Package_1_-_KC46_Fuselage_Trainer_-_Plans.pdf

PDF 24 MB Posted Aug 24, 2018

Attached to: KC-46A Addition/Alteration to Bldg. 3209 for Fuselage Trainer Federal contract opportunity
Solicitation number: W912DS18B0019
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Package 1 - KC46 Fuselage Trainer - Plans

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Other files attached to KC-46A Addition/Alteration to Bldg. 3209 for Fuselage Trainer, newest first.
File	Type	Posted
Bid_Abstract-W912DS18B0019.pdf	PDF	Sep 25, 2018
W912DS18B0019-0003.pdf	PDF	Sep 21, 2018
Amendment_0003_-_KC46_Fuselage_Trainer_-_Plans.pdf	PDF	Sep 21, 2018
Amendment_0003_-_KC46_Fuselage_Trainer_-_Specs.pdf	PDF	Sep 21, 2018
W912DS18B0019-0002_Revised.pdf	PDF	Sep 20, 2018
Amendment_0002_-_FuT_Specs.pdf	PDF	Sep 20, 2018
Amendment_0002_-_FuT_Plans.pdf	PDF	Sep 20, 2018
W912DS18B0019-0002.pdf	PDF	Sep 20, 2018
W912DS18B0019-0001.pdf	PDF	Sep 7, 2018
Site_Visit_Sign-In_4_SEP_18_(Fus_Trainer,_Fuel_Hydrants,_Fac_for_Mx).pdf	PDF	Sep 7, 2018
Package_3_-_KC46_Fuselage_Trainer_-_SID.pdf	PDF	Aug 24, 2018
W912DS18B0019.pdf	PDF	Aug 24, 2018
Package_4-_KC46_Fuselage_Trainer_-_FFE.pdf	PDF	Aug 24, 2018
Appendix_A_-_Bldg_3209_As-Builds.pdf	PDF	Aug 24, 2018
Package_2_-_KC46_Fuselage_Trainer_-_Specifications.pdf	PDF	Aug 24, 2018
Appendix_B_-_Geotechnical_Report.pdf	PDF	Aug 24, 2018

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US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

SOLICITATION NO.:

ISSUE DATE.:

VOLUME:

K D

G-001

BLDG ID

C O

S H

C G

E D

U R

B M

D L)

Y O

R K

, N

O R

K, N

2 7

C O

R N

S C

Y, S

O R

G U

2D S-

-B

-0

-X

G E

N E R

T #P

NEW YORK DISTRICT

JOINT BASE MCGUIRE DIX LAKEHURST (JB MDL)

KC46 - FUSELAGE TRAINER

W912DS-18-B-0019

AUGUST 2018

PROJECT #PTFL163006

LOCATION PLAN

NOT TO SCALE

PROJECT LOCATION

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-002

D R

G I N

C G

E D

U R

B M

D L)

Y O

R K

, N

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

G U

2D S-

-B

-0

-X

G E

N E R

T #P

INDEX TO DRAWINGS

SHEET

NO.

SHEET TITLEID

MH100 MECHANICAL FLOOR PLAN

MH101 TIER 2 MECHANICAL PLANS

MH102 FUSELAGE TRAINER MECHANICAL PLAN

M-301 MECHANICAL SECTION VIEWS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-800 CONTROLS LEGEND

M-801 MECHANICAL CONTROLS

M-803 MECHANICAL CONTROLS

M-804 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND NOTES

E-002 ELECTRICAL NOTES

ED-101 TIER 2 ELEC DEMO PLAN

EL-101 TIER 2 LEVEL 1 LIGHTING PLAN

EL-102 FUSELAGE TRAINER LIGHTING PLAN

EL-103 COVERED STORAGE LIGHTING AND POWER FLOOR PLANS

EL-501 LIGHTING FIXTURE SCHEDULE

EL-502 LIGHITNG FIXTURE DETAILS -1

EL-503 LIGHITNG FIXTURE DETAILS -2

EL-504 LIGHTING CONTROL DETAILS

EP-101 TIER 2 POWER PLANS

EP-102 FUSELAGE TRAINER POWER PLAN

EP-501 ELECTRICAL SITE DETAILS

EP-502 ELECTRICAL DETAILS

EP-601 SINGLE LINE DIAGRAM

EP-602 PANELBOARD SCHEDULES -1

EP-603 PANELBOARD SCHEDULES -2

ET-001 TELECOMM SYMBOLS AND LEGEND

ET-101 TIER 2 LEVEL 1 COMM PLAN

ET-501 TELECOMM DETAILS

ET-601 TELECOMMUNICATION RISER DIAGRAM

INDEX TO DRAWINGS

SHEET

NO.

SHEET TITLEID

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

G-004 GROSS AND NET AREA CALCULATIONS

LIFE SAFETY

G-005 LIFE SAFETY PLAN

CIVIL

C-101 EXISTING CONDITIONS

C-102 DEMOLITION PLAN

C-103 SITE PLAN

C-104 EROSION + SEDIMENT CONTROL

C-201 STORM PROFILE

C-501 UTILITY DETAILS

C-502 SITE DETAIL

C-503 EROISON + SEDIMENT CONTROL DETAILS

C-701 STAGING AREA TRAFFIC CONTROL

STRUCTURAL

ARCHITECTURAL

A-101 FUSELAGE TRAINER SITE PLAN

A-102 FUSELAGE TRAINER PLAN

A-103 FUSELAGE TRAINER REFLECTED CEILING PLAN

A-104 TIER 2 L1 DEMO PLAN

A-105 TIER 2 L1 FLOOR PLAN

A-106 TIER 2 L1 REFLECTED CEILING PLAN

A-110 COVERED STORAGE FLOOR PLAN

A-111 COVERED STORAGE ROOF PLAN/ REFLECTED CEILING PLAN

A-201 BUILDING EXTERIOR ELEVATIONS

A-202 ENLARGED EXTERIOR ELEVATIONS

A-203 FUSELAGE TRAINER ELEVATIONS

A-210 COVERED STORAGE ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 TIER 2 SECTIONS

A-310 COVERED STORAGE SECTIONS

A-401 ENLARGED RESTROOM PLANS

A-402 COUNTER MILLWORK SECTIONS AND DETAILS

A-403 FUSELAGE TRAINER STAIRS

A-410 COVERED STORAGE DETAILS

A-501 CEILING DETAILS

A-601 PARTITION TYPES

A-602 PARTITION MISC DETAILS

A-603 DOOR SCHEDULE AND DETAILS

A-801 PERSPECTIVE VIEWS

A-802 EXISTING PHOTOS

A-803 EXISTING PHOTOS

INTERIORS

IN101 TIER 2 FIRST FLOOR FINISH PLAN

IN601 ROOM FINISH SCHEDULE

IF101 TIER 2 FIRST FLOOR FURNITURE PLAN

IG101 TIER 2 FIRST FLOOR SIGNAGE PLAN AND SCHEDULE

IG501 SIGNAGE DETAILS

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES AND SYMBOLS

F-101 FUSELAGE TRAINER FIRE PROTECTION PLAN

F-102 TIER 1 FIRE PROTECTION PLAN

F-103 TIER 2 FIRE PROTECTION PLAN

FA101 FUSELAGE TRAINER FIRE ALARM/MASS NOTIFICATION PLAN

FA102 TIER 1 FIRE ALARM PLAN

FA103 TIER 2 FIRE ALARM PLAN

FA501 ALARM OPERATIONAL MATRIX AND RISER DIAGRAMS

PLUMBING

P-001 LEGENDS AND ABBREVATIONS

PD-101 DEMOLITION PLAN

P-100 PLUMBING PLAN

P-101 TIER 2 FLOOR PLAN

P-102 FUSELAGE TRAINER

P-103 NATURAL GAS LINE

P-301 PLUMBING SECTION

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-600 SCHEDULES

P-901 ISOMETRIC VIEW

P-902 ISOMETRIC VIEW

P-903 PHOTOGRAPHS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

MD101 TIER 2 MECHANICAL DEMOLITION PLANS

S-001 S-110 S-120 S-130 S-200 S-301 S-311 S-312 S-401 S-801

STRUCTURAL GENERAL NOTES

COVERED STORAGE FOUNDATION PLAN

CONCRETE SLAB PLAN

ROOF FRAMING PLAN

COVERED STORAGE ELEVATION

COVERED STORAGE TYPICAL SECTIONS

FOUNDATION DETAILS

REINFORCEMENT DETAILS

FUSELAGE TRAINER STAIR DETAILS

PERSPECTIVE VIEWS

DRAWING ABBREVIATIONS INDEX OF DRAWINGS BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN

SERIES

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H -------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSULFOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GLTEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U --------------------

UNO UNLESS NOTED OTHERWISE

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

Room name

PLAN NORTH

A101

SIM

A101

1 Ref

R ef

1Ref

R ef

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI

RIGID INSULATION

EXPANDED POLYSTYRENE

RIGID INSULATION

EXTRUDED POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

1 HR FIRE

S S S

1 HR FIRE/SMOKE WALL

4 HR FIRE

4 HR FIRE/SMOKE WALL

2 HR FIRE

2 HR FIRE/SMOKE WALL

3 HR FIRE

3 HR FIRE/SMOKE WALL

FIRE RATED WALL SYMBOLS:

CEILING SYMBOLS

EXIT LIGHT

2' x 2' ACT CEILING

4' x 4' ACT CEILING

GYP. BD. CEILING

1' x 1' ACT CEILING

2 X 4 LIGHT FIXTURE

2 x 2 LIGHT FIXTURE

SUSP. FLUORESCENT

LIGHT

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

KEYNOTES NUMBERING SYSTEM:

00 00

DIVISION

BROAD SCOPE

MEDIUM SCOPE

GENERAL

SPECIFICATIONS SECTION

NUMBER

NOTES: KEYNOTES ARE USE ON DRAWINGS UP TO 1/4" = 1'-0" SCALE.

DETAIL

DECIMAL POINT

ITEM IDENTIFIER

PROJECT INFORMATION

PROJECT NAME: KC-46A FUSELAGE TRAINER

PROPOSED USE: BUSINESS

OWNER-CONTACT PERSON: CONTRACTING OFFICER

APPLICABLE CODES

REFER TO SHEET G-005 FOR APPLICABLE CODES.

BUILDING PLANNING

THIS IS A MIXED OCCUPANCY BUILDING - EXISITNG HANGAR BLDG #3209 (S1) NEW WORK (B)

FIRE SEPARATION IS NOT REQUIRED

REFER TO SHEET G-004 FOR BUILDING AREA TABULATILONS AND CATEGORY CODES GROSS SQUARE

FOOTAGE

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: THE BUILDING WILL BE TYPE II B FULLY SPRINKLERED CONSTRUCTION PER

IBC.

ESSENTIAL FACILITY (CHAPTER 16, IBC)

NOT AN ESSENTIAL FACILITY

GENERAL BUILDING LIMITATIONS

FIRE PROTECTION SYSTEMS

REFER TO (FA) SHEET FOR FIRE ALARM SYSTEM, INCLUDING SMOKE CONTROL AND (FX) SHEETS FOR

FIRE SUPPRESSION SYSTEM TO INCLUDE STANDPIPE.

FIRE RESISTANT CONSTRUCTION

REFER TO SHEET A-601 FOR FIRE RESISTIVE REQUIREMENTS

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-003

N O

T E S, A B B

O N

C G

E D

U R

B M

D L)

Y O

R K

, N

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

G U

2D S-

-B

-0

-X

G E

N E R

T #P

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-003

N O

T E S, A B B

O N

C G

E D

U R

B M

D L)

Y O

R K

, N

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

G U

2D S-

-B

-0

-X

G E

N E R

T #P

BUILDING AREA TABULATIONS

ROOM # ROOM NAME BIM MODEL (GSF)‐PROVIDED DD 1391 (GSF)‐REQUIRED CAT CODE

101A GEN/CRIC 60

101B GEN/CRIC 264

101C GEN/CRIC 121

101D GEN/ENTRY 283

102 BRIEFING 1 139

103 BRIEFING 2 138

104 ELEC RM 71

107 EXISTING MECH ROOM 166

108 WOMENS RM 93

109 UNISEX SHOWER 35

110 CL CREW OFFICE 358

111 CLASS RM /CBT 501

112 MAINT. OFFICE 187

113 INST. OFFICE 245

114 COMM ROOM 114

116 MEN RM 144

117 BREAK ROOM 115

118 JAN. CLO. 25

SUB TOTAL AREA AT TIER 2 (GSF) 3059

SUB TOTAL FUSELAGE TRAINER 2208

TOTAL (ALTER BLDG #3209) 5267 514 SM (5,532.65 GSF) 171‐625

COVERED STORAGE (GSF) 2853 270 SM (2,906.26 GSF) 442‐625

FD FDFD

186 SF

MAINT OFFICE

216 SF

EXISTING

STAIRS

242 SF

INST. OFFICE

501 SF

CLASS RM /CBT

138 SF

BRIEFING 1

144 SF

MENS

RESTROOM

70 SF

ELEC RM

113 SF

COMM ROOM

90 SF

WOMENS

RESTROOM

40 SF

UNISEX

ACCESSIBLE

SHOWER

23 SF

JAN CLO

TP1

66 SF

GEN / CIRC

101A

137 SF

BRIEFING 2

283 SF

GEN / CIRC

101D

121 SF

GEN / CIRC

101C

264 SF

GEN / CIRC

101B

152 SF

BREAK ROOM

358 SF

CL CREW

OFFICE

EXISTING MECH

1234567

153' - 5 1/2"

2212 SF

FUSELAGE TRAINER

AREA

A-401

1/ 4"

COVERED

STORAGE AREA

PQRS

2853 SF

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

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2 3 4 5 6 7 8 9 10

E M

C R

O N

G-004

G R

A N

D N

C U

T I

O N

C G

E D

U R

B M

D L)

Y O

R K

, N

O R

K, N

2 7

Au th or

G U

2D S-

-B

-0

-X

G E

N E R

T #P

1/8" = 1'-0"1 TIER 2 PROGRAM FLOOR PLAN

1/16" = 1'-0"2 FUSELAGE TRAINER PROGRAM AREA

1/8" = 1'-0"3 COVERED STORAGE AREA PLAN

FD FDFD

1A1B1234567

TP1

A-301

226' - 5" C 73

EGRESS LOAD:

1 @ 32"

G-005

EGRESS LOAD:

1 @ 32"

158' - 7 7/8"

8' - 0"

- 0

153' - 7" VIF

EXISTING MANDOOR

120A

120D

208' - 0" D-2 47

157' - 0"

A 73

120D

TP1

501 SF

CLASS RM /CBT

Occ Load : 25

138 SF

BRIEFING 1

Occ Load : 7

186 SF

MAINT OFFICE

Occ Load : 2

70 SF

ELEC RM

Occ Load : 0

50 SF

EXISTING SPRINKLER

RISER

Occ Load : 0

166 SF

EXISTING MECH RM

Occ Load : 0

216 SF

EXISTING STAIRS

Occ Load : 0

113 SF

COMM ROOM

Occ Load : 0

144 SF

MENS RESTROOM

Occ Load : 0

90 SF

WOMENS RESTROOM

Occ Load : 0

23 SF

JAN CLO

Occ Load : 0

82 SF

EXISTING ELEVATOR

40 SF

UNISEX ACCESSIBLE

SHOWER

Occ Load : 0

283 SF

GEN / CIRC

101D

Occ Load : 0

137 SF

BRIEFING 2

Occ Load : 7

358 SF

CL CREW OFFICE

Occ Load : 4

152 SF

BREAK ROOM

Occ Load : 2

264 SF

GEN / CIRC

101B

66 SF

GEN / CIRC

101A

121 SF

GEN / CIRC

101C

Occ Load : 0

242 SF

INST. OFFICE

Occ Load : 2

17' - 5" 112 2

22' - 6" 113 2

21' - 11" 103 7

22' - 8"

110 2 22' - 2"

110 2

61' - 5"

AC-117 2

29' - 11"

D-111 13 30' - 8" 111 12

19' - 10" 102 7

A-401

57' - 8" D-1 19 32' - 5"

B 28

GENERAL

1. THIS DRAWING IS TO BE USED AS REFERENCE ONLY. IT IS NOT PART OF THE

CONSTRUCTION CONTRACT. ALL INFORMATION CONTAINED ON IT IS CALLED FOR

ELSEWHERE.

2. ENSURE THE CONTINUITY AND MAINTAIN THE PRIORITY OF RATED ASSEMBLIES

AND SMOKE ASSEMBLY THAT ARE INDICATED.

3. PROVIDE THROUGH PENETRATION FIRE STOPPING SYSTEM AT ALL

PENETRATIONS THROUGH RATED PARTITIONS. WHERE A PARTITION IS INDICATED

TO BE FIRE RATED PROVIDE A THROUGH PENETRATION FIRESTOPPING SYSTEM

CONSTRUCTED IN STRICT COMPLIANCE WITH THE UL FIRE TEST DESIGN AT ALL

PENETRATIONS. IF NO TEST IS REFERENCED, PROVIDE AN INDUSTRY RECOGNIZED

FIRE TEST APPLICABLE TO THE PARTITION TYPE. SYSTEMS SHALL BE COMPATIBLE

WITH PARTITION CONSTRUCTION. REFER TO DISCIPLINE SHEETS FOR

PENETRATION LOCATIONS.

4. PROVIDE CONTINUOUS SEALANT AT TOPS AND BOTTOMS OF ALL SMOKE

PARTITIONS AND AT ALL PENETRATIONS THROUGH SMOKE PARTITIONS

COMPATIBLE WITH THE PARTITION AND ALLOWING FOR STRUCTURAL MOVEMENT

5. REFER TO FIRE PROTECTION AND ELECTRICAL SHEETS FOR LOCATION OF FIRE

ALARM NOTIFICATION DEVICES, MANUAL FIRE ALARM BOXES, PULL STATIONS AND

EXIT SIGNAGE.

6. FOR EMERGENCY LIGHTING AND ILLUMINATED EXIT SIGNAGE REFER TO

ELECTRICAL.

7. INSTALL FIRE ALARM PULL STATION SIGN AT EACH FIRE ALARM STATION AND

FIRE EXTINGUISHER SIGN AT FIRE EXTINGUISHER.

8. PROVIDE MARKING AND IDENTIFICATION OF FIREWALLS, FIRE BARRIERS FIRE

PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS WITH PERMANENTLY

IDENTIFIED SIGNS OR STENCILING. SIGNS / STENCILING SHALL BE LOCATED IN

ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING SPACES AT INTERVALS NOT

EXCEEDING 30’-0" MEASURED HORIZONTALLY ALONG THE PARTITION IN LETTERS

NOT LESS THAN 1/2" HIGH. WHERE NO CONCEALED FLOOR, FLOOR-CEILING SPACE

OCCURS PLACE SIGN / STENCILING AT UPPERMOST VISIBLE AREA OF PARTITION.

TYPICAL SYMBOL

DOOR EGRESS CAPACITY TAG

1 HOUR FIRE RATED

PARTITION

EGRESS

PATH

EMERGENCY EYE

WASH STATION

(EWS)

EGRESS LOAD:

2 @ 32"

EGRESS LOAD:

2 @ 32"

COMMON

PATH

0'-0" 101 000

PATH

LOAD

RM # / ID

PATH DIST.

DR. WIDTH

EXIT CAPACITY

TRAVEL DIST. IN FT.

EGRESS PATH

TAG

KEY PLAN

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

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D B

C H

D B

E D

C O

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N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-005

C G

E D

U R

B M

D L)

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, N

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2 7

Au th or

G U

2D S-

-B

-0

-X

G E

N E R

T #P

1" = 20'-0"1 FUSELAGE TRAINER LIFE SAFTEY PLAN

DOOR EGRESS LOADS

MARK WIDTH WIDTH/OCCUPANT

EGRESS

LOADS

ACTUALALLOW

120A 36" 0.2 160 73 120D 36" 0.2 160 73

Grand total: 2 320

EGRESS ROUTE DIST.

ROUTE

ID RM #

EGRESS

PATH DIST.

OCC

LOAD

AC-117 61' - 5" 2

B 32' - 5" 28 C 226' - 5" 73

D-1 57' - 8" 19 D-2 208' - 0" 47

D-111 29' - 11" 13

EGRESS ROUTE DIST.

ROUTE

ID RM #

EGRESS

PATH DIST.

OCC

LOAD

102 19' - 10" 7 103 21' - 11" 7 110 22' - 2" 2 110 22' - 8" 2 111 30' - 8" 12 112 17' - 5" 2 113 22' - 6" 2 A 157' - 0" 73

1/8" = 1'-0"2 LIFE SAFTEY PLAN - TIER 2

NOTE: TOTAL EGRESS TRAVEL DIST. EQUAL THE CUMULATIVE SUM OF COMMON PATH OF

EGRESS AND EGRESS PATH TRAVEL DISTANCE. EGRESS PATH ID IS APPENDED TO EACH

EXIT.

OCCUPANT LOAD PER NFPA 101:

1. THIS FACILITY IS CLASSFIED AS A B- BUSINESS OCCUPANT LOAD; 100 SQ.FT. PER

PERSON SHALL BE APPLIED, U.N.O.

2. OCCUPANT LOAD CALCULATED AT 20 SQ.FT.PER PERSON - ASSEMBLY USE

AT CLASS ROOM AND BRIEFING ROOM 1 & 2.

PROVIDE 1 HR FIRE

RATED CEILING AT

ELEC RM 104

SHEET ID

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D B

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D B

E D

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N O

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C:\Users\e3encjd9\Documents\FUSE-DMMS-CF00_e3encjd9.rvt

8/24/2018 2:18:24 PM

S-001

U C

T U R

C G

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U R

B M

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F E D

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D es ig ne r

Au th or

C he ck er

M M

M Y

-X

G E

N E R

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. 118.31'.

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.

II. DESIGN CRITERIA FOR COVERED STORAGE & STAIR SUPPORTS

A. BUILDING CODES AND DESIGN REFERENCES:

1. 2015 INTERNATIONAL BUILDING CODE

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

B. SUPERIMPOSED DESIGN LOADS

1. ROOF DEAD LOADS:

A. LIGHTS & PLUMBING = 5 PSF

B. STANDING SEAM METAL ROOF = 2 PSF

2. LIVE LOAD ON ROOF = 20 PSF

3. LIVE LOAD ON PLATFORM SLAB = 125 PSF

4. LIVE LOAD ON STAIRS = 100 PSF

5. SNOW: GROUND SNOW LOAD = 25 PSF.

A. EXPOSURE FACTOR, Ce = 1.0 B. SLOPE FACTOR, Cs = 1.0 C. THERMAL FACTOR, Ct = 1.2 D. IMPORTANCE FACTOR, Is = 1.0 E. FLAT ROOF SNOW LOAD, Pf = 21PSF F. SLOPED ROOF SNOW LOAD, Ps = 21 PSF

6. WIND: 115 MPH BASIC WIND SPEED (RISK CATEGORY II)

A. IMPORTANCE FACTOR = 1.0

B. EXPOSURE CATEGORY = C

D. INTERNAL PRESSURE COEFF. FOR PARTIALLY ENCLOSED, GCpi = +/-0.55 E. WIND DIRECTIONALITY FACTOR, Kd = 0.85 F. VELOCITY PRESSURE EXPOSURE COEFF., Kz = 0.929 G. TOPOGRAPHIC FACTOR, Kzt = 1.0

H. GUST FACTOR, G = 0.85

I. COMPONENTS & CLADDING: SEE SHEET S-130 FOR DESIGN WIND

PRESSURES.

7. SEISMIC:

A. RISK CATEGORY II, IMPORTANCE FACTOR =1.0

B. MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 0.20g S1 = 0.06g

C. SITE CLASSIFICATION - D

D. DESIGN SPECTRAL RESPONSE ACCELERATIONS Sds = 0.21g Sd1 = 0.097g

E. SEISMIC DESIGN CATEGORY - C

F. SEISMIC FORCE RESISTING SYSTEMS

1.ORDINARY STEEL MOMENT FRAMES: RESPONSE MODIFICATION

FACTOR, R = 3.5.

2. STEEL SPECIAL CONCENTRICALLY BRACED FRAMES: RESPONSE

MODIFICATION FACTOR, R = 6.

G. RESPONSE MODIFICATION FACTOR, R = 3.5

H. SEISMIC RESPONSE COEFFICIENT Cs = 0.06

I. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

8. 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. LATERAL EARTH PRESSURES COEFFICIENT FOR BACKFILL TYPE = 0.31 ACTIVE

(Ka) GRANULAR; 0.47 AT REST (Ko) GRANULAR; PASSIVE (Kp) GRANULAR 3.25

3. FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE RECOMMENDATIONS OF

THE GEOTECHNICAL EXPLORATION REPORT BY TERRACON PROJECT NO.

J6175124A DATED MARCH 02, 2018. REPORT IS AVAILABLE FOR INFORMATION

ONLY UPON REQUEST FROM THE CONTRACTING OFFICER.

4. ALL OPEN FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED

BY A LICENSED GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

III. TESTING AND INSPECTION

A. FOUNDATIONS AND EARTHWORK: GEOTECHNICAL ENGINEER/TESTING LABORATORY

SHALL BE ENGAGED FOR QUALITY CONTROL AND VERIFICATION. SEE SPECIFICATIONS. ALL

OPEN FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY A LICENSED

GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT.

B. MATERIALS AND PROCEDURES: TESTING LABORATORY SHALL BE ENGAGED FOR MATERIAL

TESTING AND INSPECTION. SEE SPECIFICATIONS.

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 SPECIFICATION 31 00 00 FOR SITE PREPARATION, DRAINAGE

AND DEWATERING REQUIREMENTS.

B. STRUCTURAL FILLS:

1. SEE SPECIFICATION 31 00 00 FOR COMPACTION REQUIREMENTS OF FILL MATERIAL AND

FOR ACCEPTABLE FILL MATERIALS FOR USE UNDER SLABS AND FOOTINGS.

2. A GRANULAR SUBBASE OF 6” OF CLEAN CRUSHED STONE MAY BE PROVIDED UNDER

SLAB TO ACT AS A CAPILLARY WATER BARRIER.

3. IF UNSUITABLE BEARING SOILS ARE FOUND FOR SPREAD FOOTINGS, EXCAVATION WILL

BE EXTENDED DEEPER TO SUITABLE SOIL AND BACKFILLED WITH COMPACTED

STRUCTURAL FILL TO THE DESIGN LEVEL.

V. CAST-IN-PLACE REINFORCED CONCRETE

A. DESIGN CODE: ACI 318 - STRENGTH DESIGN. REFERENCE STANDARD: ACI 301.

CONTRACTOR TO MAINTAIN A COPY OF EACH AT JOB SITE.

B. MIX DESIGN SHALL BE DOCUMENTED IN ACCORDANCE WITH SECTION 03 30 00.00 10 OF

THE PROJECT SPECIFICATIONS AND ACI 301. 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 SPECIFICATIONS.

1. ALL CONCRETE FOR BUILDING CONSTRUCTION SHALL HAVE A COMPRESSIVE

STRENGTH OF 4000 PSI AT 28 DAYS.

2. REFER TO SPECIFICATION 03 30 00.00 FOR AIR-ENTRAINMENT AND WATER/CEMENT

RATIO REQUIREMENTS.

D. FORMWORK:

1. SEE SPECIFICATION 03 11 13.

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

3. RUSTICATION STRIPS, DRIP GROOVES, MISCELLANEOUS EMBEDS, ETC: SEE

STRUCTURAL PLANS AND/OR ARCHITECTURAL DRAWINGS.

4. PROVIDE A 3/4" CHAMFER ON ALL EXPOSED EDGES.

5. OPENINGS FOR MEP TRADES: ALL HOLES FOR OTHER TRADES WHICH MUST BE CUT

OR FORMED AND WHICH ARE NOT SHOWN ON THE STRUCTURAL DESIGN 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. FOR FABRICATION SEE 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 REINFORCING BARS INCLUDING CORNER BARS SHALL BE

LAPPED THE LENGTH SHOWN IN 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.

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.

I. CONCRETE FINISHES. SEE SPECIFICATION SECTION 03 35 00 00.10

J. CURING AND PROTECTION: SEE SPECIFICATION 03 30 00

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. SEE CONTROL JOINT AND CONSTRUCTION JOINT

DETAILS.

2. JOINT MAXIMUM SPACING IS 15'-0". SEE SPECIFICATION 03 15 00.

VI. 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 MINIMUM 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.

VII. TIER 2 INTERIOR STEEL STUD WALLS

A. PROVIDE COLD-FORMED STEEL LOAD-BEARING WALL SYSTEM. CONTRACTOR WILL BE

RESPONSIBLE FOR DESIGN OF WALL SYSTEM. DESIGN SHALL INCLUDE CALCULATIONS AND

SHOP DRAWINGS SIGNED AND SEALED BY A LICENSED PROFESSIONAL STRUCTURAL

ENGINEER IN THE STATE OF NEW JERSEY. WALL COMPONENTS TO BE DESIGNED BY

CONTRACTOR, BUT SHALL BE DESIGNED FOR AT A MINIMUM:

MAXIMUM SPACING: 16” O.C.

MINIMUM WEB DEPTH: 3 5/8”

MINIMUM GAGE: 14 GAGE

MINIMUM FLANGE WIDTH: 3"

FY=50KSI

LATERAL LOAD: 5 PSF (AS REQUIRED BY IBC 2015)

DEAD LOAD: PER CEILING JOIST SYSTEM SELECTED

LIVE LOAD: REFER TO CEILING JOIST LIVE LOAD

TOTAL LOAD DEFLECTION: LESS THAN L/360

VIII. TIER 2 CEILING JOISTS

A. PROVIDE COLD-FORMED STEEL JOIST SYSTEM AND SUPPORT SYSTEM. CONTRACTOR WILL

BE RESPONSIBLE FOR DESIGN OF JOIST SYSTEM AS WELL AS THE SUPPORT SYSTEM FOR

THE JOISTS. DESIGN SHALL INCLUDE CALCULATIONS AND SHOP DRAWINGS FOR JOIST

SYSTEM AND ALL ASSOCIATED COMPONENTS, STRUCTURAL SUPPORT SYSTEM,

CONNECTIONS, AND ALL REQUIRED BRACING, BLOCKING, AND BRIDGING. CALCULATIONS

AND DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL STRUCTURAL

ENGINEER IN THE STATE OF NEW JERSEY. JOIST SYSTEM AND ASSOCIATED SUPPORT

SYSTEM TO BE DESIGNED BY CONTRACTOR, BUT SHALL BE DESIGNED FOR AT A MINIMUM:

DEPTH: 14” (MAY BE ADJUSTED BY CONTRACTOR AT GOVERNMENT APPROVAL)

FY=50KSI

LATERAL LOAD: 5 PSF (AS REQUIRED BY IBC 2015)

DEAD LOAD: 10 PSF

LIVE LOAD: 20 PSF PLUS MECHANICAL LOAD

TOTAL LOAD DEFLECTION: LESS THAN L/240

LIVE LOAD DEFLECTION: LESS THAN L/360

CONTRACTOR SHALL COORDINATE INSTALLATION OF TIER 2 CEILING JOISTS WITH

INSTALLATION OF MECHANICAL AND ELECTRICAL COMPONENTS INCLUDING DUCTWORK.

IX. STRUCTURAL STEEL

A. STRUCTURAL STEEL FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE

14TH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL

CONSTRUCTION MANUAL".

B. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

1. WIDE FLANGE SHAPES: ASTM A992, FY = 50 KSI

2. OTHER STRUCTURAL STEEL SHAPES, PLATES AND BARS: ASTM A36, FY = 36 KSI

3. HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500, GRADE B (FY = 46 KSI)

4. STEEL PIPE: ASTM A53, GRADE B (FY = 35 KSI)

5. ANCHOR RODS: ASTM F1554, FY = 36 KSI

C. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE -

STEEL", LATEST EDITION. WELD ELECTRODES SHALL BE E70XX. PROVIDE 1/4" CONTINUOUS

FILLET WELDS UNLESS NOTED OTHERWISE.

D. EXPOSED EXTERIOR METAL INCLUDING ALL EXTERIOR METAL FABRICATIONS SHALL BE

SHOP FABRICATED, PRIMED AND PAINTED IN ACORDANCE WITH SPECIFICATION 09 90 00

"PAINTS AND COATINGS".

X. HANGAR DOOR REPLACEMENT

A. THE NEW HANGAR AS SHOWN IN THE ARCHITECTURE DRAWINGS SHALL BE DESIGNED AND

FURNISHED BY THE CONTRACTOR. REFER TO ARCHITECTURAL DRAWINGS FOR DOOR

DIMENSIONS AND OPENINGS. REFER TO SPECIFICATION 08 34 16 FOR PERFORMANCE

REQUIREMENTS AND DESIGN DATA. REFER TO APPENDIX A FOR AS-BUILT CONDITIONS OF

THE EXISTING HANGAR DOORS AND CONNECTION AND SUPPORT SYSTEMS.

QS R

D1 S-301

HSS

12X8X1/2

HSS

12X8X1/2

HSS

12X8X1/2

HSS

12X8X1/2

FOOTING "A" PER SCHEDULE,

CENTER AT COLUMN

FOOTING "A" PER SCHEDULE,

CENTER AT COLUMN

FOOTING "A" PER

SCHEDULE,

CENTER AT COLUMN

FOOTING "A" PER SCHEDULE,

CENTER AT COLUMN

FOOTING "A" PER SCHEDULE,

CENTER AT COLUMN

30' - 9"

FOOTING "A" PER

SCHEDULE,

CENTER AT

COLUMN

30' - 0" 31' - 11"

C1 S-200

ELEVATED CONCRETE DECK ABOVE TYP.

(SEE SHEET NOTE 2)

12" THICK REINFORCED

CONCRETE STEM WALL (TYP.)

A1 S-301

12" THICK REINFORCED

CONCRETE STEM WALL (TYP.)

HSS

12X8X1/2

HSS

12X8X1/2 HSS

12X8X1/2

HSS

12X8X1/2

US Army Corps of Engineers ®

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8/24/2018 2:19:53 PM

S-110

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SHEET NOTES:

1. OUTDOOR STORAGE CANOPY STAIR IS A "DELEGATED ENGINEERING SYSTEM" BY

THE CONTRACTOR AS DEFINED IN SECTION 2-1.1.1 OF UFC 3-301-01. REFER TO

ARCHITECTURE DRAWINGS FOR STAIR DETAILS.

2. 8" THICK ELEVATED CONCRETE SLAB - REINFORCE WITH #6 @ 18" O.C. EACH

WAY U.N.O.

FOOTING SCHEDULE

MARK LENGTH WIDTH DEPTH TOP REINFORCING BOTTOM REINFORCING

A 7'-0" 7'-0" 36"

7 - #10 EQUALLY SPACED W/STD

HOOKS EA END

7 - #10 EQUALLY SPACED W/STD

HOOKS EA END

0 2' 8'4'

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

1/4" = 1'-0"A1 COVERED STORAGE FOUNDATION PLAN

D1 S-301

C1 S-200

3 EQUAL SPACES

BETWEEN COLUMNS

EACH WAY (TYP.)26

29' - 1" 28' - 4" 30' - 3"

9" 1'

1' - 5" 1' - 5"

CONTROL JOINT (TYP,

UNO)

A1 S-301

A6 S-311

CONCRETE SIDEWALK ABOVE

EXPANSION JOINT EXPANSION JOINT F5

S-312

D1 S-312

1' - 7"

US Army Corps of Engineers ®

SHEET ID

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8/24/2018 2:20:42 PM

S-120

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0 2' 8'4'

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

1. CONTINUE EXPANSION JOINTS THROUGH PERIMETER

WALL BELOW SLAB.

2. PROVIDE EXPANSION JOINTS IN PERIMETER WALL

ABOVE JOINTS FOR NEW FOOTINGS.

1/4" = 1'-0"A1 CONCRETE SLAB PLAN

SHEET NOTES:

METAL ROLLER DECK NOT SHOWN FOR CLARITY.

D1 S-301

92' - 8"

31' - 11"30' - 0"

HSS 16x8x1/2

5/8" DIA. ROOF

BRACE ROD (TYP)

HSS 16x8x1/2

30' - 9"

C1 S-200

R O

O F

X1 /2

HSS12X8X1/2 COL. (TYP.)

STRUCTURAL STANDING SEAM ROOF

FASTENED TO PURLINS. SEE ARCH. DWG. FOR

MORE INFO. METAL ROOFING IS A

"DELEGATED ENGINEERED SYSTEM AS

DEFINED IN SECTION 2-1.1.1 OF UFC 3-301-01.

DESIGN FOR 20 PSF ROOF LIVE LOAD AND

WIND LOAD AS DESIGNATED ON SHEET S-001.

-H

X6 X1

/2 (T

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

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D B

C H

D B

E D

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1/4" = 1'-0"A1 ROOF FRAMING PLAN

SHEET NOTES:

1. STRUCTURAL STEEL CONNECTIONS ARE A "DELEGATED ENGINEERED SYSTEM " BY THE CONTRACTOR AS

DEFINED IN SECTION 2-1.1.1 OF UFC 3-301-01

2. BEAM TO COLUMN CONNECTIONS ARE FIXED CONNECTIONS TO BE DESIGNED TO THE FOLLOWING MINIMUMS:

AXIAL COMPRESSION = 9 KIP, AXIAL TENSION = 5 KIP, SHEAR VERTICAL 35 KIP, SHEAR HORIZONTAL 0.1 KIP, MOMENT STRONG AXIS = 163 KIP-FT, MOMENT WEAK AXIS = 0.5 KIP-FT. PURLIN CONNECTION MUST BE

DESIGNED TO PREVENT ROLLOVER AND SUSTAIN A MINIMUM SHEAR LOAD OF 6 KIP.

3. PROVIDE 1/4" PL CAP FOR EACH HSS COLUMN.

4. PROVIDE BRACE RODS WITH CLEVIS (CLEVELAND CITY FORGE CLEVIS OR APPROVED EQUAL) AND TURNBUCKLES TO ALLOW ADJUSTMENT. CONNECTION TO BE DESIGNED TO SUSTAIN A MINIMUM AXIAL LOAD OF

9 KIP

0 2' 8'4'

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

COMPONENTS & CLADDING DESIGN WIND PRESSURES

SEE SHEET S-001 FOR ZONE DEFINITIONS.

TOP OF APRON

0' - 0"

MINIMUM HEIGHT

TOP OF ROLLER

DECK

3' - 7"

HSS8X6X1/2 GIRT

HSS8X6X1/2 GIRT5/8" DIA. BRACE ROD

(TYP.)

UNDERSIDE OF

BEAM

16' - 0"

HSS8X6X1/2 GIRT

(HIGH POINT)

12" CONCRETE

WALL

CONCRETE

FOOTING (TYP)

HSS COLUMN

(TYP)

8" CONCRETE

SLAB

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

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3/16" = 1'-0"C1 COVERED STORAGE ELEVATION

1. TOP OF APRON SHOWN AT HIGH POINT OF EXISTING CONCRETE WITHIN THE FOOTPRINT OF THE

COVERED STORAGE SLAB. TOPS OF WALL, SLAB, AND METAL ROLLER DECK ELEVATIONS AS

SHOWN SHALL BE MEASURED FROM THE HIGH POINT. COVERED STORAGE SLAB SHALL BE LEVEL, WITH VARIATIONS IN WALL AND COLUMN ELEVATIONS IN ACCORDANCE WITH THE SLOPE OF THE

EXISTING CONCRETE. EXISTING SLOPE IS APPROXIMATELY 1%, TO BE VERIFIED BY THE

CONTRACTOR IN THE FIELD.

2. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL DETAILS.

3. SEE REMAINING STRUCTURAL PLANS FOR MEMBER SIZES, FOUNDATION DETAILS, AND OTHER

DIMENSIONS.

4. GIRTS CONNECTION TO BE DESIGNED TO SUSTAIN A MINIMUM VERTICAL SHEAR = 3 KIP, AND

HORIZONTAL SHEAR = 1.0 KIP

0 8' 12'4'

SCALE: 3/16" = 1' - 0"

ROLLER DECK AND WALKWAY NOT SHOWN FOR CLARITY

21 20

S-311 D1

MINIMUM HEIGHT

TOP OF ROLLER

DECK

3' - 7"

HSS 16x8x1/2

TYP.

X1 /2

C O

N T

X1 /2

C O

N T

8" CONCRETE DECK

STRUCTURAL FILL AND STONE AS

DESIGNATED IN CONTRACT

SPECIFICATIONS.

EXISTING CONCRETE APRON (TOP

ELEVATION VARIES WITH APRON SLOPE)

6 1/2" CONCRETE WALKWAY

UNDERSIDE OF

BEAM

16' - 0"

PL 1/4" CAP

TYP. ALL

COLUMNS

WALL PANELS

(SEE ARCH.

PLANS AND

SPECS)

CONST. JT.

CONCRETE FOOTING

(TYP)

SEE NOTE 4

21 20

MINIMUM HEIGHT

TOP OF ROLLER

DECK

3' - 7"

SUPERSTRUCTURE BEYOND (NOT SHOWN FOR CLARITY)

S-311 A1

A1 S-312

EXISTING CONCRETE APRON

(TOP ELEVATION VARIES WITH

APRON SLOPE)

VARIES, SEE NOTE 3

8" CONCRETE

SLAB

STRUCTURAL FILL AND STONE AS

DESIGNATED IN CONTRACT

SPECIFICATIONS

12" CONCRETE

WALL (TYP)

US Army Corps of Engineers ®

SHEET ID

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8/24/2018 2:22:00 PM

S-301

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1. CONTRACTOR SHALL DESIGN MONOSLOPE FRAME CONNECTIONS AS RIGID

PORTAL FRAME CONNECTIONS.

2. REFER TO SHEETS A-111, A-210 AND A-310 FOR ARCHITECTURAL DETAILS.

3. REFER TO SHEETS S-120 AND S-312 FOR CONCRETE WALKWAY LAYOUT AND

DIMENSIONS.

4. ALIGN EDGE OF NEW FOOTINGS WITH EDGE OF EXISTING APRON. SEE CIVIL

DRAWINGS FOR EXACT LOCATION OF COVERED STORAGE SLAB.

3/8" = 1'-0"D1 MOMENT FRAME SECTION AT COLUMNS

3/8" = 1'-0"A1

SECTION THROUGH INTERIOR

FOUNDATION WALLS

0 4' 6'2'

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

0 4' 6'2'

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

SHEET NOTES:

ROLLER DECK - SEE SPECIFICATION

SECTION 11 13 10.15

6 1/2" CONCRETE

WALKWAY

CONST. JT.

TOP OF APRON

0' - 0"

7 - #10 Equally Spaced

C O

O M

O F

G S

" M

U M

0" T

ISOLATION JOINT (TYP.)

7' - 0"

SCHEDULE)

"A" (SEE BASEPLATE

TOP OF APRON

0' - 0"

MINIMUM HEIGHT

TOP OF ROLLER

DECK

3' - 7"

3" T

#6 DOWEL AND EPOXY @ 18" O.C. TYP.

1' - 0"

R 0'

- 2

1/ 4"

#6 @ 18" O.C.E.W.

#6 @ 18" O.C.

9" T

15 MIL VAPOR

RETARDER

8" CONCRETE

SLAB

TYP.

0' - 2"

3 #4 @ 3" O.C. EACH CORNER TYP.

- 0

" T

YP.

NOTE: PLACE CORNER

REINFORCEMENT 1-1/2" FROM TOP

OF SLAB.

US Army Corps of Engineers ®

SHEET ID

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S-311

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SHEET NOTES:

1. SAW CUT EXISTING CONCRETE APRON TO ALLOW 1" ISOLATION JOINT AROUND EACH

FOOTING.

2. 3'-7" IS MINIMUM HEIGHT FROM BOTTOM OF WALL TO TOP OF METAL ROLLER DECK.

3. ANCHOR BOLTS FOR COLUMN BASEPLATES SHALL BE CAST IN PLACE INTO FOOTINGS.

4. DOWEL BARS FOR PERIMETER WALL OVER NEW CONCRETE SHALL BE CAST IN PLACE.

COVERED STORAGE BASE PLATE SCHEDULE

BASE PLATE

TYPE

"A":

LENGTH

"B"

WIDTH

"C"

HOLE

SPACING

"D"

HOLE

SPACING

"E"

THICKNESS

"F"

WELD

ANCHOR

ROD

TYPE 1 18" 14" 15" 11" 1" 1/4" 1"

BASE PLATE DETAIL

1.5".

ANCHOR ROD DETAIL

NOT TO SCALE

1-1/2"

NON-

SHRINK

GROUT

BASE PLATE

1/4

FILLET

WELD TO

BASEPLATEEXISTING APRON

PROVIDE REENTRANT CORNER

REINFORCEMENT IN SLAB

ADJACENT TO EACH COLUMN

0 2' 3'1'

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

0 2' 3'1'

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

0 2' 3'1'

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

3/4" = 1'-0"D1

FOOTING AND COLUMN CONNECTION

DETAIL

3/4" = 1'-0"A1 FOUNDATION STEM WALL DETAIL

3/4" = 1'-0"A6

REENTRANT CORNER REINFORCEMENT

DETAIL

1" DIA HEADED

BOLT

N O

" M

1-1/16"

DIA HOLE

#5 @ 18"

SLAB REINFORCEMENT

CONST. JT.

3'-0" MIN

VARIES: 4' - 9" MAX

#5 @ 18" MAX (T

, U N

2" C

2" 0'

CL COLUMN

CL BASEPLATE

CL EXP. JT.

2' -0

" M

CONCRETE

WALKWAY

EXP.JT.

CONCRETE

SLAB

#5 (TYP)

1/8" MIN.- 1/4" MAX.SAWCUT SLAB

PROVIDE JOINT

SEALANT

AS REQUIRED

SAWCUT TYP.

SUBBASE PER SPECIFICATIONS

SUBGRADE PER SPECIFICATIONS

EXISTING SLAB TYP.

TOP OF CONCRETE

APRON (SLAB)

#6 @ 12" O.C.E.W.

SLAB REINF.

#6 EPOXY DOWELS

@ 12" O.C. INTO

EXISTING CONC. ALL

AROUND

1' - 0" 1' - 0"

0' - 0 1/2"

JOINT SEALER

PREFORMED EXPANSION

JOINT FILLER STRIP

8" CONCRETE

SLAB (TYP)

STRUCTURAL

FILL

REMOVABLE SAFETY

RAIL

1/2" X 12" PLATE

8" CONCRETE

SLAB

STRUCTURAL

FILL

L 6X6X1/2

1/2" X 8" STUDS

@ 2'-0" O.C. MAX

12" CONCRETE WALL

1/4" FILLET WELD BOTH

SIDES FULL HEIGHT OF

RAIL MOUNT TO 1/2" PLATE

1/4

US Army Corps of Engineers ®

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S-312

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1 1/2" = 1'-0"A1 WALKWAY REINFORCEMENT

0 1' 2'1'

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

1" = 1'-0"D1 WALKWAY NEAR COLUMN

0 1' 2'1'

SCALE: 1" = 1' - 0"

WALL REINFORCEMENT NOT SHOWN FOR CLARITY

SLAB REINFORCEMENT NOT SHOWN FOR CLARITY

1 1/2" = 1'-0"F5 CONTROL JOINT DETAIL

3/4" = 1'-0"A5

DETAIL FOR REMOVAL AND

REPLACEMENT OF EXISTING CONCRETE

SLAB

1 1/2" = 1'-0"F8 EXPANSION JOINT DETAIL

0 1' 2'1'

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

SHEET NOTES:

1. CONTINUE EXPANSION JOINT THROUGH FULL DEPTH OF CONCRETE WALKWAY WHERE CAST

OVER 8" SLAB.

3" = 1'-0"C5 REMOVABLE RAILING

MID PLATFORM

6' - 8 5/8"

TOP PLATFORM

14' - 0"

HANGAR FLOOR

0' - 0"

F6 S-401

HSS 4x4x1/2

(TYP)

SE-17 SE-18 SE-19 SE-20 SE-21 SE-22 SE-23 SE-24

L4x4x1/2 BRACING (TYP)

C-CHANNEL STRINGER

CL COLUMN SPACING

(TYP EACH STAIR)

SE-15

SE-16

SE-21SE-22SE-23SE-24

2' - 3"12' - 9"3' - 7"

TOP PLATFORM

14' - 0"

SE-15 SE-16

US Army Corps of Engineers ®

SHEET ID

U S

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O R

D R

B Y:

D B

C H

D B

E D

C O

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N N

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A I N

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N E R

1/4" = 1'-0"C1 STAIRCASE ELEVATION

1/4" = 1'-0"F1 STAIRWAY PLAN

1/4" = 1'-0"F6 STAIRCASE SECTION

1. STAIR COLUMNS ARE WELDED TO INSIDES OF C-CHANNEL STRINGERS.

2. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL STAIR INFORMATION.

3. METAL STAIRWAY ADJACENT TO COVERED STORAGE SLAB SHALL USE THE SAME

STRUCTURAL SUPPORTS AND ANCHORAGE AS SHOWN FOR FUSELAGE TRAINER

STAIRS.

STAIRWAY COLUMN BASE PLATE SCHEDULE

BASE PLATE

TYPE

"A"

LENGTH

"B"

WIDTH

"C"

HOLE

SPACING

"D"

HOLE

SPACING

"E"

THICKNESS

ANCHOR

ROD

TYPE 1 10" 10" 7" 7" 1.25" 7/8"

BASE PLATE DETAIL

1.5".

ANCHOR ROD DETAIL

NOT TO SCALENOT TO SCALE

1-1/2" NON SHRINK

GROUT

BASE PLATE

1/4

FILLET

WELD TO

BASEPLATE

9" M

7/8" DIA ANCHOR ROD

ANCHOR ROD EPOXY:

HILTI HIT-RE 500 V3 OR

APPRAOVED EQUAL

0 2' 8'4'

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

0 2' 8'4'

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

0 2' 8'4'

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

3" = 1'-0"A1 STAIR COLUMN WELDING

3/16

FILLET

WELD TO

PLATE

3/16

FILLET

WELD TO

STRINGER STRINGER

HSS

L4x4x1/2

1/2" GUSSET

PLATE

0 6'' 9''3'' 12''

SCALE: 3" = 1' - 0"

SHEET ID

U S

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O R

D R

B Y:

D B

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D B

E D

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4 PERSPECTIVE VIEW

3 PERSPECTIVE VIEW

1 PERSPECTIVE VIEW

2 PERSPECTIVE VIEW

PLAN NORTH

A-203

1A1B1234567

TP1

A-210

A-301

A-105

A-110

A-102

NEW HANGAR DOOR

EXISTING OVERHEAD DOOR TO REMAIN

NEW 3'X'7'

DOOR NEW 22'W X 24'H OVERHEAD

COILING DOOR

(N) 12'-0" HIGH CHAINLINK

FENCE ENCLOSURE W

PRIVACY SCREEN, TYP.

EGRESS ONLY

NEW 3'X7' DOOR

FUSELAGE TRAINER

C L

FUT CARGO DOOR

N.I.C

EGRESS ONLY

N.I.C

REFER TO CIVIL SITE PLAN FOR EXACT LOCATION

ON SITE.

OVERHEAD

COILING DOOR

N.I.C.

(E) TIER 1

(N) 12'-0" HIGH CHAINLINK

FENCE ENCLOSURE W

PRIVACY SCREEN, TYP.

N.I.C.

NEW 3'X7' DOOR

N.I.C.

(N) COVERED

OUTDOOR STORAGE

TIER 2

N.I.C.

CARD READER ACCESS

CARD READER

ACCESS

EXISTING HANGAR DOORS

CARD READER

ACCESS

EXISTING HANGAR DOORS

PEDESTRIAN WALKWAY FLOOR MARKING

NEW 12'-0" HIGH

CHAINLINK FENCE

ENCLOSURE W PRIVACY

SCREEN, TYP.

EGRESS ONLY

(NO ARCHITECTURAL WORK

IN THIS AREA, U.N.O.)

/5 A-802 (SEE PHOTO)

A-201

NEW WORKNEW WORK

20 21

EGRESS ONLY

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-101

E R S

A N

C G

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B M

D L)

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2 7

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C he ck er

G U

2D S-

-B

-0

-X

G E

N E R

T #P

3/64" = 1'-0"1 FUSELAGE TRAINER SITE PLAN

A-203

1A1B123456

A-301

A-202

REPAIR AND PATCH CONC.

AROUND (E) FLOOR DRAINS.

VERIFY LOCATION IN FIELD.

TIER 2 TIER 1

EGRESS ONLY

120D

120B

120A

" M

U M

FUSELAGE TRAINER

CARGO DOOR

2 1/4"2 1/4" 2 1/4" 2 1/4"

OVERHEAD DOOR

(E) ROLL-UP DOOR TO REMAIN

6' - 0"

PEDESTRIAN WALKWAY FLOOR MARKING

52'-0" WIDE NEW HANGAR DOOR

CLPEDESTRIAN WALKWAY FLOOR MARKING

C L C L

A-403

CARD READER

ACCESS

N.I.C.

CARD READER ACCESS

C L C

6" L2'

-0 " T

EXISTING HANGAR DOORS

'-6

" V

43'-1" VIF

12' - 1 1/2"

8' - 0"

(NO ARCHITECTUARL WORK

IN THIS AREA U.N.O.)

23' - 8 1/4"

2212 SF

FUSELAGE TRAINER

AREA

TRAINER MODULE FOOTPRINT FOR

REFERENCE ONLY. BY OTHERS.

TYP. 4" WIDE "SAFETY" YELLOW

PAINTED STRIPES

TYP. 4" WIDE "SAFETY" YELLOW

PAINTED STRIPES

TYP. 4" WIDE "SAFETY" YELLOW

PAINTED STRIPES

STAIR A

STAIR B

'-9

" V

60' - 0" 60' - 0" 23' - 4" 23' - 4" 23' - 4"30' - 0" 18' - 9" 18' - 9"

EXISTING HANGAR DOORS

120C

2'-0" TYP

BOLLARDS

CARD READER

ACCESS

NEW DRINKING

FOUNTAIN SELF SUPPORTING STEEL STAIR

CANE DETECTION RAIL BELOW 10'-0" HIGH CHANLINK

FENCE ENCLOSURE WITH

PRIVACY SCREEN

10'-0" HIGH CHANLINK

FENCE ENCLOSURE WITH

PRIVACY SCREEN

GENERAL NOTES

1.…

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