Solicitation_Attachment_4_-_DRAWINGS_Vol2of4.pdf

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NORTH CAROLINA AIR NATIONAL GUARD

C-17 CORROSION CONTROL AND FUEL CELL HANGAR

145th AIRLIFT WING

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

CONTRACT NO.: W9133L-15-D-0002

TASK ORDER NO.: D303

PN: FJRP159062

B-3 FINAL DESIGN SUBMISSION

17 AUGUST 2018

VOLUME 2 OF 4

GENERAL, STRUCTURAL

DRAWING INDEX

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

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G-001

D. FLIPPEN

N. FREY

B. DYSON

GENERAL

DRAWING INDEX

ELECTRICAL

E-001 ELECTRICAL SYMBOL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

E-002 C-17 HANGAR AREA CLASSIFICATION PLAN

ED101 ELECTRICAL SITE DEMOLITION PLAN

ES101 C-17 HANGAR ELECTRICAL SITE PLAN

EL101 C-17 HANGAR LIGHTING PLAN - OVERALL

EL102 C-17 HANGAR PARTIAL LIGHTING PLAN - AREA A

EL103 C-17 HANGAR PARTIAL LIGHTING PLAN - AREA B AND C

EL104 C-17 HANGAR PARTIAL LIGHTING PLAN - AREA D

EL105 C-17 HANGAR PARTIAL LIGHTING PLAN - AREA E

EL106 C-17 HANGAR PARTIAL UPPER LEVEL LIGHTING PLAN - AREA D

EL107 C-17 HANGAR PARTIAL UPPER LEVEL LIGHTING PLAN - AREA E

EL108 C-17 HANGAR MECHANICAL PLATFORM LIGHTING PLAN - AREA A & C

EP101 C-17 HANGAR POWER PLAN - OVERALL

EP102 C-17 HANGAR PARTIAL POWER PLAN - AREA A

EP103 C-17 HANGAR PARTIAL POWER PLAN - AREA B AND C

EP104 C-17 HANGAR PARTIAL POWER PLAN - AREA D

EP105 C-17 HANGAR PARTIAL POWER PLAN - AREA E

EP106 C-17 HANGAR MECHANICAL PLATFORM POWER PLAN - AREA A & C

EP107 C-17 HANGAR PARTIAL ROOF POWER PLAN - AREA A

EP108 C-17 HANGAR PARTIAL ROOF POWER PLAN - AREA B

EG101 GROUNDING AND LIGHTNING PROTECTION PLAN

EG102 C-17 HANGAR AIRCRAFT GROUNDING PLAN - AREA D

EG103 C-17 HANGAR AIRCRAFT GROUNDING PLAN - AREA E

E-112 C-17 FIRE PUMP BUILDING - ELECTRICAL PLANS

E-401 C-17 HANGAR ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-601 C-17 HANGAR - ELECTRICAL SINGLE LINE DIAGRAM

E-602 C-17 HANGAR ELECTRICAL GROUNDING RISER DIAGRAM

E-701 LIGHTING FIXTURE SCHEDULE

E-702 FEEDER SCHEDULE

E-711 C-17 HANGAR PANEL SCHEDULES

E-712 C-17 HANGAR PANEL SCHEDULES

E-713 C-17 HANGAR PANEL SCHEDULES

E-801 MECHANICAL EQUIPMENT SCHEDULE

E-802 PLUMBING AND ELECTRICAL EQUIPMENT SCHEDULES

TELECOMMUNICATIONS & SECURITY

T-001 TELECOM SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

TS101 SITE PLAN

T-101 TELECOM OVERALL TELECOM PLAN

T-102 TELECOM C-17 HANGAR PARTIAL TELECOM PLAN-AREA A

T-103 TELECOM C-17 HANGAR PARTIAL TELECOM PLANS-AREA B AND C

T-104 TELECOM C-17 HANGAR PARTIAL FLOOR PLANS-MECHANICAL PLATFORMS

T-105 TELECOM C-17 HANGAR PARTIAL TELECOM PLAN-AREA D

T-106 TELECOM C-17 HANGAR PARTIAL TELECOM PLANS - AREA E

T-201 TELECOM RACK ELEVATIONS

T-202 CONDUIT ELEVATIONS

T-401 ENLARGED TELECOM PLANS

TS401 ENLARGED COMM HUT 72 PLAN AND DETAILS

T-501 TELECOM OUTLET DETAILS

T-502 TELECOM DETAILS

T-503 SECURITY DETAILS

T-504 TELECOM SITE DETAILS

T-601 TELECOM ONE-LINE DIAGRAMS

T-602 SECURITY ONE-LINE DIAGRAMS

MECHANICAL

M-001 HVAC GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

M-101 C-17 HANGAR OVERALL HVAC PLAN

M-102 C-17 HANGAR PARTIAL HVAC PLAN - AREA A

M-103 C-17 HANGAR PARTIAL HVAC PLANS - AREAS B AND C

M-104 C-17 HANGAR PARTIAL HVAC PLAN - AREA D

M-105 C-17 HANGAR PARTIAL HVAC PLAN - AREA E

M-106 C-17 HANGAR MECHANICAL EQUIPMENT PLATFORMS HVAC PLANS

M-112 C-17 FIRE PUMP BUILDING HVAC PLAN

M-141 C-17 HANGAR HVAC ROOF PLAN

M-301 C-17 HANGAR HVAC SECTIONS

M-302 C-17 HANGAR HVAC SECTIONS

M-303 C-17 HANGAR HVAC SECTIONS

M-401 C-17 HANGAR HVAC ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-601 C-17 HANGAR HVAC SCHEDULES

M-602 C-17 HANGAR HVAC SCHEDULES

M-701 HVAC CONTROL DIAGRAMS

M-702 HVAC CONTROL DIAGRAMS

M-703 HVAC BAS POINT FUNCTION SCHEDULE

M-704 HVAC BAS POINT FUNCTION SCHEDULE

PLUMBING

P-001 PLUMBING GENERAL NOTES, LEGEND, AND ABBREVIATIONS

P-101 C-17 HANGAR OVERALL SANITARY PIPING PLAN

P-102 C-17 HANGAR PARTIAL SANITARY PIPING PLAN - AREA A

P-103 C-17 HANGAR PARTIAL SANITARY PIPING PLANS - AREAS B AND C

P-104 C-17 HANGAR PARTIAL SANITARY PIPING PLAN - AREA D

P-105 C-17 HANGAR PARTIAL SANITARY PIPING PLAN - AREA E

P-106 C-17 HANGAR MECHANICAL EQUIPMENT PLATFORM SANITARY PLANS

P-111 C-17 HANGAR OVERALL PLUMBING PIPING PLAN

P-112 C-17 HANGAR PARTIAL PLUMBING PIPING PLAN - AREA A

P-113 C-17 HANGAR PARTIAL PLUMBING PIPING PLAN - AREAS B AND C

P-114 C-17 HANGAR PARTIAL PLUMBING PIPING PLAN - AREA D

P-115 C-17 HANGAR PARTIAL PLUMBING PIPING PLAN - AREA E

P-116 C-17 HANGAR MECHANICAL EQUIPMENT PLATFORM PLUMBING PIPING PLAN

P-131 C-17 PUMP HOUSE SANITARY AND WATER PIPING PLAN

P-401 C-17 HANGAR ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 C-17 HANGAR SANITARY PIPING RISER DIAGRAM

P-902 C-17 HANGAR SANITARY PIPING RISER DIAGRAM AREAS C, D, E, A

P-903 C-17 HANGAR DOMESTIC WATER PIPING RISER DIAGRAM AREAS C, D, E

P-904 C-17 HANGAR DOMESTIC WATER PIPING RISER DIAGRAM AREAS A AND B

FIRE SUPPRESSION

FX-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FX-100 OVERALL FIRE SUPPRESSION SITE PLAN

FX-101 C-17 HANGAR OVERALL FLOOR PLAN

FX-102 C-17 HANGAR PARTIAL FLOOR PLAN - AREA A

FX-103 C-17 HANGAR PARTIAL FLOOR PLAN - AREAS B AND C

FX-104 C-17 HANGAR PARTIAL FLOOR PLAN - AREA D

FX-105 C-17 HANGAR PARTIAL FLOOR PLAN - AREA E

FX-106 C-17 HANGAR FLOOR PLAN - MECHANICAL MEZZANINES

FX-112 C-17 FIRE PUMP BUILDING FLOOR PLAN AND SECTIONS

FX-113 C-17 FIRE PUMP BUILDING ISOMETRIC VIEWS

FX-501 DETAILS

FX-502 ENLARGED PLANS AND DETAILS

FIRE ALARM

FA-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FA-101 C-17 HANGAR OVERALL FLOOR PLAN

FA-102 C-17 HANGAR PARTIAL FLOOR PLAN - AREA A

FA-103 C-17 HANGAR PARTIAL FLOOR PLAN - AREAS B AND C

FA-104 C-17 HANGAR PARTIAL FLOOR PLAN - AREA D

FA-105 C-17 HANGAR PARTIAL FLOOR PLAN - AREA E

FA-106 C-17 HANGAR FLOOR PLAN - MECHANICAL MEZZANINES AND FIRE PUMP BUILDING

FA-501 DETAILS AND RISER DIAGRAM

FA-502 HANGAR MATRICES OF OPERATION

ARCHITECTURAL

A-001 GENERAL NOTES

A-101 C-17 HANGAR OVERALL FLOOR PLAN

A-102 C-17 HANGAR PARTIAL FLOOR PLAN - AREA A

A-102A C-17 HANGAR PARTIAL FLOOR PLAN - OPTIONAL LINE ITEMS

A-103 C-17 HANGAR PARTIAL FLOOR PLANS - AREAS B AND C

A-104 C-17 HANGER PARTIAL FLOOR PLAN - AREA D

A-105 C-17 HANGAR PARTIAL FLOOR PLAN - AREA E

A-106 C-17 HANGAR MECHANICAL EQUIPMENT PLATFORM PLANS

A-112 FIRE PUMP BUILDING

A-121 C-17 HANGAR OVERALL REFLECTED CEILING PLAN

A-122 C-17 HANGAR PARTIAL REFLECTED CEILING PLAN - AREA A

A-123 C-17 HANGAR PARTIAL REFLECTED CEILING PLANS - AREAS B AND C

A-124 C-17 HANGAR PARTIAL REFLECTED CEILING PLAN - AREA D

A-125 C-17 HANGAR PARTIAL REFLECTED CEILING PLAN - AREA E

A-126 C-17 HANGAR PARTIAL REFLECTED CEILING PLANS - AREAS A AND C

A-141 C-17 HANGAR OVERALL ROOF PLAN

A-142 C-17 HANGAR PARTIAL ROOF PLAN - AREA A

A-143 C-17 HANGAR PARTIAL ROOF PLAN - AREA B

A-201 C-17 HANGAR EXTERIOR ELEVATIONS

A-202 C-17 HANGAR EXTERIOR ELEVATIONS

A-203 C-17 HANGAR PARTIAL EXTERIOR ELEVATIONS

A-301 C-17 HANGAR BUILDING SECTIONS

A-401 C-17 HANGAR ENLARGED PLANS AND INTERIOR ELEVATIONS

A-402 C-17 HANGAR ENLARGED PLANS AND INTERIOR ELEVATIONS

A-403 C-17 HANGAR ENLARGED SECTIONS AND INTERIOR ELEVATIONS

A-421 C-17 HANGAR ENLARGED STAIR PLANS AND SECTIONS

A-422 C-17 HANGAR ENLARGED STAIR PLANS AND SECTIONS

A-423 C-17 HANGAR LADDER DETAILS

A-451 C-17 HANGAR STAIR DETAILS

A-501 C-17 HANGAR EXTERIOR WALL SECTIONS

A-502 C-17 HANGAR EXTERIOR WALL SECTIONS

A-503 C-17 HANGAR EXTERIOR WALL SECTIONS

A-511 EXTERIOR WALL DETAILS

A-512 EXTERIOR WALL DETAILS

A-521 ENLARGED PLAN DETAILS

A-522 ENLARGED PLAN DETAILS

A-531 EXTERIOR DETAILS

A-532 EXTERIOR DETAILS

A-533 EXTERIOR DETAILS

A-534 EXTERIOR DETAILS

A-571 INTERIOR DETAILS

A-572 INTERIOR DETAILS

A-573 INTERIOR DETAILS

A-601 MATERIAL LEGEND

A-602 C-17 HANGAR ROOM FINISH SCHEDULES

A-604 C-17 HANGAR AND FIRE PUMP BUILDING DOOR SCHEDULE

A-606 WINDOW TYPES

A-607 STRUCTURED POLYCARBONTE WALL PANEL TYPES

A-701 PARTITION TYPES

A-702 DOOR DETAILS

A-703 DOOR DETAILS

A-704 HANGAR DOOR ELEVATIONS AND DETAILS

A-705 STOREFRONT AND CURTAINWALL DETAILS

A-706 LOUVER TYPES AND DETAILS

A-711 TYPICAL PARTITION DETAILS

EQUIPMENT

Q-101 C-17 HANGAR OVERALL EQUIPMENT PLAN

Q-102 C-17 HANGAR PARTIAL EQUIPMENT AND ROOF PLANS - AREAS A AND B

Q-301 C-17 HANGAR BUILDING SECTIONS

Q-601 C-17 HANGAR EQUIPMENT SCHEDULE

GENERAL

G-000 COVER

G-001 DRAWING INDEX

G-002 NOTES, ABBREVIATIONS, AND SYMBOLS

LIFE SAFETY

LS-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

LS-002 CODE COMPLIANCE SITE PLAN

LS-101 C-17 HANGAR OVERALL FLOOR PLAN

CIVIL

C-001 NOTES, LEGENDS & ABBREVIATIONS

C-002 CONSTRUCTION PLAN

C-101 EXISTING CONDITIONS PLAN

CD-101 SITE DEMOLITION PLAN

CS-100 OVERALL SITE LAYOUT PLAN

CS-101 SITE LAYOUT PLAN

CS-102 JOINT LAYOUT PLAN

CS-401 ENLARGED SITE LAYOUT PLAN

CG-101 SITE GRADING & DRAINAGE PLAN

CG-111 EROSION & SEDIMENT CONTROL PLAN - PHASE I

CG-121 EROSION & SEDIMENT CONTROL PLAN - PHASE II

CG-501 EROSION & SEDIMENT CONTROL NOTES AND DETAILS

CG-502 EROSION & SEDIMENT CONTROL NOTES AND DETAILS

CU-101 SITE UTILITY PLAN

CU-201 UTILITY PROFILES

CU-202 UTILITY PROFILES

CU-203 UTILITY PROFILES

CU-204 UTILITY PROFILES

CU-205 UTILITY PROFILES

CU-401 UTILITY PROFILES

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

C-505 CONSTRUCTION DETAILS

C-506 CONSTRUCTION DETAILS

LANDSCAPE

L-101 LANDSCAPE PLANS

L-500 LANDSCAPE DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 WIND LOAD DIAGRAMS & ABBREVIATIONS

S-101 C-17 HANGAR OVERALL FOUNDATION PLAN

S-102 C-17 HANGAR PARTIAL FOUNDATION PLAN - AREA A

S-103 C-17 HANGAR PARTIAL FOUNDATION PLAN - AREAS B AND C

S-104 C-17 HANGAR PARTIAL FOUNDATION PLAN - AREA D

S-105 C-17 HANGAR PARTIAL FOUNDATION PLAN - AREA E

S-112 C-17 FIRE PUMP HOUSE PLANS AND ELEVATIONS

S-121 C-17 HANGAR - OVERALL FRAMING PLAN - EQUIPMENT PLATFORM & LOW ROOF

S-122 C-17 HANGAR - PARTIAL FRAMING PLAN - EQUIPMENT PLATFORM & LOW ROOF - AREA A

S-123 C-17 HANGAR - PARTIAL FRAMING PLANS - EQUIPMENT PLATFORM & LOW ROOF - AREAS B & C

S-141 C-17 HANGAR - OVERALL FRAMING PLAN - UPPER EQUIPMENT PLATFORM & MID-ROOF BOTTOM

CHORD LEVEL

S-142 C-17 HANGAR - PARTIAL FRAMING PLANS - EQUIPMENT PLATFORMS - AREAS A AND C

S-143 C-17 HANGAR - PARTIAL FRAMING PLAN - MID-ROOF BOTTOM CHORD LEVEL - AREA D

S-151 C-17 HANGAR - OVERALL FRAMING PLAN - MID-ROOF & UPPER ROOF BOTTOM CHORD LEVEL

S-152 C-17 HANGAR PARTIAL FRAMING PLAN - MID-ROOF LEVEL - AREA D

S-153 C-17 HANGAR PARTIAL FRAMING PLAN UPPER ROOF BOTTOM CHORD LEVEL - AREA E

S-161 C-17 HANGAR UPPER ROOF FRAMING PLAN

S-201 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-202 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-203 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-204 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-205 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-206 C-17 HANGAR TRUSS ELEVATIONS

S-207 C-17 HANGAR TRUSS ELEVATIONS

S-208 C-17 HANGAR TRUSS ELEVATIONS

S-209 C-17 HANGAR CMU WALL ELEVATIONS

S-210 C-17 HANGAR CMU WALL ELEVATIONS

S-211 C-17 HANGAR CMU WALL ELEVATIONS

S-212 C-17 HANGAR CMU WALL ELEVATIONS

S-421 STAIR FRAMING PLANS AND SECTIONS

S-422 STAIR FRAMING PLANS AND SECTIONS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 TYPICAL DETAILS

S-504 TYPICAL DETAILS

S-505 TYPICAL DETAILS

S-506 TYPICAL DETAILS

S-510 SECTIONS & DETAILS

S-511 SECTIONS & DETAILS

S-512 SECTIONS & DETAILS

S-520 SECTIONS & DETAILS

S-521 SECTIONS & DETAILS

S-522 SECTIONS & DETAILS

S-523 SECTIONS & DETAILS

S-526 SECTIONS & DETAILS

S-527 SECTIONS & DETAILS

GENERAL SYMBOLS

MATCH LINE

KEYED NOTE

DOOR TAG

PARTITION TYPE TAG

(FIRST DIGIT INDICATES HOURLY FIRE RATING)

ELEVATION TARGET

NORTH ARROW

REVISION CLOUD

REVISION DESIGNATION TAG

WINDOW / LOUVER TYPE TAG

COLUMN REFERENCE

BREAK LINE

INDICATES PLAN NORTH

INTERIOR ELEVATION DESIGNATION

EXTERIOR ELEVATION DESIGNATION

SECTION / DETAIL DESIGNATION

DETAIL DESIGNATION

DRAWING /DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING/DETAIL LIMITS

DRAWING / DETAIL LOCATION

DESIGNATION

DRAWING NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING / DETAIL LOCATION DESIGNATION

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING SCALE

ROOM TAG

GLASS TAGG1

A1

A-100

A1

A-100

A1

A-200

A1A-400

W1

N

1A

MATCH LINE

A1 / A-101

A1

DRAWING NAME

1/8" = 1'-0"

A-123

DRAWING DESIGNATION

ROOM NAME

ROOM NUMBER

ROOM NAME

ELEMENT ELEVATED

EL:XX' - XX"

PROJECT GENERAL NOTES

1. THIS DRAWING HAS GENERAL INFORMATION, NOT ALL MAY APPLY TO THIS PROJECT.

2. THE "OWNER" IS THE NORTH CAROLINA AIR NATIONAL GUARD. THE "ARCHITECT/ENGINEER" IS

JACOBS.

3. IF, AT ANY TIME, THE CONTRACTOR DISCOVERS A CONDITION WHICH CONFLICTS WITH THE

DRAWINGS AND/OR SPECIFICATION OR IF THE CONTRACTOR DISCOVERS AN UNCLEAR OR

MISLEADING DIRECTIVE GIVEN IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL

BRING THE ISSUE IMMEDIATELY TO THE ATTENTION OF THE COR.

4. DO NOT SCALE THE DRAWINGS - FOLLOW WRITTEN DIMENSIONS ONLY.

5. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION AND/OR

CONSTRUCTION.

6. ALL WORK INDICATED ON THE DRAWINGS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR

UNLESS OTHERWISE NOTED.

7. KEYED NOTES LISTED ON DRAWINGS REFER ONLY TO THOSE KEYED NOTE SYMBOLS ASSOCIATED

WITH THE PARTICULAR DRAWING WHERE THE KEYED NOTES ARE LISTED.

8. RESPECTIVE PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION SUBCONTRACTORS

SHALL PROVIDE GENERAL CONTRACTOR WITH ALL REQUIRED ACCESS PANELS FOR GENERAL

CONTRACTOR TO INSTALL IN THE BUILDING.

9. ALL EXPOSED STEEL SHALL BE PAINTED UNLESS OTHERWISE NOTED.

10. THERE ARE NO ASBESTOS CONTAINING MATERIALS SPECIFIED AND THEY SHALL NOT BE USED ON

THIS PROJECT.

11. COORDINATE THE WORK OF ALL TRADES AND CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE COR AND SHALL BE RESOLVED BEFORE PROCEEDING WITH

THE WORK.

12. THE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, FIRE ALARM, ELECTRICAL, TELECOMMUNICATIONS, EQUIPMENT AND SECURITY DRAWINGS, ARE SUPPLEMENTARY TO THE

ARCHITECTURAL DRAWINGS. IF A DISCREPANCY EXISTS BETWEEN THE ARCHITECTURAL DRAWINGS AND ENGINEER'S DRAWINGS, SUCH DISCREPANCY SHALL BE BROUGHT TO THE COR'S ATTENTION IN WRITING PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE

ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT CONTRACTOR'S

EXPENSE.

13. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR

DETAILS SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT.

14. REFER TO FIRE SUPPRESSION AND ALARM DRAWINGS AND ELECTRICAL DRAWINGS FOR LOCATIONS

OF FIRE ALARM HORNS/STROBES, EXIT SIGNS, AND EMERGENCY LIGHTING.

15. RUBBER-TIRED EQUIPMENT SHALL BE USED FOR TRANSPORTING MATERIALS AND EQUIPMENT ON PAVED SURFACES AND WITHIN THE BUILDING. VEHICLES MOVING ON FLOOR SLABS SHALL HAVE TIRE

BOOTS. DUCT TAPE ON TIRES IS NOT ALLOWED.

16. EXPOSED CONCRETE FLOORS SHALL BE PROTECTED DURING CONSTRUCTION AND SHALL BE FREE OF ALL CONSTRUCTION MARKERS, STAINS, PAINTS, OIL, OR OTHER DEFECTS. PATCH, IF REQUIRED, PRIOR TO HARDENING AND SEALING.

17. CONFINE EQUIPMENT, STORAGE OF MATERIALS, AND OPERATIONS OF WORKERS TO LIMITS

INDICATED AND AS DIRECTED.

18. ALL TRUCKS HAULING DEBRIS FROM THE PROJECT SITE OR MATERIAL TO THE PROJECT SHALL BE

EQUIPPED WITH THE MEANS TO COVER LOADS AND WITH WATERPROOF TAILGATES WHICH SHUT

TIGHTLY AND DO NOT PERMIT THE DEBRIS TO SPILL FROM THE TAILGATE AREA. TRUCK BEDS SHALL BE SWEPT CLEAN AT THE TAILGATE BEFORE LEAVING FROM THE WORK AREA. SIDEBOARDS SHALL BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES WILL TRUCKS BE PERMITTED TO BE LOADED

GREATER THAN THE LEGAL LIMIT OR HIGHER THAN THE SIDEBOARDS.

19. OWNER WILL MAKE USE OF THE AREAS IN AND SURROUNDING THE CONSTRUCTION AREAS. EVERY EFFORT SHALL BE MADE TO MINIMIZE THE DISTURBANCE TO EMPLOYEES, PATRONS, AND TENANTS.

20. MANUFACTURER'S NAME AND/OR MODEL NUMBERS ARE BEING UTILIZED FOR BASIS OF DESIGN ONLY.

THE SPECIFICATION OUTLINES THE SPECIFIC CRITERIA FOR THE EQUIPMENT OR MATERIAL AND IS

NON-PROPRIETARY.

21. ALL UTILITY LINES IN PUBLIC AREAS SHALL BE ENCLOSED IN FLOOR, WALL OR CEILING

CONSTRUCTION UNLESS OTHERWISE NOTED.

22. MANUFACTURED MATERIALS, EQUIPMENT, ETC SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS, INSTRUCTIONS, AND ABA REQUIREMENTS UNLESS

OTHERWISE NOTED.

23. IF DRAWINGS IN THIS SET ARE NOT 30"x 42" THEY HAVE BEEN REVISED FROM THEIR ORIGINAL SIZE.

SCALES NOTED ON PLANS AND DETAILS ARE NO LONGER APPLICABLE.

24. PROVIDE A RED LINED "RECORD" CONSTRUCTION DOCUMENT SET AT THE SITE. THE OWNER

RESERVES THE RIGHT TO REVIEW THESE DOCUMENTS ON A DAILY BASIS.

25. LOCATE ALL UNDERGROUND UTILITIES, ETC. PRIOR TO THE START OF CONSTRUCTION.

26. KEEP MEANS OF EGRESS STAIRS AND CORRIDORS PROPERLY ILLUMINATED AND FREE OF

OBSTRUCTIONS AT ALL TIMES DURING CONSTRUCTION.

27. WORK SHALL CONFORM TO APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR

SHALL OBTAIN ALL REQUIRED BUILDING AND OCCUPANCY PERMITS.

28. ESTABLISH A SITE BENCHMARK FOR ALL SUBCONTRACTORS TO USE. ALL TRADES SHALL USE THE

SAME BENCHMARK

29. ITEMS INDICATED ON THE DRAWINGS AS "GFGI" MEANS GOVERNMENT FURNISHED AND GOVERNMENT

INSTALLED. COORDINATE WITH THE GOVERNMENT FOR THE REQUIRED POWER, PLUMBING, AND

OTHER REQUIRED UTILITIES AS APPLICABLE.

30. ITEMS INDICATED ON THE DRAWINGS AS "GFCI" MEANS GOVERNMENT FURNISHED AND CONTRACTOR

INSTALLED. COORDINATE WITH ALL SCOPE OF WORK.

31. ALL SUSPENDED ITEMS OF THE WORK EXCEEDING 31 POUNDS IN WEIGHT (EXCLUDING DISTRIBUTED SYSTEMS SUCH AS PIPING NETWORKS) SHALL BE ANCHORED TO RESIST A HORIZONTAL LOAD EQUAL TO 0.5 TIMES THE COMPONENT WEIGHT IN ACCORDANCE WITH UFC 4-010-01. THIS REQUIREMENT DOES NOT PRECLUDE REQUIREMENTS FOR SEISMIC ANCHORAGE IN ACCORDANCE WITH ASCE 7-05

AND THE PROJECT SPECIFICATIONS. FOR ADDITIONAL INFORMATION ON EQUIPMENT SUPPORT

FRAMING REFERENCE STRUCTURAL.

32. FOR LIFE SAFETY PLANS REFER TO LS-101.

33. FOR SIGNAGE SCHEDULE REFER TO SPECIFICATION SECTION 10 14 00 SIGNAGE. FOR TYPICAL SIGN

MOUNTING HEIGHTS REFER TO A-001.

34. DO NOT PAINT BUILDING GROUNDING CABLES.

35. PROVIDE SURFICIAL TERMITE TREATMENT UNDER ENTIRE FOOT PRINT OF THE C-17 HANGAR.

36. ALL PENETRATIONS THROUGH SHEET METAL ROOF SHALL BE COORDINATED WITH THE SHEET METAL

ROOFING MANUFACTURER / INSTALLER TO ENSURE PENETRATIONS LAND BETWEEN

SEAMS/BATTENS. MOUNT ALL PIPING, EQUIPMENT, DUCTWORK, ETC. AS HIGH AS POSSIBLE IN ALL AREAS UNLESS OTHERWISE NOTED. ALL HANGER SUPPORTS SHALL BE ATTACHED TO STRUCTURAL

STEEL. NOTHING MAY BE SUPPORTED FROM ROOF DECK.

37. ANY OF THE SYMBOLS / MATERIAL REFERENCED ON THIS DRAWING MAY OR MAY NOT OCCUR AS A

PART OF THIS PROJECT AND ARE PROVIDED FOR REFERENCE ONLY.

GENERAL ABBREVIATIONS

ABA ARCHITECTURAL BARRIERS ACT

ACI AMERICAN CONCRETE INSTITUTE

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTURCITON

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION AND AIR

CONDITIONING ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING AND

MATERIALS

AV AUDIO VISUAL

AWP ACOUSTIC WALL PANEL

BD BOARD

BLDG BUILDING

BM BEAM

BOT BOTTOM

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CARPET TILE

DIA DIAMETER

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL REFERENCE ELEVATION

ELEC ELECTRIC OR ELECTRICAL

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXPAN EXPANSION

EXT EXTERIOR

EXTG EXISTING

FCO FLOOR CLEAN OUT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES AND

EQUIPMENT

FIN FINISH

FLR FLOOR

FM FACTORY MANUAL

GA GAGE OR GAUGE

GALV GALVANIZED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GL GLASS

GYP GYPSUM

OA OVERALL

OC ON CENTER

OFD OVERFLOW DRAIN

OH OPPOSITE HAND

OLI OPTIONAL LINE ITEM

OPNG OPENING

OPP OPPOSITE

PART PARTITION

PH PHASE

PLAM PLASTIC LAMINATE

PLAS PLASTIC OR PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATED

PRESS PRESSURE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RISER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCED STEEL BAR

REF REFERENCE

REQ'D REQUIRED

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SHT SHEET

SIM SIMILAR

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

SPEC SPECIFICATION(S)

SQ SQUARE

SF SQUARE FOOT

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

T TREAD

TELECOM TELECOMMUNICATIONS

THK THICK OR THICKNESS

TOC TOP OF CONCRETE

TBD TO BE DETERMINED

TCNA TILE COUNCIL OF NORTH

AMERICA

TOS TOP OF SLAB

TPO THERMOPLASTIC POLYOLEFIN

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

V VOLTS

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WD WOOD

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

HD HEAD

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HT HEIGHT

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

IT INFORMATION TECHNOLOGY

JAN JANITOR

JT JOINT

LAM LAMINATE

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

N NORTH

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRIC

MANUFACTURERS ASSOCIATION

NGB NATIONAL GUARD BUREAU

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

MATERIAL LEGEND

STEEL

THERMAL INSULATION (BATT)

THERMAL INSULATION (RIGID)

GYPSUM BOARD

CONCRETE

EARTH

GRANULAR FILL

ACOUSTICAL PANEL CEILING

WOOD ROUGH

CMU

WOOD BLOCKING, SHIM

PARTICLEBOARD OR PLYWOOD

GLASS

CARPET

SOLID SURFACE MATERIAL

LOCATION MAP

PROJECT SITE

NOT TO SCALE

PROJECT SITE - C-17 HANGAR

NOT TO SCALE

PROJECT LOCATION

OPTIONAL LINE ITEMS (OLI) GENERAL NOTES

1. OPERABLE PARTITION WITH STRUCTURAL SUPPORTS AND WING WALL TO REPLACE PARTITION TYPE

0E BETWEEN CLASSROOMS - SEE A1/A-102A AND C1/A-571 FOR INFORMATION

2. FUEL RESISTANT RESINOUS FLOORING - REFER TO A-602 FOR INFORMATION

3. ADDITION OF HANGAR FLOOD LIGHTING - REFER TO ELECTRICAL DRAWINGS

4. ACE HVAC DUCTWORK - REFER TO MECHANICAL DRAWINGS

5. LANDSCAPING AND ORNAMENTAL FENCE / KNEE WALL - REFER TO LANDSCAPE AND CIVIL DRAWINGS

6. DEMOUNTABLE PARTITIONS - REFER TO NOTES AND PLAN ON SHEET A102A FOR INFORMATION

7. EXTERIOR FLIGHT LINE SIGNAGE. REFER TO A-202 FOR INFORMATION

IAINNFCOQUEIAEENTSCI

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018 12" = 1'-0"

/8

/2

:3

:5

P

M B

IM

/U

S

N o rt h C a ro lin a A ir N a ti o n a l G u a rd /N

C A

N G

C

H a n g a r

A

R C

H

V

.r v t

G-002

D. FLIPPEN

N. FREY

B. DYSON

GENERAL

NOTES, ABBREVIATIONS,

AND SYMBOLS

N

N

IAINNFCOQUEIAEENTSCI

G E

O G

R A

PH

I AE PENE T

R A

M U

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N A T I O N A L

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018

/8

/2

:2

:0

P

M B

IM

/U

S

N o rt h C a ro lin a A ir N a ti o n a l G u a rd /N

C A

N G

C

H a n g a r

S

T R

U C

V

.r v t

S-001

HORSTMANN

HILLIARD

BRAXMEIER

STRUCTURAL

GENERAL NOTES

a a aa a a a a a

3 3 a a

UPPER ROOF

UPPER ROOF

MID-ROOF

LOW

ROOF

LOW

ROOF

LOW ROOF

.5 54

2a

2a

2a

2a a a a a

.5

2a

2a

2a

2 22 a a a

2a

2a a a a a a

.5 a aa a a a a a a a

NOTE: AT ALCOVES, CANOPIES, AND ROOF TRUSS OVERHANGS THE TOTAL UPLIFT PRESSURE

ON THE SOFFIT OR CANOPY SHALL EQUAL THE WALL PRESSURE IN THAT AREA.

ZONE 4/5 WALL

PRESSURE ZONE 4/5 WALL

PRESSURESECTION AT ALCOVE SECTION AT CANOPY

CANOPY

NOTE: PARAPETS SHALL BE DESIGNED FOR THE WIND PRESSURE LOAD

CASES SHOWN ABOVE:

CASE 1 & CASE 2 WIND PRESSURES ARE APPLIED INDEPENDENTLY.

PARAPET LOAD CASE 1 PARAPET LOAD CASE 2

O U

T S

ID

E

IN

S

ID

E

WALL

ZONE 4/5

WALL

ZONE 4/5

ROOF

ZONE 2/3

WALL

ZONE 4/5

ZONE 4 WALL

PRESSURE OR

1.15X ZONE 5

WALL PRESSURE

NOTES:

PLUS & MINUS SIGNS SIGNIFY PRESSURE ACTING

TOWARD AND AWAY FROM THE SURFACE, RESPECTIVELY.

WIND PRESSURES ARE ULTIMATE PRESSURES

AND HAVE BEEN CALCULATED IN ACCORDANCE

WITH THE REQUIREMENTS OF ASCE 7-10, UFC 3-

301-01, AND IBC 2015.

1.

2.

IN ORDER TO OBTAIN ALLOWABLE/NOMINAL

PRESSURES, ULTIMATE PRESSURES SHALL BE

MULTIPLIED BY 0.6.

3.

A2/S-002: DISTANCE a = 11'-11" C2/S-002: DISTANCE a = 8'-2 1/2" D3/S-002: DISTANCE a = 3'-0"

4.

5.

* ATTACHMENT AT ROOFTOP EQUIPMENT

TO ROOF CURB AND/OR SUPPORT

STRUCTURE SHALL BE DESIGNED BY THE

MECHANICAL SUBCONTRACTOR

DELEGATED ENGINEER FOR WIND

PRESSURES ABOVE. SUBMIT PROPOSED

ATTACHMENT TO STRUCTURAL AND

MECHANICAL ENGINEER FOR REVIEW AND

APPROVAL.

6.

HANGAR UPPER-ROOF & ALL WALLS (A2/S-002)

COMPONENTS & CLADDING

WIND PRESSURE (PSF)

AREA ZONE

TRIBUTARY AREA (SF)

10 20 50 >100

ROOF

WALL

+61.1 / -76.3 +59.1 / -72.3 +56.4 / -66.9 +54.4 / -62.95

ZONE 4 WALL

PRESSURE OR 1.15X

ZONE 5 WALL

PRESSURE

+61.1 / -64.9 +59.1 / -62.9 +56.4 / -60.2 +54.4 / -58.2

+44.2 / -94.9 +41.7 / -88.6 +38.3 / -80.2 +35.8 / -73.8 +44.2 / -61.1 +41.7 / -59.9 +38.3 / -58.2 +35.8 / -56.9

HANGAR MID-ROOF (A2/S-002)

COMPONENTS & CLADDING

WIND PRESSURE (PSF)

AREA ZONE

TRIBUTARY AREA (SF)

10 20 50 >100

ROOF

+44.0 / -94.5 +41.5 / -88.1 +38.2 / -79.8 +35.6 / -73.5 +44.0 / -60.8 +38.2 / -57.9 +35.6 / -56.6

ROOF TOP EQUIPMENT

COMPONENTS & CLADDING

WIND PRESSURE (PSF)

VERTICALHORIZONTAL

-80.2± 63.3

HANGAR LOW ROOF (A2/S-002)

COMPONENTS & CLADDING

WIND PRESSURE (PSF)

AREA ZONE

TRIBUTARY AREA (SF)

10 20 50 >100

ROOF

+43.3 / -92.8 +40.8 / -86.6 +37.5 / -78.4 +35.0 / -72.2 +43.3 / -59.8 +40.8 / -58.6 +37.5 / -56.9 +35.0 / -55.7

O U

T S

ID

E

IN

S

ID

E

FOR THE POSITIVE WIND PRESSURE LOAD CASE, ROOF

COMPONENTS & CLADDING WIND PRESSURES IN THIS

REGION SHALL BE DESIGNED USING THE POSITIVE

WIND PRESSURES FOR WALLS FOR REGION 5.

FOR THE POSITIVE WIND PRESSURE LOAD CASE, ROOF

COMPONENTS & CLADDING WIND PRESSURES IN THIS

REGION SHALL BE DESIGNED USING THE POSITIVE

WIND PRESSURES FOR WALLS FOR REGION 4.

+44.2 / -132.9+41.7 / -125.3+38.3 / -115.2+35.8 / -107.6

+44.0 / -132.3+41.5 / -124.7+38.2 / -114.7+35.6 / -107.1

+43.3 / -130.0+40.8 / -122.5+37.5 / -112.7+35.0 / -105.2

+41.5 / -59.6

FIRE PUMP HOUSE (D3/S-002)

COMPONENTS & CLADDING

WIND PRESSURE (PSF)

AREA ZONE

TRIBUTARY AREA (SF)

10 20 50 >100

ROOF

+19.2 / -79.0 +18.0 / -70.6 +16.4 / -59.5 +16.0 / -51.1 +19.2 / -47.1 +18.0 / -45.9 +16.4 / -44.3 +16.0 / -43.1

+19.2 / -119 +18.0 / -98.5 +16.4 / -71.5 +16.0 / -51.1

STRUCTURAL ABBREVIATIONS

HORZ HORIZONTAL

SPA SPACE

SOG SLAB ON GRADE

PROJ PROJECTION

PAF POWER ACTUATED FASTENER

MTL METAL

MEZZ MEZZANINE

MECH MECHANICAL

MANF MANUFACTURER

T/WALL TOP OF WALL

BLDG BUILDING

BOT BOTTOM

B/STL BOTTOM OF STEEL

BRG BEARING

CONT CONTINUOUS

CTRD CENTERED

DWL DOWEL

EXP EXPANSION

FND FOUNDATION

FTG FOOTING

ADDL ADDITIONAL

T/SLAB TOP OF SLAB

ALT ALTERNATE

BM BEAM

BOD BOTTOM OF DECK

BP BASE PLATE

c CAMBER (UPWARD)

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR COVER

CSJ CONSTRUCTION JOINT

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EL ELEVATION

ELEV ELEVATION

EQUIP EQUIPMENT

EW EACH WAY

FD FLOOR DRAIN

FF FAR FACE

FG FINISH GRADE

FV FIELD VERIFY

GALV GALVANIZED

GC GENERAL CONTRACTOR

GRTG GRATING

DIA DIAMETER

THK THICK

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MIN MINIMUM

NA NOT APPLICABLE

NF NEAR FACE

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

PC PIECE

PL PLATE

PSF POUNDS PER SQUARE FOOT

REINF REINFORCEMENT

RTU ROOF TOP UNIT

SEIJ SEALED EDGE ISOLATION JOINT

SEJ SEALED EDGE JOINT

SIM SIMILAR

TP TOP OF PILASTER

T&B TOP AND BOTTOM

TF TOP OF FOOTING

T/STL TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

WWR WELDED WIRE REINFORCEMENT

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

CONST CONSTRUCTION

DIM DIMENSION

EQ EQUAL

MAX MAXIMUM

MISC MISCELLANEOUS

REQ'D REQUIRED

WS WATERSTOP

2a 2a

2a 2a

2a 2a

.2a 2a

4 55

4 55

4 2 a a a a

3 3

3 3

IAINNFCOQUEIAEENTSCI

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018As indicated

/8

/2

:2

:0

P

M B

IM

/U

S

N o rt h C a ro lin a A ir N a ti o n a l G u a rd /N

C A

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H a n g a r

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T R

U C

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.r v t

S-002

HORSTMANN

HILLIARD

BRAXMEIER

STRUCTURAL

WIND LOAD DIAGRAMS

AND ABBREVIATIONS

NTSA2

WIND LOAD DIAGRAM/TABLE

NTSA1

WIND LOAD DIAGRAM/TABLE NOTES

1/16" = 1'-0"

S-201

D3

FIRE PUMP HOUSE WIND LOAD DIAGRAM

HA

HB

HA.5

HC

HD

HE

HE.5

HF

HA.1

H6

H5

H4

H3

H2

H1

HE.9 G.5HB.2 HB.4 HB.6 HB.8

HC.8

HC.6

HC.4

HC.2

S-102

A1

S-103

A3

S-104

A1

S-105

A1

S-103

A1

S-201

C1

S-203

C1

S-205

A1

S-2

A3

S-2

B2

S-205

C1

S-2

C3

S-2

B1

S-2

C4

S-2

A4

S-2

B4

S-210

C3

S-2 10C1

S-212

C1

S-212

C4

S-209

B1

S-2

A3

H

G

S-2

A1

S-211

C1

S-211

C4

J

3.8

G.1 H.1 J.1

S-212

A1

S-209

A1S-2

C1

Ha.5Ha

S-212

A4

S-211

C3

S-201

A1

S-203

A1

S-2

A1

S-2

A2

S-2

A4

S-203

C3

S-203

A3

S-202

C1

S-202

A1

S-211

A1

S-210

A3

S-211

A3

S-211

A4

@ BRACE

@ GIRT

@ BRACE

@ GIRT

@ BRACE

@ GIRT

@ BRACE

@ GIRT

@ BRACE

@ GIRT

@ BRACE @ GIRT

@ BRACE

@ GIRT

@ BRACE

@ BRACE

@ BRACE

@ BRACE

@ BRACE

@ BRACE

Hb

He

He.5

Hf

IAINNFCOQUEIAEENTSCI

G E

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R A

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N A T I O N A L

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U A

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C I

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R

I N

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N

FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018 1/16" = 1'-0"

/8

/2

:2

:0

P

M B

IM

/U

S

N o rt h C a ro lin a A ir N a ti o n a l G u a rd /N

C A

N G

C

H a n g a r

S

T R

U C

V

.r v t

S-101

HORSTMANN

HILLIARD

BRAXMEIER

STRUCTURAL

C-17 HANGAR

OVERALL FOUNDATION PLAN

1/16" = 1'-0"A1

OVERALL FOUNDATION PLAN

1/16" = 1'-0"

8' 16' 32' 48'

B

C

A

KEY PLAN

E

HE

HE.5

HF

H6

H5

H4

H3

H2

HE.9

MATCH LINE

SEE A1 ON SHEET S-103

H

G

J

3.8

G.1 H.1 J.1

0"

0"

0"

0"

9 1 /4"

MATCH LINE

SEE A1 ON SHEET S-105

MATCH LINE

SEE A1 ON SHEET S-104

61' - 7 7/8"

17' - 8 3/16"

38' - 0"

/1 6"

8'

3/

4"

36' - 0"

8' - 0"

28' - 6"

28' - 5"

29' - 7"

1' - 7 5/8" 56' - 4 3/8" 16' - 8 1/16"

6" SLAB ON GRADE

TYP UNO

(SEE A1/S-501)

C3

C16A

C22

C12

C12

C7

C20

C4

C7

C3

C3

C21

C10

C9

C7

C7

C17

5" SLAB ON GRADE

SEE (A1/S-501)

6" SLAB ON GRADE

TYP UNO

(SEE A1/S-501)

6" SLAB ON GRADE

TYP UNO

(SEE A1/S-501)

6" SLAB ON GRADE

TYP UNO

(SEE A1/S-501)

C J

(T Y

P

CJ (TYP)

CJ (TYP)

CJ (

TYP)

CJ (TYP)

CJ (

TYP)

C J

(T Y

P

CJ (TYP)

F80

F160

F150

F150

F150

CF28

TF=97'-4"

F80

F180

F100

C1A

TF = 96'-0"

TF = 96'-0"

TF = 96'-0"

TF = 96'-0"

TF = 97'-6"

TF = 97'-6"

TF = 96'-0"

TF = 97'-6"

TF = 97'-6"

TF = 97'-6"

TF = 94'-6"

F30

TF=99'-0"

CF28

TF=97'-4"

TF = 96'-2"

F180

TF=96'-2"

TF = 95'-0"

F180

TF=96'-0"

D3

S-510

D4

S-510

B2

S-501

TYP @

DOORS

D3

S-510 D5

S-510

D4

S-510 (SIM)

A4

S-501

B1

S-510

C3

S-510

C1

S-510

C2

S-510

C5

S-510

C5

S-510

D1

S-510

C4

S-510

F150

TF=96'-0"

TF = 96'-0"

B5

S-510

B5

S-510 (SIM)

B3

S-511

B2

S-501

TYP @

DOORS

B2

S-511

B2

S-511

B1

S-510

(SIM)

B3

S-511

B3

S-511

C4

S-511

CF15

TF=97'-4"

TF = 95'-0"

TF = 94'-0"

TF = 96'-0"

C1A

TF = 94'-6"

4 3 /16

7 1 3/1

6"

20' - 8 1/16"

C1

6" S

LA

B O

N G

RADE

(S

EE A

1/S -5

" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

C3

S-511

BRACED B

AY

BRACED B

AY

BRACED B

AY

BRACED B

AY

BRACED BAY

BRACED B

AY

BRACED B

AY

BRACED BAY

B R

A C

E D

B A

Y B

R A

C E

D B

A Y

BRACED BAY

C4

S-510

AT DOORWAY

1' - 4"

3'

- 1

0 3 /4"

1'

- 0

1/ 4"

1' - 4"

1'

- 0

1' - 4"

1' - 4"

2' - 0"

2'

- 0

2'

- 0

1'

- 4

7'

- 0

6 3 /16

6 7 /8"

1' - 0"

4"

8"

/16

11 13/16"

10 3/16"

2' - 4 5/8"

7 5 /16

8"

8'

- 0

7/ 8"

8.00°

135.00°

135.00°

5.

6' - 3 5/16"

1'

4"

4"

1' - 4"

1' - 4"

15' - 4 3/8" 28' - 7 7/8"

/1 6"

7'

1/

8"

B2

S-511

45.00°

135.00°

He

He.5

Hf

P1

P1

P1

TF = 96'-0"

3'

8"

4'

0" 5'

0"

STEP

FTG

STEP

FTG

STEP

FTG

4'

6" 9'

0"

2'

0"

7'

4" 5'

0"

STEP

FTG

STEP

FTG

STEP

FTG

STEP

FTG

28' - 0"

2' - 0" 7' - 0"

2' - 0"

STEP F

TG

STEP F

TG

0"

STEP

FTG

TF=97'-6"

TF=97'-6"

2'

0"

STEP

FTG

TF = 96'-4"

TF = 97'-6"

B1

S-511

B3

S-511

S-511

B4

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S-001 & S-002.

2. FOR TYPICAL DETAILS, SEE SHEETS S-501 THRU S-506.

3. TOP OF SLAB ON GRADE EL = 100'-0 TYPICAL UNO.

4. TOP OF FOOTING ELEVATION = 97'-6" TYPICAL UNO.

5. PROVIDE WALL BLOCKOUT AS REQUIRED FOR COLUMN/BASE PLATE INSTALLATION.

6. PROVIDE THICKENED SLABS @ ALL NON-LOAD BEARING CMU WALLS PER A2/S-502 TYPICAL. THICKENED

SLABS/NON-LOAD BEARING WALLS NOT SHOWN. SEE ARCHITECTURAL DRAWINGS FOR WALL

LOCATIONS.

HANGAR COLUMN SCHEDULE

TYPE SIZE BASE PL SIZE (LxWxT) ANCHOR BOLTS

EMBEDMENT

LENGTH

C1 HSS6X6X1/4

DETAIL A1/S-505

WELD SIZE

"T"

14" x 8" x 1" TYPE 1

COLUMN SCHEDULE NOTES:

1. BOTTOM OF BASE PLATE ELEVATION SHALL BE 2" ABOVE TOP OF FOOTING ELEVATION FOR LOCATIONS WITHOUT PILASTERS AND 2"

ABOVE TOP OF PILASTER ELEVATION FOR LOCATIONS WITH PILASTERS, TYP. UNO.

2. SEE C5/S-505 FOR SHEAR LUG TYPES.

REMARKS

C2 HSS6X6X1/2 14" x 14" x 1" TYPE 1

C3

C4

HSS8X8X3/8 16" x 10" x 1 1/2" 4 - 1" Ø TYPE 1 5/16"12"

C5

HSS8X8X1/2 TYPE 3

C6 W14X90 TYPE 2

C7 W14X90 30" x 24" x 2 1/2" 4 - 1 3/4" Ø TYPE 4 5/16"

27" @ FTG'S

45" @ PILASTER

C8 W14X90

36" x 24" x 2"

TYPE 5

27"C9

W14X90 36" x 36" x 2 1/2" 12 - 1 1/2" Ø TYPE 8 5/16"27"C10

W14X90 TYPE 6

C11

W14X132 36" x 24" x 2 1/2" 4 - 1 3/4" Ø TYPE 4 5/16"27"C12

W14X211 32" x 32" x 2" 8 - 1 1/2" Ø TYPE 5 5/16"27"

C13

W14X211 36" x 24" x 2 1/2" TYPE 6

C14

W14X211 TYPE 2

4 - 1" Ø 12"

4 - 3/4" Ø 9"

5/16"

1/4"

20" x 20" x 1" 4- 1" Ø 5/16"12"

W14X233 36" x 24" x 2 1/2" TYPE 4 5/16"27"4 - 1 3/4" Ø

4 - 1 1/2" Ø 5/16"

4 - 1 3/4" Ø 5/16"45"

C16

W14X233 40" x 36" x 2 1/2" TYPE 7 5/16"27"8 - 1 3/4" Ø

C15

W14X233 TYPE 5 5/16"

30" x 30" x 2" 8 - 1 3/4" Ø 27" 5/16"

C17

W14X176 38" x 30" x 2" 8 - 1 1/2" Ø TYPE 5 5/16"27"

40" x 30" x 2" 27"8 - 1 1/2" Ø

38" x 30" x 2" 8 - 1 1/2" Ø 5/16"24"

W14X233 TYPE 2

C18

C19

HSS12X12X1/2

C20

C21

W14X132

20" x 20" x 1 1/2" 4- 1" Ø 5/16"12"

20" x 20" x 1 1/2" 4- 1" Ø 5/16"12"

36" x 36" x 2 1/2" 12 - 1 1/2" Ø TYPE 8 5/16"27"

TYPE 120" x13" x 1" 4 - 3/4" Ø 5/16"9"

C22

W14X90 36" x 36" x 2 1/2" TYPE 8 5/16"27"

C1A HSS6X6X1/4 20" x 7" x 1 1/2" TYPE 1A4 - 3/4" Ø 9" 5/16"

C16A W14X176 +

WT8X50

48" x 36" x 2 1/2" 8 - 1 3/4" Ø TYPE 10 5/16"27"

SHEAR LUG TYPE A

SHEAR LUG TYPE A

12 - 1 1/2" Ø

SHEAR LUG TYPE A

SHEAR LUG TYPE A

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE B

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE A

SHEAR LUG TYPE B

SHEAR LUG TYPE B

SHEAR LUG TYPE A

W14X176 32" x 32" x 2" 8 - 1 1/2" Ø TYPE 4 5/16"27" SHEAR LUG TYPE A

HANGAR FOOTING SCHEDULE

TYPE WIDTH

F210 21' - 0"

FOOTING SCHEDULE NOTES:

ALL COLUMN FOOTINGS ARE CENTERED UNDER COLUMN CENTER LINES, TYP. UNO.

LENGTH THICKNESS

2' - 6"

REINFORCEMENT

18 #8 EACH WAY TOP AND BOTTOM

F190 19' - 0" 2' - 6"

F181 18' - 0" 3' - 0"

F180 18' - 0" 2' - 6"

F160 16' - 0" 2' - 6"

F150 15' - 0" 2' - 6"

F140 14' - 0" 2' - 6"

F120 12' - 0" 2' - 6"

F100 10' - 0" 2' - 0"

F81 8' - 0" 2' - 6"

F80

7' - 0"

2' - 0"

F70

5' - 0"

1' - 4"

F50

3' - 0"

1' - 6"

F30

38' - 4"

1' - 0"

CF38

20' - 0"

2' - 0"

CF28

7' - 0"

2' - 6"

CF15 2' - 0"

8' - 0"

21' - 0"

19' - 0"

18' - 0"

18' - 0"

16' - 0"

15' - 0"

14' - 0"

12' - 0"

10' - 0"

8' - 0"

7' - 0"

5' - 0"

3' - 0"

6' - 6"

28' - 0"

15' - 0"

8' - 0"

16 #8 EACH WAY TOP AND BOTTOM

18 #8 EACH WAY TOP AND BOTTOM

22 #8 EACH WAY TOP AND BOTTOM

18 #7 EACH WAY TOP AND BOTTOM

17 #7 EACH WAY TOP AND BOTTOM

15 #7 EACH WAY TOP AND BOTTOM

14 #7 EACH WAY TOP AND BOTTOM

9 #6 EACH WAY TOP AND BOTTOM

9 #7 EACH WAY TOP AND BOTTOM

10 #6 EACH WAY BOTTOM

8 #5 EACH WAY BOTTOM

6 #6 EACH WAY TOP AND BOTTOM

4 #5 EACH WAY BOTTOM

6 #7 LW TOP AND BOTTOM

34 #7 SW TOP AND BOTTOM (HOOK EACH END)

17 #8 LW TOP AND BOTTOM

23 #8 SW TOP AND BOTTOM

9 #6 LW TOP AND BOTTOM

18 #6 SW TOP AND BOTTOM

KEYED NOTES

RECESSED SLAB. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE RECESS WITH ARCHITECTURAL

DRAWINGS AND MANUFACTURER.

T/PILASTER EL 97'-6". SEE D1/S-502.

THICKEN FOUNDATION WALL AS REQUIRED FOR 16"X40" CMU PILASTER ABOVE. PROVIDE DOWELS MATCHING CMU PILASTER VERTS. TERMINATE DOWELS IN STD HOOK IN FOOTING. PROVIDE #3 TIES @ 8"OC VERT AROUND DOWEL PERIMETER.

HANGAR DOOR GUIDE RAILS PER HANGAR DOOR MANUFACTURER REQUIREMENTS. COORDINATE FOUNDATION REQUIREMENTS

WITH MANUFACTURER/INSTALLER. SEE SPECIFICATIONS.

PROVIDE 10 - #6 SUPPLEMENTAL TENSION REINF (1/2 EA WAY) IN FTG BENEATH COL. SEE C5/S-505 FOR TYP CONFIGURATION.

PROVIDE 8 - #6 SUPPLEMENTAL TENSION REINF (1/2 EA WAY) IN FTG BENEATH COL. SEE C5/S-505 FOR TYP CONFIGURATION.

IAINNFCOQUEIAEENTSCI

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018As indicated

/8

/2

:2

:0

P

M B

IM

/U

S

N o rt h C a ro lin a A ir N a ti o n a l G u a rd /N

C A

N G

C

H a n g a r

S

T R

U C

V

.r v t

S-102

HORSTMANN

HILLIARD

BRAXMEIER

STRUCTURAL

C-17 HANGAR

PARTIAL FOUNDATION PLAN - AREA A

1/8" = 1'-0"

S-101

A1

PARTIAL FOUNDATION PLAN - AREA A

1/16" = 1'-0"

8' 16' 32' 48'

B

C

A

KEY PLAN

HD

H1

HE.9

G.5

HC.8

HC.6

HC.4

HC.2

MATCH LINE

SEE A1 ON S-102

3.8

G.1 H.1

M A

T C

H

LIN

E S

E E

A 1 O

N S

-104

8'

3/

4"

/1 6"

/4

/2

26' - 8 3/16" 29' - 8 3/16"

1' - 7 5/8"

/1

6"

5/

6" SLAB ON GRADE

TYP UNO

(SEE A1/S-501)

C1

C3

C2

C16 A

C16 C16

A C6

C16A

C18

CJ (TYP)

C J

(T Y

P

F81

F81

F190

F160

F150

CF38

C5

D3

S-510 B2

S-511

B1

S-510

B3

S-511

B3

S-511

B3

S-510

B3

S-511

C4

S-510

B3

S-511

B2

S-510

B2

S-501

TYP @ DOORS

B4

S-510

B3

S-511

F50D3

S-510

D1

S-511

(TYP)

(SIM)

B R

A C

E D

B A

Y B

R A

C E

D B

A Y

B R

A C

E D

B A

Y

1' - 4"

3/

1' - 4"

15' - 4 3/8"

/1 6"

4"

4"

11 13/16"

45.00°

135.00°

3 5/8"

11 13/16" 7 13/16"

6'

3/

He

/2

TF = 96'-8"

STEP FTG

STEP FTG

TF = 95'-0"

TF = 96'-2"

4'

0"

TF = 97'-6"

TF = 97'-6"

HA

HB

HA.5

HA.1

H6

H5

H4

H3

H2

0"

0"

8' - 0"

28' - 6"

28' - 5"

29' - 7"

MATCH LINE

SEE A1 ON SHEET S-105

MATCH LINE

SEE A1 ON SHEET S-104

6" SLAB ON GRADE

(SEE A1/S-501)

C3

C21

C9

C10

C3

C6

C3

C11

C15

C12

C19

C

C20

C13

C12

CJ (TYP) CJ (

TYP)

Ha.5Ha

F150

F80

F180

F50

F150

CF28

TF=97'-4"

CF15

TF=97'-4"

CF28

TF=97'-4"

F150

F210

F190

F140

C16 A

C5

D2

S-511

D2

S-511

C4

S-511

C3

S-511

TF = 95'-0"

F80

TF=95'-0"

TF = 95'-0"

TF = 97'-4"

TF = 96'-6"

" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

6" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

BRACED BAY

BRACED B

AY

BRACED B

AY

BRACED BAY

BRACED BAY

BRACED B

AY

BRACED B

AY

BRACED B

AY

BRACED B

AY

BRACED BAY

2'

- 0

2' - 0"

1' - 4"

2'

- 0

25' - 5 1/2"

Hb

25' - 5 3/16"

P2

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S-001 & S-002.

2. FOR TYPICAL DETAILS, SEE SHEETS S-501 THRU S-506.

3. TOP OF SLAB ON GRADE EL = 100'-0 TYPICAL UNO.

4. TOP OF FOOTING ELEVATION = 97'-6" TYPICAL UNO.

5. PROVIDE WALL BLOCKOUT AS REQUIRED FOR COLUMN/BASE PLATE INSTALLATION.

6. PROVIDE THICKENED SLABS @ ALL NON-LOAD BEARING CMU WALLS PER A2/S-502 TYPICAL. THICKENED

SLABS/NON-LOAD BEARING WALLS NOT SHOWN. SEE ARCHITECTURAL DRAWINGS FOR WALL

LOCATIONS.

HANGAR COLUMN SCHEDULE

TYPE SIZE BASE PL SIZE (LxWxT) ANCHOR BOLTS

EMBEDMENT

LENGTH

C1 HSS6X6X1/4

DETAIL A1/S-505

WELD SIZE

"T"

14" x 8" x 1" TYPE 1

COLUMN SCHEDULE NOTES:

1. BOTTOM OF BASE PLATE ELEVATION SHALL BE 2" ABOVE TOP OF FOOTING ELEVATION FOR LOCATIONS WITHOUT PILASTERS AND 2"

ABOVE TOP OF PILASTER ELEVATION FOR LOCATIONS WITH PILASTERS, TYP. UNO.

2. SEE C5/S-505 FOR SHEAR LUG TYPES.

REMARKS

C2 HSS6X6X1/2 14" x 14" x 1" TYPE 1

C3

C4

HSS8X8X3/8 16" x 10" x 1 1/2" 4 - 1" Ø TYPE 1 5/16"12"

C5

HSS8X8X1/2 TYPE 3

C6 W14X90 TYPE 2

C7 W14X90 30" x 24" x 2 1/2" 4 - 1 3/4" Ø TYPE 4 5/16"

27" @ FTG'S

45" @ PILASTER

C8 W14X90

36" x 24" x 2"

TYPE 5

27"C9

W14X90 36" x 36" x 2 1/2" 12 - 1 1/2" Ø TYPE 8 5/16"27"C10

W14X90 TYPE 6

C11

W14X132 36" x 24" x 2 1/2" 4 - 1 3/4" Ø TYPE 4 5/16"27"C12

W14X211 32" x 32" x 2" 8 - 1 1/2" Ø TYPE 5 5/16"27"

C13

W14X211 36" x 24" x 2 1/2" TYPE 6

C14

W14X211 TYPE 2

4 - 1" Ø 12"

4 - 3/4" Ø 9"

5/16"

1/4"

20" x 20" x 1" 4- 1" Ø 5/16"12"

W14X233 36" x 24" x 2 1/2" TYPE 4 5/16"27"4 - 1 3/4" Ø

4 - 1 1/2" Ø 5/16"

4 - 1 3/4" Ø 5/16"45"

C16

W14X233 40" x 36" x 2 1/2" TYPE 7 5/16"27"8 - 1 3/4" Ø

C15

W14X233 TYPE 5 5/16"

30" x 30" x 2" 8 - 1 3/4" Ø 27" 5/16"

C17

W14X176 38" x 30" x 2" 8 - 1 1/2" Ø TYPE 5 5/16"27"

40" x 30" x 2" 27"8 - 1 1/2" Ø

38" x 30" x 2" 8 - 1 1/2" Ø 5/16"24"

W14X233 TYPE 2

C18

C19

HSS12X12X1/2

C20

C21

W14X132

20" x 20" x 1 1/2" 4- 1" Ø 5/16"12"

20" x 20" x 1 1/2" 4- 1" Ø 5/16"12"

36" x 36" x 2 1/2" 12 - 1 1/2" Ø TYPE 8 5/16"27"

TYPE 120" x13" x 1" 4 - 3/4" Ø 5/16"9"

C22

W14X90 36" x 36" x 2 1/2" TYPE 8 5/16"27"

C1A HSS6X6X1/4 20" x 7" x 1 1/2" TYPE 1A4 - 3/4" Ø 9" 5/16"

C16A W14X176 +

WT8X50

48" x 36" x 2 1/2" 8 - 1 3/4" Ø TYPE 10 5/16"27"

SHEAR LUG TYPE A

SHEAR LUG TYPE A

12 - 1 1/2" Ø

SHEAR LUG TYPE A

SHEAR LUG TYPE A

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE B

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE A

SHEAR LUG TYPE B

SHEAR LUG TYPE B

SHEAR LUG TYPE A

W14X176 32" x 32" x 2" 8 - 1 1/2" Ø TYPE 4 5/16"27" SHEAR LUG TYPE A

HANGAR FOOTING SCHEDULE

TYPE WIDTH

F210 21' - 0"

FOOTING SCHEDULE NOTES:

ALL COLUMN FOOTINGS ARE CENTERED UNDER COLUMN CENTER LINES, TYP. UNO.

LENGTH THICKNESS

2' - 6"

REINFORCEMENT

18 #8 EACH WAY TOP AND BOTTOM

F190 19' - 0" 2' - 6"

F181 18' - 0" 3' - 0"

F180 18' - 0" 2' - 6"

F160 16' - 0" 2' - 6"

F150 15' - 0" 2' - 6"

F140 14' - 0" 2' - 6"

F120 12' - 0" 2' - 6"

F100 10' - 0" 2' - 0"

F81 8' - 0" 2' - 6"

F80

7' - 0"

2' - 0"

F70

5' - 0"

1' - 4"

F50

3' - 0"

1' - 6"

F30

38' - 4"

1' - 0"

CF38

20' - 0"

2' - 0"

CF28

7' - 0"

2' - 6"

CF15 2' - 0"

8' - 0"

21' - 0"

19' - 0"

18' - 0"

18' - 0"

16' - 0"

15' - 0"

14' - 0"

12' - 0"

10' - 0"

8' - 0"

7' - 0"

5' - 0"

3' - 0"

6' - 6"

28' - 0"

15' - 0"

8' - 0"

16 #8 EACH WAY TOP AND BOTTOM

18 #8 EACH WAY TOP AND BOTTOM

22 #8 EACH WAY TOP AND BOTTOM

18 #7 EACH WAY TOP AND BOTTOM

17 #7 EACH WAY TOP AND BOTTOM

15 #7 EACH WAY TOP AND BOTTOM

14 #7 EACH WAY TOP AND BOTTOM

9 #6 EACH WAY TOP AND BOTTOM

9 #7 EACH WAY TOP AND BOTTOM

10 #6 EACH WAY BOTTOM

8 #5 EACH WAY BOTTOM

6 #6 EACH WAY TOP AND BOTTOM

4 #5 EACH WAY BOTTOM

6 #7 LW TOP AND BOTTOM

34 #7 SW TOP AND BOTTOM (HOOK EACH END)

17 #8 LW TOP AND BOTTOM

23 #8 SW TOP AND BOTTOM

9 #6 LW TOP AND BOTTOM

18 #6 SW TOP AND BOTTOM

RECESS SLAB AS REQUIRED FOR SHOWER. SEE ARCHITECTURAL DRAWINGS AND A4/S-502 FOR

ADDITIONAL INFORMATION.

KEYED NOTES

PIT AS REQUIRED BY PAINT BOOTH MANUFACTURER/INSTALLER. SEE EQUIPMENT DRAWINGS AND

SPECIFICATION FOR ADDITIONAL INFORMATION. VERIFY AND COORDINATE ALL DIMENSIONS/

ELEVATIONS/DETAILS WITH PAINT BOOTH MANUFACTURER'S CERTIFIED FINAL SHOP DRAWINGS

THICKEN FOUNDATION WALL AS REQUIRED FOR 16"X32" CMU PILASTER ABOVE. PROVIDE DOWELS MATCHING CMU PILASTER VERTS. TERMINATE DOWELS IN STD HOOK IN FOOTING. PROVIDE #3 TIES

@ 8"OC VERT AROUND DOWEL PERIMETER. SEE D5/S-503 TYPE 1.

HANGAR DOOR GUIDE RAILS PER HANGAR DOOR MANUFACTURER REQUIREMENTS. COORDINATE

FOUNDATION REQUIREMENTS WITH MANUFACTURER/INSTALLER. SEE SPECIFICATIONS.

THICKENED SLAB @ STAIR - SEE DETAIL A1/S-502.

PROVIDE 10 - #6 SUPPLEMENTAL TENSION REINF (1/2 EA WAY) IN FTG BENEATH COL. SEE C5/S-505

FOR TYP CONFIGURATION.

PROVIDE 8 - #6 SUPPLEMENTAL TENSION REINF (1/2 EA WAY) IN FTG BENEATH COL. SEE C5/S-505

FOR TYP CONFIGURATION.

T/PILASTER EL 97'-6". SEE D1/S-502.

IAINNFCOQUEIAEENTSCI

G E

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I N

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018As indicated

/8

/2

:2

:1

P

M B

IM

/U

S

N o rt h C a ro lin a A ir N a ti o n a l G u a rd /N

C A

N G

C

H a n g a r

S

T R

U C

V

.r v t

S-103

HORSTMANN

HILLIARD

BRAXMEIER

STRUCTURAL

C-17 HANGAR

PARTIAL FOUNDATION PLAN - AREAS B AND C

1/8" = 1'-0"

S-101

A3

PARTIAL FOUNDATION PLAN - AREA B

1/8" = 1'-0"

S-101

A1

PARTIAL FOUNDATION PLAN - AREA C

B

C

A

KEY PLAN

D

E

1/8" = 1'-0"

24'4' 8' 16'

HC

HD

HE

HA.1

H2

H1

HE.9HB.2 HB.4 HB.6 HB.8

HC.8

HC.6

HC.4

HC.2

MATCH LI

NE

SEE A

1 O

N S -1

28' - 7" 20' - 11" 20' - 11" 43' - 10 1/2"

1/ 2"

/1

6"

5/

MATCH LINE

SEE A1 ON SHEET S-102

M A

T C

H

LIN

E S

E E

A 1 O

N S

-103

MATCH LINE

SEE A1 ON SHEET S-103

4"

SLOPE DN

SLOPE DN

T/SLAB

EL=99'-9 1/2"

AT TRENCH DRAIN

SLO

PE D

N

SLO

PE D

N

T/SLAB

EL=100'-0"

SLOPE DN

SLOPE DN

T/SLAB

EL=99'-9 1/2"

AT TRENCH DRAIN

S

LO

P E

D N

SLOPE DN

T/SLAB

EL=100'-0"

T/SLAB

EL=100'-0"

T/SLAB

EL=100'-0"

T/SLAB

EL=100'-0"

C22

C16 A

C16 C16

A C6

C16A

C18

C18

C16A

C8C16A

C14C16 A

C19

14" SLAB ON GRADE

(SEE A1/S-501)

14" SLAB ON GRADE

(SEE A1/S-501)

14" SLAB ON GRADE

(SEE A1/S-501)

14" SLAB ON GRADE

(SEE A1/S-501)

14" SLAB ON GRADE

(SEE A1/S-501)

14" SLAB ON GRADE

(SEE A1/S-501)

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

8'

- 1

3/ 4"

8'

- 1

3/ 4"

0 1 /2"

F180

F150

F160

F190

F81

F81

CF38

F120F140F190

F210

F140

F150

C5

C

C5

C5

/1 6"

23' - 6 9/16"

3/

8 3/16"

20' - 3 15/16"

5/

D3

S-511

D2

S-511

D2

S-511

D2

S-511

D2

S-511

C1

S-511

C4

S-510

(SIM)

D5

S-511

@ OPENING

C4

S-510

(SIM)

D5

S-511 @ OPENING

C2

S-511

C2

S-511

C3

S-511

C3

S-511

39' - 9"

39' - 5 1/2"

39' - 9"

8' - 1 15/16"

2' - 11 3/4"

3'

- 1

0"

4"

3'

- 1

0"

9'

- 2

9'

- 2

0'

- 0

" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

6" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

6" S

LA

B O

N G

RADE

(S

EE A

1/S -5

" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

B R

A C

E D

F R

A M

E B

R A

C E

D F

R A

M E

B R

A C

E D

F R

A M

E

BRACED FRAME BRACED FRAME BRACED FRAME

C5

S-511

Hb

He

He.5

/2

/2

28' - 6 3/4"

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S-001 & S-002.

2. FOR TYPICAL DETAILS, SEE SHEETS S-501 THRU S-506.

3. TOP OF SLAB ON GRADE EL = 100'-0 TYPICAL UNO.

4. TOP OF FOOTING ELEVATION = 97'-6" TYPICAL UNO.

5. PROVIDE WALL BLOCKOUT AS REQUIRED FOR COLUMN/BASE PLATE INSTALLATION.

6. PROVIDE THICKENED SLABS @ ALL NON-LOAD BEARING CMU WALLS PER A2/S-502 TYPICAL. THICKENED

SLABS/NON-LOAD BEARING WALLS NOT SHOWN. SEE ARCHITECTURAL DRAWINGS FOR WALL

LOCATIONS.

HANGAR COLUMN SCHEDULE

TYPE SIZE BASE PL SIZE (LxWxT) ANCHOR BOLTS

EMBEDMENT

LENGTH

C1 HSS6X6X1/4

DETAIL A1/S-505

WELD SIZE

"T"

14" x 8" x 1" TYPE 1

COLUMN SCHEDULE NOTES:

1. BOTTOM OF BASE PLATE ELEVATION SHALL BE 2" ABOVE TOP OF FOOTING ELEVATION FOR LOCATIONS WITHOUT PILASTERS AND 2"

ABOVE TOP OF PILASTER ELEVATION FOR LOCATIONS WITH PILASTERS, TYP. UNO.

2. SEE C5/S-505 FOR SHEAR LUG TYPES.

REMARKS

C2 HSS6X6X1/2 14" x 14" x 1" TYPE 1

C3

C4

HSS8X8X3/8 16" x 10" x 1 1/2" 4 - 1" Ø TYPE 1 5/16"12"

C5

HSS8X8X1/2 TYPE 3

C6 W14X90 TYPE 2

C7 W14X90 30" x 24" x 2 1/2" 4 - 1 3/4" Ø TYPE 4 5/16"

27" @ FTG'S

45" @ PILASTER

C8 W14X90

36" x 24" x 2"

TYPE 5

27"C9

W14X90 36" x 36" x 2 1/2" 12 - 1 1/2" Ø TYPE 8 5/16"27"C10

W14X90 TYPE 6

C11

W14X132 36" x 24" x 2 1/2" 4 - 1 3/4" Ø TYPE 4 5/16"27"C12

W14X211 32" x 32" x 2" 8 - 1 1/2" Ø TYPE 5 5/16"27"

C13

W14X211 36" x 24" x 2 1/2" TYPE 6

C14

W14X211 TYPE 2

4 - 1" Ø 12"

4 - 3/4" Ø 9"

5/16"

1/4"

20" x 20" x 1" 4- 1" Ø 5/16"12"

W14X233 36" x 24" x 2 1/2" TYPE 4 5/16"27"4 - 1 3/4" Ø

4 - 1 1/2" Ø 5/16"

4 - 1 3/4" Ø 5/16"45"

C16

W14X233 40" x 36" x 2 1/2" TYPE 7 5/16"27"8 - 1 3/4" Ø

C15

W14X233 TYPE 5 5/16"

30" x 30" x 2" 8 - 1 3/4" Ø 27" 5/16"

C17

W14X176 38" x 30" x 2" 8 - 1 1/2" Ø TYPE 5 5/16"27"

40" x 30" x 2" 27"8 - 1 1/2" Ø

38" x 30" x 2" 8 - 1 1/2" Ø 5/16"24"

W14X233 TYPE 2

C18

C19

HSS12X12X1/2

C20

C21

W14X132

20" x 20" x 1 1/2" 4- 1" Ø 5/16"12"

20" x 20" x 1 1/2" 4- 1" Ø 5/16"12"

36" x 36" x 2 1/2" 12 - 1 1/2" Ø TYPE 8 5/16"27"

TYPE 120" x13" x 1" 4 - 3/4" Ø 5/16"9"

C22

W14X90 36" x 36" x 2 1/2" TYPE 8 5/16"27"

C1A HSS6X6X1/4 20" x 7" x 1 1/2" TYPE 1A4 - 3/4" Ø 9" 5/16"

C16A W14X176 +

WT8X50

48" x 36" x 2 1/2" 8 - 1 3/4" Ø TYPE 10 5/16"27"

SHEAR LUG TYPE A

SHEAR LUG TYPE A

12 - 1 1/2" Ø

SHEAR LUG TYPE A

SHEAR LUG TYPE A

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE B

SHEAR LUG TYPE A EA WAY

SHEAR LUG TYPE A

SHEAR LUG TYPE B

SHEAR LUG TYPE B

SHEAR LUG TYPE A

W14X176 32" x 32" x 2" 8 - 1 1/2" Ø TYPE 4 5/16"27" SHEAR LUG TYPE A

HANGAR FOOTING SCHEDULE

TYPE WIDTH

F210 21' - 0"

FOOTING SCHEDULE NOTES:

ALL COLUMN FOOTINGS ARE CENTERED UNDER COLUMN CENTER LINES, TYP. UNO.

LENGTH THICKNESS

2' - 6"

REINFORCEMENT

18 #8 EACH WAY TOP AND BOTTOM

F190 19' - 0" 2' - 6"

F181 18' - 0" 3' - 0"

F180 18' - 0" 2' - 6"

F160 16' - 0" 2' - 6"

F150 15' - 0" 2' - 6"

F140 14' - 0" 2' - 6"

F120 12' - 0" 2' - 6"

F100 10' - 0" 2' - 0"

F81 8' - 0" 2' - 6"

F80

7' - 0"

2' - 0"

F70

5' - 0"

1' - 4"

F50

3' - 0"

1' - 6"

F30

38' - 4"

1' - 0"

CF38

20' - 0"

2' - 0"

CF28

7' - 0"

2' - 6"

CF15 2' - 0"

8' - 0"

21' - 0"

19' - 0"

18' - 0"

18' - 0"

16' - 0"

15' - 0"

14' - 0"

12' - 0"

10' - 0"

8' - 0"

7' - 0"

5' - 0"

3' - 0"

6' - 6"

28' - 0"

15' - 0"

8' - 0"

16 #8 EACH WAY TOP AND BOTTOM

18 #8 EACH WAY TOP AND BOTTOM

22 #8 EACH WAY TOP AND BOTTOM

18 #7 EACH WAY TOP AND BOTTOM

17 #7 EACH WAY TOP AND BOTTOM

15 #7 EACH WAY TOP AND BOTTOM

14 #7 EACH WAY TOP AND BOTTOM

9 #6 EACH WAY TOP AND BOTTOM

9 #7 EACH WAY TOP AND BOTTOM

10 #6 EACH WAY BOTTOM

8 #5 EACH WAY BOTTOM

6 #6 EACH WAY TOP AND BOTTOM

4 #5 EACH WAY BOTTOM

6 #7 LW TOP AND BOTTOM

34 #7 SW TOP AND BOTTOM (HOOK EACH END)

17 #8 LW TOP AND BOTTOM

23 #8 SW TOP AND BOTTOM

9 #6 LW TOP AND BOTTOM

18 #6 SW TOP AND BOTTOM

KEYED NOTES

TRENCH DRAIN WITH HEAVY-DUTY DUCTILE IRON GRATE. SEE PLUMBING DRAWINGS.

HANGAR DOOR GUIDE RAILS PER HANGAR DOOR MANF REQUIREMENTS. COORDINATE FOUNDATION

REQUIREMENTS WITH MANF / INSTALLER.SEE SPECIFICATIONS.

IAINNFCOQUEIAEENTSCI

G E

O G

R A

PH

I AE PENE T

R A

M U

S

A I

R

N A T I O N A L

G

U A

R D

C I

V

I L

E N G I N E E

R

I N

G

N

FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018As indicated

/8

/2

:2

:1

P

M B

IM

/U

S

N o rt h C a ro lin a A ir N a ti o n a l G u a rd /N

C A

N G

C

H a n g a r

S

T R

U C

V

.r v t

S-104

HORSTMANN

HILLIARD

BRAXMEIER

STRUCTURAL

C-17 HANGAR

PARTIAL FOUNDATION PLAN - AREA D

1/8" = 1'-0"

S-101

A1

PARTIAL FOUNDATION PLAN - AREA D

1/8" = 1'-0"

24'4' 8' 16'

B

C

A

KEY PLAN

HC

HD

HE

H6

H5

H4

H3

MATCH LI

NE

SEE A

1 O

N S -1

MATCH LINE

SEE A1 ON SHEET S-102

MATCH LINE

SEE A1 ON SHEET S-103

4"

8' - 0"

28' - 6"

28' - 5"

SLOPE DN

T/SLAB

EL=100'-0"

SLOPEDN

C7

C12

C12

C20

SLOPE DN

SLO

PE D

N

SLO

PE D

N

T/SLAB

EL=99'-9 1/2"

AT TRENCH DRAIN

T/SLAB

EL=100'-0"

T/SLAB

EL=100'-0"

T/SLAB

EL=100'-0"

C7

C20

C13

C12

14" SLAB ON GRADE

(SEE A1/S-501)

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

F150

F150

CF28

TF=97'-4"

F150

F150

CF28

8"

C3

S-511

C3

S-511

CJ

CJ

CJ

CJ

CJ

CJ

8' - 8"

3' - 5"

37' - 11"

9'

- 2

0'

- 0

9'

- 2

6" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

6" S

LA

B O

N G

RADE

(S

EE A

1/S -5

" S

LA

B O

N G

RADE

(S

EE A

1/ S-5

BRACED BAY

BRACED BAY

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

A1

S-511

A1

S-510

A1

S-510

D1

S-512

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S-001 & S-002.

2. FOR TYPICAL DETAILS, SEE SHEETS S-501 THRU S-506.

3. TOP OF SLAB ON…