ADV_PLANS_ATF_OHCover.pdf

A T F O v e r h e a d C o v e r S

O T F S

F -0

-1

F o r t

B r a g g

N o r th C a r o li n a

IF

B N o

W P

M -1

-B -0

IFB No. W912PM-16-B-0020

ATF Overhead Cover, SOTF

Fort Bragg, North Carolina

SF-00023-15

B C D E

'-4

29'-3" 20'-3" 20'-3" 20'-3"

OVERHEAD COVER

EXISTING CONCRETE

SLAB

AS101 AS102

BOLLARDS TYP.

SEE CIVIL

EXTENTS OF CANOPY ABOVE

NEW CONCRETE FOOTING

(TYP); SEE STRUCTURAL

90'-0" (BID OPTION)

AS101 AS102

EXTENTS OF EXISTING

CONCRETE SLAB

METAL DOWNSPOUT W/

CONCRETE SPLASHBLOCK

AS 101AS102

METAL DOWNSPOUT METAL DOWNSPOUT

A

BID OPTION

BID OPTION

60'-9" (BASE BID)

METAL DOWNSPOUT

FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE WALLS

CEILING CEIL. HT. REMARKS

OVERHEAD COVER EXISTING - OPEN STR VARIES NOTE 1

CANOPY

DIMENSIONS SHOWN FROM CENTERLINE OF

COLUMN TO CENTERLINE OF COLUMN.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND ELEVATIONS PRIOR TO START OF CONSTRUCTION.

THIS PROJECT INCLUDES CONSTRUCTION OF A

NEW METAL CANOPY AND FOOTINGS

GENERAL NOTES

STRUCTURE NUMBER AND NAME DESIGNATION

PLAN LEGEND

CANOPY GRID LINES

CANOPY COLUMNS

2-

3-

1-

OVERHEAD CANOPY

BID OPTION

BID OPTION: CONSTRUCT ADDITIONAL 29'-3" OF

PRE-ENGINEERED CANOPY AND FOOTINGS.

4-

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SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

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E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le

S F

S F

S F

S F

S H O W N

S H O W N

S H O W N

S H O W N

SheetSheetSheetSheet ReferenceReferenceReferenceReference NumberNumberNumberNumber of 19of 19of 19of 19

ISSUED FOR CONSTRUCTION

A T

F O

V E

R H

E A

D C

O V

E R

S

O T

F

O V E R H E A D

C O V E R

F L O O R

P L A N

O V E R H E A D

C O V E R

F L O O R

P L A N

O V E R H E A D

C O V E R

F L O O R

P L A N

O V E R H E A D

C O V E R

F L O O R

P L A N

AS101

J U L Y

J U L Y

J U L Y

J U L Y

K J C

K J C

K J C

K J C

FOR OFFICIAL USE ONLY

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

FOR OFFICIAL USE ONLY

AS101 AS101 1/4" = 1'-0"

1 OVERHEAD COVER FLOOR PLAN

0 2' 4' 8'

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

PLAN

NORTH

jacurrie Stamp jacurrie Text Box 07.20.16

PREFINISHED METAL

RIDGE CAP

PREFINISHED METAL

ROOF PANELS

PREFINISHED METAL

EAVE GUTTER

PREFINISHED METAL

DOWNSPOUT

NEW CONCRETE FOOTING;

SEE STRUCTURAL

20'-3" 20'-3" 20'-3"

92'-4" (BID OPTION)

1'-2" 29'-3" 1'-2"

T/ SLAB

VARIES

B/ STEEL (CLEARANCE)

481.00

BUILDING EAVE

17'-0" +/-

A

BID OPTION

BID OPTION

63'-1" (BASE BID)

1 2

1"

12"

1"

12"

PREFINISHED METAL

ROOF PANELS

PREFINISHED METAL

EAVE GUTTER

PREFINISHED METAL

DOWNSPOUT

NEW CONCRETE FOOTING;

SEE STRUCTURAL

CONCRETE SPLASHBLOCK

52'-4"

B/ STEEL (CLEARANCE)

481.00

T/ SLAB

VARIES

'-0

COMPACTED EARTH

EXISTING CONCRETE SLAB

PRE-ENGINEERED METAL

BUILDING FRAME

METAL ROOF PURLINS

STANDING SEAM METAL PANEL

WITH ROOF SLOPE OF 1:12 TYP.

METAL GUTTER TYP.

METAL EAVE PURLIN

METAL DOWNSPOUT TYP.

BUILDING EAVE

EXTERIOR GRADE

CONCRETE SPLASHBLOCK

'-0

NEW CONCRETE FOOTING

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SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le

S F

S F

S F

S F

S H O W N

S H O W N

S H O W N

S H O W N

SheetSheetSheetSheet ReferenceReferenceReferenceReference NumberNumberNumberNumber of 19of 19of 19of 19

ISSUED FOR CONSTRUCTION

A T

F O

V E

R H

E A

D C

O V

E R

S

O T

F

E L E V A T

IO

N S

A N D

S E C T

IO

N S

E L E V A T

IO

N S

A N D

S E C T

IO

N S

E L E V A T

IO

N S

A N D

S E C T

IO

N S

E L E V A T

IO

N S

A N D

S E C T

IO

N S

AS102

J U L Y

J U L Y

J U L Y

J U L Y

K J C

K J C

K J C

K J C

FOR OFFICIAL USE ONLY

10101010

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

FOR OFFICIAL USE ONLY

AS102 1/4" = 1'-0"

1 OVERHEAD COVER SOUTH ELEVATION

AS102 1/4" = 1'-0"

2 OVERHEAD COVER WEST ELEVATION

0 2' 4' 8'

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

AS101

AS101 AS102 1/2" = 1'-0"

3 COVER SECTION

0 1' 2' 4'

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

AS101

jacurrie Stamp jacurrie

'-4

MOMENT FRAMES BY

PRE-ENGINEERED

BUILDING MANUF.

EXISTING CONCRETE SLAB

F3.10 F3.4 F3.4F3.4

F2.6x5.6 F2.0x5.0 F2.0x5.0 F2.0x5.0

POTENTIAL EXISTING

CONCRETE THICKENED EDGE;

SEE DETAIL 1/S102

S102S101

S102S101

EXTENTS OF

EXISTING CONCRETE

PROPOSED EXTENT OF CANOPY

NEW FOOTING W/ CONCRETE

ABOVE TO ENCASE COLUMN (TYP)

A

29'-3" (BID OPTION) 20'-3" 20'-3" 20'-3"

F3.10

F2.6x5.6

90'-0" (BID OPTION)

BID OPTION

60'-9" (BASE BID)

NEW FOOTING W/ CONCRETE

ABOVE TO ENCASE COLUMN (TYP)

1. VERIFY ALL DIMENSIONS, ELEVATIONS, & SLAB FINISHES W/ ARCH. DWG'S BEFORE

COMMENCING CONSTRUCTION. FOR ADDITIONAL DIMENSIONAL INFORMATION SEE

ARCHITECTURAL DWG'S.

2. SEE DWG S102 FOR GENERAL STRUCTURAL NOTES.

3. METAL AWNING MANUFACTURER TO COORDINATE LOCATION AND ATTACHMENT OF

CANOPIES WITH METAL BUILDING MANUFACTURER. CONTRACTOR SHALL SUBMIT

SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS TO GOVERNMENT FOR

APPROVAL.

4. COMPACT ALL SUBGRADE FOR NEW WORK TO 95% MODIFIED PROCTOR MIN. IN

ACCORDANCE WITH ASTM D 1557.

5. MAXIMUM COLUMN SERVICE LOAD REACTIONS: 20 KIPS +/- VERT AND 4 KIPS +/- HORIZ.

STRUCTURAL SHEET NOTES:

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SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le

S F

S F

S F

S F

S H O W N

S H O W N

S H O W N

S H O W N

SheetSheetSheetSheet ReferenceReferenceReferenceReference NumberNumberNumberNumber of 19of 19of 19of 19

ISSUED FOR CONSTRUCTION

A T

F O

V E

R H

E A

D C

O V

E R

S

O T

F

F O U N D A T

IO

N

P L A N

F O U N D A T

IO

N

P L A N

F O U N D A T

IO

N

P L A N

F O U N D A T

IO

N

P L A N

S101

J U L Y

J U L Y

J U L Y

J U L Y

K J C

K J C

K J C

K J C

FOR OFFICIAL USE ONLY

11111111

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

FOR OFFICIAL USE ONLY

S101 S101 1/4" = 1'-0"

1 COVER FOUNDATION PLAN

COLUMN FOUNDATION SCHEDULE

TYPE COUNT WIDTH LENGTH THICKNESS REINFORCING Comments

F2.0x5.0 3 5'-0" 2'-0" 2'-0" (4) #5 L.W. & (6) #5

S.W. BOTTOM

F2.6x5.6 2 5'-6" 2'-6" 2'-0" (5) #5 L.W. & (7) #5

S.W. BOTTOM

(1) FOR BID

OPTION

F3.4 3 3'-4" 3'-4" 2'-0" (4) #5 E.W.

BOTTOM

F3.10 2 3'-10" 3'-10" 2'-0" (5) #5 E.W.

BOTTOM

(1) FOR BID

OPTION

Grand total: 10

PLAN

NORTH

0 2' 4' 8'

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

jacurrie Stamp jacurrie

NEW FOOTING; SEE SCHEDULE

STEEL COLUMN BASE PLATE AND

HEADED ANCHOR BOLTS BY MBS

MANUF. ENSURE ZERO MOMENT

CONN. TO FOUNDATION

EXISTING 6" OR 8" SLAB ON

GRADE, VERIFY IN FIELD

EPOXY DOWEL #4 BARS 4" INTO

EXISTING SLAB (TYP)

CONCRETE TO ENCASE COLUMN

T/FOOTING

464.00

FOOTING, SEE

PLAN FOR REINF.

& SIZE

#4 @ 12" C/C E.W.

COL

2'-0" +/- TYP

WELL COMPACTED SUBGRADE

TYP., SEE PLAN NOTES

FINISH GRADE,

SEE CIVIL

FOOTING, SEE PLAN

FOR REINF & SIZE

STEEL COLUMN BASE PLATE AND

HEADED ANCHOR BOLTS BY MBS

MANUF. ENSURE ZERO MOMENT

CONN. TO FOUNDATION

EXISTING SLAB ON GRADE

EPOXY DOWEL #4 BARS 4" INTO

EXISTING SLAB

V E

R

IF

Y

IN

F

IE

LD

6"

COL

T/FOOTING

464.66

CONCRETE TO ENCASE COLUMN

#4 BARS @ 12" C/C E.W.

1'-8" +/- TYP

6.00 ABBREVIATIONS

MBS = METAL BUILDING SYSTEM

MANUF.= MANUFACTURER

CONC. = CONCRETE

CRSI = CONCRETE REINFORCING STEEL INSTITUTE

U.N.O. = UNLESS NOTED OTHERWISE

FNDN = FOUNDATION

FTNG. = FOOTING

BOTT. = BOTTOM

STL. = STEEL

REINF. = REINFORCING

COL. = COLUMN

CONN. = CONNECTION

CONT. = CONTINUOUS

WWF = WELDED WIRE FABRIC

PEMB = PRE-ENGINEERED METAL BUILDING

T = THICKNESS

V.I.F. = VERIFY IN FIELD

WELL COMPACTED SUBGRADE

TYP., SEE PLAN NOTES

FINISH GRADE,

SEE CIVIL

FOOTING, SEE PLAN

FOR REINF & SIZE

STEEL COLUMN BASE PLATE AND

HEADED ANCHOR BOLTS BY MBS

MANUF. ENSURE ZERO MOMENT

CONN. TO FOUNDATION

EXISTING SLAB ON GRADE

EPOXY DOWEL #4 BARS 4" INTO

EXISTING SLAB

V E

R

IF

Y

IN

F

IE

LD

6"

COL

T/FOOTING

464.00

CONCRETE TO ENCASE COLUMN

#4 BARS @ 12" C/C E.W.

J

O N

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F R

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IN

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SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D E P A R T M E N T

O F

T H E

A R M Y

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

D

IR

E C T O R A T E

O F

P U B L

IC

W O R K S

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

F O R T

B R A G G N O R T H

C A R O L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le

S F

S F

S F

S F

S H O W N

S H O W N

S H O W N

S H O W N

SheetSheetSheetSheet ReferenceReferenceReferenceReference NumberNumberNumberNumber of 19of 19of 19of 19

ISSUED FOR CONSTRUCTION

A T

F O

V E

R H

E A

D C

O V

E R

S

O T

F

S T R U C T U R A L

N O T E S

A N D

D E T A

IL

S

S T R U C T U R A L

N O T E S

A N D

D E T A

IL

S

S T R U C T U R A L

N O T E S

A N D

D E T A

IL

S

S T R U C T U R A L

N O T E S

A N D

D E T A

IL

S

S102

J U L Y

J U L Y

J U L Y

J U L Y

K J C

K J C

K J C

K J C

FOR OFFICIAL USE ONLY

12121212

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

FOR OFFICIAL USE ONLY

0 0'-6" 1' 2'

SCALE: 1" = 1'-0"

S101 S102 1" = 1'-0"

1 TYPICAL FOOTING AT CL 2

S101 S102 1" = 1'-0"

2 TYPICAL FOOTING AT CL 1

1. A PREVIOUS PROJECT MAY HAVE CONSTRUCTED A THICKENED SLAB EDGE IN THE

LOCATION OF COLUMNS A2, B2, AND C2 THAT WILL NEED TO BE CUT AND REMOVED SO

THAT NEW FOOTINGS CAN BE INSTALLED. CONTRACTOR SHALL ASSUME THAT THE REMOVAL OF

CONCRETE SIMILAR IN SIZE TO WHAT IS SCHEDULED FOR THE NEW FOOTING WILL BE REQUIRED.

CONCRETE FOOTING NOTES:

1.00 GENERAL

1.01 ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC) 2015, AND OTHER APPLICABLE CRITERIA. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE

LATEST STANDARD OR CODE ADOPTED AND PUBLISHED.

1.02 DESIGN LOADS:

ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . 20 PSF

SNOW LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . 10 PSF

TOTAL DEAD LOAD . . . . . . . . . . . . . . . . . . . . . 4 PSF MIN. TO

15 PSF MAX.

WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120 MPH (ULT)

EXPOSURE C, BUILDING OCCUPANCY/CATEGORY II, I = 1.0

2.00 CONCRETE

2.01 ALL CONCRETE WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH ACI318.

2.02 MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS (U.N.O.):

FOUNDATIONS AND SLAB-ON-GRADE CONCRETE. . . . . . . . . . . . . . 3500 PSI

-MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS

-PROVIDE 6% AIR ENTRAINING IN CONCRETE EXPOSED TO WEATHER

2.03 WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185 LAP EDGES 3 CROSS WIRES MINIMUM. USE

CRSI RECOMMENDED SUPPORTS TO MAINTAIN FABRIC AS SHOWN.

2.04 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; STAGGER SPLICE WHERE POSSIBLE; LAP SPLICES SHALL BE 57 BAR DIAMETERS FOR BARS SMALLER THAN #7 AND 72 BAR DIAMETERS FOR #7 &

LARGER.

2.05 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE:

CONCRETE AGAINST EARTH (NOT FORMED) . . . . . . . . . . 3"

FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER

#6 THROUGH #18 BARS . . . . . . . . . . . . . . . . . . . . . . . . . . 2"

#5 BARS AND SMALLER . . . . . . . . . . .. . . . . . . . . . . . . . . 1½"

CONCRETE NOT EXPOSED TO EARTH OR WEATHER

SLABS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1"

3.00 STEEL

3.01 STRUCTURAL STEEL:

A. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST

VERSION OF AISC MANUAL OF STEEL CONSTRUCTION AND CODE STANDARD PRACTICE.

4.00 METAL BUILDING SYSTEM (MBS) / PRE-ENGINEERED METAL BUILDING (PEMB)

4.01 IF THE METAL STRUCTURE FURNISHED HAS REACTIONS WHICH EXCEED THOSE GIVEN ON S101. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REDESIGN OF THE FOUNDATIONS. REDESIGN SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. ANCHOR BOLTS FOR ALL COLUMNS

SHALL BE DESIGNED, SIZED, AND FURNISHED BY THE BUILDING MANUFACTURER.

4.02 ALL MBS ELEMENTS SHALL COMPLY WITH THE MORE RESTRICTIVE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS OR THE REQUIREMENTS OF THE METAL BUILDING MANUFACTURER'S ASSOCIATION (MBMA). IT IS THE INTENT OF THE DOCUMENTS, SUBJECT TO THE ABOVE RESTRICTIONS, TO USE

STANDARD MBS PRODUCTS WHERE POSSIBLE.

4.03 THE CONTRACTOR SHALL NOT SCALE FEATURES SHOWN ON THE CONTRACT DRAWINGS FOR THE PURPOSE OF ESTABLISHING CORRECT DIMENSIONS. THE CONTRACTOR SHALL OBTAIN NECESSARY

DIMENSIONS NOT SHOWN ON THE CONTRACT DRAWINGS FROM THE GOVERNMENT THROUGH

COORDINATION EFFORTS AND/OR THROUGH THE SHOP DRAWING REVIEW PROCESS.

4.04 SUBMIT FOR REVIEW COMPLETE SHOP AND ERECTION DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A PROFESSIONAL STRUCTURAL ENGINEER. SHOP DRAWINGS AND CALCULATIONS SHALL BE DEVELOPED BY THE CONTRACTOR FOR THE DESIGN, FABRICATION, INSTALLATION AND CONSTRUCTION OF MBS WORK. ALL SHOP DRAWINGS USED BY THE CONTRACTOR OR HIS SUBCONTRACTORS FOR THE FABRICATION AND INSTALLATION OF MBS ELEMENTS AND THEIR ACCESSORIES SHALL BE REVIEWED

BY THE CONTRACTOR AND APPROPRIATE RELEASE OBTAINED PRIOR TO COMMENCEMENT OF

RELEVANT FABRICATION AND INSTALLATION.

4.05 DESIGN CRITERIA:

A. GIRTS AND PURLINS SHALL BE BRACED NO FARTHER APART THAN 6' O.C.

B. FLANGE BRACING SHALL BE CONNECTED WITH SUFFICIENT FASTENERS TO RESIST ALL FORCES.

C. THE MBS MAIN WIND FORCE RESISTING SYSTEM (MWFR) SHALL BE DESIGNED TO RESIST, IN ADDITION

TO THE GRAVITY LOADS INDICATED, THE WIND LOAD PER IBC 2015/AMERICAN SOCIETY OF CIVIL

ENGINEERS (ASCE) 7-10.

D. ALL SECONDARY MEMBERS, COMPONENTS, AND CLADDINGS, SHALL BE DESIGNED TO RESIST THE

COMPONENTS & CLADDING WIND PRESSURES PER IBC 2015/ ASCE 7-10.

E. COL'S. SHALL BE DESIGNED ASSUMING PINNED CONDITION FOR SUPPORTS. NO MOMENT SHALL BE

TRANSFERRED TO THE FOUNDATION.

5.00 FOUNDATIONS

5.01 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITIONS AND/OR ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, SLABS, FILLS, BACKFILLS, ETC. AT THE CONTRACTOR'S EXPENSE.

GENERAL STRUCTURAL NOTES:

S102 S102 1" = 1'-0"

3 FOOTING AT CL A2

jacurrie Stamp jacurrie

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Sheet Reference Number of 19

16086

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

E-001

G S B

G S B

S B T

S B T

1.A 1.B 1.C 1.D

1.1

1.2

OVERHEAD CANOPY

1.A 1.B 1.C 1.D

1.1

1.2

OVERHEAD CANOPY

STORAGE

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16086

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

EL101

G S B

G S B

S B T

S B T

EL101EL101 1/8" = 1'-0"

1 ELECTRICAL - FLOOR PLAN - LIGHTING - BASE BID

0 4' 8' 16'

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

EL101EL101 1/8" = 1'-0"

2 ELECTRICAL - FLOOR PLAN - POWER - BASE BID

EL101EL101 1" = 20'-0"

3 ELECTRICAL - SITE PLAN - BASE BID

OVERHEAD CANOPY

A B C D E

OVERHEAD CANOPY

A

STORAGE

BLDG

CONC

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PROPOSED

OVERHEAD COVER

Sheet

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Sheet Reference Number of 19

16086

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

EL101A

G S B

G S B

S B T

S B T

EL101A EL101A 1/8" = 1'-0"

1 ELECTRICAL - FLOOR PLAN - LIGHTING - BID OPTION

0 4' 8' 16'

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

EL101A EL101A 1/8" = 1'-0"

2 ELECTRICAL - FLOOR PLAN - POWER - BID OPTION

EL101A EL101A 1" = 20'-0"

3 ELECTRICAL - SITE PLAN - BID OPTION

BID OPTION

PANEL SCHEDULE

1.A 1.B 1.C 1.D

1.1

1.2

OVERHEAD CANOPY

Sheet

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Sheet Reference Number of 19

16086

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

E-101

G S B

G S B

S B T

S B T

E-101E-101 1/4" = 1'-0"

1 ELECTRICAL - FLOOR PLAN - LIGHTNING PROTECTION - BASE BID

0 2' 4' 8'

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

OVERHEAD CANOPY

A

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Sheet Reference Number of 19

16086

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

E-101A

G S B

G S B

S B T

S B T

E101A E101A 1/4" = 1'-0"

1 ELECTRICAL - FLOOR PLAN - LIGHTNING PROTECTION - BID OPTION

0 2' 4' 8'

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

GFEDCBA H

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Sheet Reference Number of 19

16086

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

E-501

G S B

G S B

S B T

S B T

3 GROUNDING INSPECTION WELL DETAIL

6 CONDUCTOR EXIT AT CANOPY BASE

1 ROOF MOUNTED AIR TERMINAL

8 CONCEALED DOWNLEAD TO GROUNDING CONN.7 BEND RADIUS DETAIL

2 AIR TERMINAL DETAIL

EQUIPMENT GROUND BAR DETAIL SIDE VIEW

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

GROUND TRIPOD DETAIL5

NO SCALE

GFEDCBA H

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Sheet Reference Number of 19

16086

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

E-601

G S B

G S B

S B T

S B T

E-601E-601 NO SCALE

1 ELECTRICAL - EXISTING POWER RISER DIAGRAM

BASE BID

PANEL SCHEDULE