04_MUNITIONS.pdf

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GENERAL NOTES

I. GENERAL

A. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT

INFORMATION FOR THE READER'S CONVENIENCE. SEE ALSO INDIVIDUAL

PLAN NOTES AND PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND

REQUIREMENTS.

B. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST

RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE DOCUMENTS,

UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR ON THE

PLANS.

C. ELEVATIONS. ALL ELEVATIONS ARE REFERENCED TO FINISHED FLOOR EL.

100'-0". ALL ELEVATIONS SHOWN ON PLANS ARE REFERENCED TO THE

SITE ELEVATION DATUM SHOWN ON FOUNDATION PLANS UNLESS NOTED

OTHERWISE.

D. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN

PROJECT SPECIFICATIONS SECTION 01 33 00.

1. IDENTIFY PROMINENTLY ON DRAWINGS EACH AND ALL RESUBMITTALS

BY NUMBER.

2. IDENTIFY ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE

REQUESTED BY THE CONTRACTING OFFICER.

3. SUBMITTALS FAILING TO CONFORM TO THE ABOVE WILL BE RETURNED

FOR RESUBMITTAL.

E. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE

AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S

SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURE AND

SEQUENCE, AND TO ENSURE THE SAFETY AND STABILITY OF THE BUILDING

AND ITS COMPONENT PARTS DURING ERECTION. ALL NECESSARY

TEMPORARY BRACING AND TIE-DOWNS REQUIRED TO STABILIZE AND

SUPPORT THE STRUCTURE DURING ALL CONSTRUCTION PHASES SHALL BE

FURNISHED AND INSTALLED BY THE CONTRACTOR. SUCH MATERIAL SHALL

REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE

PROJECT. IF REQUIRED, TEMPORARY BRACING AND TIE-DOWNS SHALL BE

DESIGNED BY A LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR.

F. CONSTRUCTION LOADS IMPOSED ON STRUCTURAL MEMBERS SHALL NOT

EXCEED THE DESIGN CAPACITY OF THE STRUCTURE AT THE TIME SUCH

LOADS ARE IMPOSED.

G. ALL DIMENSIONS OF EXISTING CONDITIONS SHALL BE VERIFIED PRIOR TO

COMMENCING WORK. DISCREPANCIES BETWEEN EXISTING CONDITIONS OR

BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE COMMUNICATED

TO THE CONTRACTING OFFICER.

H. WORK THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER

DRAWINGS. EACH DISCIPLINE'S DRAWINGS MAY NOT BE CONCLUSIVE.

VERIFY ALL DRAWINGS FOR TOTAL CONSTRUCTION.

I. ALL SECTIONS, DETAILS, MATERIALS, AND METHODS SHOWN AND/OR

NOTED ON ANY SHEET SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS,

U.N.O.

II. DESIGN CRITERIA

A. BUILDING CODES AND DESIGN REFERENCES

2015 INTERNATIONAL BUILDING CODE

ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES.

UFC 4-010-01, MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

OCCUPANCY LEVEL - LOW OCCUPANCY

B. SUPERIMPOSED DESIGN LOADS

1. DEAD LOADS

ROOF DEAD LOAD - 24 psf MIN. ROOF DEAD LOAD - 11.0 psf

2. LIVE LOADS

ROOF LIVE LOAD - 20 psf FLOOR SLAB - 150 psf

3. SNOW: GROUND SNOW LOAD = 35 psf.

A. EXPOSURE FACTOR, Ce = 1.0 (EXPOSURE C, PARTIALLY EXPOSED) B. SLOPE FACTOR, Cs = 1.0 C. THERMAL FACTOR, Ct = 1.0

D. IMPORTANCE FACTOR = 1.1

E. FLAT ROOF SNOW LOAD, Pf = 30 psf F. SLOPED ROOF SNOW LOAD = 30 psf

G. DRIFT LOADS - REFER TO SNOW LOADING DIAGRAM

4. WIND: (RISK CATEGORY III)

A. ULTIMATE DESIGN WIND SPEED, Vult = 120 MPH B. NOMINAL DESIGN WIND SPEED, Vasd = 93 MPH

C. EXPOSURE CATEGORY - C

D. INTERNAL PRESSURE COEFF., GCpi = +/-0.18

5. SEISMIC

A. RISK CATEGORY III, IMPORTANCE FACTOR =1.25

B. MAPPED SPECTRAL RESPONSE ACCELERATIONS

Ss = 0.24g S1 = 0.07g

C. SITE CLASSIFICATION - D

D. DESIGN SPECTRAL RESPONSE ACCELERATIONS

SDS = 0.26g SD1 = 0.11g

E. SEISMIC DESIGN CATEGORY - B

F. RESPONSE MOD. FACTOR, R, AND SEISMIC RESPONSE COEFF., C :

BEARING WALLS SYSTEMS, ORDINARY REINFORCED CONCRETE

SHEAR WALLS, R = 4.0, Cs = 0.08

G. DESIGN SEISMIC BASE SHEAR = 171.2 kips

H. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

6. FUTURE EXPANSION: NO PROVISION FOR FUTURE EXPANSION HAS

BEEN MADE THAT WILL IMPACT DESIGN PROVISIONS OF STRUCTURES

AND FOUNDATIONS UNDER THIS CONTRACT.

C. FOUNDATIONS

1. ALLOWABLE BEARING PRESSURE

SPREAD AND CONTINUOUS FOOTINGS - 3,000 psf

2. FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE RECOMMENDATIONS

OF THE GEOTECHNICAL EXPLORATION REPORT BY CEMS ENGINEERING

DATED JUNE 25, 2018. REPORT IS AVAILABLE FOR INFORMATION ONLY UPON

REQUEST FROM THE CONTRACTING OFFICER.

3. ALL OPEN FOUNDATION EXCAVATIONS TO BE INSPECTED AND APPROVED BY

THE CONTRACTOR'S LICENSED GEOTECHNICAL ENGINEER PRIOR TO

PLACING CONCRETE. UNSATISFACTORY MATERIALS ENCOUNTERED SHALL

BE EXCAVATED AND REPLACED WITH SATISFACTORY MATERIALS. REFER TO

SHEET CG101 FOR OVER-EXCAVATION REQUIREMENTS.

III. TESTING AND INSPECTION

A. FOUNDATIONS AND EARTHWORK. GEOTECHNICAL ENGINEER/TESTING

LABORATORY SHALL BE ENGAGED FOR QUALITY CONTROL AND VERIFICATION.

SEE SPECS. ALL OPEN FOUNDATION EXCAVATIONS SHALL BE INSPECTED

AND APPROVED BY THE CONTRACTOR'S LICENSED GEOTECHNICAL

ENGINEER PRIOR TO CONCRETE PLACEMENT.

B. MATERIALS AND PROCEDURES. TESTING LABORATORY SHALL BE ENGAGED

FOR MATERIAL TESTING AND INSPECTION. SEE SPECS.

C. SPECIAL INSPECTOR. A SPECIAL INSPECTOR WILL BE ENGAGED BY THE

CONTRACTOR TO INSPECT ELEMENTS AS REQUIRED. SEE SPECIFICATIONS.

IV. EARTHWORK

A. SITE PREPARATION. REFER TO CG112 FOR GRADING AND EARTHWORK

REQUIREMENTS. REFER TO SPECIFICATIONS.

B. STRUCTURAL FILLS. FILL MATERIAL COMPACTED IN 8" LIFTS

FOR HEAVY EQUIPMENT COMPACTORS, 4" LIFTS FOR HAND-OPERATED

EQUIPMENT. SEE SPECIFICATIONS FOR ACCEPTABLE FILL MATERIAL.

1. SUBGRADE UNDER BUILDING FOUNDATIONS: MINIMUM DENSITY 95% ASTM

D1557.

2. SUBGRADE UNDER SLABS-ON-GRADE: MINIMUM DENSITY 95% ASTM

D1557.

3. GRANULAR SUBBASE UNDER SLAB-ON-GRADE: VAPOR BARRIER ON LAYER OF

COMPACTED CRUSHED STONE. A THIN LAYER OF APPROX. 1/2" OF FINE

GRADED MATERIAL SHALL BE ROLLED OR COMPACTED OVER THE CRUSHED

STONE TO PREVENT PUNCTURE OF THE VAPOR BARRIER. 1/2" LAYER SHALL

BE PART OF THE CRUSHED STONE THICKNESS.

4. BACKFILL WITHIN 3' OF RETAINING WALLS SHALL BE PLACED IN LOOSE

LIFTS NOT TO EXCEED 4" AND SHALL BE COMPACTED WITH HAND-

OPERATED EQUIPMENT. AVOID OVER COMPACTION, HEAVY EQUIPMENT

SHALL NOT BE PERMITTED WITHIN 10' OF WALLS.

5. EXCEPT FOR RETAINING WALLS, FOUNDATION WALLS HAVE NOT BEEN

DESIGNED TO RESIST LATERAL LOADS. BACKFILLING SHALL BE PERFORMED

SUCH THAT THE ELEVATION OF BACKFILL ON BOTH SIDES OF THE

FOUNDATION WALL IS ESSENTIALLY EQUAL (NOT TO EXCEED A

DIFFERENCE OF 2 FT) TO AVOID UNBALANCED LOADS.

6. GROUNDWATER LEVEL MAY BE ENCOUNTERED AT THE PROPOSED

FOUNDATION ELEVATIONS. NO FOOTINGS OR SLABS SHALL BE PLACED ON

OR AGAINST SUB-GRADE CONTAINING FREE WATER OR FROZEN SOILS.

SHOULD WATER ENTER A FOOTING EXCAVATION AFTER SUB-GRADE

APPROVAL, THE SUB-GRADE SHALL BE RE-INSPECTED BY THE TESTING

LABORATORY AFTER REMOVAL OF WATER. CONTRACTOR SHALL FURNISH

ALL REQUIRED DEWATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION

UNTIL BACKFILL IS COMPLETE.

C. SPECIAL INSPECTION. REFER TO SPECIFICATIONS.

V. CAST-IN-PLACE REINFORCED CONCRETE

A. DESIGN CODE. ACI 318 - STRENGTH DESIGN. REFERENCE STANDARD:

ACI 301. CONTRACTOR TO MAINTAIN COPY AT JOB SITE.

B. MIX DESIGN SHALL BE DOCUMENTED IN ACCORDANCE WITH SECTION

03 30 00.00 10 OF THE PROJECT SPECS AND ACI 301, CHAPTER 3

"PROPORTIONING". MIX DESIGNS WHICH ARE SUBMITTED WITHOUT THE

REQUIRED DOCUMENTATION WILL BE REJECTED. FIELD SLUMPS

RECORDED AT JOB SITE SHALL NOT EXCEED THE SLUMP ESTABLISHED

FOR THE MIX DESIGN.

C. CONCRETE. REFER TO SPECS.

1. ALL CONCRETE FOR BUILDING CONSTRUCTION SHALL HAVE A COMPRESSIVE

STRENGTH OF 4500 psi AT 28 DAYS.

2. REFER TO SPECIFICATIONS FOR AIR-ENTRAINMENT.

D. FORMWORK

1. SEE SPECS.

2. KEYS INDICATED ARE TO BE 2" x 4" NOMINAL CONTINUOUS, UNO.

3. RUSTICATION STRIPS, CHAMFERS, DRIPS, MISC. EMBEDS, ETC. SEE

PLANS AND/OR ARCHITECTURAL DRAWINGS.

4. OPENINGS FOR MEP TRADES. ALL HOLES FOR OTHER TRADES WHICH

MUST BE CUT OR FORMED AND WHICH ARE NOT SHOWN ON THE

STRUCTURAL DESIGN(S) DRAWINGS SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

E. REINFORCEMENT

1. REINFORCING BARS. DEFORMED, GRADE 60, ASTM A615.

ASTM A706 WHERE SPECIFIED AND FOR WELDING APPLICATIONS.

A. FABRICATION: ACI SP-66 "ACI DETAILING MANUAL"

2. WELDED SMOOTH WIRE FABRIC - ASTM A185. FLAT SHEETS.

3. WELDING - ACI 301, SECTION 3.2.2.2.

4. CORNER BARS. PROVIDE CORNER BARS SAME SIZE AND SPACING AS

HORIZONTAL REINFORCEMENT AT INTERSECTIONS OF ALL WALLS AND

WALL FOUNDATIONS.

5. SPLICES. CONTINUOUS REINF. BARS INCLUDING CORNER BARS SHALL

BE LAPPED THE LENGTH SHOWN IN THE DEVELOPMENT / LAP SPLICE

TABLE SHOWN ON THE DESIGN DRAWINGS.

6. MINIMUM COVER FOR PROTECTION TYPICAL, U.N.O.

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"

B. FORMED SURFACE EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS - 2"

#5 AND SMALLER - 1 3/4"

C. STRUCTURAL SLABS AND WALLS NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND - 3/4"

D. BEAMS AND COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS,

AND SPIRALS NOT EXPOSED TO WEATHER OR IN CONTACT WITH

GROUND - 1 1/2"

7. HOOKS INDICATED ARE ACI/CRSI STANDARD 90 DEG. OR 180 DEG.

HOOKS. BAR LENGTHS SHOWN ARE OUT-TO-OUT AND DO NOT INCLUDE

HOOK LENGTH.

F. SLAB & WALL OPENINGS. COORDINATE WITH MECHANICAL, PLUMBING AND

ELECTRICAL TRADES. FIELD REQUIREMENTS NOT SHOWN ON STRUCTURAL

PLANS MUST BE APPROVED BY THE CONTRACTING OFFICER. ANY

STRENGTHENING OR ADDITIONAL REINFORCEMENT REQUIRED SHALL

BE FURNISHED BY THE CONTRACTOR WITHOUT ADDITIONAL COST TO

THE GOVERNMENT. PLUMBING SLOTS ARE TO BE FILLED WITH CONCRETE TO

SAME THICKNESS AS SLAB OR WALL AFTER PIPING HAS BEEN INSTALLED.

SEE TYPICAL PENETRATION DETAILS FOR REQUIREMENTS.

G. EMBEDDED PIPES OR CONDUIT. MAXIMUM DIAMETER - 1/3 x SLAB OR

WALL THICKNESS, SPACED MINIMUM OF 3 DIAMETERS ON CENTER.

H. GROUT. HIGH STRENGTH, NON-SHRINK STRUCTURAL GROUT. SEE SPECS.

I. CONCRETE FINISHES. SEE SPECS.

1. FORMED SURFACES:

A. PAINTED OR EXPOSED TO VIEW: CLASS A

B. INTERIOR PIT WALLS: CLASS B

C. CONCEALED OR AS NOTED ON PLANS: CLASS C

2. FLATWORK SURFACES:

A. INTERIOR SLABS EXPOSED TO VIEW: TROWELED WITH SURFACE

TREATMENT

B. INTERIOR SLABS TILED OR CARPETED: TROWELED

C. EXTERIOR STAIRS, STOOPS OR RAMPS: BROOMED

D. SIDEWALKS, PAVEMENTS: REFER TO CIVIL DRAWINGS AND

SPECIFICATIONS.

J. CURING AND PROTECTION. SEE SPECS.

K. SLABS ON GRADE

1. CONTRACTION JOINTS SHALL BE PLACED AS SHOWN ON PLANS.

SLAB CONSTRUCTION JOINTS MAY BE LOCATED AT CONTRACTION

JOINT LOCATIONS AT THE CONTRACTOR'S OPTION.

2. SEE CONTROL JOINT AND CONSTRUCTION JOINT DETAILS. JOINT

MAXIMUM SPACING IS 20'-0".

3. FILL SAWED CONTRACTION JOINTS AND EXPANSION JOINTS IN SLABS

WITH JOINT SEALANT.

L. SPECIAL INSPECTION. REFER TO SPECIFICATIONS.

VI. CONCRETE MASONRY

A. DESIGN CRITERIA. ACI 530

B. CONCRETE MASONRY UNITS:

1. HOLLOW UNITS: ASTM C90, NORMAL WEIGHT.

2. CONCRETE BUILDING BRICK: ASTM C55.

C. DESIGN F'm = 1,500 psi

D. MORTAR. ASTM C270, TYPE S (1800 psi). MASONRY CEMENT SHALL NOT

BE USED FOR REINFORCED CONCRETE MASONRY CONSTRUCTION.

E. GROUT. ASTM C476 (2000 psi). SEE SPECS FOR GROUTING POUR

HEIGHT, CLEAR CELL DIMENSIONS, AND CLEANOUT REQUIREMENTS.

F. REINFORCEMENT.

1. HORIZONTAL JOINTS: LADDER TYPE JOINT REINFORCING SHALL BE

USED. SEE SPECS.

2. VERTICAL AND HORIZONTAL REINFORCEMENT: ASTM A615, GRADE 60.

3. HORIZONTAL BOND BEAM REINFORCEMENT: (2) #5 BARS FOR WALLS

WITH 1 VERTICAL BAR; (1) #5 FOR WALLS WITH 2 VERTICAL BARS.

G. SPECIAL INSPECTION. REFER TO SPECIFICATIONS.

VII. STRUCTURAL STEEL

A. DESIGN, FABRICATION, AND ERECTION. AISC SPEC., FOR THE DESIGN,

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.

B. TYPE OF CONSTRUCTION. SIMPLE TYPE PR

C. GRADE STEEL. WIDE FLANGE SHAPES - ASTM A992 (GRADE 50)

CHANNELS, ANGLES, AND MISC. SHAPES - ASTM A36

TUBE (HSS) SHAPES - ASTM A500, GRADE B (46 ksi MIN. YIELD STRENGTH).

D. CONNECTIONS. AISC MANUAL STANDARD CONNECTIONS UNLESS NOTED.

1. HIGH-STRENGTH BOLTS: ASTM F3125, GRADE A325 BEARING TYPE

INSTALLED IN CONFORMANCE WITH "SPECIFICATIONS FOR STRUCTURAL

JOINTS USING ASTM A325 OR A490 BOLTS", RESEARCH COUNCIL ON

RIVETED AND BOLTED STRUCTURAL JOINTS. UNO, STANDARD AISC

"USUAL GAGE" DIMENSIONS SHALL BE USED FOR LOCATING HOLES FOR

BOLTS, EXPANSION ANCHORS, ETC. IN ALL ANGLES, BEAM FLANGES, ETC.

2. WELDS: AWS D1.1, SERIES E70XX. ALL WELDS SHALL BE SUBJECT TO

INSPECTION AND NONDESTRUCTIVE EXAMINATION AS REQUIRED IN

SPECIFICATIONS. WHERE WELD SIZE IS NOT INDICATED ON THE

DRAWINGS, USE MINIMUM SIZE FOR PREQUALIFIED JOINTS PER AWS

D1.1.

3. ANCHOR RODS: ANCHOR RODS SHALL CONFORM TO ASTM F1554,

GRADE 36, AS INDICATED.

4. SIMPLE SHEAR CONNECTIONS: STEEL FABRICATOR SHALL DESIGN

BEAM CONNECTIONS FOR 50% OF THE UNIFORM LOAD CAPACITY OF

THE BEAM, UNLESS NOTED OTHERWISE.

E. TOLERANCES. AISC CODE OF STANDARD PRACTICE 2010, SECTION 6.4,

7.12, AND 7.13.

F. CAMBER. PROVIDE POSITIVE CAMBER AS NOTED ON PLANS. WHERE NO

CAMBER IS NOTED, RESIDUAL MILL CAMBER IS TO BE UPWARDS.

G. ROOF OPENINGS. VERIFY SIZE AND LOCATION OF REQUIRED

OPENINGS WITH MECHANICAL, PLUMBING, OR OTHER TRADES AS

NECESSARY TO ASSURE CORRECT FRAMING AND SUBMIT ON SHOP

DRAWINGS. PROVIDE SUB-SUPPORT AS REQUIRED FOR DECK CLOSURES

TYPICAL, INCLUDING AT COLUMNS. COORDINATE WITH DECK SUPPLIER.

H. SHOP DRAWINGS. SUBMIT ERECTION AND FABRICATION

SHOP DRAWINGS, SEE SPECS.

I. SPECIAL INSPECTION. REFER TO SPECIFICATIONS.

VIII. ADHESIVE AND EXPANSION ANCHORS

A. ADHESIVE ANCHORS SHALL CONSIST OF AN EQUAL TWO-COMPONENT

STRUCTURAL GRADE EPOXY INJECTION MATERIAL CONFORMING TO ASTM

C881. ROD MATERIAL SHALL MEET MIN. MATERIAL SPECIFICATIONS OF

ASTM A193, GRADE B7 OR APPROVED EQUAL.

B. REINFORCING BAR ANCHORS SHALL BE DEFORMED, GRADE 60, ASTM A615.

C. ADHESIVE ANCHORS SHALL MEET THE MINIMUM MATERIAL

SPECIFICATIONS OF ASTM A193, GRADE B7 OR APPROVED EQUAL.

EXPANSION ANCHORS SHALL BE GALVANIZED, CARBON STEEL.

D. ANCHORAGE SYSTEMS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

E. INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED

LITERATURE AND SHALL INCLUDE THE BRUSHING AND CLEANING OF DRILLED

HOLES WITH COMPRESSED AIR. INSTALLERS SHALL BE TRAINED BY THE

MANUFACTURER'S REPRESENTATIVE. EMBEDMENT DEPTH SHALL BE AS

INDICATED ON THE STRUCTURAL DRAWINGS.

F. CONTRACTOR SHALL TAKE PRECAUTIONS NECESSARY DURING THE

DRILLING PROCESS TO AVOID DAMAGING EXISTING REINFORCEMENT.

ABANDON HOLES THAT INTERFERE WITH REINFORCEMENT, HAVE

INCORRECT DIAMETER OR SPALLING DAMAGE, AND FILL WITH GROUT.

DRILL HOLES AS REQUIRED.

G. SPECIAL INSPECTION. REFER TO SPECIFICATIONS.

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GENERAL NOTES CONT'D

IX. METAL ROOF DECK

A. DESIGN, FABRICATION, & ERECTION. STEEL DECK INSTITUTE (SDI) MANUAL

OF CONSTRUCTION WITH STEEL DECK

B. MATERIAL. ASTM A653 TYPE SS (33 ksi MIN. YIELD STRENGTH)

C. METAL ROOF DECK

1 1/2" DEEP, 0.0474" THICK (18 GAGE) TYPE B WIDE RIB

WITH THE FOLLOWING MINIMUM SECTION PROPERTIES:

Ix = 0.289 in4/ft; S(+) = 0.318 in3/ft; I(-) = 0.295 in3/ft; S(-) = 0.327 in3/ft

D. INSTALLATION.

1. WHERE POSSIBLE, EXTEND OVER 3 OR MORE SUPPORTS.

DECK ATTACHMENTS SHALL BE IN ACCORDANCE WITH SDI SPECS AND

SHALL BE ADEQUATELY SHOWN ON DECK SHOP DRAWINGS FOR FIELD

INSTALLATION. ANCHOR TO RESIST THE NET UPLIFT PRESSURE AS SHOWN

ON THE PLANS.

2. DECK ATTACHMENT FOR 1.5B18 DECK SHALL BE WITH #12 TEK SCREWS

ON 36/7 PATTERN WITH #10 TEK SCREW SIDELAP FASTENERS AT 12" OC MAX.

3. OTHER MECHANICAL FASTENERS OR WELDS ON A PATTERN PRODUCING

STRENGTH AND STIFFNESS AT LEAST EQUAL TO THE ATTACHMENT SHOWN

MAY BE SUBMITTED FOR APPROVAL. WELDED SIDELAPS NOT PERMITTED.

E. ACCESSORIES. RIDGE, HIP, AND VALLEY PLATES ATTACHED

DIRECTLY TO STEEL DECK INCLUDED. GAGE TO MATCH ROOF DECK.

F. FINISH. G90 GALVANIZED

G. SHOP DRAWINGS. SUBMIT SHOP DRAWINGS.

H. SPECIAL INSPECTION. REFER TO SPECIFICATIONS.

X. OPEN-WEB STEEL JOISTS

A. DESIGN, FABRICATION, AND USE. SJI SPECS.

B. DETAILS. JOISTS TO BE WELDED OR BOLTED TO SUPPORTS. REFER TO

SECTIONS AND DETAILS FOR JOIST SEAT DEPTHS. EXTEND BOTTOM CHORD

OF JOIST TO COLUMN ON COLUMN LINES. PROVIDE VERTICAL STABILIZER

PLATE TO RECEIVE BOTTOM CHORD.

C. PAINT. PRIME AND PAINT IN ACCORDANCE WITH SPECS.

D. CONCENTRATED LOADS. ATTACH IN SUCH A MANNER OR AT SUCH AS

LOCATION (I.E. PANEL POINTS) SO THAT LOCAL BENDING IS NOT INDUCED

IN THE CHORDS EXCEPT AS INDICATED. FOR ALL CONCENTRATED LOADS

NOT OCCURRING AT JOIST PANEL POINTS, AN EXTRA WEB MEMBER MUST

BE FIELD APPLIED.

E. BRIDGING AND/OR DIAGONAL BRACING TO BE COLLINEAR WHERE EXPOSED

TO VIEW. ANY BRIDGING SHOWN ON PLANS IS A MINIMUM REQUIREMENT.

ACTUAL BRIDGING REQUIREMENTS SHALL BE DETERMINED BY THE JOIST

SUPPLIER AS RECOMMENDED BY THE SJI.

F. JOIST SEATS TO BE DESIGNED FOR ROLLOVER FORCE OF 600 LBS.

G. SUBMIT SHOP DRAWINGS INCLUDING SNOW LOAD, WIND UPLIFT, AND

SPECIAL JOIST DESIGN CALCULATIONS. SEE SPECS.

ARCH- ARCHITECT(URAL)

BO- BOTTOM OF...

BRG- BEARING

CJ- CONTROL JOINT

CL- CENTERLINE

CLR- CLEAR

COL- COLUMN

CONC- CONCRETE

CONT- CONTINUOUS

CONST- CONSTRUCTION

DIA- DIAMETER

DIAG- DIAGONAL

EA- EACH

EF- EACH FACE

EL- ELEVATION

EQ- EQUAL

EW- EACH WAY

EXP- EXPANSION

FF- FINISHED FLOOR

FTG- FOOTING

HORIZ- HORIZONTAL

JBE - JOIST BEARING ELEVATION

JT- JOINT

LLB- LONG LEG BACK TO BACK

LLH- LONG LEG HORIZONTAL

LLV- LONG LEG VERTICAL

MAT'L- MATERIAL

MAX- MAXIMUM

MCJ- MASONRY CONTROL JOINT

MECH- MECHANICAL

MFR- MANUFACTURER

MIN- MINIMUM

NTS- NOT TO SCALE

OC- ON CENTER

OPH- OPPOSITE HAND

PL- PLATE

REINF- REINFORCING

REQ'D- REQUIRED

SIM- SIMILAR

STD- STANDARD

THRU- THROUGH

T&B- TOP AND BOTTOM

TO- TOP OF...

TYP- TYPICAL

UNO- UNLESS NOTED OTHERWISE

VERT- VERTICAL

w/- WITH

WP- WORKING POINT

ABBREVIATIONS

M A

R K

D E

S C

R

IP

T

IO

N D

A

2S-201

2S-201

2S-201

2S-201

2S-202

155' - 0"

116' - 5 3/4"

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

15' - 0"

9 3/4"

4' - 4 1/4" 12' - 10"

/4

/2

/2

/2

/4

/4

/2

/2

/2

/2

/2

/2

/2

/2

/2

/4

A

2S-302

B

2S-302

C

2S-302

D

2S-302

1 2 3 4 5 6

A

A

2S-302

A

2S-302

A

2S-302

B

2S-302

B

2S-302

26' - 6" 20' - 0" 26' - 0" 15' - 0" 26' - 0" 23' - 0" 18' - 6"

11' - 4" 3' - 4"

1' - 8"

3' - 4" 12' - 2" 6' - 0" 8' - 0" 9' - 0" 6' - 0" 11' - 0" 4' - 0" 6' - 0" 5' - 0" 9' - 6" 6' - 0" 10' - 6" 7' - 0" 6' - 0" 2' - 0" 8' - 0"

10' - 3 3/4" 6' - 4 1/2" 18' - 1 1/2"

3' - 4 1/2"

19' - 7 1/2"

3' - 4 1/2"

17' - 1 1/2"

3' - 4 1/2"

17' - 1 1/2"

3' - 4 1/2"

21' - 7 1/2"

3' - 4 1/2"

4' - 7 1/2"

3' - 4 1/2"

19' - 9 3/4"

11' - 8" 5' - 0" 9' - 4"

2S-202EL = 94' - 3"

TO SLAB

E

2S-302

N 766,704.31 E 477,580.16

N 766,674.93 E 477,632.47

CONT. FOOTING (TYP)

A

2S-303

6' - 2"

10" 3' - 4" 1' - 10"

FDN DRAIN,

REFER TO

CIVIL

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

G

E

D

C

B

E X

P L

O S

IV

E

O R

D N

A N

C E

D

IS

P O

S A

L

E O

D

T E

C H

N O

L O

G Y

F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

R

M P

O E

2S-110

D D

IC

K

E Y

F O

U N

D A

T

IO

N P

L A

N

P

IC

A T

IN

N

Y A

R S

E N

A L N

J

S

-1

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R

IC

T

F

E D

E R

A L

P L

Z N

E W

Y O

R K

N

Y

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

FOUNDATION PLAN

04'8' 16' 24'8'

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

GENERAL NOTES

1. REFER TO 2S-001 FOR GENERAL NOTES.

M A

R K

D E

S C

R

IP

T

IO

N D

A

2S-201

2S-201

2S-201

2S-202

A

2S-302

B

2S-302

C

2S-302

D

2S-302

1 2 3 4 5 6

A

F

2S-302

5" CONC. SLAB w/

#3@12" OC, EW ON

VAPOR RETARDER

ON 6" CAPILLARY

WATER BARRIER

FF EL 100'-0" =

SITE EL = 849.0'

A

2S-302

A

2S-302

A

2S-302

B

2S-302

B

2S-302

C J

C J

C J

C O

N S

T J

T

C J

C J

C J

C J

C J

CJ

CJCJCJCJ

CJ

CJ

26' - 6" 20' - 0" 26' - 0" 15' - 0" 26' - 0" 23' - 0" 18' - 6"

/4

/2

/2

/2

/4

11' - 4" 3' - 4"

1' - 8"

3' - 4" 12' - 2" 6' - 0" 8' - 0" 9' - 0" 6' - 0" 11' - 0" 4' - 0" 6' - 0" 5' - 0" 9' - 6" 6' - 0" 10' - 6" 7' - 0" 6' - 0"

2' - 0"

8' - 0"

116' - 5 3/4" 3' - 4 1/2"

2' - 1 3/4"

15' - 0" 18' - 0"

/4

/2

/2

/2

/2

/2

/2

/2

/2

/2

/4

"9

" 1

10' - 3 3/4" 6' - 4 1/2" 18' - 1 1/2"

3' - 4 1/2"

19' - 7 1/2"

3' - 4 1/2"

17' - 1 1/2"

3' - 4 1/2"

17' - 1 1/2"

3' - 4 1/2"

21' - 7 1/2"

3' - 4 1/2"

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

19' - 9 3/4"

11' - 2" 5' - 0" 8' - 8"

3' - 8" 3

CJ

CJ

CJ

2S-202

C J

E

2S-302

5' - 11 1/2"

/2

TRENCH CL

1 TYP

N 766,704.31 E 477,580.16

N 766,674.93 E 477,632.47

A

2S-303

CJ

10" 3' - 4" 1' - 10"

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

G

E

D

C

B

E X

P L

O S

IV

E

O R

D N

A N

C E

D

IS

P O

S A

L

E O

D

T E

C H

N O

L O

G Y

F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

R

M P

O E

2S-111

D D

IC

K

E Y

F L O

O R

S L A

B P

L A

N

P

IC

A T

IN

N

Y A

R S

E N

A L N

J

S

-1

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R

IC

T

F

E D

E R

A L

P L

Z N

E W

Y O

R K

N

Y

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

FLOOR SLAB PLAN

04'8' 16' 24'8'

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

GENERAL NOTES

1. REFER TO 2S-001 FOR GENERAL NOTES.

SHEET NOTES

1. FLOOR DRAIN; SEE DETAIL ON SHEET

2S-301 AND PLUMBING DRAWINGS FOR

SIZE AND LOCATION

2. TRENCH DRAIN; REFER TO PLUMBING

DRAWINGS FOR PREFABRICATED

TRENCH DETAILS.

X

2S-201

2S-201

2S-201

2S-202

1 2 3 4 5 6

A

A

2S-351

26' - 6" 20' - 0" 26' - 0" 15' - 0" 26' - 0" 23' - 0" 18' - 6"

19' - 0"

C

2S-351

8" CONC. SLAB

w/ #4@12" OC, EW T&B

TOP OF SLAB

EL = 110'-0"

2S-202

110' - 0" (TYP)

TO WALL EL =

E

2S-351

E

2S-351

2S-351

D

2S-351

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

G

E

D

C

B

E X

P L

O S

IV

E

O R

D N

A N

C E

D

IS

P O

S A

L

E O

D

T E

C H

N O

L O

G Y

F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

R

M P

O E

2S-120

D D

IC

K

E Y

E L E

V A

T E

D S

L A

B P

L A

N

P

IC

A T

IN

N

Y A

R S

E N

A L N

J

S

-1

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R

IC

T

F

E D

E R

A L

P L

Z N

E W

Y O

R K

N

Y

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

ELEVATED SLAB PLAN

04'8' 16' 24'8'

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

GENERAL NOTES

1. REFER TO 2S-001 FOR GENERAL NOTES.

M A

R K

D E

S C

R

IP

T

IO

N D

A

2S-201

2S-201

2S-201

1 2 3 4 5 6

A

A

2S-361

26' - 6" 20' - 0" 26' - 0" 15' - 0" 26' - 0" 23' - 0" 18' - 6"

" 22K6

22K6

1' - 2" (6) EQ SPA = 25' - 4" (4) EQ SPA = 20' - 0" (6) EQ SPA = 26' - 0" (3) EQ SPA = 15' - 0" (6) EQ SPA = 26' - 0" (5) EQ SPA = 23' - 0" (4) EQ SPA = 17' - 4" 1' - 2"

+ 24' - 9 1/8"

W18X40

+ 24' - 9 1/8"

W18X40

+ 24' - 9 1/8"

W18X40

+ 24' - 9 1/8"

W18X40

+ 24' - 9 1/8"

W18X40

+ 24' - 9 1/8"

W18X40

+ 24' - 9 1/8"

W18X40

B

2S-361

C

2S-361

C

2S-361

A

2S-361

D

2S-361

E

2S-361

W X

S L O

P E

D

22K6

F

2S-361

A

2S-362

A

2S-362

INDICATES SPAN DIRECTION OF 1 1/2"

METAL ROOF DECK

LEGEND

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

G

E

D

C

B

E X

P L

O S

IV

E

O R

D N

A N

C E

D

IS

P O

S A

L

E O

D

T E

C H

N O

L O

G Y

F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

R

M P

O E

2S-130

D D

IC

K

E Y

R O

O F

F R

A M

IN

G

P L A

N

P

IC

A T

IN

N

Y A

R S

E N

A L N

J

S

-1

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R

IC

T

F

E D

E R

A L

P L

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E W

Y O

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N

Y

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

ROOF FRAMING PLAN

04'8' 16' 24'8'

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

GENERAL NOTES

1. REFER TO 2S-001 AND 2S-002 FOR GENERAL

NOTES.

2. TOP OF STEEL ELEVATIONS ARE REFERENCED

FROM FINISHED FLOOR ELEVATION 100'-0".

3. W18X40 BEAM CONNECTIONS SHALL BE

DESIGNED FOR SERVICE LOADS AS FOLLOWS:

DL 8.64 kips LL 8.22 kips SNOW 13.00 kips WIND 10.53 kips

M A

R K

D E

S C

R

IP

T

IO

N D

A

TO SLAB

100' - 0"

JOIST BEARING

115' - 0"

A 30' - 0" 30' - 0"

(1) #6 ON

SLOPE (TYP)

(1) #6 BENT

(3) #6 @ 6" OC

(1) #6 EA SIDE

OF OPENING, TYP

(1) #4x4'-0" LONG

DIAG BAR EACH

CORNER OF

OPENING, TYP

TO SLAB

100' - 0"

JOIST BEARING

115' - 0"

123456 18' - 6" 23' - 0" 26' - 0" 15' - 0" 26' - 0" 20' - 0" 26' - 6"

(1) #4x4'-0" LONG

DIAG BAR EACH

CORNER OF

OPENING, TYP

TO SLAB = 94' - 3"

TO SLAB

100' - 0"

JOIST BEARING

115' - 0"

1 2 3 4 5 6 26' - 6" 20' - 0" 26' - 0" 15' - 0" 26' - 0" 23' - 0" 18' - 6"

(1) #4x4'-0" LONG

DIAG BAR EACH

CORNER OF

OPENING, TYP

TO SLAB

100' - 0"

JOIST BEARING

115' - 0"

A 30' - 0" 30' - 0"

12(1) #6 ON

SLOPE (TYP)

(1) #6 BENT

(3) #6 @ 6" OC

(1) #6 EA SIDE

OF OPENING, TYP

(1) #4x4'-0" LONG

DIAG BAR EACH

CORNER OF

OPENING, TYP

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

G

E

D

C

B

E X

P L

O S

IV

E

O R

D N

A N

C E

D

IS

P O

S A

L

E O

D

T E

C H

N O

L O

G Y

F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

R

M P

O E

2S-201

D D

IC

K

E Y

W A

L L E

L E

V A

T I O

N S

P

IC

A T

IN

N

Y A

R S

E N

A L N

J

S

-2

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R

IC

T

F

E D

E R

A L

P L

Z N

E W

Y O

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N

Y

M A

R K

D E

S C

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IP

T

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N D

A T

E

SCALE: 1/8" = 1'-0"2S-110

WALL ELEVATION1

SCALE: 1/8" = 1'-0"2S-110

WALL ELEVATION3

SCALE: 1/8" = 1'-0"2S-201

WALL ELEVATION4

SCALE: 1/8" = 1'-0"2S-110

WALL ELEVATION2

04'8' 16' 24'8'

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

1. ELEVATIONS SHOWN DEPICT THE 7" STRUCTURAL

(INTERIOR) WYTHE WITH THE EXTERIOR WYTHE

AND INSULATION NOT SHOWN FOR CLARITY.

SHEET NOTES

TO WALL

110' - 0"

123456 18' - 6" 23' - 0" 26' - 0" 15' - 0" 26' - 0" 20' - 0" 26' - 6"

7' - 6" 2' - 0" 6' - 0" 7' - 6" 10' - 0" 6' - 0" 10' - 0" 4' - 6" 6' - 0" 4' - 6" 10' - 6" 6' - 0" 9' - 6" 7' - 6" 6' - 0" 6' - 6"

(1) #6 EA SIDE

OF OPENING, TYP

(1) #4x4'-0" LONG

DIAG BAR EACH

CORNER OF

OPENING, TYP

TO SLAB

100' - 0"

TO WALL

110' - 0"

A

SLAB

TO SLAB = 94' - 3"

(1) #6 EA SIDE

OF OPENING, TYP

(1) #4x4'-0" LONG

DIAG BAR EACH

CORNER OF

OPENING, TYP

MINIMUM

2'-0" 3" TY

P.

M

IN

IM

U

M

#4x4'-0" LONG, EA CORNER

(1) #5 HORIZ TOP

AND BOTTOM

(1) #6 VERT

EA SIDE

NOTES:

1. CONTRACTOR SHALL COORDINATE OPENING

LOCATIONS AND DIMENSIONS WITH ARCHITECTURAL,

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

2. OMIT ADDED REINFORCING AT OPENINGS OF 12" OR

LESS AND RE-ROUT SLAB AND WALL REINFORCING

ACCORDINGLY.

3. OPENINGS SHALL BE SHOWN ON SHOP DRAWINGS AND

REINFORCED ACCORDINGLY.

4. HOOK ALL INTERRUPTED BARS AT OPENING.

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

G

E

D

C

B

E X

P L

O S

IV

E

O R

D N

A N

C E

D

IS

P O

S A

L

E O

D

T E

C H

N O

L O

G Y

F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

R

M P

O E

2S-202

D D

IC

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SCALE: 1/8" = 1'-0"2S-110

WALL ELEVATION1

04'8' 16' 24'8'

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

SCALE: 1/8" = 1'-0"2S-110

WALL ELEVATION2

1. ELEVATIONS SHOWN DEPICT THE 7" STRUCTURAL

(INTERIOR) WYTHE WITH THE EXTERIOR WYTHE

AND INSULATION NOT SHOWN FOR CLARITY.

SHEET NOTES

NOT TO SCALE

TYPICAL OPENINGS FOR CONCRETE WALLS

1/4" WIDE SAWCUT,

FILL w/ SEALER

CONC SLAB,

SEE PLAN

FF EL

SEE PLAN

SLAB CONTROL JOINT (CJ) SLAB CONSTRUCTION

JOINT (CONST JT)

VAPOR BARRIER

CAPILLARY

WATER BARRIER

CUT EVERY OTHER BAR

(KEEP BAR 2" CLR OF JOINT)

C J

CJ

C J

SLAB ON GRADE JOINTS

DISCONTINUOUS AT

INTERSECTION WITH

PERPENDICULAR JOINT

(2) #4 x 4'-0" AT

SLAB MID-DEPTH

EDGE OF SLAB

(2) #4 x 4'-0" ADDITIONAL

AT ALL RE-ENTRANT

CORNERS NOT ALIGNED

WITH CONTROL JOINT

RE-ENTRANT

CORNER

JOINT INTERSECTION DETAIL

D

/4

D /3

D S

E E

P L

A N

2"2"

KEY

CONC SLAB,

SEE PLAN

FF EL

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

D /3

D S

E E

P L

A N

FLOOR SLAB RE-ENTRANT CORNER

CONC SLAB,

SEE PLAN

WWR 6x6-W2.9xW2.9

ROUGHEN SLAB

BEFORE PLACEMENT

OF EQUIPMENT PAD

NOTE:

COORDINATE EQUIPMENT

PAD SIZE AND LOCATION

w/ MECHANICAL

FF EL

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

FF EL

SEE PLAN

FLOOR

DRAIN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

CONC SLAB,

SEE PLAN

NOTES:

1. SET UP DRAIN AS REQUIRED TO RECEIVE

FLOOR FINISH. SEE ARCH DRAWINGS.

2. SEE ARCH AND PLMB DRAWINGS FOR

SIZE AND LOCATION OF FLOOR DRAINS.

/2

FLOOR DRAIN

2' - 0" RADIUS

UNO

CL

SLOPESLOPE

(6) 3/4" DIA x6" STUDS

EQUALLY SPACED IN

RADIAL PATTERN

PIPE, REFER TO

MECHANICAL AND

ELECTRICAL FOR

PENETRATION

LOCATIONS

3/8" GALVANIZED PIPE

SLEEVE, COORDINATE

SIZE AND LOCATION

WITH MECHANICAL

CONTINUOUS WALL

REINFORCEMENT

NOT SHOWN FOR

CLARITY

INSIDE DIA. OF PIPE

SLEEVE TO BE 1/2"

LARGER THEN

OUTSIDE DIA OF PIPE

PLAN AT CORNER PLAN AT INTERSECTION

ADD CORNER BAR

TO MATCH FTG/WALL REINF

ADD CORNER BAR

TO MATCH FTG/WALL REINF

REINFORCING CONTINUOUS

THROUGH INTERSECTION

SEE SCHEDULE

LAP SPLICE

S E

E S

C H

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U L E

L A

P S

P L

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SEE SCHEDULE

LAP SPLICE

SEE SCHEDULE

LAP SPLICE

PLAN AT THERMOMASS

WALL CORNER

ADD CORNER BAR

TO MATCH FTG/WALL REINF

SEE SCHEDULE

LAP SPLICE

S E

E S

C H

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U L E

L A

P S

P L

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(1) #4 ACROSS

DOOR OPENING

FOUNDATION

WALL, SEE PLAN

1/2" EXP.

JT. MAT'L

#4 x4'-0" LONG @ 12" OC w/ 5" HOOK 1" CLEAR

1" C

LR1

SHEET ID

1 2 6 7

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NOT TO SCALE

SLAB JOINTS

NOT TO SCALE

EQUIPMENT PAD

NOT TO SCALE

FLOOR DRAIN

NOT TO SCALE

PIPE PENETRATION

NOT TO SCALE

TYPICAL FOUNDATION AND WALL DETAILS

NOT TO SCALE

ADDITIONAL SLAB REINFORCING AT DOORWAY

M A

R K

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IP

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A

CONC SLAB,

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

ROUGHENED

CONST. JT.

#5@12" OC

(4) #4, CONT

#4@12" EW

1/2" EXP. JT. MAT'LFINISHED GRADE,

REFER TO CIVIL

3' - 0"

11" 1' - 2" 11"

4" 3" 7"

#3@16" EW

#4@12"

TO SLAB

100' - 0"

CONC SLAB,

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

ROUGHENED

CONST. JT.

#5@12" OC

(4) #4, CONT

#4@12"

1/2" EXP. JT. MAT'L

3' - 0"

11" 1' - 2" 11"

CONC WALL,

BEYOND

6"

/2

/2

CONC STOOP,

REFER TO CIVIL

ADDITIONAL REINF

@ DOORWAY, SEE

TYP DETAIL 2S-301

1" EXP JT MAT'L

(1) #4, ACROSS

DOORWAY

(3) #3

(3) #4

TO SLAB

100' - 0"

CONC SLAB,

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

ROUGHENED

CONST. JT.

#5@12" OC(4) #4, CONT

#4@12" EF

1/2" EXP. JT. MAT'L

3' - 0"

1' - 0" 1' - 0" 1' - 0"

#4@12" EW, EF

TO SLAB

100' - 0"

CONC SLAB,

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

#5@12" OC

(4) #4, CONT

1/2" EXP. JT. MAT'L

3' - 0"

CONC WALL,

BEYOND

TO SLAB

100' - 0"

11" 1' - 2" 12' - 0" 8" 3"

ROUGHENED

CONST. JT.

#4@12" OC,

EW, T&B

#4@12" EWFINISHED GRADE,

REFER TO CIVIL

#3@16" EW

CONC SLAB,

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

ROUGHENED

CONST. JT.

#4@12" EW

WATER STOP

WATER STOP

ELASTOMERIC

WATER PROOFING

MEMBRANE

ELASTOMERIC

WATERPROOFING

MEMBRANE

#4@12"

2x4 KEY

NOTE 1

FILTER

FABRIC

#4@12" EW, EF

CANT

FDN DRAIN,

REFER TO

CIVIL

FILTER FABRIC

1'-0" CRUSHED

STONE

CANT

NOTE 2

FILTER FABRIC6" CRUSHED

STONE

NOTES:

1. EXTEND WATERPROOFING MEMBRANE TO 2'-0" BEYOND PIT WALL.

TOP OF MEMBRANE SHALL TERMINATE 1'-0" BELOW FINISHED FLOOR.

2. TURN MEMBRANE AT INTERSECTING WALL AND EXTEND 2'-0".

PROVIDE CANT AT CORNER.

TO SLAB = 94' - 3"

TO SLAB

100' - 0"

CONC SLAB,

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

CONC SLAB,

SEE PLAN

PREFABRICATED

TRENCH DRAIN,

REFER TO PLUMBING

COORD w/

TRENCH MFR

1' - 6"

SHEET ID

1 2 6 7

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SCALE: 3/4" = 1'-0"2S-110

SECTIONA

SCALE: 3/4" = 1'-0"2S-110

SECTIONB

GRAPHIC SCALE: = 1'-0"

1' 0 2' 3'1' 4'6"

3/4"

SCALE: 3/4" = 1'-0"2S-110

SECTIONC

SCALE: 3/4" = 1'-0"2S-110

SECTIOND

M A

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2S-111 2S-111 2S-111 2S-111

SCALE: 3/4" = 1'-0"2S-110

SECTIONE

2S-111

SCALE: 3/4" = 1'-0"2S-111

SECTIONF

ROUGHENED

CONST. JT.

#4@12" OC,

EW, T&B

#4@12" EW, EF

CONC SLAB,

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

ROUGHENED

CONST. JT.

#4@12" EW

WATER STOPWATER STOP

ELASTOMERIC

WATER PROOFING

MEMBRANE

ELASTOMERIC

WATERPROOFING

MEMBRANE

3" 8" 14' - 0" 1' - 0" 1' - 0"

#4@12"

2x4 KEY

NOTE 1

CANT

FDN DRAIN,

REFER TO

CIVIL

NOTE 1

FILTER

FABRIC

FILTER FABRIC

CANT

1'-0" CRUSHED

STONE

FILTER FABRIC 6" CRUSHED

STONE

NOTE:

1. TURN MEMBRANE AT INTERSECTING WALL AND EXTEND 2'-0".

PROVIDE CANT AT CORNER.

TO SLAB = 94' - 3"

SHEET ID

1 2 6 7

D R

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SCALE: 3/4" = 1'-0"2S-110

SECTIONA

2S-111

GRAPHIC SCALE: = 1'-0"

1' 0 2' 3'1' 4'6"

3/4"

TO WALL

110' - 0"

A

6" 6"

STEEL COLUMN,

SEE SCHEDULE

/2

/2

#3 CLOSED

TIES

#3 CLOSED

TIES @ 12" OC

CONTINUOUS WALL

REINFORCEMENT

NOT SHOWN FOR

CLARITY

B

2S-351

TO SLAB

SEE PLAN

CONC SLAB,

SEE PLAN

#4@12" EW, EF

ROUGHENED

CONST JT

1' - 0"

A

COL

LINE

#3 CLOSED

TIES

ANCHOR RODS,

REFER TO COLUMN

SCHEDULE (4) #6 BARS

VERTICAL

1' - 0"

CONTINUOUS WALL

REINFORCEMENT

NOT SHOWN FOR

CLARITY

TO WALL

110' - 0"

COL

LINE

#4@12" EW, EF

8" CMU w/ #4

VERT @ 48" OC

DOWEL SIZE AND

SPACING TO MATCH

CMU WALL REINF

6"

A

6"

TRIANGULAR WIRE TIES 1/4" DIA

@16" OC AND CORRESPONDING

TO THE SAME LOCATION AS HORIZ

JOINT REINFORCEMENT

(1) #4 BAR AT

GROUTED CELL

STEEL COLUMN,

SEE SCHEDULE

TYP

2" CMU FACE

SHELL

CONC WALL

BELOW, TYP

TO SLAB

SEE PLAN

CONC SLAB,

SEE PLAN

#4@12" EW, EF

ROUGHENED

CONST JT

1' - 0"

SHEET ID

1 2 6 7

D R

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SCALE: 1 1/2" = 1'-0"2S-120

SECTIONA

SCALE: 1 1/2" = 1'-0"2S-120

SECTIONC

GRAPHIC SCALE: = 1'-0"

1' 0 2'

1 1/2"

6" 1'

M A

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SCALE: 1 1/2" = 1'-0"2S-351

SECTIONB

SCALE: 1 1/2" = 1'-0"2S-120

SECTIONE

SCALE: 1 1/2" = 1'-0"2S-120

DETAIL1

SCALE: 1 1/2" = 1'-0"2S-120

SECTIOND

JOIST BEARING

115' - 0"

5 1/2"

4" 3" 7"

6"

METAL ROOF

DECK, SEE PLAN

WP

STEEL JOIST,

SEE PLAN

1/2"x5"x8" PL, w/

(2) 1/2" DIA WELDED

STUDS, MIN 5" EMBED

#4@12" EW#3@16" EW

HEIGHT OF EXTERIOR

FACE OF CONCRETE

SHALL BE COORD WITH

ROOF INSULATION

THICKNESS

A

STEEL COLUMN,

SEE SCHEDULE

STEEL JOIST,

SEE PLAN

STEEL JOIST,

SEE PLAN

STEEL BEAM,

SEE PLAN

METAL ROOF

DECK, SEE PLAN

WP

COLUMN

CAP PLATE

1/4" RIDGE

PL, CONT

METAL ROOF

DECK, SEE PLAN

STEEL JOIST,

SEE PLAN

1/2"x6"x10" PL, w/

(6) 1/2" DIA WELDED

STUDS, MIN 5" EMBED

(3) #6 @ 6" OC

#3@16" EW

STEEL BEAM,

SEE PLAN

1/4"

1/4"

3/8"x7" x6" LONG PL @ 2'-0" OC, w/ (2) 1/2" DIA

WELDED STUDS, MIN

5" EMBED

HEIGHT OF EXTERIOR

FACE OF CONCRETE

SHALL BE COORD WITH

ROOF INSULATION

THICKNESS

A

STEEL JOIST,

SEE PLAN

STEEL JOIST,

SEE PLAN

STEEL BEAM,

SEE PLAN

METAL ROOF

DECK, SEE PLAN

WP

1/4" RIDGE

PL, CONT

8" CMU w/ (1) #4

VERT @ 48" OC

SEE TYP ATTACHMENT

OF CMU TO STRUCTURE

DETAIL 2S-500

8" SLOPED

CMU BOND

BEAM

METAL ROOF

DECK, SEE PLAN

STEEL BEAM,

SEE PLAN

SEE TYP ATTACHMENT

OF CMU TO STRUCTURE

DETAIL 2S-500

8" SLOPED CMU BOND

BEAM

8" CMU w/ (1) #4

VERT @ 48" OC

6"

JOIST BEARING

115' - 0"

4" 3" 7"

6"

METAL ROOF

DECK, SEE PLAN

WP

STEEL BEAM,

SEE PLAN

1/2"x5"x8" PL, w/

(2) 1/2" DIA WELDED

STUDS, MIN 5" EMBED

#4@12" EW#3@16" EW

HEIGHT OF EXTERIOR

FACE OF CONCRETE

SHALL BE COORD WITH

ROOF INSULATION

THICKNESS

SHEET ID

1 2 6 7

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E D

E R

A L

P L

Z N

E W

Y O

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N

Y

SCALE: 1 1/2" = 1'-0"2S-130

SECTIONA

SCALE: 1 1/2" = 1'-0"2S-130

SECTIONB

GRAPHIC SCALE: = 1'-0"

1' 0 2'

1 1/2"

6" 1'

M A

R K

D E

S C

R

IP

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SCALE: 1 1/2" = 1'-0"2S-130

SECTIONC

SCALE: 1 1/2" = 1'-0"2S-130

SECTIOND

SCALE: 1 1/2" = 1'-0"2S-130

SECTIONE

SCALE: 1 1/2" = 1'-0"2S-130

SECTIONF

METAL ROOF

DECK, SEE PLAN

#3@16" EW

3/8"x7" x6" LONG PL @ 2'-0" OC, w/ (2) 1/2" DIA

WELDED STUDS, MIN

5" EMBED

STEEL JOIST,

SEE PLAN

#4@12" EW

1' - 2" SEE PLAN

HEIGHT OF EXTERIOR

FACE OF CONCRETE

SHALL BE COORD WITH

ROOF INSULATION

THICKNESS

SHEET ID

1 2 6 7

D R

A W

N B

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D E

S

IG

N B

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S U

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E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

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C T

N O

S O

L

IC

IT

A

T

IO

N N

O

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A R

M Y

C O

R P

S O

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N G

IN

E

E R

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C H

E C

K E

D B

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US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

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C O

D E

3 4 5 8 9 10

G

E

D

C

B

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IV

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IS

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L

E O

D

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F A

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IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

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M P

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2S-362

D D

IC

K

E Y

F R

A M

IN

G

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C T

IO

N

S

P

IC

A T

IN

N

Y A

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E N

A L N

J

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-3

RTA SUBMITTAL

N E

W Y

O R

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IS

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SCALE: 1 1/2" = 1'-0"2S-130

SECTIONA

GRAPHIC SCALE: = 1'-0"

1' 0 2'

1 1/2"

6" 1'

GROUT FILL CELLS AT VERT

REINF, MORTAR CROSS WEBS

ADJACENT TO FILLED CELLS.

LOW LIFT GROUTING SHALL

BE USED.

WHERE REINF TERMINATES AT

HIGHEST BOND BEAM, PROVIDE

STD 90° HOOK. REINF SIZE

SHALL MATCH FDN DOWELS

AND RUN CONT THROUGH

INTERMEDIATE BOND BEAM

LEVELS. PROVIDE VERT REINF

POSITIONER HARDWARE.

SPECIFIED WALL

WIDTH, SEE PLAN

FIRST COURSE

SHALL BE SET IN

FULL MORTAR BED

CONCRETE FDTN

SEE PLAN

VERT REINF SPACING,

SEE ELEVATIONS/SCHEDULE

CMU BOND BEAM @

4’ - 0” MAX, REINFORCING

CONT. ACROSS VERTICAL

CONTROL JOINTS

VERTICAL CONTROL

JOINT

WIRE LATHE OVER

NON GROUTED CELLS,

SHEET METAL OR FELT

ARE NOT PERMITTED

LAP SPLICE, SEE

SCHEDULE ON 2S-601

HORIZ. JOINT REINFORCING

"LADDER TYPE" PROVIDE

PREFABRICATED L'S AND T'S

AT WALL INTERSECTIONS.

SEE SPECS

CONCRETE

STEM WALL

8" LINTEL

UNIT w/ (2) #5

STEEL BEAM

BOTTOM FLANGE

8" BOND BEAM

CUT BLOCK

AS REQ'D

VERTICAL REINF

SEE ELEVATIONS

L6x6x1/2"x4" LONG

(LLV) @ 4'-0" OC MAX

1/4"

L6x4x1/2"x4" LONG

(LLV) @ 4'-0" OC MAX

1/4"

NOTE:

FIELD POSITION ANGLES SNUGLY

AGAINST THE WALL AND WELD IN

PLACE.

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

A N

S I D

F

A

C A

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G O

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3 4 5 8 9 10

G

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IS

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A

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F A

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IT

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J U

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-1 -D

-0

W F

O Y

B R

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N E

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2S-500

D D

IC

K

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T Y

P

IC

A L M

A S

O N

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D E

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S

P

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RTA SUBMITTAL

N E

W Y

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NOT TO SCALE

TYPICAL MASONRY CONSTRUCTION

NOT TO SCALE

TYPICAL CMU LINTEL

M A

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TYPICAL ATTACHMENT OF CMU WALL TO STRUCTURE

DEVELOPMENT / LAP SPLICE LENGTH IN 8" MASONRY

# OF BARS

BAR SIZE

DEVELOPMENT LENGTH, in.

LAP SPLICE LENGTH, in.

DEVELOPMENT / LAP SPLICE LENGTH IN CONCRETE

BAR SIZE

DEVELOPMENT LENGTH, in.

LAP SPLICE LENGTH, in.

11 64 82

NOTE: FOR HORIZONTAL REINFORCEMENT SO PLACED THAT

MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER

BELOW THE REINFORCEMENT, MULTIPLY THE VALUES BY 1.3.

T H

R E

A D

" ASTM F1554, GR. 36

ANCHOR RODS

TYPE: 3/4" DIA.

1/4"

G R

O U

T

S E

E S

C H

E D

COL

LINE

COLUMN BEARING

ELEVATION SEE

COLUMN SCHEDULE

1/4"

2 1/2"

/2

C

C/2 C/2

B

B /2

B /2

C COLUMNL

TO SLAB TO SLAB

100' - 0" 100' - 0"

TO WALL TO WALL

110' - 0" 110' - 0"

Column Locations A-1, A-2, A-3, A-4, A-5, A-6

124' - 9 1/8"

110' - 1 3/4"

W X

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

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C O

D E

3 4 5 8 9 10

G

E

D

C

B

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IV

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C E

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IS

P O

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D

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C H

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L O

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F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

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M P

O E

2S-601

D D

IC

K

E Y

S C

H E

D U

L E

S

P

IC

A T

IN

N

Y A

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E N

A L N

J

S

-6

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R

IC

T

F

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M A

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COLUMN LOCATIONS

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

TYPICAL ANCHOR ROD DETAIL

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

TYPICAL BASE PL DETAIL

GRAPHIC SCALE: = 1'-0"

1' 0 2' 3'1' 4'6"

3/4"

BASE PL DIMENSIONS

ANCHOR ROD NO.

3/4"x12"x12"

(4)

COLUMN

BEARING EL

= 100'-0"

NOTES: 1. COLUMN TOP OF STEEL ELEVATIONS ARE TO WORKING

POINT AT COLUMN CENTER LINE. IN CASES WHERE

COLUMN CAP PLATES ARE REQUIRED, TOP OF COLUMN

ELEVATION IS TO THE TOP OF CAP PLATE AT COLUMN

CENTER LINE.

2. ALL CAP PLATES ARE 1/2"

COLUMN SCHEDULE

6' - 0" 6' - 0"

-30.6

NET WIND UPLIFT PRESSURES

ZONE

ROOF FASTENER DESIGN

WIND UPLIFT PRESSURE (PSF)

-53.32

-78.73

JOIST DESIGN NET

WIND UPLIFT PRESSURE (PSF)

ZONE

-27.7

-39.1

-61.8

W

S

9 PSF

P

S F

P

S F

9' - 0"

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

A N

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F

A

C A

T E

G O

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C O

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3 4 5 8 9 10

G

E

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C

B

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IV

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IS

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L

E O

D

T E

C H

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L O

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F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

R

M P

O E

2S-602

D D

IC

K

E Y

W

IN

D U

P L

IF

T D

IA

G

R A

M A

N D

U N

B A

L A

N C

E D

S N

O W

L O

A D

D

IA

G R

A M

P

IC

A T

IN

N

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E N

A L N

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-6

RTA SUBMITTAL

N E

W Y

O R

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IS

T

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F

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NOT TO SCALE

WIND UPLIFT DIAGRAM

GENERAL NOTES

1. REFER TO 2S-001 FOR GENERAL NOTES.

UNBALANCED SNOW LOAD DIAGRAM

2A-201

2A-201

2A-200

2A-200

2A-300

2A-300

2A-300

2A-300

DETORQUING

FINAL EXPLOSIVE

CLEAN REMOVAL

WATER JET

MACHINING

BAND SAW

10' - 4" 6' - 4" 18' - 2" 3' - 4" 19' - 8" 3' - 4" 17' - 2" 3' - 4" 17' - 2" 3' - 4" 21' - 8" 3' - 4" 4' - 8" 3' - 4" 19' - 10"

11' - 6" 3' - 0"

2' - 0"

3' - 0" 12' - 4" 6' - 0" 17' - 0" 6' - 0" 15' - 0" 6' - 0" 14' - 6" 6' - 0" 17' - 6" 6' - 0" 2' - 0"

1' - 2" 10' - 6" 14' - 4" 20' - 0" 26' - 0" 15' - 0" 26' - 0" 15' - 0" 8' - 0" 17' - 10" 1' - 2"

INERT ITEMS

STORAGE

MECHANICAL &

ELECTRICAL

X-RAY

DISASSEMBLY

TOILET

TELECOM

JAN.

STEAM OUT

STORAGE VAULT

MRFDK

155' - 0"

C O

R R

ID

O

R

2A-310

2A-310

SECURE

STORAGE

116' - 6" 3' - 4" 35' - 2"

2A-400

6' - 0"

6' - 0"

2A-300

2A-300

EQUIPMENT

ROOM

14' - 0"

BUILDING GROSS SQUARE FOOTAGE = 9,384

DOCK CANOPY (1/2) = 65

GROSS SQUARE FOOTAGE = 9,449

AUTHORIZED GROSS SQUARE FOOTAGE = 10,234

1. REFER TO STRUCTURAL DRAWINGS FOR FINISH

ELEVATIONS.

2. TYPICAL DOORS SHALL BE LOCATED 4" FROM NEAREST

WALL UNLESS OTHERWISE INDICATED.

3. SLOPE FLOORS TO DRAIN WHERE SPECIFICALLY

NOTED. REFER TO STRUCTURAL AND MECHANICAL.

SHEET ID

1 2 6 7

D R

A W

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F

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E C

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US Army Corps of Engineers ®

A N

S I D

F

A

C A

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G O

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3 4 5 8 9 10

G

E

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C

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P

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F A

C

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IT

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IO

N

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IS

A

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E M

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F A

C

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IT

Y

F Y

P

N

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D S

-1 -D

-0

B D

U R

H A

M

M S

IE

V

E R

M P

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2A-110

N E

W Y

O R

K D

IS

T

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F

E D

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A L

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K B

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N F

O R

D

D

IM

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N P

L A

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P

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IN

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A

A -1

RTA SUBMITTAL

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

DIMENSION PLAN

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

BUILDING SQUARE FOOTAGE

M A

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GENERAL NOTES

INDICATES DOOR NUMBER. REFER TO DOOR SCHEDULE

2A-600.

INDICATES WINDOW TYPES. REFER TO SHEET 2A-520.

INDICATES LOUVER TYPE. REFER TO SHEET 2A-530.

INDICATES WALL TYPE CONSTRUCTION. REFER TO

SHEET 2A-540 FOR WALL TYPES.

INDICATES WALLS THAT MUST BE CONTINUOUS FROM

CONCRETE FLOOR SLAB EXTENDED TO UNDERSIDE OF

DECK ABOVE AND BE SEALED.

A

B

LV

2A-201

2A-201

2A-200

2A-200

2A-300

2A-300

2A-300

2A-300

DETORQUING

FINAL EXPLOSIVE

CLEAN REMOVAL

WATER JET

MACHINING

BAND SAW

A

A

A

A

B

A

A

A

A

A

STORAGE VAULT

INERT ITEMS

STORAGE

MRFDK

DISASSEMBLY

X-RAY

MECHANICAL &

ELECTRICAL

STEAM OUT

A

A

A

A

A

B

A

B

B

C

TELECOM

JAN.

TOILET

2 2

2 2 2 2

C O

R R

ID

O

R

2A-310

2A-310

A

SECURE

STORAGE

2A-400

3 *

A

2A-300

2A-300

EQUIPMENT

ROOM

A

B

A

A 15

5 5 5

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

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B Y

S

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E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

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A

T

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M Y

C O

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IN

E

E R

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E C

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D B

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US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

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C O

D E

3 4 5 8 9 10

G

E

D

C

B

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P L O

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IV

E O

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N A

N C

E D

IS

P

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A L

E O

D

T E

C H

N O

L O

G Y

F A

C

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IT

Y

M U

N

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IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

B D

U R

H A

M

M S

IE

V

E R

M P

O E

2A-111

N E

W Y

O R

K D

IS

T

R

IC

T

F

E D

E R

A L

P L

Z N

E W

Y O

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N

Y

K B

L A

N F

O R

D

N O

T E

P L A

N

P

IC

A T

IN

N

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A L N

J

A

A -1

RTA SUBMITTAL

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

LEGEND

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

NOTE PLAN

FLOOR PLAN TAG NOTES

1 PRE-FINISHED METAL DOWNSPOUT, REFER TO

ELEVATIONS.

2 CAST IRON BOOT. REFER TO CIVIL.

3 6" DIAMETER 4'-0" TALL CONCRETE FILLED PIPE

BOLLARD.

4 OVERHEAD COILING DOOR: 10'-0" W X 12'-0" H.

5 SURFACE MOUNTED FIRE EXTINGUISHER BRACKET.

MOUNT AT 42" A.F.F.

6 KNOX BOX TO BE PROVIDED AND INSTALLED BY THE

CONTRACTOR. CONTRACTOR TO COORDINATE

REQUIREMENTS WITH THE FIRE DEPARTMENT.

7 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS.

8 ABA COMPLIANT HI-LOW ELECTRIC WATER COOLER,

REFER TO DETAIL 1/2A-580 AND PLUMBING DRAWINGS.

9 METAL LADDER. REFER TO DETAILS 1/2A-581 AND

2/2A-581.

10 TRENCH. REFER TO STRUCTURAL DRAWINGS.

11 CANOPY ABOVE. REFER TO SHEET 2A-580.

12 PINK WATER TANK AND PIT. REFER TO MECHANICAL

AND STRUCTURAL.

13 METAL RAILING. REFER TO DETAILS 3/2A-581 AND

4/2A-581.

14 EYEWASH. REFER TO PLUMBING.

15 TWO HOLES AT CONCRETE WALL SHALL BE PROVIDED

FOR INSTRUMENT MANIPULATION DEVICES. 1 1/2"

DIAMETER HOLES SHALL BE 3'-0" A.F.F. AND 2'-0"APART

(CENTERED ON WINDOW).

M A

R K

D E

S C

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IP

T

IO

N D

A

X-RAY

WATER JET

MACHINING

BAND SAW

DETORQUING

FINAL EXPLOSIVE

CLEAN REMOVAL

INERT ITEMS

STORAGE

TOILET

MECHANICAL &

ELECTRICAL

STORAGE VAULT

DISASSEMBLY

MRFDK

TELECOM

JAN.

STEAM OUT

C O

R R

ID

O

R

1 1

1 1 1

6 7

1 1

SECURE

STORAGE

EQUIPMENT

ROOM

CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

FURNISHINGS, FIXTURES, AND

EQUIPMENT

GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

C.F.C.I.

FF&E

G.F.G.I.

SHEET ID

1 2 6 7

D R

A W

N B

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RTA SUBMITTAL

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

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

EQUIPMENT PLAN

EQUIPMENT SCHEDULE

EQUIP.

NO. EQUIPMENT IDENTIFICATION NEW / EXISTING

APPROX.

FOOTPRINT

ROOM

NO. VOLTS AMPS PHASE PLUG MODEL NO. REMARKS/OTHER UTILITIES

1 GROUNDED WORK BENCH NEW / FF&E 96"X36" VARIOUS GRAINGER 13E337 GROUNDING

2 GROUNDED WORK BENCH NEW / FF&E 72"X30" VARIOUS GRAINGER 16Y106 GROUNDING

3 GROUNDED TOOL CABINET NEW / G.F.G.I. 60"X24" VARIOUS ULINE H 7210 GROUNDING

4 VERTICAL DRILL PRESS NEW / G.F.G.I. 36"X24" 100 120 15 1 NEMA / 5-15 PALGREN 9680209

5 HORIZONTAL LATHE NEW / G.F.G.I. 72"X36" 100 240 30 1 INTER CONNECT JET GHB 1340A COMPRESSED AIR DROP FOR BLOW GUN

6 SCALE NEW / G.F.G.I. 36"X36" 100 120 15 1 NEMA / 5-15 OPTIMA WCB1483742

7 PAINT BOOTH NEW / G.F.G.I. 60"X36" 100 120 20 1 NEMA / 5-20 MARATHON FINISHING SPB-52 VENT TO OUTSIDE / PROVIDE MAKEUP AIR / 12" VENT WITH ADAPTOR KIT. 10 FEET MAX

RUN

8 PINK WATER TANK NEW / C.F.C.I. 100 GROUNDING / REFER TO PLUMBING DRAWINGS

9 AIR COMPRESSOR NEW / C.F.C.I. 96"X48" 101 480 FUSED @ 50A 3 INTER CONNECT INGERSOLL RAND

IRN30H-TAS (OR EQUAL)

GROUNDING / CONDENSATE TO DRAIN, 120 GALLON TANK W/ PSG-7 OIL WATER

SEPARATOR

10 HIGH POWERED PUMP EXISTING / G.F.G.I. 36"X36" 116 480 100 3 INTER CONNECT MOVE FROM BUILDING 816

11 LIFT TABLE NEW / G.F.G.I. 96"X36" 102 GRAINGER 13E255

12 X-RAY READER EXISTING / G.F.G.I. 48" LONG 103 120 15 1 NEMA / 5-15 MOVE FROM BUILDING 816

13 NOT USED

14 HYDRAULIC BULLET PULLER EXISTING / G.F.G.I. 24"X24" 103 120 15 1 NEMA / 5-15 MOVE FROM BUILDING 816

15 PAN PRESS EXISTING / G.F.G.I. 24"X24" 103 120 15 1 NEMA / 5-15 MOVE FROM BUILDING 816

16 PEDESTAL VICE EXISTING / G.F.G.I. 12"X12" 103 GROUNDING / MOVE FROM BUILDING 816

17 MRFDK BARRICADED FUZE DISASSEMBLY UNIT EXISTING / G.F.G.I. 72"X36" 104 120 20 1 NEMA / 5-15 MOVE FROM BUILDING 816

18 IMPROVED MRFDK BARRICADED FUZE

DISASSEMBLY UNIT

EXISTING / G.F.G.I. 96"X36" 104 120 20 1 NEMA / 5-15 MOVE FROM BUILDING 816

19 SHELVING UNIT NEW / FF&E 72"X36" 105 & 107 GROUNDING

20 THERMAL CHAMBER NEW / G.F.G.I. 51"X65" 105 230 60 1 INTER CONNECT THERMOTRON S-27-8200

21 NOT USED

22 NOT USED

23 INDUSTRIAL TUMBLER EXISTING / G.F.G.I. 36"X24" 105 120 15 1 NEMA / 5-15 MOVE FROM BUILDING 816

24 SANDBLASTING MACHINE NEW / G.F.G.I. 36"X36" 105 120 15 1 NEMA / 5-15 ALLSOURCE 41800 COMPRESSED AIR 20 CFM, 80 PSIG

25 NOT USED

26 DETORQUING MACHINE EXISTING / G.F.G.I. 72"X36" 106 GROUNDING / MOVE FROM BUILDING 816

27 PAINT SHAKER EXISTING / G.F.G.I. 34"X40" 105 120 15 1 NEMA / 5-15 MOVE FROM BUILDING 816

28 REMOTE OPERATED BAND SAW EXISTING / G.F.G.I. 110"X80"X86"H 108 220 60 3 INTER CONNECT MOVE FROM BUILDING 816

29 WATER AND ABRASIVE JET CUTTING SYSTEM EXISTING / G.F.G.I. 72"X36" 109 120 30 1 INTER CONNECT COMPRESSED AIR 11 CFM @ 110 PSIG; 5 GPM WATER FEED / MOVE FROM BUILDING 816

30 STEAM CLEANING SYSTEM NEW / G.F.G.I. 72"X36" 110 NEW, CUSTOM SYSTEM GROUNDING

31 STEAM GENERATOR NEW / C.F.C.I. 30"X16" 116 220 50 3 INTER CONNECT SPEEDYLECTRIC STEAM

GENERATOR 15A-2 (OR

EQUAL)

32 AUTOCLAVE NEW / G.F.G.I. 36"X36" 110 GROUNDING / IPS CUSTOM SUPPLIED UNIT. BENCHTOP OR ON CART

33 LASER ENGRAVER NEW / G.F.G.I. 115"X114" 100 230 60 3 INTER CONNECT KERN LASER SYSTEMS LC50

34 VISE (HEAVY DUTY) NEW / G.F.G.I. --- VARIOUS WILTON 8100M BOLT TO TABLE

35 MILLING MACHINE NEW / G.F.G.I. 96"X54" 100 208 30 3 INTER CONNECT JET JTM-4VS AIR DROP FOR BLOW GUN

36 PUMP CHILLER EXISTING / G.F.G.I. 42"X40" 116 230 50 3 INTER CONNECT MOVE FROM BUILDING 816

37 LASER CHILLER NEW / G.F.G.I. 36"X36" 100 230 30 3 INTER CONNECT KERN LASER (SUPPLIED WITH ENGRAVER)

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2A-300

2A-300

2A-300

2A-570

2A-580

2A-570

1. REFER TO SHEET 2A-570 FOR ROOF DETAILS.

2. REFER TO STRUCTURAL DRAWINGS FOR ROOF

FRAMING.

3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

FOR ROOF MOUNTED EQUIPMENT.

4. ROOF SLOPES ARE NOMINAL, REFER TO STRUCTURAL

DRAWINGS FOR JOIST BEARING ELEVATIONS.

5. WHEN MULTIPLE LAYERS OF INSULATION ARE USED,

JOINTS OF SUCCESSIVE LAYERS SHALL BE OFFSET

FROM THE PREVIOUS LAYER.

6. GUTTER LENGTH SHALL NOT EXCEED 50 FEET WITHOUT

AN EXPANSION JOINT. EXPANSION JOINTS SHALL BE

INSTALLED TO COMPLY WITH THE SMACNA

ARCHITECTURAL SHEET METAL MANUAL.

SHEET ID

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