NOAA OMAO Amendment 0009_Drawings_06062023.pdf

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO S-501 THRU S-508 FOR TYPICAL DETAILS.

3. TOP OF SLAB IS 100'-0" UNLESS OTHERWISE NOTED BY [-XX] ON PLAN.

4. TOP OF PILE CAP IS 98'-6" UNLESS OTHERWISE NOTED.

5. TOP OF GRADE BEAM IS 98'-6" UNLESS OTHERWISE NOTED.

A

2 3 4

5 6 7

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A.1

B.1

3.1

JT

JT

JT JT JT JT

JT

JT JT

JT

JT

JT

JT

JT

JT JT JT JT JT JT JT

JT

JT

JT

JT

JT

JT JT

20 TYP

22 22

TYP

24 TYP

-4"

TOC

4' - 4 1/4" 4' - 4 1/4"

5' - 8 1/4"

5'

- 2

5'

- 2 " 4'

- 2 3/

8"

CL SLAB DEPRESSION

CL

S

LA

B

DE

PR

ES

SI

ON

16TYP12 TYP

7' - 7"

4 1 /4"

6' - 6"

5'

- 3

5/ 8"

5' - 5 3/4" 3' - 11"

8"

6' - 10" 4' - 3"

TYP

24 TYP

CL

H

OU

SE

KE

EP

IN

G

PA

D

7"

5'

- 5

33 TYP

262626

8' - 7 1/8" 3' - 5 3/8"

3' - 3 5/8"

7'

- 7

3/ 4"

3'

- 5

2'

- 5

3/ 4"

8' - 4 1/2"

9'

- 1

0 3 /4"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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1562331

RS/RC

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DSN

04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

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SHEET NOTES

SHEET KEYNOTES

1 6" CONCRETE SLAB-ON-GRADE REINFORCED WITH 6x6-W4XW4 WELDED WIRE

REINFORCEMENT OVER 20 MIL VAPOR BARRIER AND 12" DEPTH OF POROUS

FILL. REFER TO PLUMBING DRAWINGS FOR VAPOR MITIGATION INFO.

2 8" CONCRETE SLAB-ON-GRADE REINFORCED WITH #4 BARS AT 10" OC EACH

WAY, OVER 20 MIL VAPOR BARRIER OVER 12" POROUS FILL. REFER TO

PLUMBING DRAWINGS FOR VAPOR MITIGATION INFO.

12 NON-LOAD BEARING CMU WALL OVER THICKENED SLAB. REFER TO ARCH

DWG A-140 FOR WALL LOCATIONS. REFER TO TYPICAL DETAILS FOR

THICKENED SLAB.

16 FLOOR DRAIN, SEE ARCHITECTURAL DRAWINGS

20 SLAB ON GRADE JOINT, SEE DETAIL C5/S-501. LOCATE CONSTRUCTION

JOINTS OR CONTRACTION JOINTS AT LOCATIONS SHOWN ON PLAN. REFER

TO SPECIFICATION 03 30 00 SECTION 3.10.1 FOR MAXIMUM ALLOWABLE

CONSTRUCTION JOINT SPACING.

22 TYPICAL COLUMN ISOLATION JOINT, SEE DETAIL C4/S-501

23 REENTRANT BAR AT 90° CORNERS, SEE DETAIL A3/S-501

24 REENTRANT BAR AT DOORWAYS CORNERS, SEE DETAIL B4/S-501

26 INTERIOR HOUSEKEEPING PAD, SEE DETAIL A2/S-502. LOCATIONS SHOWN

ARE APPROXIMATE. COORDINATE EXACT PAD LOCATIONS WITH PURCHASED

EQUIPMENT AND FINAL ROOM LAYOUT.

33 RECESSED CONCRETE SLAB. REFER TO ARCH DETAIL B4/A-521 FOR MORE

INFO AND COORD WITH OVERHEAD DOOR MFR DETAILS.

PLAN

NORTH

KEY PLAN

A

BB

A

3/32" = 1'-0"A1 ADMIN / WAREHOUSE SLAB PLAN - OVERALL

PLAN

NORTH

0' 8' 16' 32'4'

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APPROXIMATELY

1' - 6" MINIMUM

AT LOCATIONS WHERE NO

SLAB JOINT OCCUR: (2) #4 x

4'-0" LONG, 1 1/2" CLEAR FOMR

TOP OF SLAB, CENTER ON

END OF SLAB JOINT

CONTRACTOR'S OPTION:

ROUND ISOLATION JOINT IN

LIEU OF DIAMOND JOINT

CONTRACTOR'S OPTION: FILL

WITH CONCRETE MATCHING

DEPTH OR FILL WITH

CONCRETE TO TOP OF

PEDESTAL OR FOOTING

SLAB JOINT, REFER

TO PLAN

COLUMN BASE PLATE

BELOW, REFER TO

OTHER DETAILS

2" M

IN

CONTINUOUS BOND

BREAKER

COLUMN, REFER TO

PLAN

- MAIN REINF

- LAPPED REINF CRITICAL

SECTION

INSIDE BEND DIAMETER (DEVELOPMENT, UNO):

6X DIA OF BAR - #3 TO #8 BARS

8X DIA OF BAR - #9 TO #11 BARS

10X DIA OF BAR - #14 & #18 BARS

INSIDE BEND DIAMETER (STIRRUPS/TIES/HOOPS):

4X DIA OF BAR - #3 TO #5 BARS

6X DIA OF BAR - #6 TO #8 BARS

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HOOKED BAR

DETAIL 1 DETAIL 2

2 1/2" MIN COVER

TYPICAL REINFORCING NOTES:

1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL BE AS

SHOWN IN THESE TABLES UNLESS NOTED OTHERWISE ON THE

DRAWINGS.

2. THE LENGTHS SHOWN IN THE TABLES ARE BASED ON THE FOLLOWING

CONCRETE COVERAGE AND REINFORCING C TO C SPACING:

BEAMS OR COLUMNS: COVER ≥ 1.0bd (BAR DIAMETER) C TO C SPACING ≥ 2.0bd

ALL OTHERS: COVER ≥ 1.0bd C TO C SPACING > 3.0 bd

3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED SUCH

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

BELOW THE DEVELOPMENT LENGTH OR SPLICE. VERTICAL BARS MAY BE

CLASSIFIED AS OTHER.

4. THE DEVELOPMENT AND SPLICE LENGTHS SHOWN SHALL NOT APPLY IF

ANY OF THE FOLLOWING CONDITIONS OCCUR:

A. f'c < 4000 psi B. fy > 60,000 psi

C. THE COVER OR C TO C BAR SPACING IS NOT AS LISTED ABOVE.

D. THE REINFORCING STEEL IS EPOXY COATED.

E. LIGHT WEIGHT CONCRETE IS USED.

5. WHERE BAR SPLICES ARE STAGGERED SUCH THAT ONE-HALF OR LESS OF

TOTAL REINFORCEMENT IS SPLICED WITHIN REQD LAP LENGTH. SPLICE

LENGTH MAY EQUAL DEVELOPMENT LENGTH.

6. C TO C SPACING(S) IS DEFINED AS BELOW:

DEVELOPMENT LENGTH NOTES:

1. WHERE DRAWINGS ARE DETAILED SIMILIAR TO DETAIL 2, EXTEND

THE EMBEDMENT LENGTH SUCH THAT THE HOOKED BAR CONTACTS

THE LAYER OF MAIN REINFORCING SHOWN.

2. EMBEDMENT LENGTHS IN CHART ARE TYPICAL EXCEPT AS NOTED IN

DETAIL 2, OR AS INDICATED ON DRAWINGS.

LE

NG

TH

12X DIA OF BAR

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TH

OR

1/2 " M

IN

4X

D

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O F

BA

R"S"

T

1'-0" MIN

T

(L

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S

TH

AN

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SS

SE

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PL

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LENGTH

DEVELOPMENT

LAP REINF

NOTE:

PROVIDE DIAGONAL #4X3'-0" TOP OR #4

CORNER BAR TOP AT ALL CORNERS OF

RECESS

TOC EL PER

PLAN

RECESS, COORD

WIDTH AND HEIGHT W/

OTHER DISCIPLINES

SEE SLAB JOINT DETAIL

SAWED JOINT FACE

INITIAL SAWCUT/

FORMED JOINT

BACKER ROD

SEALANT PER DIV

07 SPECS

H

H/ 4 M

IN 3" MAX

1/4"

H

H/ 4 M

IN 3" MAX

1/4"

CONTRACTION JOINT (CTJ)

CONSTRUCTION JOINT (CJ)

SMOOTH DOWELS 3/4" DIA

X 1'-4" @ SAME SPACING

AS SLAB REINF OR 12" OC

IN SLABS WITH WWF.

PAINT & GREASE ONE END

12" CAPILLARY

WATER BARRIER

C3 S-501

VR

H/

2" 2"

12" CAPILLARY

WATER BARRIER

VR

1/8" TO 1/4" SEALED

(FORMED)

C3 S-501

1/8" TO 1/4" SEALED

(SAWED)

SMOOTH DOWELS 3/4" DIA

X 1'-4" @ SAME SPACING

AS SLAB REINF OR 12" OC

IN SLABS WITH WWF.

PAINT & GREASE ONE END

SPLICE, TYP

LAP

(5) #4 CONT

SLAB JOINT WHERE

APPLICABLE, TERMINATE

REINF ON BOTH SIDES

DOWEL, MATCH AND LAP

WALL REINF

CMU WALL PER PLANS

AND SPECIFICATIONS

#4@12"

SLAB REINF

NOTE:

WHERE JOINT INDICATED AT OR NEAR

FACE OF WALL, DISCONTINUE

REINFORCEMENT AND PROVIDE

DOWELS.

T+

1' - 6" 1' - 6"

"T

SLOPE SLOPE

SL

OP

E

SLOPE 1/2" TO

DRAIN

RAD = 18"

PROVIDE #4 TRIM BARS AT

RE-ENTRANT CORNERS TYP

. 2" C

LR

GRADE BEAM

CONC FDTN

WALL OR DOOR OPNG

GRADE BEAM

CONC FDTN

WALL OR

CONC FDTN WALL

3'- 0"

TYP

30# FELT TYP

BOND BREAKER ON

TROWELED FINISH

REFER TO WALL SECTIONS

FOR WALL THICKNESS AND

REINF

ISOLATION JT - COORDINATE

LOCATION W/ ARCH

SECTION VIEW

SOG. REFER TO PLAN FOR

REINFORCING INFORMATION

REFER TO CIVIL

T/SIDEWALK

REFER TO PLAN

T/SLAB

1'

0"

3 MIN

PLAN VIEW

SIDEWALK. REFER TO CIVIL

ISOLATION JOINT. COORD

LOCATION WITH ARCH DWGS

NOTES:

1. DETAIL APPLIES TO BOTH ROUND AND SQUARE OR RECTANGULAR OPNGS

("D" = HEIGHT OR WIDTH).

2. DIAGONAL BARS ARE REQUIRED FOR ALL OPENINGS EXCEPT FLOOR DRAINS,

BUT ADD BARS ARE NOT REQUIRED WHERE NO REINFORCEMENT OR DECK

FLUTES INTERRUPTED BY OPENING.

3. REINFORCE OPENINGS WITH "D" LARGER THAN 3'-0" AS INDICATED ON THE

DRAWINGS. IF NOT INDICATED, CONTACT THE ENGINEER.

ADD BARS:

MATCH AREA OF

INTERRUPTED REINF

(3) #3 CTD MIN

DIAGONAL BARS:

(3) #3 CTR TYP

X 3'-0" FOR SQUARE OR

RECTANGULAR OPNG

EM

BE

D

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, T

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2" T

YP

"D"

SIZE & IDENTIFICATION

AS NOTED ON PLANS

REINF PER

WALL/SLAB

OPNG DETAIL

SEEPAGE RING PL3/8X2

ALL AROUND

2"

T

0.5 T

SEAL WELD ALL

AROUND

STD WT PIPE SLEEVE

OR PL1/4

4" 4"

S

LE

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E

EX

TE

NS

IO

N

AT

SL

AB

S

ON

LY

2"

ADD #4 X 3'-0" T&B CTR ON

INTERSECTING JOINTS

JOINT

THETA

JOINT

2"

2"

(2) #4 X 3'-0" T&B, HOOK ENDS WHERE

BAR EXTENDS TO EDGE OF CONC

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

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1562331

RS/RC

EJA

DSN

04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

S-501

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12874069

ALC MWR

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NOT TO SCALEC4 TYPICAL COLUMN ISOLATION JOINT DETAIL

NOT TO SCALEA1 TYPICAL REINFORCING DEVELOPMENT AND SPLICES

NOT TO SCALED2 TYPICAL SLAB RECESS AND SLAB EDGE DETAILS

NOT TO SCALEC3 SLAB JOINT

NOT TO SCALEC5 SLAB ON GRADE JOINTS

NOT TO SCALED1 TYPICAL THICKENED SLAB AT CMU

NOT TO SCALEB3 TYPICAL FLOOR DRAIN DETAIL

NOT TO SCALEB4

TYPICAL SLAB REINFORCING

AT DOOR OPENING

NOT TO SCALEB5 WALL/SLAB OPENING

NOT TO SCALEA5 TYPICAL SLEEVE THROUGH WALL/SLAB

NOT TO SCALED4

TYPICAL ADD BARS AT

INTERSECTING JOINTS

NOT TO SCALEA3

TYPICAL RE-ENTRANT CORNER BARS IN SLAB

FOR ANY THETA LESS THAN 170 DEGREES

#11 2'-7" 2'-3" 2'-0" #10 2'-4" 2'-1" 1'-10" #9 2'-1" 1'-10" 1'-8" #8 1'-10" 1'-7" 1'-5" #7 1'-8" 1'-5" 1'-3" #6 1'-5" 1'-3" 1'-1" #5 1'-2" 1'-0" 11" #4 11" 10" 9" #3 9" 8" 7"

LENGTH OR MIN

EMBEDMENT

LENGTH OR MIN

EMBEDMENT

LENGTH OR MIN

EMBEDMENT

BAR SIZE

f'c = 3000psi f'c = 4000psi f'c = 5000psi

DEVELOPMENT LENGTHS HOOKED BARS

#11 6'-6" 8'-5" 8'-5" 10'-11" 5'-7" 7'-3" 7'-3" 9'-5" 5'-0" 6'-6" 6'-6" 8'-6" #10 5'-10" 7'-7" 7'-7" 9'-10" 5'-1" 6'-7" 6'-7" 8'-6" 4'-6" 5'-11" 5'-11" 7'-8" #9 5'-2" 6'-9" 6'-9" 8'-9" 4'-6" 5'-10" 5'-10" 7'-7" 4'-0" 5'-3" 5'-3" 6'-9" #8 4'-7" 6'-0" 6'-0" 7'-9" 4'-0" 5'-2" 5'-2" 6'-9" 3'-7" 4'-8" 4'-8" 6'-0" #7 4'-0" 5'-3" 5'-3" 6'-9" 3'-6" 4'-6" 4'-6" 5'-11" 3'-2" 4'-1" 4'-1" 5'-3" #6 2'-9" 3'-7" 3'-7" 4'-8" 2'-5" 3'-1" 3'-1" 4'-1" 2'-2" 2'-10" 2'-10" 3'-8" #5 2'-4" 3'-0" 3'-0" 3'-11" 2'-0" 2'-7" 2'-7" 3'-5" 1'-10" 2'-4" 2'-4" 3'-0" #4 1'-10" 2'-5" 2'-5" 3'-2" 1'-7" 2'-1" 2'-1" 2'-9" 1'-5" 1'-11" 1'-11" 2'-5" #3 1'-5" 1'-10" 1'-10" 2'-4" 1'-3" 1'-7" 1'-7" 2'-1" 1'-1" 1'-5" 1'-5" 1'-10"

OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP

DEVELOPMENT LENGTH SPLICE LENGTH DEVELOPMENT LENGTH SPLICE LENGTH DEVELOPMENT LENGTH SPLICE LENGTHBAR SIZE f'c = 3000psi f'c = 4000psi f'c = 5000psi

REINFORCING DEVELOPMENT AND SPLICES

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/06 /20