1605706_Dwgs_6of13.pdf

N A

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B L

IC

W O

R K

S

D E

P A

R T

M E

T

R L E

N

R L

C

L

C K

N E

W

J E

R S

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

R

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

IO

R L E

C O

L

C K

N E

W

J E

R S

E

1605706

P A

R T

M E

F

H

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

IE

G

IN

E E

R

IN

G

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

N E

R A

AFDE JT

P

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -0

.d g n

R U

C T

U R

A L G

E N

E R

A L N

O T

E S

0000-S-001

NTS

DESIGN CRITERIA

GENERAL INFORMATION

FOUNDATIONS

FORMWORK, SHORING, AND BRACING

CONCRETE REINFORCING

S

D1

THICK.

SLABS AND ARE NOT ALLOWED FOR THE TOP MATS OF REINFORCING IN ELEVATED SLABS LESS THAN 12 INCHES

“BURY”BARS OR “CARRIER”BARS ARE NOT ALLOWED FOR THE BOTTOM MATS OF REINFORCING IN ALL ELEVATED 3.

80 PERCENT OF THE 28 DAY COMPRESSIVE STRENGTH AS DETERMINED BY FIELD CYLINDER BREAKS.

TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ELEVATED CONCRETE FLOOR OR SLABS HAVE REACHED 2.

OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN.

CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND

STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO

DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE

STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY. 1.

BY BUILDING MANUFACTURERSEISMIC BASE SHEAR (V):

BY BUILDING MANUFACTURERSEISMIC RESPONSE COEFFICIENT (Cs):

BY BUILDING MANUFACTURERRESPONSE MODIFICATION FACTOR (R):

BY BUILDING MANUFACTURERLATERAL FORCE-RESISTING SYSTEMS:

STRUCTURES HAVE BEEN ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURES OF ASCE 7

= 1.25IMPORTANCE FACTOR, Ie

= BSEISMIC DESIGN CATEGORY

= DSITE CLASS

= 0.103gS

= 0.246gS

DESIGN SPECTRAL RESPONSE ACCELERATIONS

= 0.06gS

= 0.23gS

MAPPED SPECTRAL RESPONSE ACCELERATIONS

8. SEISMIC LOADS:

CAST IN PLACE CONCRETE

3500 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 7 PERCENT.

WHERE 3000 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 16 PERCENT. WHERE 3.

HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS.

12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR.

TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 2.

REQUIRED FOR CONCRETE COVER LESS THAN 2”.

LAP LENGTHS ARE BASED ON MINIMUM CONCRETE COVER OF 2”. LONGER LENGTHS ARE 1.

PATCH FORM TIE HOLES IN ACCORDANCE WITH D1/900-S-801.9.

DRAWINGS.

DO NOT PLACE CONDUIT PARALLEL TO BEAM OR COLUMN REINFORCEMENT UNLESS SPECIFICALLY INDICATED IN 8.

CONCRETE SHALL BE EMBEDDED IN THE CONCRETE.

NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE 7.

AND INSERTS PRIOR TO PLACEMENT OF CONCRETE.

COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS 6.

CONCRETE.

ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO PLACING ADJACENT 5.

STRUCTURES, CHANNELS, AND BELOW GRADE STRUCTURES, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.

CONTINUOUS WATERSTOP AS SPECIFIED SHALL BE INSTALLED IN CONSTRUCTION JOINTS OF HYDRAULIC 4.

DESIGN STRENGTHS ARE SAME AS 28-DAY COMPRESSIVE STRENGTHS.3.

4,500 PSI TYPICAL (UNLESS NOTED OTHERWISE)

28-DAY COMPRESSIVE STRENGTHS (TO MEET STRUCTURAL STRENGTH REQUIREMENTS):2.

ACI 318-14; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

ACI 301-16; SPECIFICATIONS FOR STRUCTURAL CONCRETE

SPECIFIED:

ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING, UNLESS OTHERWISE 1.

ACCORDANCE WITH DETAIL A2/900-S-803

PROVIDE ADDITIONAL STEEL REINFORCEMENT AT HORIZONTAL CONSTRUCTION JOINT IN 12.

REQUIREMENTS:

REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM 11.

AND C2/900-S-803.

PROVIDE ADDITIONAL STEEL REINFORCEMENT AROUND OPENINGS IN ACCORDANCE WITH DETAILS C1/900-S-803 10.

GRADE DURING CONCRETE PLACEMENT IS NOT PERMITTED.

SUPPORTS WITH SPACERS TO KEEP REINFORCING ABOVE THE PREPARED GRADE. LIFTING REINFORCING OFF

REINFORCING STEEL FOR FOOTINGS AND SLABS ON GRADE SHALL BE ADEQUATELY SUPPORTED ON BAR 9.

TYPICAL VERTICAL REINFORCING STEEL SHOWN OR REQUIRED BY NOTES ABOVE.

VERTICAL BARS WITH MATCHING DOWELS AT WALL ENDS, CORNERS AND INTERSECTIONS WITH SIZE TO MATCH

LAP VERTICAL WALL BARS WITH DOWELS FROM BASE SLABS. PROVIDE A MINIMUM OF FOUR FULL HEIGHT 8.

REINFORCEMENT SHALL BE LAPPED WITH CORNER BARS.

FOOTINGS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING FOOTING. OUTSIDE FACE WALL FOOTING

WALL FOOTING CORNER AND INTERSECTION REINFORCEMENT BARS SHALL BE EXTENDED INTO CONNECTING 7.

90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS.6.

TYPICAL HORIZONTAL WALL REINFORCING SHALL LAP WITH THE CORNER HORIZONTAL REINFORCING.

REINFORCING SIZES AND SPACINGS SHALL BE AS SHOWN ON THE DRAWINGS AND REFERENCED TO THIS DETAIL.

REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAIL A4/900-S-803. WALL CORNER 5.

2”ALL OTHER CONCRETE SURFACES:

3”WHEN CAST AGAINST EARTH:

CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE:4.

DETAILS ON THE DRAWINGS OR BY THE SPECIFICATIONS.

PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE REQUIRED BY THE

EACH FACE#5@12”12”

EACH FACE#4@12”10”

CENTERED#5@12” 8”

CENTERED#4@12” 6”

LOCATIONREINF EACH WAYTHICKNESS

MINIMUM REINFORCING FOR CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS:3.

“SPECIFICATIONS FOR STRUCTURAL CONCRETE”.

FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 301 2.

ASTM A615, GRADE 60TYPICAL:

REINFORCING STEEL:1.

DS

026 134

FOUNDATIONS (CONTINUED)

UNITS OF ELEVATIONS NOTED ON PLANS ARE IN FEET.11.

PROCEEDING WITH RELATED WORK.

MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND WITH EQUIPMENT FURNISHED PRIOR TO

VERIFY SIZE AND LOCATION OF ALL OPENINGS THROUGH FLOORS, WALLS, SLABS, AND ROOFS WITH 10.

APPROVED IN WRITING BY THE C. O.

STRUCTURAL MEMBERS SHALL NOT BE CUT (FOR PIPES, DUCTS, ETC.) UNLESS SPECIFICALLY DETAILED OR 9.

PERFORM THE WORK.

METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, ETC. REQUIRED TO SAFELY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK RELATED TO CONSTRUCTION, ERECTION 8.

CONSTRUCTING FOUNDATIONS. COORDINATE WITH THE C. O.

THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND BURIED ITEMS PRIOR TO 7.

SCHEDULING, AND CONSTRUCTION.

SPECIFICATIONS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS FOR PURPOSES OF BIDDING, 6.

COORDINATE PIPING OPENINGS WITH OTHER DISCIPLINE DRAWINGS.

DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS AND FOUNDATIONS.

FOR NUMBER, TYPE, SIZE, ARRANGEMENT, AND/OR LOCATION OF EQUIPMENT PADS, SEE OTHER DISCIPLINE 5.

INTERPRETATION OF APPLICABILITY OF TYPICAL DETAIL.

THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT. COORDINATE WITH THE C. O. FOR

DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING THROUGHOUT 4.

CONSTRUCTION. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOADS.

THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF 3.

STRUCTURE. NOTIFY C. O. IF CONDITIONS VARY FROM THAT SHOWN PRIOR TO STARTING WORK.

OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS AFFECTED BY THE EXISTING

REPRESENT THE AS-CONSTRUCTED CONDITIONS. FIELD VERIFY DIMENSIONS, ELEVATIONS AND DETAILING

CONSTRUCTION SHOWN REFLECTS AVAILABLE EXISTING DESIGN DOCUMENTS, AND DOES NOT NECESSARILY

INFORMATION (DETAILING, DIMENSIONS, CONFIGURATIONS, AND ELEVATIONS, ETC.) OF EXISTING 2.

QUANTITY OF MATERIALS.

INTENDED FOR INFORMATION USE ONLY AND SHALL NOT BE USED TO DETERMINE SPECIFIC DIMENSIONS OR

STRUCTURAL DRAWINGS SHALL NOT BE SCALED. REFERENCE SCALES INDICATED ON THE DRAWINGS ARE 1.

= BY MANUFACTURER(WINDOWS, DOORS, LOUVERS, ETC)

COMPONENT AND CLADDING WALL ELEMENTS

= IIIRISK CATEGORY

= BY MANUFACTURERINTERNAL PRESSURE COEFFICIENT, GCpi

= CEXPOSURE CATEGORY

= 99 MPHNOMINAL DESIGN WIND SPEED (Vasd):

= 127 MPHULTIMATE DESIGN WIND SPEED (Vult):

MWFRS DIRECTIONAL PROCEDUREASCE 7 METHOD:

WIND LOADS 7.

100 PSFWALKWAYS AND ELEVATED PLATFORMS

100 PSFCORRIDORS, EXITS, STAIRS

200 PSFMECHANICAL ROOM

300 PSFELECTRICAL ROOM

FLOOR LIVE LOADS:8.

= 20 PSFROOF LIVE LOAD (NOT REDUCIBLE)7.

= 22 PSFMINIMUM FLAT ROOF SNOW LOAD, Pf

= 1.10IMPORTANCE FACTOR, I

= 1.0THERMAL FACTOR, Ct

= 1.0SNOW EXPOSURE FACTOR, Ce

= 20 PSFGROUND SNOW LOAD, Pg

ROOF SNOW LOADS:6.

= 10 PSFCOLLATERAL LOADS (MISC. MECH/ELEC)

SELF WEIGHTDEAD LOADS:5.

ALL LOADS SHOWN ARE SERVICE LEVEL (UNFACTORED) UNLESS SPECIFICALLY NOTED OTHERWISE.4.

REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.3.

UFC 3-201-01; CIVIL ENGINEERING, CHANGE 2, 01 JULY 2019

UFC 3-220-01; GEOTECHNICAL ENGINEERING, 01 NOV. 2012

UFC 3-310-04; SEISMIC DESIGN FOR BUILDINGS, CHANGE 1, 20 JUNE 2016

UFC 3-301-01; STRUCTURAL ENGINEERING, CHANGE 4, 01 NOV. 2018

UFC 1-200-01; GENERAL BUILDING REQUIREMENTS, CHANGE 2, 01 NOV. 2018

2. UNIFIED FACILITIES CRITERIA (UFC) STANDARD

ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

2015 INTERNATIONAL BUILDING CODE (IBC)

DESIGN CODE AND STANDARD1.

= 42 IN

FROST DEPTH:7.

NOTE 2: MODULUS OF SUBGRADE REACTION FOR A TOTAL SETTLEMENT OF 1 INCH AFTER GROUND IMPROVEMENT.

SETTLEMENT NOT TO RESULT IN AN ANGULAR DISTORTION IN EXCESS OF 1/500

ASSOCIATED SETTLEMENTS NOT TO EXCEED 1 INCH OF TOTAL SETTLEMENT AND DIFFERENTIAL

NOTE 1: THE SHALLOW FOUNDATION DESIGN IS BASED ON THE NET ALLOWABLE SOIL BEARING PRESSURE AND

= 10-20 PCI (SEE NOTE 2)0650 - SBR 1&2

= 10-20 PCI (SEE NOTE 2)0600 - CHEMICAL BUILDING AND BLOWER PAD

MODULUS OF SUBGRADE REACTION:D.

= 2 FT OF SOIL WEIGHTVERTICAL SURCHARGE:C.

= 91 FT - MSLNORMAL HIGH GROUND WATER (GW) ELEVATION:B.

= 1,500 PSF (SEE NOTE 1)0650 - SBR 1&2

= 1,500 PSF (SEE NOTE 1)0600 - CHEMICAL BUILDING AND BLOWER PAD:

NET ALLOWABLE SOIL BEARING PRESSURES:A.

SOIL DESIGN PARAMETERS:6.

12795317

PLAN, SHEET 0100-CG-101, FOR LOCATION OF FACILITIES AND LIMITS OF GROUND IMPROVEMENT.

SPECIFICATIONS, SECTION 02 41 10 FOR GROUND IMPROVEMENT REQUIREMENTS, GRADING AND DRAINAGE

CONSTRUCTION OF THE CHEMICAL BUILDING, BLOWER PAD, SBR 1&2 AND STAIRS PLATFORM. SEE PROJECT

GROUND IMPROVEMENT USING RAPID IMPACT COMPACTION IS SPECIFIED PRIOR TO FOUNDATION 5.

DIAPHRAGMS, HAVE BEEN COMPLETED.

COMPRESSIVE STRENGTH, OR UNTIL TOP-OF-WALL FRAMING SYSTEMS, INCLUDING STEEL OR WOOD

AND TOP SUPPORTING SLAB’S CONCRETE HAS ATTAINED 80 PERCENT OF THEIR SPECIFIED 28 DAY

NO BACKFILL SHALL BE PLACED BEHIND WALLS UNTIL THE WALL'S CONCRETE HAS ATTAINED 100 PERCENT 4.

REPORTS.

IF THE ACTUAL EXPOSED SUBGRADE IS AS ANTICIPATED BY THE SITE SPECIFIC BORINGS, TESTING, AND DATA

DESIGNEE PRIOR TO PLACEMENT OF FORMWORK OR REINFORCING STEEL. THE OBSERVATION SHALL VERIFY

FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER OR QUALIFIED 3.

TO SECTION 31 23 00.00 20.

- CHEMICAL BUILDING: STRIP FOOTINGS OVER A MINIMUM OF 6 INCHES OF GRANULAR FILL IN CONFORMANCE

00.00 20. A MINIMUM UNDERCUT DEPTH OF 42 INCHES BELOW THE FINISHED GRADE IS REQUIRED.

SLABS-ON-GRADE OVER NON-FROST SUSCEPTIBLE GRANULAR FILL IN CONFORMANCE TO SECTION 31 23 PAD:

- BLOWER PAD, STAIR'S PLATFORM, TRANSFORMER PAD AND ELECTRICAL SERVICE

31 23 00.00 20. A MINIMUM UNDERCUT DEPTH OF 42 INCHES BELOW THE FINISHED GRADE IS REQUIRED.

- SBR 1&2: MAT FOUNDATION OVER NON-FROST SUSCEPTIBLE GRANULAR FILL IN CONFORMANCE TO SECTION

SHALL BEAR ON A MINIMUM OF:

MAT SLABS, SLABS-ON-GRADE, AND STRIP FOOTINGS FOUNDATIONS SPECIFICALLY NOTED TO BE ON FILL 2.

REPLACEMENT, BY JACOBS DATED 02/05/2020.

REFER TO GEOTECHNICAL ENGINEERING REPORT, S91 WASTE WATER TREATMENT PLANT REPAIR BY 1.

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

STATE OF

No 80180

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

N E

R A

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:0

F

IL

E N

A M

E

B L

D G

-1

-S -0

.d

R U

C T

U R

A L G

E N

E R

A L N

O T

E S

0000-S-002

NTS

WELDING

STRUCTURAL STEEL AND METAL FABRICATIONS

BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) UNLESS INDICATED OTHERWISE.4.

OF THE EXISTING CONCRETE.

USE INTERMITTENT WELDS AT FIELD WELDS OF EMBED PLATES AND ANGLES TO AVOID SPALLING OR CRACKING 3.

REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26.2.

D1.6, STRUCTURAL WELDING CODE STAINLESS STEEL

D1.4, STRUCTURAL WELDING CODE REINFORCING STEEL

D1.3, STRUCTURAL WELDING CODE SHEET STEEL

D1.2, STRUCTURAL WELDING CODE ALUMINUM

D1.1, STRUCTURAL WELDING CODE STEEL

WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS): 1.

ENGINEER.

MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THE

NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL 6.

ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE OF OIL, DIRT AND PAINT.5.

F468, ALLOY 2024-T4ALUMINUM

A307 / A153GALVANIZED STEEL

F593, AISI TYPE 316, CONDITION CWSTAINLESS STEEL

A307STEEL

MACHINE BOLTS (MB)

F1554, GR 36 / A153STEEL OR GALVANIZED STEEL

F593, AISI TYPE 316, CONDITION CWSTAINLESS STEEL

ANCHOR BOLTS (AB)

A325-NUNLESS SHOWN OTHERWISE

WHERE SPECIFICALLY INDICATED OTHERWISE:

FASTENERS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING ASTM STANDARDS EXCEPT 4.

CONSTRUCTION, CURRENT EDITION, AND CURRENT OSHA STANDARDS.

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC MANUAL OF STEEL 3.

B209PLATES

B308STRUCTURAL SHAPES

ALUMINUM SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:2.

A276STAINLESS STEEL SHAPES

A53, GRADE BSTEEL PIPE

A500, GRADE BHOLLOW STRUCTURAL SECTIONS (HSS)

A36ANGLES, CHANNELS, PLATES, ETC.

MISCELLANEOUS SHAPES INCLUDING

A992W-SHAPES

STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:1.

OVERHEAD MOUNTED SUPPORTS

POST-INSTALLED ANCHORS

INSPECTION AND TESTING

DELEGATED ENGINEERING SYSTEMS

C.O. AND APPROVED PRIOR TO INSTALLATION OF THESE ITEMS.

FORM, ALONG WITH THE COMPLETED, FINAL SUBMITTAL SHALL THEN BE SUBMITTED BY THE CONTRACTOR TO THE

AND ACCEPTANCE BY THE C.O. ADDITIONALLY, ACCEPTANCE INDICATED ON THE GOVERNMENT’S COMMENT

CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW

STRUCTURAL ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE, THE

TO MEET C.O. APPROVAL REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED

EXPECTED TO CONTAIN STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW

THE FOLLOWING IS A LIST OF DELEGATED ENGINEERING SYSTEMS PER UFC 3-301-01 SECTION 2-1.1.1 THAT ARE 3.

IF THEY ARE NOT ALREADY IDENTIFIED.

ITEMS TO BE ADDED TO THE APPROPRIATE TABLES IN THE PROJECT'S STATEMENT OF SPECIAL INSPECTIONS PLAN

MEET CODE REQUIREMENTS, THE DELEGATED ENGINEERING SYSTEMS SUBMITTAL SHALL INCLUDE SPECIFIC LINE

CERTIFICATION OF COMPONENTS THAT REQUIRE SPECIAL INSPECTION AND/OR STRUCTURAL OBSERVATION TO

WHERE DELEGATED ENGINEERING SYSTEMS INCLUDE ADDITIONAL MATERIALS, INSTALLATION, ANCHORAGE, OR 2.

INSTALLATION OF THAT PORTION OF THE WORK.

THESE CONSTRUCTION DOCUMENTS AND WHICH ARE TO BE SUBMITTED FOR C.O. ACCEPTANCE PRIOR TO

DELEGATED ENGINEERING SYSTEMS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED WITH 1.

TESTING REQUIREMENTS.

CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 01 45 35 - SPECIAL INSPECTION FOR INSPECTION AND 2.

OBSERVATION, AND TESTING FOR WIND AND SEISMIC RESISTANCE, AS APPLICABLE.

BUILDING CODE CHAPTER 17 PROVISIONS AND UFC 3-301-01 FOR SPECIAL INSPECTION, STRUCTURAL

THE STATEMENT OF SPECIAL INSPECTION PROVIDES PROJECT COMPLIANCE WITH THE 2015 INTERNATIONAL 1.

PROVISIONS.

MOUNTED FEATURES SHALL BE LATERALLY BRACED IN ACCORDANCE WITH THE REFERENCED CODE c.

FORCE OF 0.5 TIMES THE COMPONENT WEIGHT APPLIED IN ANY HORIZONTAL DIRECTION.

MOUNTED FEATURES WEIGHING MORE THAN 31 POUNDS SHALL BE LATERALLY SUPPORTED FOR A MINIMUM b.

FORCE OF 1.5 TIMES THE COMPONENT WEIGHT IN THE DOWNWARD DIRECTION.

MOUNTED FEATURES WEIGHING MORE THAN 31 POUNDS SHALL BE VERTICALLY SUPPORTED FOR A MINIMUM a.

SUPPORTED AND LATERALLY BRACED AS FOLLOWS:

ARCHITECTURAL, MECHANICAL, AND EQUIPMENT COMPONENTS AND EQUIPMENT SHALL BE VERTICALLY 2.

BE IN ACCORDANCE WITH THE REFERENCED CODE.

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS AND EQUIPMENT SUPPORTS. THE DESIGN SHALL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILS, AND INSTALLATION OF ALL 1.

POST-INSTALLED ANCHORS SHALL BE IN ACCORDANCE WITH 05 50 13, MISCELLANEOUS METAL FABRICATIONS.3.

THE PROPER INSTALLATION PROCEDURES AND SHALL OBSERVE INITIAL INSTALLATION OF THE ANCHORS.

A MANUFACTURER'S TECHNICAL REPRESENTATIVE (NOT A DISTRIBUTOR OR AGENT) SHALL TRAIN INSTALLERS ON 2.

REQUIREMENTS OF THE RESPECTIVE ICC-ES REPORT, AND THE APPLICABLE BUILDING CODE.

PUBLISHED INSTALLATION INSTRUCTIONS, THE EQUIPMENT MANUFACTURER'S REQUIREMENTS, THE

INSTALLATION AND INSPECTION OF ALL POST-INSTALLED ANCHORS SHALL CONFORM TO THE MANUFACTURER'S 1.

027 134

12795318

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AF

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:0

F

IL

E N

A M

E

B L

D G

-1

-S -1

.d g n

S T

R U

C T

U R

A L

0600-S-101

DE JT

AS NOTED

C H

E M

IC

A L B

U

IL

D

IN

G

F O

U N

D A

T

IO

N P

L A

N

FOUNDATION PLAN

SCALE: 3/8"=1'-0" 4'0 2' 8'

N

8" TYP

40'-8"

S L

O P

E

HP EL 93.20

T.O. GROUT

LP EL 93.05

T.O. GROUT

TOC EL 92.33

B1

0600-S-301

B1

0600-S-301

A1

0600-S-301

A1

0600-S-301

17'-6"

GENERAL SHEET NOTES

1'-8" TYP1'-8" TYP

15'-10"9'-0"15'-10"

S L

O P

E

5'-0" 13'-8" 3'-4" 6'-8" 3'-4" 13'-8"

TYP

TOC EL 91.33

SHEET KEYNOTES

UNDER STOOP.

AT CONTRACTOR OPTION, EXTEND FOOTING SLAB 2.

DOOR STOOP, SEE DETAIL A3/900-S-802.1.

028 134

12795319

23 00.00 20.

GRANULAR FILL IN CONFORMANCE TO SECTION 31

BOTTOM OF FOUNDATION AND BACKFILL WITH

UNDERCUT A MINIMUM OF 6 INCHES BELOW THE b.

FACILITIES AND LIMITS OF GROUND IMPROVEMENT

PLAN, SHEET 0100-CG101, FOR LOCATION OF

REQUIREMENTS, AND GRADING AND DRAINAGE

SECTION 02 41 10 FOR GROUND IMPROVEMENT

CONSTRUCTION. SEE PROJECT SPECIFICATIONS,

COMPACTION IS SPECIFIED PRIOR TO FOUNDATION

GROUND IMPROVEMENT USING RAPID IMPACT a.

CHEMICAL BUILDING1.

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:4

F

IL

E N

A M

E

B L

D G

-1

-S -1

.d g n

S T

R U

C T

U R

A L

0600-S-102

DE JT

AS NOTED

C H

E M

IC

A L B

U

IL

D

IN

G

F L

O O

R P

L A

N

FLOOR PLAN

SCALE: 3/8"=1'-0" 4'0 2' 8'

40'-8"

SLOPEB1

0600-S-301

B1

0600-S-301

A1

0600-S-301

A1

0600-S-301

SLOPE

1 TYP

TOC EL 94.33

EL 94.33

TOC HP

EL 94.33

TOC HP

EL 94.00

TOC HP

EL 93.80

TOC LP

EL 94.33

TOC HP

EL 94.15

TOC LP

N

17'-6"

20'-0"15'-10"9'-0"15'-10"

5'-0"

SHEET KEYNOTES

AROUND BUILDING PERIMETER.

PRECAST WALL PANEL BEARING ELEVATION

SLOPE TRENCH GRATING AS SHOWN TO MAINTAIN 3.

TRENCH ENDS.

SUPPORT ALONG TRENCH WALLS AND GS-3 AT

FRP GRATING, SEE DETAIL C1/0900-S-807 W/ GS-1 2.

PRECAST WALL PANEL.1.

TYP OF 4

2'-0"8'-0"2'-0"14'-4"

TYP

SLOPE

EL 94.33

TOG HP

EL 94.15

TOG LP

EL 94.20

TOG LP

EL 94.33

TOG HP

8 TYP

GENERAL SHEET NOTES

SEE GENERAL NOTE 1

029 134

12795320

EL 94.20

TOC LP

GRANULAR FILL IN CONFORMANCE TO SECTION 31 23 00.00 20.

b. UNDERCUT A MINIMUM OF 42 INCHES BELOW THE FINISHED GRADE AND BACKFILL WITH NON-FROST SUSCEPTIBLE

GROUND IMPROVEMENT.

AND GRADING AND DRAINAGE PLAN, SHEET 0100-CG101, FOR LOCATION OF FACILITIES AND LIMITS OF

CONSTRUCTION. SEE PROJECT SPECIFICATIONS, SECTION 02 41 10 FOR GROUND IMPROVEMENT REQUIREMENTS,

a. GROUND IMPROVEMENT USING RAPID IMPACT COMPACTION IS SPECIFIED PRIOR TO FOUNDATION

BLOWER PAD 1.

8 8

CONC EQUIP PAD. SEE DETAIL A2/0900-S-805.9.

CONC EQUIP PAD, SEE DETAIL C2/0900-S-805.8.

SEE DETAIL A2/0900-S-806 SIM.

4'-0" W THICKENED SLAB AT WALL, 7.

CONC EQUIP PAD SEE DETAIL C4/0900-S-805.6.

SAWN CONTROL JOINT, SEE DETAIL C3/0900-S-802.5.

SLAB NOTCH, SEE SECTION FOR DETAILS.

END. OUTSIDE THIS LOCATION, PANEL BEARS ON

PRECAST PANELS TO BEAR AT EL 95.00 AT TRENCH 4.

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:0

F

IL

E N

A M

E

B L

D G

-1

-S -3

.d g n

S T

R U

C T

U R

A L

0600-S-301

DE JT

AS NOTED

C H

E M

IC

A L B

U

IL

D

IN

G

S E

C T

IO

N S

B1

SECTION

SCALE: 3/4"=1'-0" 2'0 1' 4'

A1

SECTION

SCALE: 3/4"=1'-0" 2'0 1' 4'

4'-0"

1'-8" 8" 1'-8"

1'-6"

3'-4"

8"2'-0"8"

RETARDER

VAPOR

SEE PLAN

TOC EL

TYP

PVC WS

FRP GRATING

FRCF

NOTE: REINF SHOWN #5@12" UON

NOTE: REINF SHOWN #5@12" UON

FRP GRATING

FRCF

SEE PLAN

TOC EL

SEE PLAN

TOC EL

SEE PLAN

TOC EL

SEE PLAN

TOC EL

SEE PLAN

TOC EL

RETARDER

VAPOR

TYP

PVC WS

8"

SLOPE

B1

0600-S-501

SIM

TOP

#5@9" EW

B1

0600-S-501

TYP

LAP

030 134

BUILDING WALL

PRECAST

BUILDING WALL

PRECAST

SEE DETAIL C4/0900-S-805

CONC EQUIP PAD

1/2" PJF

12795321

C L

R

EDGE ALONG BUILDING

OMIT THICKENED

SECTION 31 23 00.00 20

IN CONFORMANCE TO

GRANULAR FILL

NON-FROST SUSCEPTIBLE

600-S-102 600-S-101

600-S-102 600-S-101

HOOKS

ALTERNATE

#5@6"

HOOKS

ALTERNATE

#5@6"

PVC WS

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -5

.d g n

S T

R U

C T

U R

A L

0600-S-501

DE JT

AS NOTED

C H

E M

IC

A L B

U

IL

D

IN

G

B1

SECTION

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

D E

T A

IL

1' 2'0 6"

WALL PANEL TYP

PRECAST

SHALL BE 316 SST TYP

IN PRECAST PANEL

CONNECTION EMBED PLATES

BY BUILDING SUPPLIER

TO SLAB AS REQUIRED

AND CONCRETE ANCHOR

316 SST ANGLE

ABOVE FLOOR ELEVATION

DOES NOT EXTEND

DEPTH SHALL ENSURE SUPPORT ANGLE

REQUIRED BY BUILDING MFR

TO ACCOMMODATE CONNECTION

NOTCH DEPTH AS REQUIRED

BY BUILDING MFR

CONNECTION REQUIRED

TO ACCOMMODATE

AS REQUIRED

NOTCH WIDTH

031 134

12795322

FOLLOWING INSTALLATION OF PANELS

NONSHRINK GROUT

600-S-301

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:0

F

IL

E N

A M

E

B L

D G

-1

-S -1

.d g n

S T

R U

C T

U R

A L

0650-S-101

DE JT

AS NOTED

S B

R

N

SCALE: 1'4"=1'-0" 0 4' 8'2'

C3

SECTION

C3

0650-S-101

SCALE: 3/8"=1'-0" 4'0 2' 8'

A4

0650-S-101

A4

DETAIL

TYP

TOC EL 94.33

FOUNDATION PLAN

INNER TANK WALL

A4

0650-S-101

SIM

SCALE: 1"=1'-0"

1'-6"

MIN

8"

MIN

TANK WALL

0 1' 2'6"

PER MFR

EMBED CHANNEL

WELDED TO

TANK WALL

TANK ID

P L

A N S

E C

T

IO

N

A N

D D

E T

A

IL

SHEET KEYNOTES

MANUFACTURER

ADDITIONAL STAIR POSTS AS REQUIRED BY TANK 7.

SLAB.

1/2" PJF BETWEEN TANK SLAB AND PLATFORM 6.

ALUMINUM BRIDGE BY TANK MANUFACTURER5.

TANK MANUFACTURER

ALUMINUM PLATFORM AND RAILING PROVIDED BY 4.

MANUFACTURER

ALUMINUM STAIR AND RAILING PROVIDED BY TANK 3.

WITH TANK/PLATFORM MANUFACTURER.

PAD SIZE AND LOCATION SHALL BE COORDINATED

CONC LANDING PAD, SEE DETAIL C4/0900-S-805 SIM. 2.

TANK/PLATFORM MANUFACTURER.

SIZE SHALL BE COORDINATED WITH

CONC PAD, SEE DETAIL C4/0900-S-805 SIM. PAD 1.

7 3 2

STAIR WIDTH

'-0

" M

IN

S T

A

IR

W

ID

T

H GRID STEEL

LAP W/

GENERAL SHEET NOTES

032 134

OUTER TANK WALL

12795323

SHALL BE COORD W/ TANK SUPPLIER

REQUIRED CONC HOOKS

CHANNEL EMBEDMENT AND ANY

CHANNEL SUPPLIED BY TANK MFR

SEE PLAN

BARS T&B

CIRCUMFERENTIAL

SEE PLAN

RADIAL BARS T&B

INNER AND OUTER TANK WALLS. MAINTAIN MAX SPACING OF 9"

ADJUST QTY OF RADIAL BARS BASED ON FINAL DIAMETER OF

NOTE:

CIRCUMFERENTIAL BARS

#7@9" T&B

#6@9" x 2'-6"L RADIAL BARS

#6@9" RADIAL U-BARS

HOOKS

RADIAL

#6@9"

SEE PLAN

RADIAL BARS T&B

SEE PLAN

BARS T&B

CIRCUMFERENTIAL

TANK RADIUS W/ MFR

COORD FINAL

AT TANK CENTER

#7@9" EW T&B x 8'-0"

RADIAL

50-#7 T&B

RADIAL

106-#7 T&B

RADIAL

106-#7 T&B

R

9" MAXTANK WALLS TYP

REQUIRED AT

FOR ADDL REINF

SEE DETAIL A4

SEE DETAIL A4

212 RADIAL U-BARS

SETTLEMENT OF 0.5 INCHES.

ACCOMMODATE ESTIMATED DIFFERENTIAL

AND THE STAIR PLATFORM SHALL BE DESIGNED TO

CONNECTIONS BETWEEN THE SBR 1&24.

TO SECTION 31 23 00.00 20

IN CONFORMANCE

GRANULAR FILL

NON-FROST SUSCEPTIBLE

WITH MFR

TANK RADIUS

COORD FINAL

'-6

R

SCHEDULE IMPACTS.

SHALL SCHEDULE SUBMITTALS TO AVOID

REINFORCEMENT SHOP DRAWINGS. CONTRACTOR

APPROVED PRIOR TO REVIEW OF CONCRETE

TANK SLAB EMBEDS SHALL BE SUBMITTED AND 3.

TO SECTION 31 23 00.00 20.

SUSCEPTIBLE GRANULAR FILL IN CONFORMANCE

FINISHED GRADE AND BACKFILL WITH NON-FROST

UNDERCUT A MNIMUM OF 42 INCHES BELOW THE

SBR 1&2 AND STAIR'S PLATFORM: 2.

FACILITIES AND LIMITS OF GROUND IMPROVEMENT

PLAN, SHEET 0100-CG101, FOR LOCATION OF

REQUIREMENTS, AND GRADING AND DRAINAGE

SECTION 02 41 10 FOR GROUND IMPROVEMENT

CONSTRUCTION. SEE PROJECT SPECIFICATIONS,

COMPACTION IS SPECIFIED PRIOR TO FOUNDATION

GROUND IMPROVEMENT USING RAPID IMPACT 1.

SEE B1/0900-S-801 SIM

STAGGER LAPS

CIRCUMFERENTIAL TYP

#7@9" T&B

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

NOTE:

UNIFORM IN EACH DIRECTION.

APPROXIMATELY EQUAL HORIZONTALLY AND VERTICALLY AND SHALL BE

THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF WALLS SHALL BE

EXPOSED FACE OF WALL

WATERSTOP

SIDE OF WALL

INSIDE OR WATER

INSERTS EACH FACE

USE CONICAL TYPE

SPECIFIED, TYP

DEPTH OF CONE AS

REPAIR MATERIAL

FILL WITH

D1

NTS

FORM SNAP-TIE HOLE

SIZE

6" 6

5/32"

6"x3/8" 3/8" 3/8" 7/8"

1.

2.

3.

4.

NON-ROUND CENTER BULBS SHALL HAVE A MINIMUM OUTSIDE DIMENSION OF 'D'.

"A"

NOTES:

1/4"

"A" "B" "C" "D" "E" "F"

ALL RIBS, TYP

1/8" PROJECTION

@ CTR BULB

THICKNESS

"B"-MIN STEM THICKNESS

"E"-MIN BULB

FACE OF WS

EA SIDE, EA

NO. OF RIBS

"F"-APPROXIMATE

OUTSIDE DIA

"D"-CENTER BULB

@ OUTSIDE

THICKNESS

"C"-MIN STEM

CONSTRUCTION JOINTS.

SIMILAR WATERSTOPS WITHOUT CENTER BULB MAY BE SUBSTITUTED AT

BULB TYPE WATERSTOP SHOWN IS REQUIRED FOR EXPANSION AND CONTROL JOINTS.

SHOWN OTHERWISE.

USE 6 INCH WATERSTOPS IN ALL CONSTRUCTION JOINTS UNLESS SPECIFICALLY

C2

NTS

PLASTIC WATERSTOP

VERTICAL ELL VERTICAL TEE VERTICAL CROSS

FLAT ELL FLAT CROSS

ALL WELDS SHALL BE PER WATERSTOP MANUFACTURER'S RECOMMENDATIONS.

NOTE:

FLAT TEE

JOINTS

SHOWN BELOW FOR IN-PLANE

JOINTS & WELD SIMILAR AS

MITER CORNERS OF VERTICAL

WELD

SECOND

WELD

FIRST

WELD

SECOND

WELD

FIRST

WELD

THIRD

A2

NTS

WATERSTOP JOINTS

SEE SPLICE DETAIL A2/0900-S-801.

1.

2.

TOP BAR

LAP SPLICE

NOTE:

THIRD BAR

CLOSER THAN EVERY

MAY BE PLACED NO

STAGGERED SPLICES

OR 3'-0" MINIMUM

LESS THAN ONE LAP LENGTH

OF STAGGERED SPLICES NOT

CENTER-TO-CENTER SPACING

SPLICES AT EACH FACE OF WALL MAY OCCUR AT SAME LOCATION.

VERTICAL BARS NOT SHOWN FOR CLARITY.

B1

NTS

CIRCULAR TANK HORIZONTAL WALL REINFORCEMENT STAGGERED SPLICES

0650-S-101

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -8

.d

R U

C T

U R

A L

S T

A N

D A

R D D

E T

A

IL

S

0900-S-801

NTS

033 134

12795324

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

10'-0" MIN

20'-0" MAX

40'-0" MAX

CJ SPACING

10'-0" MIN

20'-0" MAX

1.

2.

C J S

P A

C

IN

G

M A

X

C J S

P A

C

IN

G

M

IN

M A

X

M A

X

LOCATE WALL CONSTRUCTION JOINTS AS SHOWN, UNLESS INDICATED OTHERWISE.

40'-0" MAX

CJ SPACING

10'-0" MIN

20'-0" MAX

M

IN

M A

X

POURS WITH SPECIFICATION 03 30 00.

COORDINATE CONSTRUCTION JOINT LOCATIONS AND TIME BETWEEN CONCRETE

PLAN

NOTES:

D1

NTS

WALL CONSTRUCTION JOINT SPACING

2" CLR,

TYP

T

SEE NOTE 2

WATERSTOP, TYP

TO INTERSECTING

WATERSTOP, BOND

6" PLASTIC

THROUGH JOINT

CONTINUOUS

TYP SLAB REINF

T&B, EA SIDE OF JOINT

TYPICAL SLAB REINF

ROUGHEN AND CLEAN

T H

IC

K N

E S

S

S L

A B

B1

NTS

3/8" TOOLED JOINT

SLAB CONSTRUCTION JOINT

1.

2.

NOTES:

PLAN

ALL REINFORCEMENT CONTINUOUS ACROSS JOINT.

T

T /2

T H

IC

K N

E S

S

W A

L L

FROM TOP OF WALL

CONTINUOUS, STOP 1 1/2"

6" PLASTIC WATERSTOP

AND CLEAN

ROUGHEN

ON PLANS

INDICATED

LAP REINF AS

C2

NTS

CONSTRUCTION JOINT

WALL VERTICAL

C L

R

SECURE WATERSTOP IN-PLACE AS SPECIFIED.

1.

2.

EQUAL

NOTES:

/2

WATERSTOP

6" PLASTIC

JOINT

CONSTRUCTION

SEE PLANS

SLAB TOP REINF

LOCATION OF BASE

WATERSTOP ON LIQUID FACE, 1" CLEAR OF REINFORCEMENT.

FOR WALLS WITH SINGLE MAT OF REINFORCING LOCATE

NTS

A2

CONSTRUCTION JOINT

WALL BASE

T /4

2" 2"

T /2

2" 2"

T /4

SINGLE REINFORCING MAT

DOUBLE REINFORCING MAT

T T

NOTES:

THROUGH JOINT

BOTTOM BAR CONT

JOINT

TOP BARS AT

TERMINATE ALL

JOINT

CONTINUOUS THROUGH

EVERY OTHER BAR

CONCRETE

PLACEMENT OF SLAB

FILLER 28 DAYS AFTER

FILL WITH JOINT

CONCRETE

PLACEMENT OF SLAB

FILLER 28 DAYS AFTER

FILL WITH JOINT

JOINT

1/8" SAWCUT

JOINT

1/8" SAWCUT

NTS

C3

BUILDING SLAB ON GRADE SAWN CONTROL JOINT

COMPLETE SAWCUT NO LATER THAN 24 HOURS AFTER CONCRETE PLACEMENT.

REINFORCING AND LOCATE SAWCUT.

CONTRACTOR SHALL USE STRING LINE OR OTHER POSITIVE MEANS TO PLACE

2.

1.

NOTE 3

AWAY FROM STRUCTURE

PITCH 1/8" PER FOOT

8" MAX AT HP

NOTE 2, VARIES,

PLAN

NOTES: SECTION

AS NOTED

S N

O T

E D

PERIMETER OF SLAB

8" FROST WALL ALONG

NTS

A3

1/2" PJF

8"

8"8"

2'-0"

VOID FORM GAP

6" CARDBOARD

EDGE OF STRUCTURE

REINF SHOWN #5@12" UON.

BROOM FINISH TOP SURFACE OF SLAB.

CONCRETE SLAB WITH #4@6" BOTTOM, EW.

BACK FILL SIMULTANEOUSLY BOTH SIDES OF FROST WALLS.

4.

3.

2.

1.

#5@6" ALT HOOKS

SEE PLAN

STRIP FOOTING

BUILDING

3" BEARING

FOR LOCATIONS, SEE D1/0900-S-802.

SEE C2/0900-S-802

VERTICAL CJ, TYP

FROST RESISTANT STOOP

NOTE 4

0600-S-102

0600-S-101

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -8

.d

R U

C T

U R

A L

S T

A N

D A

R D D

E T

A

IL

S

0900-S-802

034 134

12795325

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

L A

P

2.

3.

4.

5.

6.

OPNG OPNG

1.

DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS.

PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

7.

TOTAL AREA ON EACH SIDE OF OPENING.

SPACE AT 3 BAR DIAMETERS (OR 3" MINIMUM) ON CENTER. LOCATE HALF OF

EXTRA REINFORCEMENT WHICH WILL FIT, AT THE BAR SPACING IN NOTE 6.

AT OPENINGS WITHIN 12" OF AN INTERSECTING WALL OR SLAB, PROVIDE ONLY THE

CUT, SEE NOTE 6 & 7

BAND "A" BARS

BARS EQUAL

TOTAL AREA OF

CUT, SEE NOTE 6 & 7

EQUAL BAND "B" BARS

TOTAL AREA OF BARS

SEE NOTE 1

OTHERWISE ON PLANS.

STRUCTURES AND ALL STRUCTURAL CONCRETE SLABS UNLESS INDICATED

TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS OF BELOW GRADE AND HYDRAULIC

FACE), INCLUDING DOWELS AND CORNER BARS, TYPICAL.

PROVIDE A MINIMUM OF 2 "A" BARS AND 2 "B" BARS EACH SIDE OF OPENING (1 EACH

SEE NOTE 1

CUT BAND "B"

STEEL REINF

CUT BAND "A"

STEEL REINF

LARGER THAN 8"

OF REINF FOR OPNGS

OPNG +8", IN EA LAYER

1 - #5 HOOP, DIA OF

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAG

1.

2.

3. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

ELEVATION

SEE NOTE 1

"B" BAR

"A" BAR

OPENINGS

ELEVATED FLOOR LEVEL

LEVEL WALLS FOR

DOWELS FROM LOWER

OPENING. PROVIDE MATCHING

"A" BARS EF REQD BELOW

EF REQD AND AREA OF 2

SLAB ON GRADE, #5 DIAGONAL

IF OPENING LOCATED ABOVE

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAGONAL

"A" BARS EF

AREA OF 2

WALLS UNLESS INDICATED OTHERWISE ON PLANS.

TYPICAL FOR ALL OPENINGS IN ABOVE GROUND BUILDING CONCRETE

WIDTH

8'-0" MAX

LOUVERS

OR

DOORWAY

WINDOW,

SLAB

FLOOR

HEIGHT

EXTEND FULL STORY

MATCHING DOWELS,

OF OPENING W/

EACH FACE, EACH SIDE

AREA OF 2 "B" BARS

NTS

C1

OPENING REINFORCEMENT

NTS

C2

OPENING REINFORCEMENT

ON DRAWINGS

REINF AS SHOWN

TYP HORIZ WALL

LAP

L A

P

NOTE

"L

N O

T E

NOTE 2

"L"

N O

T E

LAP

L A

P

NOTE

"L"

N O

T E

"L

N O

T E

NOTE 2

OTHERWISE NOTED

HOOK UNLESS

STD ACI-318 90°

NOTES:

SINGLE REINFORCEMENT MAT

DOUBLE REINFORCEMENT MAT

SMALLER OF THE TWO REINFORCEMENT BARS BEING SPLICED.

WHERE LAPPED BARS ARE DIFFERENT SIZE, USE THE LAP LENGTH REQUIRED FOR THE5.

INDICATED IN THE GENERAL STRUCTURAL NOTES.

TYPICAL HORIZONTAL REINFORCEMENT SHALL BE LAPPED WHERE SHOWN OR AS4.

EXCEPT THAT IN NO CASE SHALL IT BE LESS THAN 2 FEET.

"NOTE 3" SHALL BE THE LESSER OF L/4, 10 FEET, OR 1.0 TIMES THE HEIGHT OF THE WALL, EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS3.

SECTIONS.

CORNER BARS SHALL MATCH SIZE OF TYPICAL HORIZONTAL REINFORCEMENT SHOWN IN2.

REINFORCEMENT SHOWN IN THIS DETAIL.

REINFORCEMENT SHALL BE ALTERNATED WITH THE TYPICAL HORIZONTAL

WHERE SHOWN ON PLANS, ADDITIONAL HORIZONTAL WALL CORNER AND INTERSECTION1.

SEE NOTES 1 & 4

ON DRAWINGS,

REINF AS SHOWN

TYP HORIZ WALL

"L"

"L"

NTS

A4

TYPICAL WALL CORNER & INTERSECTION REINFORCEMENT

>22

16, 18, 20

12, 14

WALL THICKNESS (INCHES)

#8

#7

#6

#5

MINIMUM BAR SIZE

3.

2.

1.

CONSTRUCTION JOINT

AT INTERMEDIATE

AT BASE SLABAT ELEVATED SLAB

WS

WS

WS

SEE NOTES

@ 6" EF,

HORIZ BARS

SEE NOTES

@ 6" EF,

HORIZ BARS

SEE NOTES

@ 6" EF,

HORIZ BARS

WHICHEVER IS GREATER.

BAR SIZE SHOWN ON THE DRAWINGS OR THE MINIMUM BAR SIZE IN THE TABLE BELOW,

HORIZONTAL BAR SIZE FOR THE 4’-0” ZONE SHALL BE THE TYPICAL WALL HORIZONTAL

PROVIDE ADDITIONAL BARS FOR 6” SPACING.

STRUCTURES. WHERE TYPICAL WALL HORIZONTAL BARS ARE AT 12” SPACING,

HORIZONTAL WALL CONSTRUCTION JOINTS IN LIQUID CONTAINING AND BELOW-GRADE

PROVIDE HORIZONTAL BARS AT 6” SPACING EACH FACE IN THE FIRST 4’-0” ABOVE ALL

NOTES:

CONST JOINT CONST JOINTCONST JOINT

NTS

A2

REINFORCEMENT AT HORIZONTAL CONSTRUCTION JOINT

ABOVE, SEE A4/0900-S-803.

PROVIDE CORNER BARS AT 6" SPACING EACH FACE TO LAP WITH THE BARS SHOWN

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -8

.d

R U

C T

U R

A L

S T

A N

D A

R D D

E T

A

IL

S

0900-S-803

035 134

12795326

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

EMBEDMENT LENGTH

ACI MINIMUM HOOK

SIZE

BAR

EMBED

MIN

#4 7"

#5 9"

#6

#7

#8

#9

#10

11"

12"

14"

16"

17"

WALL SECTION

NOTE:

TO AND BE TIED OFF TO BOTTOM MAT OF SLAB REINFORCING.

UNLESS NOTED OTHERWISE, ALL DOWEL HOOKS SHALL EXTEND

D O

W E

L L

E N

G T

H

Q U

IR

E D

LENGTH

EMBEDMENT

MIN HOOK

REINFORCING

WALL VERTICAL

TOP OF SLAB

MAY BE EXTENDED DOWN TO

LAP, WALL VERTICAL REINFORCING

GREATER THAN REQUIRED

INDICATED ON DRAWINGS IS

WHERE THE DOWEL LENGTH

WALL DOWELS

SLAB REINFORCING

L A

P

O N D

R A

W

IN

G S

IN

D

IC

A T

E D

NTS

C1

VERTICAL WALL REINFORCING / DOWEL PLACEMENT

A2

CJ SEE

1.

3'-0"

BAR SIZE AND SPG

MATCH TOP MAT

BAR SIZE AND SPG

MATCH TOP MAT

THICKNESS

GRADE

SLAB ON

3'-0"

SIDES

TYP 3

12" MIN

THICKNESS

GRADE

SLAB ON

WALL THICKNESS

MIN 1'-0" OR

#5@6" TYP

#5@6" TYP

& DOWELS

TYP WALL VERTS

& DOWELS

TYP WALL VERTS

TYPICAL SLAB - TYPE A

THICKENED SLAB - TYPE B

REINF

TYP SLAB

REINF

TYP SLAB

S E

E

P L

A N

S M I N

EMBEDMENT SEE

PLANS

S E

E

P L

A N

S

EMBEDMENT SEE

PLANS

OF BAR

LENGTH

1'-0"

TYP

OF BAR,

LENGTH

NTS

A1

IN-SLAB SUMP REINFORCEMENT

A2

CJ SEE

A2

CJ SEE

C1

SIDES PER

DIAG & ADDL REINF 3

C1

PER DETAIL

REINF 3 SIDES

DIAG & ADDL

M

IN1

ANCHOR BOLT SLEEVE

SEE NOTE 7

#4@12" EW

OR LARGER)

(#5@12" FOR AB 3/4" DIA

#4@12" MIN 4 PER PAD

MAX

1 1/2"

2 - #4 @ TOP OF PAD

THICKNESS NOT SHOWN SEE PLANS

ON GRADE; FOR REINF AND

SUSPENDED SLAB OR SLAB

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

3" MIN ALL AROUND

4 1/2" MIN ALL AROUND

EQUIPMENT BASE

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

3/4" CHAMFER, TYP

FOR PAD HT > 10"

ADDL #4@6"

CONSTRUCTION JOINT

NTS

C2

CONCRETE EQUIPMENT PAD - TYPE A

GENERAL NOTE:

NTS

A2

CONCRETE EQUIPMENT PAD - TYPE B

MAX

1 1/2"

SEE NOTE 7

#4@12" EW

2 - #4 @ TOP OF PAD

3/4" CHAMFER, TYP

OR LARGER)

(#5@12" FOR AB 3/4" DIA

#4@12" MIN 4 PER PAD

4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

FOR PAD HT > 10"

ADDL #4@6"

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

ANCHOR BOLT SLEEVE

EQUIPMENT BASE

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

CONSTRUCTION JOINT

GENERAL NOTE:

C1

NOT SHOWN SEE PLANS

REINF AND THICKNESS

SLAB ON GRADE; FOR

SUSPENDED SLAB OR

0900-S-803

0900-S-806

FOR GENERAL NOTES SEE B2/0900-S-805.

FOR GENERAL NOTES SEE B2/0900-S-805.

0900-S-802

0900-S-803

0900-S-802

0900-S-802

REQUIRED. SEE C1/0900-S-807.

REBAR LOCATION SHALL ACCOMMODATE GRATING CONNECTIONS WHERE

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -8

.d

R U

C T

U R

A L

S T

A N

D A

R D D

E T

A

IL

S

0900-S-804

036 134

12795327

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

N A

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

1.

2.

MAX

1 1/2"

IN1

#4@12" EW

SEE NOTE 7

2 - #4 @ TOP OF PAD

ANCHOR BOLT SLEEVE

1.5

NOTE:

MIN

6"

M

IN

#5@12" EW T&B

UNLESS NOTED OTHERWISE.

EQUIPMENT SHALL BE 3 1/2" HIGH,

CONCRETE PADS FOR ELECTRICAL

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

CALCULATIONS

ANCHORAGE

OR AS REQUIRED BY

2" MIN ALL AROUND

10" MAX

REQD, 3 1/2" MIN,

PAD HEIGHT AS

FOR PAD HT > 4"

#4@12" EW, 1 1/2" CLR

FOR PAD HT < 4",

#3@12" EW, 1" CLR

EQUIPMENT

EQUIPMENT PAD

3/4" CHAMFER, TYP

FOR THICKNESS SEE PLANS

SLAB OR SLAB ON GRADE,

EXST OR NEW SUSPENDED

TO PLACING PAD

ROUGHEN & CLEAN PRIOR

CONSTRUCTION JOINT,

4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

FOR PAD HT > 10"

ADDL #4@6"

3/4" CHAMFER, TYP

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

EQUIPMENT BASE

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

THICKNESS SEE PLANS

OR SLAB ON GRADE, FOR

EXST SUSPENDED SLAB

PRIOR TO PLACING PAD

ROUGHEN & CLEAN

CONSTRUCTION JOINT,

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

GENERAL NOTE:ON PLANS

NOTED OTHERWISE

6" MIN, TYP UNLESS

2 - #5 CONT

GRADE

FINISH

SEE NOTE

ANCHORS,

CONCRETE

EQUIPMENT

ALL AROUND

EDGE OF SLAB

THICKENED

TYP

CHAMFER,

3/4"

AB DIA (IN.)

MIN PAD HT (IN.)

1 2

7 10 11 15 18 21 24

1/2 5/8 3/4 7/8 1 1/4 1 3/8 1 1/2 1 3/4

8 1/2 12 1/2 16 1/2

C2

CONCRETE EQUIPMENT PAD - TYPE E

NTS

A2

CONCRETE EQUIPMENT PAD - TYPE F

NTS

B2

CONCRETE EQUIPMENT PAD - NOTES

NTS

C4

CONCRETE EQUIPMENT PAD - TYPE H

A1

EMBED PER

@ 12" MAX, 4 MIN,

#5 ADHESIVE DOWEL

A1

@ 12" OC @ PERIMETER, SEE

#4 ADHESIVE DOWEL

GENERAL NOTE:

GENERAL NOTE:

FOR GENERAL NOTES SEE B2/0900-S-805.

FOR GENERAL NOTES SEE B2/0900-S-805.

FOR GENERAL NOTES SEE B2/0900-S-805.

4" MINIMUM EDGE DISTANCE IN EACH DIRECTION.

AND APPROVED BY THE C.O. ANCHORS SHALL BE INSTALLED WITH

THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT MANUFACTURER

OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS

AT CONTRACTOR'S OPTION, CONCRETE ANCHORS MAY BE USED IN LIEU9.

SURROUNDING FLOOR SLAB AFTER THE EQUIPMENT PAD.

TYPE "D" PAD SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED. PLACE THE 8.

MINIMUM SHOWN, USE TYPE "B" EQUIPMENT PAD WITH BLOCKOUT.

EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE

KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE TABLE BELOW). WHERE

HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT CLEARANCE TO 7.

SET AND PACK VOID WITH GROUT.

THE GROUT IS PLACED. WEDGES OR SHIMS SHALL BE REMOVED AFTER GROUT IS

WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE WHILE6.

EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE.5.

AFTER BOLTS ARE ALIGNED. SEE C1/0900-S-806.

ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINK GROUT

THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN

ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER 4.

SHALL BE 8 TIMES THE BOLT DIAMETER.

MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM SLEEVE LENGTH

ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT3.

PAD IS BEING PLACED.

A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE

APPROVED BY THE C.O. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH

BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER AND AS

THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR 2.

INDICATED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER.

PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS 1.

0900-S-806

0900-S-806

IN CONFORMANCE TO SECTION 31 23 00.00 20

NON-FROST SUSCEPTIBLE GRANULAR FILL

0600-S-102

0600-S-102

0650-S-101

0650-S-301

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -8

.d

R U

C T

U R

A L

S T

A N

D A

R D D

E T

A

IL

S

0900-S-805

037 134

12795328

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

M

IN

d + 1", MIN d d

M

IN

1.

2.

M F

R R

E Q

D O

R d

NON-SHRINK GROUT

SLEEVE, SEE NOTE 2

MATERIAL TO MATCH BOLT.

d

C L

R

C L

R

ELEVATION

ANCHOR BOLT BLOCKOUTMACHINERY ANCHOR BOLT DETAIL

ANCHOR BOLT RETROFIT

BY MFR

OR AS REQD

SIZE AS SHOWN

ANCHOR BOLT,

INSIDE DIAMETER

d + 1", MIN

BEAM

SLAB OR

STRUCTURAL

TOP OF

GROUT

W/ NON-SHRINK

FILL BLOCKOUT

BOLT DETAIL

ANCHOR

EQUIPMENT

SEE TYPICAL

GROUT

TO GROUTING

CAST AND PRIOR

AFTER CONC IS

TOP BY CUTTING

REMOVE FORM AT

SLEEVE AS SPECIFIED

ANCHOR BOLT

SEE NOTE 2

3" DIA MIN,

WASHER,

1/8" PLATE

AS REQD

PROJECTION

CONC

TOP OF

BY MFR

OR AS REQD

SIZE AS SHOWN

ANCHOR BOLT,

AS REQD

PROJECTION

ALL AROUND

3" CLR,

EQPT PAD

TOP OF CONC

OR BEAM

CONC SLAB

PAD HEIGHT

CONC EQPT

TOP OF CONC

AS REQD

PROJECTION

ALL AROUND

EDGE, CLEAN

ROUGHEN

GROUT

NON-SHRINK

FILL WITH

AS REQD

DEPTH

HOLE IN EXST CONC

6d, 4" MIN CORED

O R d

M F

R R

E Q

D

M

IN

d

C1

ANCHOR BOLT DETAILS

2. FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.

3.

4.

#7

#6

#5

#4

#3

3 1/2"

4"

5"

6"

7"

12 1/2"

8"

13"

16"

20"

7" 22"

#9 24"NOTES:

#8

2 1/2"

7 1/2"

5"

8"

10 1/2"

14"

15"

11"

1.

UNLIMITED EDGE DISTANCE

LIMITED EDGE DISTANCE

5.

CONFORM TO REQUIREMENTS OF SPECIFICATION SECTION 03 63 00, CONCRETE DOWELING.

2" MINIMUM

BY ADHESIVE MANUFACTURER

HOLE DIA AS RECOMMENDED

SIZE

DOWEL

EDGE DISTANCE

MINIMUM

EMBEDMENT "A"

MINIMUM

EMBEDMENT "B"

MINIMUM

IS CALLED OUT ON DRAWINGS.

PROVIDE MINIMUM EMBEDMENT "A" SHOWN IN TABLE UNLESS SHORTER EMBEDMENT DEPTH

ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES.

DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED, STAGGER SPACING & LOCATE

LOCATE DOWELS CENTERED IN WALL OR SLAB UNLESS OTHERWISE NOTED ON

MINIMUM RECOMMENDED EMBEDMENT IF GREATER.

USE MINIMUM EMBEDMENTS SHOWN, EXCEPT USE MANUFACTURER'S

END OF EXISTING WALL OR SLAB

STRUCTURAL NOTES

STD LAP LENGTH, SEE GENERAL

MIN EDGE DISTANCE

AND SPACING

FOR SIZE

SEE DRAWINGS

REBAR DOWELS,

SLAB EXTENSION

NEW WALL OR

STRUCTURAL NOTES

SEE GENERAL

STD LAP LENGTH,

SEE NOTE 5

EMBEDMENT "A",

MINIMUM

FACE OF EXISTING WALL OR SLAB

NEW WALL OR SLAB

T/2, SEE NOTE 4

MINIMUM EMBEDMENT "B"

EXISTING REINFORCEMENT

EXISTING REINFORCEMENT

NTS

A1

ADHESIVE DOWEL

1. REMOVE CONCRETE OUT TO SOUND CONCRETE.

2.

3.

4.

5.

NOTES:

TO MATCH APPEARANCE OF ADJACENT CONCRETE SURFACES.

FILL DEFECTIVE AREA WITH AN APPROVED PREPACKAGED REPAIR MATERIAL

TECHNIQUES.

BONDING AGENT MANUFACTURER AND REPAIR MATERIAL MANUFACTURER ON

CURING PROCEDURES REQUIRED BY MATERIAL MANUFACTURERS. CONSULT WITH

DEMONSTRATE METHODS FOR REPAIR USING ACTUAL MATERIALS, METHODS, AND

EDGES.

REQUIRED, MAKE EDGES PERPENDICULAR TO THE SURFACE. DO NOT FEATHER

IF CHIPPING INTO THE SURFACE OF THE EXISTING SLAB OR WALL TO REMAIN IS

PATCH WITH REPAIR MATERIAL

TO REMAIN, CLEAN AND SOAK, AND

MIN BELOW TOP OF EXISTING CONCRETE

AND EQUIPMENT ANCHORS TO 1 1/2"

TO REMOVE EXISTING REINFORCEMENT

1 1/2" DEEP, AND CHIP AND GRIND

CORE DRILL 2" DIAMETER HOLE,

DAMAGED SURFACES AS NOTED

CONCRETE FINISH, REPAIR ROUGH OR

CONCRETE TO MATCH EXISTING ADJACENT

FINISH SLAB OR WALL UNDER REMOVED

REPAIR MATERIAL.

USE APPROVED BONDING AGENT ON SURFACES TO BE PATCHED PRIOR TO PLACING

CONCRETE SURFACES TO REMAIN

DAMAGE EXISTING ADJACENT

REMOVED, USE CARE NOT TO

EXISTING CONCRETE TO BE

SAW-CUT AND CHIP TO REMOVE

TO REMAIN

EXISTING CONCRETE

NTS

C2

CONCRETE DEMOLITION

AND NOTES NOT SHOWN SEE 0900-S-804 AND 0900-S-805.

FOR CONCRETE EQUIPMENT PAD DETAILS

1 1/2

SLAB ON GRADE

#5@12"

1'-0" 1'-0"

4'-0"

REINF CONT

TYP SLAB

NTS

A2

THICKENED SLAB WALL FOOTING

5 - #5 CONT

WALL, SEE PLANS

INTERIOR PRECAST

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -8

.d

R U

C T

U R

A L

S T

A N

D A

R D D

E T

A

IL

S

0900-S-806

038 134

12795329

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SREVE .R DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

C1

NTS

STANDARD FIBERGLASS GRATING

D E

P T

H

G R

A T

IN

G

M

IN

IM

U M

GS-1

ENDED SUPPORTS, TYP

1/4" PL BONDED AT OPEN

GS-2 - TWO SIDED

D E

P T

H

G R

A T

IN

G

M

IN

IM

U M

GS-2 - ONE SIDED

1/4"

BEAM FLANGE

TO FAR SIDE OF

EXTEND GRATING

DEPTH

GRATING

MINIMUM

BEARING BAR

GRATING

BEARING BAR

GRATING

GRATING DEPTH

TO ACCOMMODATE

EMBED ANGLE, SIZE

STANDARD FRP

MANUFACTURER'S

GRATING

BEARING BAR

SEE NOTE 14

SUPPORTING BEAM,

SEE NOTE 14

SUPPORTING BEAM,

GS-3

D E

P T

H

G R

A T

IN

G

M

IN

IM

U M

EQPT

OPNG

EQUIPMENT OPENINGS

6" MIN EMBEDMENT

@ 1'-6" CENTERS,

5/8" CONC ANCHORS

BEARING BAR

GRATING

GRATING

FRP L3x3x3/8 MIN

SEE NOTE 3

BOND TO GRATING,

ALL AROUND OPENINGS,

1/4" BAR TOE STOP

TYPE

GRATING

M OR P

M OR P

M OR P

P

P2"

2"

1 1/2"

1 1/2"

1 1/2"

GRATING DEPTH

MINIMUMMAXIMUM

SPAN

3'-6"

4'-0"

4'-6"

5'-0"

5'-6"

FOOT TRAFFIC

GENERAL NOTES:

M = MOLDED GRATING, P = PULTRUDED GRATING

NOTED.

DETAILED BY CONTRACTOR'S LICENSED DESIGN PROFESSIONAL, UNLESS OTHERWISE

SUPPORTING FRP MEMBERS AND CONNECTIONS THEREOF, SHALL BE DESIGNED AND14.

PROVIDE MINIMUM 1 1/2" BEARING FOR ALL FIBERGLASS GRATING.13.

ALL GRATING SECTIONS, WHEN IN PLACE, SHALL BE ANCHORED TO THEIR SUPPORTS.12.

SHALL NOT BE LESS THAN 1/4" NOR GREATER THAN 1/2".

THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND GRATING SUPPORTS11.

PROVIDE GRATING FASTENERS AS SPECIFIED.10.

DESIGN LL = 100 PSF, UNLESS OTHERWISE NOTED.9.

AS TABULATED IN TABLE BELOW.

UNLESS OTHERWISE NOTED ON PLANS, MINIMUM GRATING THICKNESS SHALL BE8.

ENGINEER PRIOR TO FABRICATION.

SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED TO THE7.

WIDTH OF GRATING SECTIONS SHALL NOT EXCEED 3'-0".6.

GRATING SPAN , SEE PLAN.5.

BAND ALL EDGES, MOLDED GRATING ONLY.4.

PROVIDE REINFORCEMENT AROUND OPENINGS TO ENSURE STRUCTURAL INTEGRITY.

NOTCH GRATING AS REQUIRED FOR PENETRATIONS. FRP MANUFACTURER TO3.

EXTEND GRATING CONTINUOUSLY OVER GATE GUIDES AND GATES.2.

MOLDED FRP GRATING DETAILS SHOWN, PULTRUDED DETAILS SIMILAR.1.

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:5

F

IL

E N

A M

E

B L

D G

-1

-S -8

.d

R U

C T

U R

A L

S T

A N

D A

R D D

E T

A

IL

S

0900-S-807

039 134

12795330

E

NI

G

NE LANOI

S S

E F

O…