ON

BRG PL 1/2"x6"x0'-9"

GROUT

1" NON SHRINK

3"

EL 115'-9"

T/CONC

EL 115'-9"

T/CONC

2'-0"

T&B

#7@12"

(TYP EF)

1" CLR

T&B

#7@8"

CORNERS, HORIZ BARS, TYP)

#7@12" EF, (STD HOOK @(TYP EF)

1" CLR

C L

R

C L

R

C L

R

C L

R

T&B

#7@12"1

C L

R

C L

R

T&B

#7@8"

(T Y

P

C L

R

(T Y

P

C L

R

NOTE: REINF NOT SHOWN FOR CLARITY.

L A

P

C L

A S

S B

WALL JOINT

SLAB

EXIST

L A

P

C L

A S

S B

T/CONC EL 99'-11"

EL 115'-9"

T/CONC

/2

FACE OF OPENINGS)

HORIZ BARS AT VERTICAL

T/OPENINGS & HOOK #7

(HOOK #7 VERT BARS ABOVE

CORNERS, HORIZ BARS, TYP)

#7@12" EF, (STD HOOK @

WALL JOINT

W/ROOF SLAB POUR

FILL BEAM POCKET

A7

NEW TO EXIST SLAB CONST JT

1 1/2" = 1'-0"

AGGREGATE AND COMPACT. SEE FOUNDATION NOTES, S-001.

REMOVE 6" OF EXIST 14" OF DENSE GRADED

10"

SEE DETAIL A7/S-510

SMOOTH ADHESIVE DOWEL.

SLOPE

T/CONC EL 99'-11"

SLOPE WP (EL 99'-11")

EL 114'-4"

T/CONC & WALL JOINT

JOINT

1/2" EXP

DECK

2" COMPOSITE

4" SLAB ON

3" FORM DECK

WALL FDN

EXIST SLAB/

PROVIDE PLASTIC END CAP W/1/8" VOID

PAINT AND GREASE END IN NEW CONCRETE.

NEW SLAB

FILL W/ EPOXY JOINT FILLER.

SAW CUT 1/8"x2" DEEP.

D4

SECTION @ CMU WALL

1/2" = 1'-0"

2'-0"3'-0"

WALL FDN

EXIST

EL 100'-0"

T/CONC

CMU WALL

EXIST 8"

EL 114'-4"

T/CONC

W8

W8

1/2" EXP JOINT

(1" FROM T/SLAB)

REINF. W/ 6x6-W2.9xW2.9 WWF

4" SLAB ON 2" COMPOSITE DECK

J 1'-5"

4 1/2"

DETAIL A7/S-510.

PROVIDE NEW ADHESIVE DOWELS PER

SMOOTH DOWELS TO REMAIN OR

PROVIDE NEW CAP

EXIST SLOPE WP (EL 100'-0")

SLOPE

10"

SEE SHEETS S-001 THROUGH S-003.

FOR GENERAL STRUCTURAL NOTES, 1.

NOTES:

DECK

3" FORM

REINF. BETWEEN BEAMS

ABOVE OPENING)

#4 CLOSED TIES @ 6" (ONLY

WIDE DOOR OPENING. PROVIDE

REINF CENTERED OVER 9'-10"

PROVIDE 8 - ADD'L #7 x 22'-0" LG.

EXIST AGGREGATE

W8

W8

4 1/2"

EXIST AGGREGATE

VAPOR RETARDER

VAPOR RETARDER

LAP SPLICE

2'-7"

2 2

EXIST AGGREGATE

VAPOR RETARDER

S K O

R D

E R N

O

D E

S

IG

N E

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D E

S C

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D B

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D A

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C O

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R A

C T N

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C H

E C

K E

D B

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D R

A W

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IS

S

U E D

A T

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SHEET ID

G

2 3 4 5 6 7 8 9 10

F

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D

C

B

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

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K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

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D R

A W

IN

G C

O D

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O F

K C -4

A B

E D

D O

W N

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E A

F B

B U

R L

IN

G T

O N C

O U

N T

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N E

W J

E R

S

E

R -1

-D -0

N O

V E

M B

E R

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E T

N

INTERSECTION CORNER OPENING OR END OF PANEL CONTROL JOINT

SOLID)

REINFORCING (GROUT CORES

TYPICAL VERT WALL

VERTICAL BARS SAME SIZE AS

DETAILS

LOCATIONS AND CJ

SEE ARCH'L DWGS FOR CJ

SOLID)

REINF (GROUT CORES

SIZE AS TYP VERT WALL

VERTICAL BARS SAME

JOINT

CONTROL

SOLID)

REINF (GROUT CORES

SIZE AS TYP VERT WALL

VERTICAL BARS SAME

PARTITION WALL

EXTERIOR OR

SOLID)

REINF (GROUT CORES

SIZE AS TYP VERT WALL

VERTICAL BARS SAME

PARTITION WALL

CONTROL JOINTS.

CORNER

RUN CONTINUOUS ACROSS

BOND BEAM REINF SHALL

NOTE:

INTERSECTION

REINF

2-#5 BOND BEAM

BEAM REINFORCING.

BARS SAME SIZE AS TYP BOND

PROVIDE ADDITIONAL CORNER

(TYP)

24 BAR DIA

D

IA

T Y

P

B

R

(TYP)

24 BAR DIA

(TYP)

24 BAR DIA

CONT

CMU BOND BEAM

EA SIDE OF JOINT

ADD'L VERT REINF AT

D

IA

T Y

P

B

A R

FOR LOCATION

SEE ARCH'L PLAN

OR CONTROL JOINT,

EXPANSION JOINT

G E

N E

R A

L N

O T

E S

S P

L

IC

E S

SEE PLAN

T/CONC

GENERAL NOTES

CONCRETE

DOWELS, SEE

EPOXY REBAR

PIER

GROUT CONT

COURSE, REINF &

BOND BEAM TOP

& GENERAL NOTES

SEE LINTEL SCHEDULE

EA SIDE MIN.

BARS EACH CELL). PROVIDE 1-#5

(1/2 EACH SIDE OF OPENING W/2

BARS INTERRUPTED BY OPENING

OPENINGS EQUAL TO NUMBER OF

PROVIDE REINF @ JAMB OF WALL

& INTERSECTIONS

WALL ENDS, CORNERS

ADD'L VERT REINF AT

SEE SCHEDULE

VERT REINF

(ALL OTHERS)

1 LAYER REINF

VERT REINF

AND @ 4' OC BETWEEN.

1 COURSE BELOW TOP OF WALL

LOCATE @ TOP OF 1ST COURSE,

BAR POSITIONER.

VERT REINF

AND @ 4' OC BETWEEN.

1 COURSE BELOW TOP OF WALL

LOCATE @ TOP OF 1ST COURSE,

BAR POSITIONER.

DOWEL

2 LAYER REINF

/2

"DOWEL

AND SPACING

HORIZONTAL REINFORCEMENT

WALL THICKNESS

NOMINAL

CMU WALL REINFORCING SCHEDULE

AND SPACING

VERTICAL REINFORCEMENT

A. SEE ARCH'L DWGS FOR WALL LOCATIONS.

WALL TYPE NOTES:

WALL DESCRIPTION (LOCATION)

LC CELL

LC CELL

LC

A L L

A2

WALL REINFORCING DETAILS

NTS

TYPICAL MASONRY VERTICAL

A5

REINFORCING DETAILS

NTS

TYPICAL BOND BEAM

D7

VERTICAL REINF PLACEMENT

NTS

TYPICAL

D2

TYP REINFORCING DIAGRAM

NTS

CMU WALL

#5 @ 24"8" LADDER TYPE @ 16"

-N

O V -2

:4

S T

R U

C T

U R

A L

C O

N C

R E

T E M

A S

O N

R Y

S E

C T

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N S A

N D D

E T

A

IL

S

S-520

FOR CONSTRUCTION

K L E

S T

E R

J P

IT

T M

A N

L P

R E

S L E

Y

G

R

IG

G

IN

S

P T F

L -1

-2

-S -5

.d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

ADD'L BARS AS REQD

NOTES:

(T

Y P

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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S

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S U

B M

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T E

D B

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D A

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C O

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C T N

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C H

E C

K E

D B

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D R

A W

N B

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IS

S

U E D

A T

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SHEET ID

G

2 3 4 5 6 7 8 9 10

F

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D

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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N E

W Y

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K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

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N E

W J

E R

S

E

R -1

-D -0

N O

V E

M B

E R

A N

S I

D :1

L

A K

E S

ID

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E N

T R

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A Y

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E

K N

O X

V

IL

L E T

N

N O

M

IN

A L

D E

P T

H

NOMINAL DEPTH)

COURSES TO ATTAIN SPECIFIED

SUFFICIENT NUMBER OF

8" DEPTH CMU (PROVIDE

THK

WALL

TYPE A

EACH SIDE OF OPENING

PROVIDE 8" BEARING

8" DEPTH CMU LINTEL COURSE

/2

TYPE B

(M

IN

/2 (M

A X

/2

CHANNEL W/STUDS

EACH SIDE OF OPENING

PROVIDE 8" BEARING

THK

WALL

N O

M

IN

A L

D E

P T

H

/2 (M

IN

/2 (M

A X

LINTEL DEPTH

NOMINAL

WALL THICKNESS

NOMINAL

CLEAR SPAN

NOMINAL

8" UP TO 4'

8" UP TO 8'

TYPE

A,B

CMU LINTEL SCHEDULE

REINFORCEMENT

BOTTOM

REINFORCEMENT

TOP

8" 2-#4 NONE REQUIRED

16" 2-#4 2-#4

REMARKS

-N

O V -2

:4

S T

R U

C T

U R

A L

C O

N C

R E

T E M

A S

O N

R Y

S E

C T

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N S A

N D D

E T

A

IL

S

S-521

FOR CONSTRUCTION

K L E

S T

E R

J P

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T M

A N

L P

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S L E

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-2

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-1

R

E S

P O

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E T

O C

L

IE

N T C

O M

M E

N T S

-0

A,B

NOTES:

2"

ON BEAM GAGE

BEARING PL 1/2"x4"x0'-6 1/2"

W8

T/SLAB EL 114'-4"

C1

SECTION

NTS

C5

SECTION

NTS

T/SLAB EL 114'-4"

(TYP ALL WALLS)

STUDS@2'-0" OC

PL 1/4"x3"xCONT

(ATTACH TO PL 1/4")

2" COMPOSITE DECK

8" CMU

8" CMU

2 1/2"

TOP RAILING

2'-0"

0'-6" 0'-6"

18" CLEAR

7"

A-601

A5

6" HEIGHT CONTAINMENT CURB 6" CMU

(OPT. 6" POURED IN PLACE CONCRETE)

EPOXY PAINT FLOOR SURFACE AND 6" MIN

UP WALL SURFACE (ALL AROUND) MATCH

EXISTING HAZ MAT ROOM FLOOR FINISH

RUBBER MAT FLOORING (BY OTHERS)

2-HR. FLOOR CEILING ASSEMBLY W/ GWB &

METAL STUD JOISTS (UL DESIGN K506)

SEE DETAILED DESCRIPTION ON SHEET A-201

H.M. DOOR AND FRAME

EXISTING 2-HR FIRE RATED CONCRETE FLOOR/CEILING ASSEMBLY

(BEYOND AT EXISTING HAZMAT RM.)

A-301

E6

T.O. NEW WALL

13'-9 1/4"

T.O. DOOR FRAME

7'-4"

T.O. EXIST SLAB

0'-0"

B.O. CLG

12'-0"

NEW 1 1/2" Ø SCH 40 STEEL PIPE GUARDRAIL PAINTED

'SAFETY YELLOW'' AT EXISTING CONC HAZ MAT LID

T A

S K O

R D

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S C

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D B

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D A

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C O

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C T N

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C H

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D B

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D R

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SHEET ID

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2 3 4 5 6 7 8 9 10

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US Army Corps

U .S

A R

M Y C

O R

P S O

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A L P

L A

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W Y

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A L E

S H

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D R

A W

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G C

O D

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K C -4

A B

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D O

W N

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G U

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F B

B U

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IN

G T

O N C

O U

N T

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N E

W J

E R

S

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R -1

-D -0

E

P T

E M

B E

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A N

S I

D :1

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A K

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ID

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T R

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A Y

S U

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BOLLARD?

STL. BOLLARD PIPE, TYP.

6" DIA. SCHED. 40 CONC. FILLED

3/4" X 1'-6"X1'-6" BASE PLATE

ANCHOR

CONC. FLOOR

3/4" NONSHRINK GROUT

6"

EL 0'-0"

A - ELEVATIONB - SECTION

BOLT THE LADDER DIRECTLY TO CMU

BOLT THE LADDER TO CONCRETE FLOOR

3'-0"

CMU WALL

FACE OF EXISTING

LADDER

NEW STEEL PUDDLE WELD IN PLACE

DRILL PLATE FOR RUNGS AND

3/8" X 2 1/2" STEEL PLATE SIDE RAILS

RUNGS @ 12" CC (TYPICAL)

AT EXISTING CONC HAZ MAT LID

GUARDRAIL PAINTED 'SAFETY YELLOW''

NEW GUARDRAIL BEYOND

2'-3"

E

X

IS

T

IN

G V

E R

IF

Y I

N F

IE

L D

PER STRUCTURAL

ADHESIVE ANCHORS

TO BOND BEAM WITH

MTL RAILING ATTACHED

WITH CONCRETE

BOND BEAM FILLED

CONCRETE "U" BLOCK

8" CMU

DOWELS @ 24" O.C. MAX

MEZZANINE

EXIST HAZMAT

12' AFF@

2-HR CEILING

CONCRETEBOND BEAM

GENERAL SHEET NOTES

A. SEE SHEET A-601 FOR DOOR SCHEDULE.

B. SEE SHEET A-201 FOR 2HR FIRE RATED CEILING ASSEMBLY

DETAIL.

C. SEE SHEET A-112 FOR BOLLARD LOCATION (ADJACENT TO

VAULT ROOM #180).

D. SEE STRUCTURAL GENERAL NOTES REFERENCED AS

"POST-INSTALLED ANCHORS"

-O

C T -2

:0

A R

C H

IT

E C

T U

R A

L

W A

L L S

E C

T

IO

N

A-301

FOR CONSTRUCTION

M J

O H

N S

O N

J .O

C A

S

IO

S A

N G

E R

H A

U S

E N

G

R

IG

G

IN

S

P T F

L -1

-2

-A -3

.d w g

IS

S U

E F

O R C

O N

S T

R U

C T

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N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-3

F6

TYP.INT. BOLLARD SECTION DETAIL

SCALE: 1"=1'-0"

A5

BUILDING SECTION -HAZMAT STORAGE

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

A1

LADDER DETAIL

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

4'0 2' 8'

E6

TYP.INT. BOLLARD SECTION DETAIL

SCALE: 1"=1'-0"

M. Johnson Stamp

4"

BRACKET

LOCK JOINT

DOOR HANGER

VAULT

FROM EXISTING

DOOR RELOCATED

EXISTING VAULT

TOP TRACK

C

L DOOR

DOOR THICKNESS

BOLT DIAMETER AND SPACING

ANCHOR TO MATCH EXISTING

THREADED ROD AND ADHESIVE

TYPICAL ANCHOR BOLT:

STRUCT DWGS

NEW CONC WALL, SEE

DOOR GUIDE

CHANNEL TRACK

NEW FLOOR

T.O. CONC SLAB

11'-10"

B.O. CONC (DOOR OPNG)

CENTERLINE OF BOLT

3"

2 HR FIRE RATED - UL DESIGN NO. U905

8" CMU WALL

8" CMU WALL

1A

GYP. BD. PARTITION

FULL HT. STUDS, GYP. BD.

8" CONCRETE MASONRY UNIT

FIN. FLOOR FIN. FLOOR

3" SOUND BATT INSUL

FIRESTOPS AT FIRE RATED WALLS.

SEALANT - PROVIDE 1-HR. OR 2-HR.

8" CMU WALL-2 HR FIRE RATED 1A

24" WALL

( SEE STRUCTURAL)

24" CONCRETE WALL

JOINT REINF. @ 16" O.C.

HORIZONTAL TRUSS TYPE

IF SCHEDULED

WALL BASE

AS SCHEDULED

LINE OF CEILING

FIN. FLOOR

BASE AS SCHEDULED

SIDE

1 LAYER 5/8" GWB EA.

AT 16" O.C.

3 5/8" METAL STUDS

AS SCHEDULED

CEILING

GWB AT ALL WET AREAS (TYP)

USE MOISTURE RESISTANT

T A

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N

M A

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S

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B M

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D B

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D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

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IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

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D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

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K D

IS

T R

IC

T

F

E D

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A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

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N E

W J

E R

S

E

R -1

-D -0

E

P T

E M

B E

R

A N

S I

D :1

L

A K

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ID

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E N

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A Y

S U

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K N

O X

V

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L E T

N

(TYPICAL)

POSTS, TYP.

STL. PLATE WELD TO STL.

"(THK.) 4

1TOE KICK: 2"(H) X

EXIST 8" CMU

SLAB ON 2" STL DECK

1 2

POST @ 5'-0" (MAX)

1/4" FROM T/CONC

1/4" x 4" TOE PL

ANCHORS @ 5'-0" OC

PL 3/4" x 4" x 0'-8" w/

STORAGE ROOM

EXISTING HAZ MAT

5/16"

GENERAL SHEET NOTES

A. SEE SHEET A-601 FOR DOOR SCHEDULE.

B.MOVE EXISTING VAULT DOOR TO ROOM 180 AND ADD NEW

FLOOR CHANNEL.

C.SEE STRUCTURAL GENERAL NOTES REFERENCED AS

"POST-INSTALLED ANCHORS"

A1

VAULT DOOR HEAD/SILL DETAIL

SCALE: 3"=1'-0"

A4

WALL TYPES

SCALE: 1"-1'-0"

0 1' 2'6"

0 2' 4'1'

C4

GUARDRAIL SECTION & ELEV

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

6"0 3" 1'

-O

C T -2

:0

A R

C H

IT

E C

T U

R A

L

W A

L L S

E C

T

IO

A-310

FOR CONSTRUCTION

M J

O H

N S

O N

J .O

C A

S

IO

S A

N G

E R

H A

U S

E N

G

R

IG

G

IN

S

P T F

L -1

-2

-A -3

.d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-3

MECH.

HANGAR BAY

BEARING

CLEANING

ROOM

FIRE PROTECTION

MEN

LOBBY

OFFICE

OFFICE

JAN.

WOMEN

CONF.

ADMIN.

VEST.

ELEC./

400 HZ.

REPAIR &

RECLAMATION SHOP

ADMIN.

ADMIN.

CTK.

ELECT. COMM.

GENERATOR

TEST STAND

ADMIN.

CTK.

COMM.

LOX CART

REPAIR

PNEUDRAULICS SHOP

ELEN SHOP

DIFM

SPIN RIVETER HAZ MAT

NI-CAD

BATTERY

LEAD ACID

BATTERY

OXYGEN

CO2

ADMIN.

ADMIN.

CTK.

CTK.

MACHINE SHOP

WELDING SHOP

CORROSION CONTROL/

COMPOSITE SHOP

PAINT BOOTH

WASH

STOR.

MEDIA BLASTER

COMM.

ADMIN. CTK.

CLEAN ROOM

SHEET METAL SHOP

STAIR

BOTTLE

STOR.

BOTTLE

STOR.

LOCKER ROOM

UP

PN-SPIN RIVETER

256T

E

3.2 14 12.62.6

M

J

L

K

H

E

F

G

D

C

B

M

L

K

J

H

G

F

D

C

B

6 3 4 5 7 8 9 10 11 12 13 14

A A

C.1

D.1

J.8

K.6

L.3

K.5

1 2 3 4 5 6 7 8 9 10 11 12 13 13.3

K.7

11.4

K.7

10.8

F.3

H.6

4.2

C.7

3.7

D.3

9.4 9.8

J.9

7.2 7.8 11.4

J.1

145 143

109.89.4

G

T A

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

S E

P T

E M

B E

R

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E T

N

N

SEE SHEET FA001 FOR SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.A.

GENERAL SHEET NOTES

SHEET KEYNOTES

C3

FIRST FLOOR FIRE ALARM DEMOLITION PLAN

SCALE: 1/32" = 1'-0"

-N

O V -2

:3

D E

M O

L

IT

IO

N

F

IR

E A

L A

R M

F

IR

S T F

L O

O R D

E M

O L

IT

IO

N P

L A

N

FD110

FOR CONSTRUCTION

B P

E A

B O

D Y

M

M

IK

L A

N C

IC

G

R

IG

G

IN

S

G

R

IG

G

IN

S

P T F

L -1

-2

-F

D .d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

-1

C

O M

M E

N T C

L O

S U

R E

-3

32' 64'0

B4

F401

A3

ENLARGED FIRE ALARM DEMOLITION PLAN

SCALE: 1/32" = 1'-0"

A6

ENLARGED FIRE ALARM DEMOLITION PLAN

SCALE: 1/32" = 1'-0"

A3

FD110

A6

FD110

2 2

ELEC./

400 HZ.

VAULT

PROCESSING

176 178

CONTROL

VIEWING

OFFICE

OFFICE

ELEC.

COMM.

TRAINING

VEST

LOCKER ROOM

VENDING

BREAK ROOM

NDI SHOP

CTK

STORAGE

MPO

& STORAGE

SHOP STOCK

TRAP

LIGHT

HAZ MAT STORAGE

HAZ MAT STORAGE

AHU-2-2

ACU-2-1

G

9 9.4 9.8 10 1

T A

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

S E

P T

E M

B E

R

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E T

N

N

S

SEE SHEET F-001 FOR SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.A.

GENERAL SHEET NOTES

SHEET KEYNOTES

EXISTING HAZMAT ROOM.8.

NEW HAZMAT ROOM.7.

ALL DEVICES IN SPACE SHALL BE NEW.6.

EXISTING TO REMAIN FIRE ALARM DEVICES.5.

FOAM SYSTEM.

RELOCATED MANUAL RELEASE AND SPEAKER STROBE FOR HIGH EXPANSION 4.

ENVIRONMENTS.

ALL FITTINGS AND DEVICES SHALL BE U.L. LISTED FOR CLASS I DIVISION II

EXTEND EXISTING FIRE ALARM CIRCUIT TO INCLUDE NEW HEAT DETECTOR. 3.

ACU-2-1 ON MEZZANINE LEVEL.

PROVIDE NEW DUCT TYPE SMOKE DETECTOR ON SUPPLY SIDE OF NEW 2.

DIVISION 2.

PROVIDE FIXED TEMPERATURE HEAT DETECTOR U.L. LISTED FOR CLASS I, 1.

A1

FIRST FLOOR FIRE ALARM PLAN - AREA B

SCALE: 3/32" = 1'-0"

A5

FA401

D5

NEW HAZMAT ROOM

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

-N

O V -2

:3

F

IR

E A

L A

R M

E N

L A

R G

E D P

L A

FA401

B P

E A

B O

D Y

M

M

IK

L A

N C

IC

G

R

IG

G

IN

S

G

R

IG

G

IN

S

P T F

L -1

-2

-F

A .d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

-1

A

M E

N D

M E

N T

-0

-1

C

O M

M E

N T C

L O

S U

R E

-3

0 4' 8'2'

0 8' 32'16'

A5

NEW AHU - MEZZANINE LEVEL

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

KJ

T A

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

J U

L Y

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E T

N

N

-A

U G -2

:5

M E

C H

A N

IC

A L

H V

A C S

E C

T

IO

MH301

FOR CONSTRUCTION

E

C A

R R

O L L

D F

L O

Y D

J

C O

E N

G

R

IG

G

IN

S

P T F

L -1

-2

-M

H .d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -0

GENERAL SHEET NOTES

SHEET KEYNOTES

MAINTENANCES.

INSTALL FAN MOTOR SUCH THAT IT IS EASILY ACCESSIBLE FOR 1.

NOTES.

SEE SHEET M-001 FOR SYMBOLS, ABBREVIATIONS AND GENERAL A.

C2

SECTION

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

0 4' 8'2'

12x8 OA(E)

12x8 OA

4"-LPS(E)

1 1/2"-CWS(E)

1 1/2"-CWR(E)

4"-HWS(E)

4"-HWR(E)

18x18 SA

ACU-2-1

1"-HWR (E)

1"-HWS (E)

1 1/4"-CWR (E)

1 1/4"-CWS(E)

D6

SECTION

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

10x10 SA(E)

10x10 SA 8"x8" EA

200CD

FD

200EG

EF-9-1

"x

E A

"x

E A

M A

X

C5

MH501

A P

P R

O X

BIRDSCREEN

HAZ. MAT. STORAGE

1"-HWR

1"-HWS

1 1/4"-CWR

1 1/4"-CWS

E1

MH501FLOOR DRAIN

EXISTING

E8

MH501

EXH FAN EF-2

PROCESSING

FROM

8x8 EXH

LOUVER

PLENUM &

12x12 EXH

B1

MH501

PAD

HOUSEKEEPING

4"

TRAINING

COMM.

VEST

ELEC.

OFFICE

OFFICE

PROCESSING

TRAP

LIGHT

CONTROL

400 HZ.

ELEC./

VIEWING

SHOP

NDI

CTK

MPO

& STORAGE

SHOP STOCK

STORAGE

BREAK ROOM

LOCKER ROOM

LINE

PENETRANT

DYE

T A

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

N O

V E

M B

E R

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E T

N

N

T

T

X X

X

PIPE SUPPORTS NOT SHOWN THIS PLAN. INSTALL PER 23.D.

DUCT HANGERS NOT SHOWN THIS PLAN. SUSPEND DUCT PER 23.C.

ACCORDANCE WITH 23.

DUCT INSULATION NOT SHOWN THIS PLAN. INSULATE IN B.

GENERAL NOTES.

SEE SHEET M-001 FOR SYMBOLS, ABBREVIATIONS ANDA.

GENERAL SHEET NOTES

SHEET KEYNOTES

VIA 12"x12" DISCHARGE LOUVER.

DISCHARGE TO ATMOSPHERE OUT SIDEWALL ABOVE LOW ROOF

ACCESSIBLE LOCATION ABOVE ROOM CAP. ROUTE DUCT UP AND

8"x8" EXHAUST AIR FROM PROCESSING. LOCATE EXHAUST FAN IN 12.

EI-MH-501 FOR P-TRAP DETAIL.

IMMEDIATELY IN FRONT OF COOLING COILS. REFER TO DETAIL

CONNECTION TO EXISTING FLOOR DRAINS LOCATED

ROUTE 3/4" CONDENSATE DRAIN FROM COIL DRAIN PAN 11.

IN SUPPLY DUCT OF ACU-2-1 ONLY.

MOUNT DUCT SMOKE DETECTOR (DSD) IN ACCESSIBLE LOCATION 10.

SEE ENLARGED PLAN A4 ON THIS SHEET FOR CONTINUATION.9.

ABOVE NEW CEILING.

DROP DUCT DOWN APPROXIMATELY 18" BOTTOM OF DUCT 8.

ADDITION.

DROP DUCT DOWN THROUGH CAP INTO CEILING OF NEW ROOM 7.

HORIZONTAL RUNS ON TOP OF NEW ADDITION.

DROP DUCTS DOWN AS CLOSE TO WALL AS POSSIBLE. INSTALL 6.

IN ROOF.

DROP DUCT DOWN THRU ROOF OF EXIST VAULT. PROVIDE OPEN 5.

UNIT.

CONNECT NEW CHW BRANCH PIPING TO MAINS AND EXTEND TO 4.

CONNECT UNITS TO EXIST. CHW SUPPLY AND RETURN. 3.

CONNECT UNITS TO EXIST. HW SUPPLY AND RETURN. 2.

DRAINS.

DIMENSIONS AND 2" TOERAIL. DO NOT COVER EXISTING FLOOR

PROVIDE ADDITIONAL CONCRETE TO 4" GREATER THAN UNIT

INSTALL NEW AIR HANDLING UNITS ON EXIST. CONCRETE PADS 1.

9 9.4 9.8 10

J

J.8

H.6

J

J.8

K

K.5

L

L.3

M

C5

ENLARGED FIRST FLOOR HVAC PLAN - NON-DESTRUCTIVE ANALYSIS

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

0 8'4' 16'

-N

O V -2

:3

M E

C H

A N

IC

A L

E N

L A

R G

E D H

V A

C P

L A

MH401

E

C A

R R

O L L

D F

L O

Y D

J

C O

E N

G

R

IG

G

IN

S

P T F

L -1

-2

-M

H .d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

-1

A

M E

N D

M E

N T

-1

-1

A4

ENLARGED MEZZANINE HVAC PLAN - NON DESTRUCTIVE ANALYSIS

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

9.4 9.8 10 11

0 4' 8'2'

16x12 x x

8x6

190CD-8

8x6175CD-8

DN

x

8x6

105CD(E)

105CD(E)

16x10

16x10 16x12 x x

350CD-10

TYP.4

170CD(E)

170CD(E)

100CD(E)

170CD(E)

170CD(E)

125CD(E)

x (E x

100CD(E)

50CD(E)

50CD(E)

x

8x6 x

DN 160CD-6

DN

235CD-8

16x12

DN

7TYP.

2 2 3 x x

1 1 x x

12x6 12x8

DSD

TURNING VALVES TYP.

x (E

9 9 x

1"-HWS/R

1 1/4"-CWS/R

1 "-CWS/R

1"-HWS/R

E8

MH501

D2

MH301

TYP. 4

x

EF-2

x

E5

MH501

TYP.

B1

MH501

C5

MH501

220RG-1

MAINTENANCE & COIL

PULL CLEARANCE

MAINTENANCE & COIL

PULL CLEARANCE

AHU-2-2 ACU-2-1

(E) 4"-LPS

(E) 4"-HWR

(E) 4"-HWS

(E) 1 1/4"-CHWR

(E) 1 1/4"-CHWS

MATCHLINE. SEE

ENLARGED PLAN C3,

THIS SHEET, FOR CONT.

315RG(E)90RG(E)

90RG(E)

100CD(E)

95RG(E)

205RG-1160RG-1

275RG(E)

1380RG-5

130RG-1

R E

S P

O N

S E T

O C

L

IE

N T C

O M

M E

N T S

-0

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

J U

L Y

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E T

N

3/4" DRAIN W/GATE VALVE

3/4" COIL DRAIN VALVE

W/HOSE COUPLING

& HOSE COUPLING

AIR VENT (3/4" GATE

SEPARABLE SOCKET

THERMOMETER WITH

COOLING COIL

VALVE W/PLUG

COIL AIR VENT

HOT WATER OR

VALVE WITH CAP)

PIPING

Y-STRAINER w/

BLOW-OFF VALVE

W/GATE VALVE

PRESSURE GAUGE

1-1/2") GATE VALVE

BALL VALVE (UP TO

(2" & OVER)

VALVE

BALANCING

REDUCER

PIPING

CHWS & HWS

CHWR & HWR

UNION

3-WAY MODULATING VALVE

FOR DETAIL

ARCHITECTURAL DWGS

LOUVER REFER TO

INTAKE / EXHAUST

BIRDSCREEN

1/2" MESH

EXTERIOR WALL

MINIMUM

DUCT FOR FIRST 4'

EXTERIOR INSULATE

DOOR

ACCESS

OUTSIDE FOR DRAINAGE.

(MINIMUM) PER FOOT TO

PLENUM DOWN 4"

PITCH BOTTOM OF

PLENUM

EXTERIOR INSULATED

INDICATED ON DWGS

BACKDRAFT DAMPER IF

POSSIBLE

PLENUM AS HIGH AS

CONNECT DUCTS TO

AREA

WATERTIGHT IN THIS

CAULK ALL JOINTS

SUPPORT PLENUM BOTTOM

BOLTS EXTEND FRAME TO

FRAME TO WALL WITH ANCHOR

ANCHOR WELDED ANGLE-IRON

FLOW

AIR

SHOWN ON DWGS

12" MINIMUM OR AS

FLOW

AIR

DRAINAGE

BLADE OF LOUVER FOR

TO OVERLAP BOTTOM

EXTEND PLENUM BOTTOM

EXHAUST DUCT

FAN MOTOR

EXHAUST FAN

SPRING ISOLATORS

FLEXIBLE CONNECTION

MOTOR COVER

(TYPICAL)

FASTEN TO STRUCTURE

ARCHITECT ON HOW TO

COORDINATE WITH SUPPORTS

HANGER

DUCT

DIAMETERS OF STRAIGHT

ALLOW 2 1/2 INLET

DUCT

DIAMETERS OF STRAIGHT

ALLOW 2 1/2 OUTLET

D

IR

E C

T

IO

N O

F

A

IR

F

L O

W

BRANCH DUCT

(S U

P P

L Y A

IR

45 DEG

0.25 BRANCH WIDTH

0R 75mm MIN.

MANUAL OPPOSED BLADE DAMPER

WITH LOCKING QUADRANT

D

IR

E C

T

IO

N O

F

A

IR

F

L O

W

T R

U N

K D

U C

T

(R E

T U

R N O

R

E X

H A

U S

T A

IR

INSULATION (WHERE APPLICABLE)

COIL

UNIT DRAIN PAN

UNION

CAP-2 PLACES

=UNIT TSP+2"

=UNIT TSP

PIPE SIZE EQUAL TO

DRAIN CONNECTION SIZE

TO DRAIN

FIG. A

FIG. B

DUCT

DUCT

AIR FLOW

AIR FLOW

CONTROL.

GRILLE HAS NO VOLUME

CONTROL AT GRILLE.

DIFFUSER CONTAINS VOLUME

NOTE:

SUPPLY/RETURN

DIFFUSER

ADJUSTABLE DAMPER

(DIFFUSER ONLY)

COLLAR

CEILING

WALL OR

45° ENTRY

45° ENTRY

COLLAR

SUPPLY/RETURN

DIFFUSER

A

IR

F

L O

W A

IR

F

L O

W

CHILLER

VIBRATION ELIMINATOR (TYP.)

(TYP.)

PRESSURE INDICATOR

(TYP.)

THERMOMETER STRAINER

BUTTERFLY VALVE (TYP.)

5" CHWR

5" CHWS

BALANCING VALVE

FLANGE

NC

NC

VENT (TYP.)

CHECK VALVE

TANK

EXPANSION

PUMP

FURNISHED WITH CHILLER

PUMP PACKAGE

-A

U G -2

:5

M E

C H

A N

IC

A L

H V

A C D

E T

A

MH501

J

G A

R N

E R

D F

L O

Y D

J

C O

E N

G

R

IG

G

IN

S

P T F

L -1

-2

-M

H .d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -0

E8

AIR HANDLING UNIT COIL PIPING DETAIL

SCALE: NONE

B8

DIFFUSER / GRILLE CONNECTION DETAIL

SCALE: NONE

B1

WALL-MOUNTED LOUVER DETAIL

SCALE: NONE

C5

IN-LINE EXHAUST FAN DETAIL

SCALE: NONE

E5

TYPICAL DUCT BRANCH TAKEOFF DETAIL

SCALE: NONE

E1

TYPICAL CONDENSATE DRAIN PIPE DETAIL

SCALE: NONE

A5

100 TON CHILLER PIPING DETAIL

SCALE: NONE

MECH.

HANGAR BAY

BEARING

CLEANING

ROOM

FIRE PROTECTION

MEN

LOBBY

OFFICE

OFFICE

JAN.

WOMEN

CONF.

ADMIN.

VEST.

ELEC./

400 HZ.

REPAIR &

RECLAMATION SHOP

ADMIN.

ADMIN.

CTK.

ELECT. COMM.

GENERATOR

TEST STAND

ADMIN.

CTK.

COMM.

LOX CART

REPAIR

PNEUDRAULICS SHOP

ELEN SHOP

DIFM

SPIN RIVETER HAZ MAT

NI-CAD

BATTERY

LEAD ACID

BATTERY

OXYGEN

CO2

ADMIN.

ADMIN.

CTK.

CTK.

MACHINE SHOP

WELDING SHOP

CORROSION CONTROL/

COMPOSITE SHOP

PAINT BOOTH

WASH

STOR.

MEDIA BLASTER

COMM.

ADMIN. CTK.

CLEAN ROOM

SHEET METAL SHOP

STAIR

BOTTLE

STOR.

BOTTLE

STOR.

LOCKER ROOM

UP

PN-SPIN RIVETER

256T

3.2 14 12.62.6

M

J

L

K

H

E

F

G

D

C

B

A

C.1

D.1

J.8

K.6

L.3

K.5

1 2 3 4 5 6 7 8 9 10 11 12 13 13.3

K.7

F.3

H.6

9.4 9.87.2 7.8 11.4

VAULT

HYDRO WARP MAINTENANCE

145 143

PROCESSING

176 178

CONTROL

VIEWING

OFFICE

OFFICE

ELEC.

COMM.

TRAINING

VEST

LOCKER ROOM

VENDING

BREAK ROOM

NDI SHOP

CTK

STORAGE

MPO

& STORAGE

SHOP STOCK

HAZ MAT STORAGE

HAZ MAT STORAGE

TRAP

LIGHT

T A

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

J U

L Y

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E T

N

N

GENERAL NOTES.

SEE SHEET M-001 FOR SYMBOLS, ABBREVIATIONS AND A.

GENERAL SHEET NOTES

SHEET…