Global ASNT Addition - Structural As-Built.pdf

PDF 184 KB Posted May 14, 2022

Attached to: Update Building 5008 Scott AFB Federal contract opportunity
Solicitation number: W50S7S22Q0010
Issued by: Department of the Army National Guard

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File	Type	Posted
Site Visit Sign-In Sheet_11 May 22 print_Redacted.pdf	PDF	May 14, 2022
Site Visit MFR_Global ASNT Update.pdf	PDF	May 14, 2022
Wage Rates.pdf	PDF	May 9, 2022
W50S7S22Q0010.pdf	PDF	May 5, 2022

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2 31

18'-4"

'-0

4'-5 1/4" 12'-0"11 3/8" 11 3/8"

'-0

-0

'-1

0" E

J2"

1' -4

7E6E

24'-4" ±

1'-0 3/4" ±6'-10" ± 16'-5 1/4"

EMBED HORIZ WALL

REINFORCING INTO

(E) w/ADHESIVE

HSS5X5X5/16 GALV

BP2 (1.00, 98'-1")

F3636

T/F/EL 98'-0"

HSS5X5X5/16 GALV

BP1 (1.00, 98'-1")

F3636

T/F/EL 98'-0"

EMBED HORIZ WALL

REINFORCING INTO

(E) w/ADHESIVE

HSS5X5X5/16

BP2 (1.00, 98'-1")

F3636

T/F/EL 98'-0"

HSS5X5X5/16

BP1 (1.00, 98'-1")

F3636

T/F/EL 98'-0"

HSS5X5X5/16 GALV

BP1 (1.00, 98'-1")

F3636

T/F/EL 98'-0"

HSS5X5X5/16 GALV

BP2 (1.00, 98'-1")

F3636

T/F/EL 98'-0"

HD1

8A/S1.2.03

8C/S1.2.03

SIM

S P

S H

E A

R P

A N

E L

S H

E A

R P

A N

E L

S P

SHEAR PANEL SP1

8B/S1.2.03

C J

8C/S1.2.03

SIM

8B/S1.2.03

SEE ARCH

NEW OPNG

S3.1.01

S1.2.01

S3.1.01

TYP @

COLS

S3.1.01

REMOVE (E) FOUND WALL

BELOW DOOR OPNG TO

TOP OF SLAB-ON-GRADE,

SEE 15/S1.2.01

S3.1.01

@ DOOR

S3.1.01

SP2

SHEAR PANEL

HD2

8A/S1.2.03

2 31

W14X22W14X22

7E6E

18'-4"

'-0

4'-5 1/4" 12'-0"11 3/8" 11 3/8"

'-0

'-1

0" E

J2"

1' -4

24'-4" ±

1'-0 3/4" ±6'-10" ± 16'-5 1/4"

1' -0

S4.1.01

4'-0" 4'-0" 4'-0"4'-5 1/4"

S4.1.01

DIAG BRACE,

TYP

2 31

W12X26 GALV

W 8X

G A

W12X26 GALV

W 8X

W12X26 GALV

W8X10 GALV

7E6E

18'-4"

'-0

4'-5 1/4" 12'-0"11 3/8" 11 3/8"

'-0

'-1

0" E

J2"

1' -4

24'-4" ±

1'-0 3/4" ±6'-10" ± 16'-5 1/4"

1' -0

S4.1.01

4'-5 1/4" 4'-6" 3'-0" 4'-6"

4'-0" 4'-0" 4'-0"

6' -0

-0

3' -0

S4.1.01

ANTENNA MOUNTING

PL 3/4"x36"x36" GALV., ANTENNA MOUNTING

HOLES TO BE PROVIDED

BY ANTENNA SUPPLIER

ALL EXPOSED STEEL SHALL

BE GALVANIZED

NOTE 6

FOOTING SCHEDULE

F3636 (6)-#4X2'-6"3'-0"X3'-0"X1'-3"

PLAN

MARK

(TOTAL) BOTT REINF

PLACE 1/2 EACH WAY

U.N.O.

FOOTING SIZE

F4242

F4848

F5454

F6060

F6666

F7272

F7878

F8484

F9090

F9696

F102102

3'-6"X3'-6"X1'-3"

4'-0"X4'-0"X1'-3"

4'-6"X4'-6"X1'-3"

5'-0"X5'-0"X1'-3"

5'-6"X5'-6"X1'-3"

6'-0"X6'-0"X1'-3"

6'-6"X6'-6"X1'-3"

7'-0"X7'-0"X1'-4"

7'-6"X7'-6"X1'-5"

8'-0"X8'-0"X1'-6"

8'-6"X8'-6"x1'-8"

(8)-#4X3'-0"

(10)-#4X3'-6"

(14)-#4X4'-0"

(18)-#4X4'-6"

(24)-#4X5'-0"

(28)-#4X5'-6"

(34)-#4X6'-0"

(38)-#4X6'-6"

(30)-#5X7'-0"

(32)-#5X7'-6"

(36)-#5X8'-0"

NOTE: SOME FOOTING SIZES LISTED MAY NOT BE USED.

F108108 9'-0"X9'-0"x1'-10" (40)-#5X8'-6"

F114114 9'-6"X9'-6"x1'-11" (42)-#5X9'-0"

F120120 10'-0"X10'-0"x2'-0" (44)-#5X9'-6"

F126126 10'-6"X10'-6"x2'-2" (46)-#5X10'-0"

HSS5X5X5/16 (1-R)

BP1 (1.00) (98'-1")

CC1 (98'-0")

F3636

T/F EL 98'-0"

B/LC EL 94'-0"

BASE PLATE TYPE (BP1)

SEE BASE PLATE DETAILS ON

SHEET S2.1.01

BASE PLATE THICKNESS (INCHES),

BOTTOM OF PLATE ELEVATION

(1.00, 98'-1") TYPICAL, UNLESS NOTED OTHERWISE

CONCRETE COLUMN DETAIL (CC1)

SEE CONC COLUMN DETAILS ON SHEET S2.1.01

TOP OF CONC COLUMN ELEVATION

(98'-0") TYPICAL, UNLESS NOTED OTHERWISE

ON PLAN AND SECTS

FOOTING DESGINATION (F3636)

(FOOTING SIZE - INCHES)

SEE FOOTING SCHEDULE THIS SHEET

TOP OF FOOTING ELEVATION

SEE PLAN NOTES AND PLAN

BOTTOM LEAN CONCRETE FILL ELEVATION

(WHERE REQUIRED) - SEE PLAN

STEEL COLUMN SIZE,

SEE PLAN

KEYNOTE LEGEND

NO SCALE

NOTE: ITEMS ONLY LISTED WHERE APPLICABLE

OR NOT TYPICAL.

STORY RANGE

ANCHOR

DIA.

MIN.

EMBED.

C O

N T

R A

C T

O R

A N

C H

O R

P R

O J.

T O

B E

D E

T E

R M

D B

Y M

. E

M B

E D

T H

R E

A D

2" M

HEAVY HEX

NUT WELDED

TO ROD

TOP OF CONCRETE

ANCHOR ROD, SEE COLUMN SCHED,

PLANS OR OTHER SECTIONS

WASHER PL

3/4" 9" 2"x2"x1/4"

7/8" 12" 3"x3"x3/8"

1/2" 9" 2"x2"x1/4"

1" 12" 3"x3"x3/8"

1/ 2"

1"± GROUT

BASE PL 13"x13"

SEE PLAN FOR

THICKNESS

(4)-1"Ø ANCHOR RODS

T/F EL

SEE PLAN

1/4

PROVIDE 3" (MIN)

CONCR COVER

@ COLUMN AND

BASE PLATE

4 1/2" 4 1/2"

2" 2"

1"± GROUT

BASE PL 13"x13"

SEE PLAN FOR

THICKNESS

(4)-1"Ø ANCHOR RODS

T/F EL

SEE PLAN

1/4

PROVIDE 3" (MIN)

CONCR COVER

@ COLUMN AND

BASE PLATE

2" 2"

ROOF FRAMING PLAN NOTES;

1. ROOF CONSTRUCTION TO BE AS FOLLOWS:

@ TYPICAL ROOF:

1 1/2"x22 GA GALVANIZED WIDE RIB METAL DECK OVER STRUCTURAL STEEL FRAMING U.N.O.

2. BOTTOM OF METAL DECK ELEVATION (B/MD EL) VARIES, SEE PLAN(S) AND SECTIONS.

3. TOP OF STEEL BEAM = B/MD (EXCEPT WHERE OTHERWISE NOTED ON PLAN OR SECTIONS).

4. PROVIDE ANGLE FRAME PER 4/S1.2.02 AT ALL ROOF PENETRATIONS. SEE ARCHITECTURAL AND

MECHANICAL DRAWINGS FOR ADDITIONAL LOCATIONS NOT SHOWN.

5. SEE SHEET S1.2.02 FOR TYPICAL FRAMING DETAILS.

6. ROOF DECK ATTACHMENT TO BE AS NOTED IN THE GENERAL NOTES, UNLESS NOTED OTHERWISE.

7. SC"X" ON PLAN INDICATES LOCATION OF A FULL HEIGHT BUILT-UP STUD COLUMN, SEE 2/S1.2.03 AND 3/S1.2.03. THE NUMBER FOLLOWING SC INDICATES QUANITITY OF STUDS REQUIRED. STUD SIZE TO MATCH THAT OF THE WALL WHERE THE STUD COLUMN IS LOCATED.

LOCATIONS INDICATED ON PLAN ARE GENERAL AND ARE INTENDED TO BE AT ENDS OW WALLS, AT SIDES OF OPENINGS, AT HOLD-DOWN LOCATIONS, BELOW HEADER AND BEAM BEARING CONDITIONS, AND /OR BELOW STUD COLUMNS INDICATED ON THE FRAMING ABOVE. PROVIDE A MINIMUM OF TWO STUDS (SC2) AT THESE LOCATIONS THAT ARE NOT SPECIFICALLY NOTED ON PLAN. SEE DETAIL 9/S1.2.03 FOR RELATIVE PLACEMENT AT HOLD-DOWN LOCATIONS.

8. SEE SHEET S1.2.03 FOR TYPICAL CFMF WALL CONSTRUCTION.

9. H"X" INDICATES HEADER DESIGNATION (EX. "H1"), SEE SCHEDULE AND DETAILS ON THIS SHEET.

HEADER SCHEDULE

LOCATION REMARKSHEADER SIZE

H1 (2)-800S162-54 (1)-JACK STUD w/(2)-FULL HEIGHT JAMB STUD EACH SIDE

NOTES

NOTES:

1. OCCURS WHERE NOTED ON PLAN.

FIRST FLOOR AND FOUNDATION PLAN NOTES;

1. FINISH ACCESS FLOOR ELEVATION = 100'-0". (TO MATCH EXISTING) UNLESS NOTED OTHERWISE.

FINISH SLAB-ON-GRADE ELEVATION = 99'-0". UNLESS NOTED OTHERWISE.

2. FLOOR CONSTRUCTION TO BE AS FOLLOWS:

@ SLAB-ON-GRADE:

5" CONCRETE SLAB ON VAPOR BARRIER (PER SPECS) ON 6" GRANULAR FILL. REINFORCE SLAB w/ 6"x6"-W2.1xW2.1 WWF.

@ ACCESS FLOOR:

FLOOR PANEL AND PEDESTAL SYSTEM U.N.O. ON ARCHITECTURAL DRAWINGS.

3. TOP OF EXTERIOR FOOTING ELEVATION (T/F EL) = SEE PLAN.

4. TOP OF INTERIOR FOOTING ELEVATION (T/F EL) = SEE PLAN.

5. SEE SHEET S1.2.01 FOR TYPICAL FOUNDATION DETAILS.

6. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL FLOOR PENETRATIONS (IF ANY) NOT SHOWN ON THESE PLANS.

REPORT ALL OCCURRENCES TO STRUCTURAL ENGINEER.

7. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL SLAB DEPRESSIONS AND EMBEDDED ITEMS (IF ANY) NOT SHOWN ON

THESE PLANS. REPORT ALL OCCURRENCES TO STRUCTURAL ENGINEER.

8. SEE 5/S1.2.01 FOR REINFORCING AT TYPICAL ELECTRICAL FLOOR BOX IN SLAB-ON-GRADE. SEE ELECTRICAL AND ARCHITECTURAL

DRAWINGS FOR LOCATIONS.

9. SC"X" ON PLAN INDICATES LOCATION OF A FULL HEIGHT BUILT-UP STUD COLUMN, SEE 2/S1.2.03 AND 3/S1.2.03 THE NUMBER FOLLOWING SC INDICATES QUANITITY OF STUDS REQUIRED. STUD SIZE TO MATCH THAT OF THE WALL WHERE THE STUD COLUMN IS LOCATED.

10. SEE SHEET S1.2.03 FOR TYPICAL CFMF WALL CONSTRUCTION.

11. SP"X" INDICATES EXTENT OF SHEET METAL SHEAR PANEL. SEE SHEET S1.2.03 FOR INFORMATION.

12. SEE 14/S1.2.01 FOR TYPICAL FROST BLOCK AT ALL EXTERIOR DOOR(S).

13. HD INDICATES SHEAR PANEL HOLD DOWN ANCHOR.

PLATFORM FRAMING PLAN NOTES;

1. PLATFORM CONSTRUCTION TO BE AS FOLLOWS:

@ TYPICAL PLATFORM:

1" GALVANIZED METAL BAR GRATE OVER STRUCTURAL STEEL FRAMING U.N.O.

2. BOTTOM OF METAL DECK ELEVATION (B/MD EL) VARIES, SEE PLAN(S) AND SECTIONS.

3. TOP OF STEEL BEAM = B/MD (EXCEPT WHERE OTHERWISE NOTED ON PLAN OR SECTIONS).

4. SEE SHEET S1.2.02 FOR TYPICAL FRAMING DETAILS.

5. PLATFORM DECK ATTACHMENT TO BE AS NOTED IN THE GENERAL NOTES, UNLESS NOTED OTHERWISE.

6. ATTACH ANTENNA MOUNTING PLATE TO STEEL BEAMS WITH 1/4" FILLET WELD, 2" LONG AT 8"o.c., ON FOUR SIDES OF PLATE. REPAIR GALVANIZED FINISH AT WELD LOCATIONS PER SPECIFICATIONS.

JOB NO.

SHEET NO.

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

21 22 23 24

1 2 3 4 5 6 7 8 9 10 11 12 13 1814 15 16 17 19 20 21 22 23 24

C o p y ri g h t

F G

M A

R C

E C

1009 LINCOLN HWY,

FAIRVIEW HEIGHTS, IL 62208

618.628.0887 (O)

IL STATE CERTIFICATE OF AUTHORITY

NO. 184-003843

ASDG, LLC

STRUCTURAL

The professional engineer seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this engineer, and this architect expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal.

LEE COOPER - ENGINEER

ST #081-005676

DATE 10/15/2020

E G

E N

C Y

P A

R K

S U

N O

R O

S S

N A

L D

E S

N F

-0

A R

C H

I T

E C

T S

100 EAST WASHINGTON, SUITE 200

BELLEVILLE, IL 62223

618.277.5200 (O)

IL STATE CERTIFICATE OF AUTHORITY

NO. 062-063142

BRIC PARTNERSHIP, LLC

MECHANICAL

P.O. BOX 215

BRIGHTON, IL 62012

219.742.7489 (O)

SEI CONTRACTING, INC.

FIRE PROTECTION

1935 ARSENAL STREET

ST. LOUIS, MO 63118

314.664.3382 (O)

IL STATE CERTIFICATE OF AUTHORITY

NO. 184-005110

303rd ENGR. GROUP LLC

ELECTRICAL

:1 :5

A S D

G R e v it P ro je c ts

S c o tt A

F B

B G lo b a l A

S N

T\ .0

S c o tt A

F B

G lo b a l A S N

T (L o c a l)

R S tr u c t.

rv t

S2.1.01

19-2789.01

C O

N S

U C

T G

A L

A S N

T B

G th

A R

W S c o tt

A F B

G lo b a l S tr ik e

F a c ili ty

N S A

N D

D E

G o lf C o u rs e

D ri v e

S c o tt

A ir fo rc e

B a se Ill in o is

1/4" = 1'-0"1 First Floor and Foundation Plan 1/4" = 1'-0"2 Roof Framing Plan

1/4" = 1'-0"3 Platform Framing Plan

Footing Schedule - TypicalFooting and Column Keynote Legend

NTS4 TYPICAL ANCHOR ROD U.N.O.

1" = 1'-0"

BASE PLATE BP1

1" = 1'-0"

BASE PLATE BP2

Header Schedule

S U

A N

C E

N O

D A

E S C

D E S

N S

U B

E S

N S

U B

D E S

N S

U B

R e v is io n

.3 .2

E S

N S

U B

(A S -B

File details come from the government source that posted it. Updated May 14, 2022.