N4008519R9186_K_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf

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ELECTRICAL ROOM

COMMUNICATIONS

ROOM

OFFICE

LAB

TOILET

JC

CORRIDOR

CHEMICAL AREA #1

CARTRIDGE CLEANING

ROOM

CHEMICAL AREA #3

CHEMICAL AREA #2

IWH

EWH

EWH

WHM-7,9,11

WHM-8,10,12

WHM-19,21,23

WHM-13,15,17

WHM-14,16,18

WHM-25,27,29

WHM-20,22,24WHM-2,4,6

WHM-26,28,30

IWH

WLM-2,4

WLM-1,3

WLM-6,8

WLM-9

WLM-10 WLM-10 WLM-10

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APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

4/

/ 2

:2 1:

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WTB-E-102

288255

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1/8" = 1'-0"A1 FIRST FLOOR MECHANICAL POWER PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

8'4' 16'0

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

PLAN NORTH

SEE SHEET WTB-E-001 FOR LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

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W 0 4

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CONCEPT DEVELOPMENT

1 2 3 4 5 6

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4/0 GROUND

RING

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

4/

/ 2

:2 1:

A

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WTB-E-103

288256

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1/8" = 1'-0"A1 GROUNDING PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

8'4' 16'0

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

PLAN NORTH

SEE SHEET WTB-E-001 FOR LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

1.

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XFMR "T-WHM"

PANEL "WLD"

XFMR "T-WLD"

PANEL "WLM"

PANEL "WHM"

SWITCHBOARD "WMS"

ELECTRICAL ROOM

C

C

COMMUNICATIONS

ROOM

NO

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LI

M

IN

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P A

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/4" = 1'-0"

4/

/ 2

:2 1:

A

M

WTB-E-401

288257

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1/4" = 1'-0"B3 ENLARGED ELECTRICAL ROOM

GENERAL SHEET NOTES

SHEET KEYNOTES

0 2' 4' 8'

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

PLAN NORTH

1/4" = 1'-0"C1 ENLARGED COMMUNICATION ROOM 104

SEE SHEET WTB-E-001 FOR LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

1.

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W 0 4

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480/277V, 3ø, 4W, 600 AMP, 65KAIC

MAIN SWITCHBOARD "WMS"

2 110AT

3P

4 5 90AT

3P

6 7 25AT

3P

8 125AT

3P

MECH

EQUIP

90AT

3P

PANEL

"WLM"

1 30AT

3P

SURGE

PROTECTION

DEVICE

SPD

3 110AT

3P

PANEL

"WHM"

RECYCLE

PUMP

60HP

RECYCLE

PUMP

(STANDBY)

60HP

SUMP

PUMP

40HP

SUMP

PUMP

(STANDBY)

40HP

COMPRESSOR

(2) 5HP

PANEL

"WLD"

75KVA

XFMR "T-WLM"

480V-208/120V, 3PH, 4W

INSTRUMENTATION

4W125 4W125 4W90 4W90 3W304W30

CONTINUED ON

CTF-ES601

PM

600AT

3P

3W125

4W225

VFD VFD VFD VFD

DISCONNECT

SWITCH AT

THE PIT

INSIDE

ELECTRICAL

ROOM

3W125

75KVA

XFMR "T-WLD"

480V-208/120V, 3PH, 4W

4W225

NO

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P A

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M A

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

N.T.S.

4/

/ 2

:2 1:

A

M

WTB-E-601

288258

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N.T.S.A1 SINGLE LINE DIAGRAM

FEEDER SCHEDULE

SYMBOL CONDUIT-WIRE & GROUND

3W30 3/4"C-3#10 & 1#10GND.

3W125 2"C-3#1/0 & 1#6GND.

4W30 3/4"C-4#10 & 1#10GND.

4W90 2"C-4#2 & 1#8GND.

4W125 2"C-4#1/0 & 1#6GND.

4W225 2-1/2"C-4#4/0 & 1#4GND.

GENERAL SHEET NOTES

SHEET KEYNOTES

SEE SHEET WTB-E-001 FOR LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

SHORT CIRCUIT CURRENT RATINGS LISTED ARE MINIMUM

REQUIREMENTS FOR EQUIPMENT RATINGS. ALL

EQUIPMENT WILL BE FULLY RATED.

1.

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P A

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IN

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5 4/

/2

:2

1:

A M

WTB-E-701

288259

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Notes:

Total Est. Demand: 205 A

Total Conn.: 203 A Total Est. Demand: 170090 VA

Other 160454 VA 100.00% 160454 VA Total Conn. Load: 169050 VA Motor 8596 VA 112.10% 9636 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total... 207 A 203 A 201 A Total Load: 57183 VA 56183 VA 55685 VA

41 42 39 40 37 38 35 -- -- -- 8037 36 33 -- -- -- 8037 34

31 IWH-02 40 3 8037 32

29 -- -- -- 1663 32147 -- -- -- 30 27 -- -- -- 1663 32147 -- -- -- 28

25 EUH-08 20 3 1663 32147 3 150 IWH-03 26

23 -- -- -- 1663 1663 -- -- -- 24 21 -- -- -- 1663 1663 -- -- -- 22

19 EUH-06 20 3 1663 1663 3 20 EUH-07 20

17 -- -- -- 1663 1663 -- -- -- 18 15 -- -- -- 1663 1663 -- -- -- 16

13 EUH-04 20 3 1663 1663 3 20 EUH-05 14

11 -- -- -- 1663 1663 -- -- -- 12 9 -- -- -- 1663 1663 -- -- -- 10

7 EUH-02 20 3 1663 1663 3 20 EUH-03 8

5 -- -- -- 2200 1663 -- -- -- 6 3 -- -- -- 2698 1663 -- -- -- 4

1 T-WLM 100 3 3698 1663 3 20 EUH-01 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Enclosure: Type 1 Mounting: Surface Wires: 4 Main Circuit Breaker :

Supply From: WMS Phases: 3 Bus Rating:

Location: ELECTRICAL RM 102 Volts: 480/277 Wye A.I.C. Rating:

Panelboard: WHM

Notes:

Total Est. Demand: 27 A

Total Conn.: 24 A Total Est. Demand: 9636 VA Total Conn. Load: 8596 VA

Motor 8596 VA 112.10% 9636 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total... 31 A 23 A 18 A Total Load: 3698 VA 2698 VA 2200 VA

41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12

9 EF-05, EF-06 20 1 480 720 1 20 EF-02, EF-03, EF-04 10

7 -- -- -- 2080 120 -- -- -- 8

5 IWH-01 20 2 2080 120 2 20 EF-01 6

3 -- -- -- 749 749 -- -- -- 4

1 EWH-01 15 2 749 749 2 15 EWH-02 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Enclosure: Type 1 Mounting: Surface Wires: 4 Main Circuit Breaker : 225A

Supply From: T-WHM Phases: 3 Bus Rating: 225A

Location: ELECTRICAL RM 102 Volts: 120/208 Wye A.I.C. Rating: 10K

Panelboard: WLM

Notes:

Total Est. Demand: 403 A Total Conn.: 384 A

Total Est. Demand: 334877 VA Other 203085 VA 100.00% 203085 VA Total Conn. Load: 318880 VA Motor 115795 VA 113.81% 131792 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

384 A

318880 VA

8 TRANSFORMER "T-WLD" 3 30000 VA

7 COMPRESSOR 3 12631 VA

6 SUMP PUMP (STANDBY) 3 0 VA

5 SUMP PUMP 3 43212 VA

4 RECYCLE PUMP (STANDBY) 3 0 VA

3 RECYCLE PUMP 3 63987 VA

2 PANEL "WHM" 3 169050 VA

1 SPD 1 0 VA

CKT Circuit Description # of Poles Trip Rating Load Remarks

Notes:

Enclosure: TYPE 1 Mounting: FLOOR Wires: 4

Supply From: Phases: 3 Bus Rating: 600A Location: ELECTRICAL RM 102 Volts: 480/277 Wye A.I.C. Rating: 65K

Switchboard: WMS

Notes:

Total Est. Demand: 83 A

Total Conn.: 83 A Total Est. Demand: 30000 VA Total Conn. Load: 30000 VA

Other 30000 VA 100.00% 30000 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total... 83 A 83 A 83 A Total Load: 10000 VA 10000 VA 10000 VA

41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 -- -- -- 10000 6 3 -- -- -- 10000 4

1 INSTRUMENTAL LOAD 20 3 10000 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Enclosure: Type 1 Mounting: Surface Wires: 4 Main Circuit Breaker : 225A

Supply From: T-WLD Phases: 3 Bus Rating: 225A

Location: ELECTRICAL RM 102 Volts: 120/208 Wye A.I.C. Rating: 10K

Panelboard: WLD

PAD- MOUNTED TRANSFORMER "T2"

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

/2

/2

:2

:1

A

M

WTB-EL101

288260

C R

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A

Designer Author Checker

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PLAN NORTH

1/8" = 1'-0"1

LIGHTING PLAN 8'4' 16'0

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

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/2 /2 stmurphy stmurphy

1 2 3 4 5 6 7

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1 2 3 4 5 6

C

C

ELECTRICAL

ROOM

COMMUNICATION

ROOM

OFFICE

LAB

TOILET

JC

CORRIDOR

CHEMICAL AREA #1

CARTRIDGE CLEANING

ROOM

CHEMICAL AREA #3

CHEMICAL AREA #2

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SCALE:

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NAVFAC DRAWING NO.

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DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

P-

UN

DE

R

W

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y

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A

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N A

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

O V

R

S

O

U L D

V

I E

W

WTB-T-101

3/16" = 1'-0"

A1

DATA AND TELEPHONE PLAN

8'4' 16'0

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

PLAN NORTH

1 PAN-TILT-ZOOM (PTZ), IP-BASED CAMERA

LOCATED AT PEAK OF HIGH-BAY.

2 NETWORK CABINET, 70" HIGH, 19" RACH, 38U.

3 DATA - RJ45 JACK, BOX, FACEPLATE,

CONDUIT AND CAT6 CABLE TO

COMMUNICATIONS ROOM, +18" AFF, UON.

4 VOLP PHONE - RJ45 HACK, BOX, FACEPLATE,

CONDUIT AND CAT6 CABLE TO

COMMUNICATIONS ROOM, +18" AFF, UON.

5 HANDHOLES BUILT AND INSTALLED AS PER

CABLE (FIBER & COPPER) INSTALLER

STANDARD PRACTICES.

SHEET KEYNOTES

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DATA AND TELEPHONE PLAN

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stmurphy stmurphy

OSB

MICRODUCT WITH

12-STRAND (OS2)

FDC & FIBER PATH

PANEL ACCESS SWITCH

CAT6 PATCH PANEL

UPS 1

UPS 2

COMM ROOM

EQUIPMENT RACK

AC POWER STRIP

2U

1U

2U

2U

2U

15 U

OUTSIDE WIRING INSIDE WIRING

0.75" CONDUIT (CAT6 x 3)

0.75" CONDUIT (CAT6 x 3)

0.75" CONDUIT (CAT6 x 3)

0.75" CONDUIT (CAT6 x 3)

0.75" CONDUIT (CAT6 x 3)

SECURITY

CAMERA 1

SECURITY

CAMERA 1

VolP

PHONE 1

VolP

PHONE 1

DATA

JACK 1

LAB

OFFICE

1" CONDUIT (CAT6 x 6)

1" CONDUIT (CAT6 x 6)

2U

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NAVFAC DRAWING NO.

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ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

12" = 1'-0"

/2

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GENERAL NOTES:

1. ELEVATIONS INDICATED ON THE STRUCTURAL DRAWINGS ARE BASED ON AN ASSUMED TOP OF GROUND FLOOR

ELEVATION OF 0' - 0''. SEE CIVIL FOR ACTUAL ELEVATION BASED ON MEAN SEA LEVEL.

2. DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY

TO SIMILAR SITUATIONS, UON.

3. NO CHANGE IN SIZE, DIMENSION OR POSITION OF STRUCTURAL ELEMENTS SHALL BE MADE WITHOUT THE

APPROVAL OF THE CONTRACTING OFFICER.

4. REVIEW AND VERIFY ALL EXISTING CONDITIONS AND ACTUAL EQUIPMENT DIMENSIONS USING APPROVED MANUFACTURER/VENDOR DRAWINGS PRIOR TO SUBMITTING SHOP DRAWINGS AND/OR STARTING CONSTRUCTION.

REPORT DISCREPANCIES TO THE CONTRACTING OFFICER.

5. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF OPENINGS, INSERTS, DEPRESSIONS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. SUBMIT COORDINATED SHOP DRAWINGS SHOWING THE LOCATIONS OF ALL SUCH ITEMS. ANY ADDITIONAL OPENINGS NOT SHOWN ON SHOP

DRAWINGS WILL REQUIRE WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

6. DO NOT REPRODUCE ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP

DRAWINGS. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.

7. TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEW UTILITIES, STRUCTURAL MEMBERS, FINISHES, ETC. ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE DURING CONSTRUCTION. RESTORATION OF DAMAGED AREAS SHALL BE TO THE SATISFACTION OF THE CONTRACTING OFFICER, AT NO COST TO THE GOVERNMENT.

8. DO NOT SCALE THE DRAWINGS FOR PURPOSES OF OBTAINING DIMENSIONS. VERIFY ALL DIMENSIONS AND ELEVATIONS W/ARCHITECTURAL DRAWINGS AND NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION.

9. STORAGE, HANDLING, PREPARATION AND INSTALLATION OF ALL MATERIALS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S/VENDOR'S PRINTED RECOMMENDATIONS UON ON THE DRAWINGS OR SPECIFICATIONS.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TEMPORARY BRACING AND SHORING AGAINST WIND, ERECTION AND CONSTRUCTION LOADS UNTIL ALL ELEMENTS, MEMBERS AND CONNECTIONS AS SHOWN ON THE DRAWINGS ARE

COMPLETELY INSTALLED.

CODES AND STANDARDS:

1. THE FOLLOWING CODES AND STANDARDS AS MODIFIED BY THE REFERENCED UFC PUBLICATIONS, INCLUDING ALL SPECIFICATIONS REFERENCED, APPLY TO THE DESIGN AND CONSTRUCTION OF THIS PROJECT:

a. IBC 2018, INTERNATIONAL BUILDING CODE

b. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

c. UFC 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), WITH CHANGE 2 (NOV. 1, 2018)

d. UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 4 (NOV. 1, 2018)

e. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS, WITH CHANGE 1 (JUNE 20, 2016)

f. UFC 3-220-01, GEOTECHNICAL ENGINEERING (NOV. 1, 2012)

g. ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE

h. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY

i. ACI 360R-10, GUIDE TO DESIGN OF SLABS-ON-GROUND

j. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

k. AISI S100-16, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS

l. AWS D1.1-15, STRUCTURAL STEEL WELDING CODE

DESIGN LOADS:

1. RISK CATEGORY II

2. DEAD LOADS

a. STRUCTURAL FRAMING ACTUAL WEIGHT

b. INSULATED METAL WALL PANELS 5 PSF

c. INSULATED METAL ROOF PANELS 5 PSF

d. MECH/ELEC/PLUMBING 10 PSF

3. FLOOR LIVE LOADS

a. GENERAL 100 PSF

4. ROOF LIVE LOAD 20 PSF

5. SNOW LOADS

a. GROUND SNOW LOAD, Pg 20 PSF

b. IMPORTANCE FACTOR, Is 1.0

c. EXPOSURE FACTOR, Ce 0.9

d. THERMAL FACTOR, Ct 1.0

e. FLAT ROOF SNOW LOAD, Pf 13 PSF

f. MINIMUM DESIGN LOAD 11 PSF

DESIGN ALSO CONSIDERS UNBALANCED SNOW LOADS PER ASCE 7-16 SECTION 7.6

AND SNOW DRIFT LOADS PER ASCE 7-16 SECTION 7.7.

6. WIND

a. WIND SPEED 115 MPH

b. CLASSIFICATION ENCLOSED

c. EXPOSURE C

d. DIRECTIONALITY FACTOR, Kd 0.85

e. TOPOGRAPHIC FACTOR, Kzt 1.0

f. GROUND ELEVATION FACTOR, Ke 1.0

g. INTERNAL PRESSURE COEFFICIENT +/-0.18

BUILDING COMPONENTS & CLADDING LOADS ARE PER ASCE 7-16 CHAPTER 30.

7. SEISMIC

a. IMPORTANCE FACTOR, Ie 1.0

b. SITE SOIL CLASSIFICATION D (ASSUMED)

c. MAPPED SPECTRAL ACCELERATION

Ss (SHORT PERIOD) 0.29g S1 (1-SECOND PERIOD) 0.12g

d. SEISMIC DESIGN CATEGORY C

e. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

f. LATERAL LOAD RESISTING SYSTEM STEEL SYSTEM NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

g. RESPONSE MODIFICATION COEF, R 3.0

h. SYSTEM OVERSTRENGTH FACTOR, Ωo 3.0

i. DEFLECTION AMPLIFICATION FACTOR, Cd 3.0

j. DESIGN SEISMIC RESPONSE COEFFICIENT, Cs 0.101

k. SEISMIC BASE SHEAR 15 KIP

NOTES

(1) VALUES SHOWN ARE MAX SLUMP OF THE CONCRETE AT POINT OF PLACEMENT WITHOUT WATER REDUCING

ADMIXTURES OVER MAXIMUM SLUMP IF ADMIXTURES ARE USED.

(2) EXTERIOR CONCRETE APPLIES TO APRONS, EQUIPMENT PADS, ETC. OUTSIDE THE BUILDING ENVELOPE THAT

ARE EXPOSED TO WEATHER.

(3) MAXIMUM SLUMP AT POINT OF PLACEMENT BASED ON USING TYPE A WATER REDUCING ADMIXTURE.

(4) PROVIDE THE LARGEST NOMINAL TOP SIZE AGGREGATE PRACTICAL FOR THE TYPE OF PLACEMENT WITH

RESPECT TO REINFORCING BARS, PUMPABILITY, AND PLACEABILITY.

(5) WATER/CEMENTITIOUS RATIO SHALL BE DETERMINED BY CONCRETE SUPPLIER TO MEET THE SPECIFIED

CONCRETE STRENGTH REQUIREMENT.

NOTES

(1) TOP BARS ARE DEFINED BY ACI 318 AS THOSE WITH MORE THAN 12" OF FRESH

CONCRETE CAST BELOW THEM.

(2) THE LENGTHS IN THE TABLE APPLY ONLY TO UNCOATED REINFORCING STEEL WITH

NORMALWEIGHT CONCRETE, CLEAR SPACING OF DEVELOPED BARS NOT LESS THAN

2 BAR DIAMETERS, AND CLEAR COVER NOT LESS THAN ONE BAR DIAMETER.

(3) FOR EPOXY-COATED REINFORCEMENT, MULTIPLY LENGTHS BY 1.2.

#3

#4

#5

#6

#7

TENSION DEVELOPMENT AND SPLICE LENGTHS (INCHES) FOR f'c = 4000 PSI AND fy = 60 KSI

CONCRETE MATERIAL SCHEDULE

ELEMENT MAX

W/C RATIO

AGGREGATE

CLASS

(ASTM C33)

MAX CHLORIDE

CONTENT

f 'c (psi)

AGGREGATE

MAX SIZE

(in)

SLUMP(1)

±1 (in)

ENTRAINED

AIR CONTENT

EXTERIOR CONCRETE(2)

BAR

SIZE

4000 0.45 NOTE (4) 4S 6% 4/8 0.30

CONCRETE:

1. PROVIDE NORMALWEIGHT CAST-IN-PLACE CONCRETE PER THE CONCRETE MATERIAL SCHEDULE.

2. REINFORCEMENT SHALL MEET THE FOLLOWING REQUIREMENTS:

a. WELDED WIRE REINFORCEMENT ASTM A1064, SUPPLIED IN FLAT SHEETS.

b. DEFORMED REINFORCING BARS ASTM A615, GRADE 60 UON.

c. ALL REINFORCEMENT PLACED IN EXTERIOR CONCRETE SHALL BE EPOXY COATED.

d. ALL REINFORCEMENT SHALL BE PLACED ACCORDING TO CRSI'S MANUAL OF STANDARD PRACTICE.

3. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS, UON:

a. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH: 3"

b. CONCRETE EXPOSED TO EARTH OR WEATHER: 3"

c. CONCRETE NOT EXPOSED TO EARTH OR WEATHER

• SLABS & WALLS

a. NO. 14 AND NO. 18 BARS: 1 1/2"

b. NO. 11 BARS AND SMALLER: 3/4"

• BEAMS & COLUMNS

a. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2"

• SLABS-ON-GRADE SHALL ALSO MEET REQUIREMENT THAT REBAR BE AT LEAST t/3 FROM TOP OF SLAB, WHERE t IS SLAB THICKNESS.

4. SPLICE REINFORCING BARS PER ACI 318 WITH CLASS B TENSION LAP SPLICES AS INDICATED IN THE

REINFORCING BAR DEVELOPMENT LENGTH TABLE NOTES.

5. WWR SHALL BE LAP SPLICED PER ACI 318 AND TIED SECURELY.

6. DOWELS SHALL MATCH MAIN REINFORCEMENT SIZE AND SPACING AND BE LAP SPLICED WITH MAIN

REINFORCEMENT.

7. PROVIDE CORNER BARS TO SPLICE HORIZONTAL REINFORCEMENT AT ALL WALL CORNERS UON.

WHERE WALLS OR STRIP FOOTING INTERSECTS COLUMN FOUNDATION, EXTEND WALL OR STRIP

FOOTING REINFORCEMENT CONTINUOUSLY THROUGH COLUMN FOUNDATION.

8. DO NOT WELD REINFORCING UNLESS INDICATED OR APPROVED IN WRITING BY THE CONTRACTING

OFFICER.

9. ROUGHEN CONSTRUCTION JOINTS TO A MAGNITUDE OF 1/4-INCH. PRIOR TO PLACING ADDITIONAL CONCRETE, CLEAN JOINTS WITH A STIFF WIRE BRUSH AND APPLY A BONDING AGENT OR CEMENT SLURRY.

10. CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE AS INDICATED ON THE DRAWINGS. JOINTS SHALL BE

PLACED SUCH THAT PANELS NEVER EXCEED LENGTH-TO-WIDTH RATIOS OF 1.5 TO 1.

11. CONSTRUCTION OR CONTRACTION JOINTS IN CONCRETE FOUNDATION WALLS SHALL BE SPACED NO

FARTHER THAN 20'-0" APART UON ON DRAWINGS.

12. PROVIDE 1" x 1" CHAMFER FOR ALL EXPOSED EDGES, UON.

13. CONDUITS IN CONCRETE SLABS SHALL BE SPACED SUCH THAT THE CENTER-TO-CENTER DISTANCE BETWEEN CONDUITS IS AT LEAST THREE TIMES THE OUTSIDE DIAMETER OF THE LARGEST CONDUIT.

CONDUIT DIAMETER (OR COMBINED DIAMETERS OF OVERLAPPING CONDUITS) SHALL NOT EXCEED

ONE-THIRD OF THE SLAB THICKNESS.

14. ALUMINUM CONDUITS ARE NOT PERMITTED IN CONCRETE ELEMENTS.

15. SLABS-ON-GRADE SHALL BE PLACED IN CONTINUOUS STRIPS PER ACI RECOMMENDATIONS.

16. ALL ANCHOR RODS SHALL BE IN PLACE PRIOR TO POURING OF CONCRETE.

17. SLAB-ON-GRADE SURFACES TO BE FLAT, LEVEL AND CO-PLANAR W/SLOPE NOT TO EXCEED 1/4" OVER 10'

FOR LTV CONDITIONING/MAINTENANCE, STAGING, UPENDING, PEDESTAL AND STORAGE AREAS.

18. ALL REBAR IN EXTERIOR CONCRETE SHALL BE EPOXY COATED.

4000 NOTE (5) ----- 4/8FOOTINGS, PIERS,

FOUNDATION WALLS

TOP

BAR

BOTTOM

BAR

CLASS "B" SPLICEDEVELOPMENT ld

NOTE (4) 2S 0.30

4000 0.50 1 1/2 2S ----- 5 (3) 1.0INTERIOR SLABS ON

GRADE, PADS

#8 62 48

#9 70 54

#10 79 61

#11 87 67

#14 105 81

#18 139 107

TOP

BAR

BOTTOM

BAR

80 62

91 70

102 79

113 87

STANDARD 90-DEGREE HOOK

TAIL/LEG

15 16

16 19

19 22

21 24

32 31

43 41

2 1/4

3 3/4

4 1/2

5 1/4

9 1/2

10 3/4

18 1/4

DEVELOPMENT ldh

BEND

DIAM.

FOUNDATIONS AND EARTHWORK:

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL

ENGINEERING REPORT PREPARED BY XXX, DATED XXX.

2. ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED)

3. FROST DEPTH: 36 INCHES

3. ENSURE THAT AN INDEPENDENT TESTING AGENCY VERIFIES THE REQUIRED BEARING CONDITIONS FOR EACH FOUNDATION PRIOR TO PLACEMENT. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF SOIL CONDITIONS OTHER

THAN IDENTIFIED IN THE GEOTECHNICAL REPORT ARE FOUND.

4. ALL EARTHWORK SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S INSPECTOR AS INDICATED UNDER SPECIAL INSPECTIONS REQUIREMENTS. IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IF UNUSUAL CONDITIONS

ARE ENCOUNTERED.

5. CENTER FOOTINGS ON WALL AND COLUMNS UON.

6. INTERIOR FOUNDATIONS ARE NOT DESIGNED TO BEAR AT ELEVATIONS REQUIRED TO PROTECT AGAINST FROST HEAVE.

ANY UNENCLOSED/UNHEATED SPACES SHALL BE ADEQUATELY PROTECTED AGAINST FROST DURING WINTER

CONSTRUCTION.

7. A DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED AS REQUIRED TO MAINTAIN THE CONSTRUCTION AREA

FREE OF WATER AT ALL TIMES.

8. BOTH SIDES OF FOUNDATION WALLS SHALL BE BACKFILLED SIMULTANEOUSLY TO PREVENT OVERTURNING OR LATERAL

MOVEMENT OF WALLS.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS, UON:

ASTM Fy (KSI) Fu (KSI)

W & WT SHAPES A992 50 65

ANGLES, CHANNELS, PLATES AND SHAPES A36 36 58-80

RECTANGULAR & SQUARE HSS A500, GRADE C 50 62

ANCHOR RODS F1554, GRADE 36 36 58-80

HIGH-STRENGTH BOLTS A325 --- 120

2. ALL WELDING SHALL BE BY CERTIFIED WELDERS, SHALL CONFORM TO AWS D1.1, AND SHALL MEET AISC MINIMUM REQUIREMENTS FOR WELD SIZE. ELECTRODES SHALL BE LOW-HYDROGEN AND HAVE A MINIMUM TENSILE

STRENGTH OF 70 KSI.

4. BOLTS SHALL HAVE MINIMUM 3/4" DIAMETER, UON.

5. BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.

6. DO NOT CUT OPENINGS IN STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL FROM THE

CONTRACTING OFFICER.

7. DO NOT SPLICE STEEL MEMBERS EXCEPT WHERE SPECIFICALLY DETAILED ON THE DRAWINGS WITHOUT

THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.

8. GROUT BENEATH COLUMN OR EQUIPMENT BASEPLATES SHALL BE HIGH-STRENGTH, NON-SHRINK, NON-METALLIC.

9. GALVANIZE ALL STEEL MEMBERS AND SHAPES EXPOSED TO WEATHER.

10. USE STANDARD FRAMED CONNECTIONS AS SHOWN IN THE AISC STEEL CONSTRUCTION MANUAL, UON.

ALL STEEL-TO-STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE DESIGNED FOR THE FACTORED REACTIONS INDICATED ON THE PLANS. IF REACTIONS ARE NOT INDICATED, DESIGN FOR 60% OF THE MEMBER ULTIMATE SHEAR CAPACITY. ADDITIONALLY, CONNECTIONS SHALL COMPLY WITH THE FOLLOWING

TABLE:

STRUCTURAL STEEL TO

STEEL CONNECTIONS

NOMINAL

BEAM DEPTH

MINIMUM NO. OF

BOLT ROWS

8, 10 2

12, 14 3

16, 18 4

21, 24 5

27 6

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SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

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D E

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

NTS

4/

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2:

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MEB-S-001

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DIM DIMENSION

DL DEAD LOAD

DN DOWN

DTL DETAIL

DWG(S) DRAWING(S)

DWLS DOWELS

(E) EXISTING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELECT ELECTRIC or ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

ETC ETCETERA

EW EACH WAY

EXIST EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

FA FALL ARREST ANCHOR

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH or FINISHED

FLG FLANGE

FLR FLOOR

FOB FACE OF BUILDING

FOW FACE OF WALL

FP FIRE PROTECTION

FRP FIBER REINFORCING POLYMER

FT FOOT or FEET

FTG FOOTING

GA GAGE or GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GR GRADE

H HIGH

HCA HEADED CONCRETE ANCHOR

HGR HANGER

HK HOOK

HORZ HORIZONTAL

HP HIGH POINT

HPC HIGH PERFORMANCE COATING

HS HIGH STRENGTH

HSA HEADED SHEAR ANCHOR

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDED

INFO INFORMATION

INT INTERIOR

INV INVERT

IP INFLECTION POINT

JF JOINT FILLER

JST JOIST

JT JOINT

& AND

@ AT

C CENTER LINE

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

AD AREA DRAIN

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT

AE AIR ENTRAINED

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALNMT ALIGNMENT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECT or ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWS AMERICAN WELDING SOCIETY

B/ BOTTOM OF

B/B BACK TO BACK

BF BOTH FACES

BLDG BUILDING

BM BEAM

BOS BOTTOM OF STEEL

BOT BOTTOM

BPL BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C TO C CENTER TO CENTER

C/C CENTER TO CENTER

CANT CANTILEVER

CF CUBIC FEET

CFRP CARBON-FIBER-REINFORCED POLYMER

CHFR CHAMFER

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH MATERIALS

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CY CUBIC YARD

D DEPTH

db REINFORCING BAR DIAMETER

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DEMO DEMOLITION

DEP DEPRESSED or DEPRESSION

DIA DIAMETER

DIAG DIAGONAL

K KIPS (1000 POUNDS)

KB KNEE BRACE

KN KILONEWTON

KOP KNOCK OUT PANEL

KPa KILOPASCAL

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

l LITER

L LENGTH

LB(S) POUND(S)

Ld REINF BAR DEVELOPMENT LENGTH

LE LEFT END

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LTWT LIGHT WEIGHT

m METER mm MILLIMETER

MANUF MANUFACTURE(R)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MOMENT CONNECTION

MECH MECHANICAL

MEP MECH, ELECT AND PLUMB

MEZZ MEZZANINE

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MPa MEGAPASCAL

MTL METAL

N NORTH

N NEWTON

(N) NEW

NIC NOT IN CONTRACT

NLWT NORMAL WEIGHT

NOM NOMINAL

No. or # NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE or OPPOSITE HAND

PC PILE CAP

P/C PRECAST CONCRETE

PEN PENETRATION

PJF PREFABRICATED JOINT FILLER

PJP PARTIAL JOINT PENETRATION

PL PROPERTY LINE

PLUMB PLUMBING

PROJ PROJECTION

PS PRESTRESSED

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

PT POST-TEN

R RISER or RADIUS

RAD RADIUS

RE RIGHT END

REBAR REINFORCING STEEL BARS

REF REFERENCE

REINF REINFORCEMENT or REINFORCING

REQD REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SDL SUPERIMPOSED DEAD LOAD

SEC SECTION

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SK SKETCH

SLV SLEEVE

SOG SLAB-ON-GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STAG STAGGERED

STD STANDARD

STIF STIFFENER

STIR STIRRUPS

STL STEEL

STRUC STRUCTURAL

SUPP SUPPORT

SW SHEAR WALL

SYMM SYMMETRICAL or SYMMETRY

T TREAD

T/ TOP OF

TB THROUGH BOLT

T&B TOP AND BOTTOM

TEMP TEMPORARY

THK THICK or THICKNESS

THRU THROUGH

TMS THE MASONRY SOCIETY

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOL TOLERANCE

TOS TOP OF SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VERTICAL

VERT VERTICAL

VR VAPOR RETARDER

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/C WATER-CEMENTITIOUS MATL RATIO

W/O WITHOUT

WD WOOD

WP WATERPROOFING

WP WORK POINT

WS WATERSTOP

WT WEIGHT

WWR WELDED WIRE REINF

L

ABBREVIATIONS:

POST-INSTALLED ANCHOR SCHEDULE

EXPANSION ANCHOR

KWIK BOLT TZ

ANCHORING TO NORMAL WEIGHT CONCRETE

ANCHOR TYPE AND

BASIS OF DESIGN

3/4"

1/2" 5/8"

19 mm

13 mm 3-1/4" 83 mm 102 mm 120 mm

MIN EFFECTIVE

EMBEDMENT*, UON

ANCHOR

DIAMETER

4" 4-3/4"

16 mm

MINIMUM EFFECTIVE EMBEDMENT IS BASED ON THE

SPECIFIED ANCHOR MANUFACTURED BY HILTI, INC. ANCHORS

BY OTHER MANUFACTURERS MAY REQUIRE DEEPER

EMBEDMENT TO ACHIEVE COMPARABLE STRENGTHS.

GENERAL NOTES FOR POST-INSTALLED ANCHORS

1. POST INSTALLED ANCHOR BASIS OF DESIGN CONSISTS OF THE FOLLOWING ANCHOR TYPES BY HILTI, INC.

PRODUCTS OF EQUAL OR BETTER PERFORMANCE ARE ACCEPTABLE SUBJECT TO APPROVAL. SUBMIT ICC ESR

EVALUATIONS FOR EACH PRODUCT OR SYSTEM.

A HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917

2 ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE

INSTALLATION INSTRUCTIONS.

3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS.

4. ARRANGE FOR THE ANCHOR MANUFACTURER'S TECHNICAL REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTED CONFIRMATION

THAT ALL PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO CONSTRUCTION.

5. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED

ON THE DRAWINGS.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATIN ANCHOR LOACTION W/ NEW AND EXISTING REBAR TO ENSURE

REBAR IS NOT DAMAGED DURING ANCHOR INSTALLATION.

NO

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

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1 2 3 4 5

A

B

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

NTS

4/

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2:

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PM

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288264

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/2 4/ stmurphy stmurphy

INSPECTION

TYPE

TASK

STEEL INSPECTION PRIOR TO WELDING

VERIFY THAT THE WELDING PROCEDURES SPECIFICATION IS AVAILABLE

STRUCTURAL TESTS AND INSPECTIONS:

1. THE CONTRACTOR SHALL RETAIN A THIRD PARTY TESTING AND INSPECTION FIRM TO CONDUCT THE INSPECTIONS

INDICATED IN THE TABLES BELOW AND THE PROJECT SPECIFICATIONS.

2. STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF UFC 3-301-01, IBC 2018 CHAPTER 17, THE PROJECT SPECIFICATIONS, AND AS INDICATED ON THIS DRAWING.

3. THE TABLE BELOW USES THE FOLLOWING DESIGNATIONS:

a. OBSERVE: OBSERVE THESE ITEMS ON A RANDOM SAMPLING BASIS DAILY TO ENSURE APPLICABLE REQUIREMENTS ARE MET. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS AT CONTRACTOR'S RISK.

b. CONTINUOUS: CONSTANT MONITORING OF IDENTIFIED TASKS BY A SPECIAL INSPECTOR OVER THE DURATION OF

PERFORMANCE OF SAID TASKS.

c. PERFORM: PERFORM THESE TASKS FOR EACH WELD, FASTENER OR BOLTED CONNECTION, AND REQUIRED

VERIFICATION.

d. DOCUMENT: DOCUMENT IN A REPORT THAT THE WORK HAS BEEN PERFORMED AS REQUIRED. THIS IS IN ADDITION TO

ALL OTHER REPORTS.

4. FOR A DESCRIPTION OF EACH TASK, REFER TO THE PROJECT SPECIFICATION SPECIAL INSPECTIONS SCHEDULE.

PERFORM

VERIFY MANUFACTURER CERTIFICATES FOR WELDING CONSUMABLES ARE

AVAILABLE.

VERIFY MATERIAL IDENTIFICATION

WELDER IDENTIFICATION SYSTEM

PERFORM

PERFORM

PERFORM

FIT-UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) OBSERVE

FIT-UP OF FILLET WELDS OBSERVE

STEEL INSPECTION DURING WELDING

USE OF QUALIFIED WELDERS

CONTROL AND HANDLING OF WELDING CONSUMABLES

NO WELDING OVER CRACKED TACK WELDS

ENVIRONMENTAL CONDITIONS

WELDING PROCEDURES SPECIFICATION FOLLOWED

WELDING TECHNIQUES

PERFORM

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

STEEL INSPECTION AFTER WELDING

WELDS CLEANED

SIZE, LENGTH, AND LOCATION OF ALL WELDS

WELDS MEET VISUAL ACCEPTANCE CRITERIA

ARC STRIKES

K-AREA

BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLET WELDS

ADDED WHERE REQUIRED

OBSERVE

PERFORM

PERFORM &

DOCUMENT

PERFORM

PERFORM

PERFORM

REPAIR ACTIVITIES

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

PERFORM &

DOCUMENT

PERFORM

STEEL INSPECTION PRIOR TO BOLTING

MANUFACTURER'S CERTIFICATES AVAILABLE FOR FASTENER MATERIALS

FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

PROPER FASTENERS SELECTED FOR JOINT DETAIL

PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

CONNECTING ELEMENTS, INCLUDING APPROPRIATE FAYING SURFACE CONDITION

AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

OBSERVE

OBSERVE

OBSERVE

OBSERVE

PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER

COMPONENTS.

OBSERVE

PERFORM

STEEL INSPECTION TASKS DURING BOLTING

FASTENER ASSEMBLIES OF SUITABLE CONDITION, PLACED IN ALL HOLES AND

WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED.

OBSERVE

JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING

OPERATION

OBSERVE

STEEL INSPECTION TASKS AFTER BOLTING

DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS DOCUMENT

CONFIGURATION AND FINISH OF ACCESS HOLES OBSERVE

FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM

ROTATING

OBSERVE

BOLTS ARE PRETENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE

EDGES

OBSERVE

NONDESTRUCTIVE TESTING OF WELDED JOINTS

USE OF QUALIFIED NONDESTRUCTIVE TESTING PERSONNEL PERFORM

CJP GROOVE WELDS

WELDED JOINTS SUBJECT TO FATIGUE

WELD TAB REMOVAL SITES

OBSERVE

OBSERVE

OBSERVE

BEAM COPE AND ACCESS HOLE OBSERVE

PLACEMENT OF REINFORCING OR COUTOURING FILLET WELDS DOCUMENT

K-AREA NDT (AISC 341) PERFORM

VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH

CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND

BASE METAL THICKNESS.

DOCUMENT ACCEPTANCE OR REJECTIONS OF DECK AND DECK ACCESSORIES

METAL DECK INSPECTION PRIOR TO DECK PLACEMENT

METAL DECK INSPECTION DURING DECK PLACEMENT

VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH

CONSTRUCTION DOCUMENTS.

VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT

COMPLY WITH THE CONSTRUCTION DOCUMENTS

PERFORM

PERFORM

DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK

ACCESSORIES. DOCUMENT

METAL DECK INSPECTION AFTER TO DECK PLACEMENT

PERFORM

DOCUMENT

VERIFY THAT THE WELDING PROCEDURES SPECIFICATION (WPS) IS AVAILABLE

VERIFY MANUFACTURER CERTIFICATES FOR WELDING CONSUMABLES ARE

AVAILABLE

VERIFY MATERIAL IDENTIFICATION (TYPE/GRADE)

CHECK WELDING EQUIPMENT

PERFORM

OBSERVE

OBSERVE

OBSERVE

METAL DECK INSPECTION DURING WELDING

USE OF QUALIFIED WELDERS

CONTROL AND HANDLING OF WELDING CONSUMABLES

ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE)

WPS FOLLOWED

OBSERVE

OBSERVE

OBSERVE

OBSERVE

METAL DECK INSPECTION AFTER WELDING

VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND

PERIMETER WELDS

WELDS MEET VISUAL ACCEPTANCE CRITERIA

VERIFY REPAIR ACTIVITIES

PERFORM

PERFORM

PERFORM

DOCUMENT ACCEPTANCE OF REJECTION OF WELDS DOCUMENT

METAL DECK INSPECTION BEFORE MECHANICAL FASTENING

MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL

FASTENERS

PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION

OBSERVE

OBSERVE

METAL DECK INSPECTION DURING MECHANICAL FASTENING

FASTENERS ARE POSITIONED AS REQUIRED

FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS

OBSERVE

OBSERVE

METAL DECK INSPECTION AFTER MECHANICAL FASTENING

CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS

CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS

PERFORM

PERFORM

CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERS PERFORM

VERIFY REPAIR ACTIVITIES PERFORM

DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS DOCUMENT

TASK INSPECTION

TYPE

INSPECTION

TYPE

TASK

INSPECTION

TYPE

TASK

SOILS INSPECTION

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE

THE DESIGN BEARING CAPACITY

OBSERVE

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL

OBSERVE

VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS DURING

PLACEMENT AND COMPACTION OF COMPACTED FILL

CONTINUOUS

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT

THE SITE HAS BEEN PREPARED PROPERLY

OBSERVE

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK

INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY

PLACEMENT OBSERVE

REINFORCING BAR WELDING OBSERVEOBSERVE

ALL OTHER WELDING CONTINUOUS

CAST IN PLACE ANCHORS AND POST INSTALLED DRILLED ANCHORS (DOWNWARD

INCLINED)

OBSERVE

POST-INSTALLED ADHESIVE ANCHORS IN HORIZONTAL OR UPWARD INCLINED

ORIENTATIONS

CONTINUOUS,

DOCUMENT

VERIFY USE OF REQUIRED MIX DESIGN OBSERVE

PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE

OF THE CONCRETE

CONTINUOUS

INSPECT CONCRETE AND/OR SHOTCRETE PLACEMENT FOR PROPER APPLICATION

TECHNIQUES CONTINUOUS

VERIFY MAINTAINCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES OBSERVE

PRE-STRESSED CONCRETE CONTINUOUS

INSPECT ERECTION OF PRECAST CONCRETE MEMBERS OBSERVE

VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN

POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS

FROM BEAMS AND STRUCTURAL SLABS

OBSERVE

INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED OBSERVE

INSPECTION

TYPE

TASK

LIGHT GAUGE STEEL CONSTRUCTION AND CONNECTIONS

TRUSSES SPANNING 60-FEET OR GREATER WHERE/IF APPLIES

WELDED CONNECTIONS (SEISMIC AND/OR WIND RESISTING SYSTEM)

PERFORM

OBSERVE

CONNECTIONS (SEISMIC AND/OR WIND RESISTING SYSTEM) OBSERVE

COLD-FORMED STEEL (PROGRESSIVE COLLAPSE RESISTING SYSTEM WHERE/IF

APPLIES

OBSERVE

OTHER STEEL INSPECTIONS

ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL

FABRICATED STEEL OR ERECTED STEEL FRAME

REDUCED BEAM SECTIONS (RBS) WHERE/IF OCCURS

PROTECTED ZONES

H-PILES WHERE/IF OCCUR

PERFORM

OBSERVE

DOCUMENT

DOCUMENT

DOCUMENT

NO

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

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D E

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1" = 1'-0"

4/

/2

2:

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PM

MEB-S-003

288265

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/2 4/ stmurphy stmurphy

1 2 3 4

B

20' - 4" 20' - 4" 20' - 4"

61' - 0"

C2.0 C2.0 C2.0 C2.0

C2.0 C2.0 C2.0 C2.0

P1.0 P2.0 P2.0 P1.0

P1.0P2.0P2.0P1.0

F4.5 F4.5 F4.5 F4.5

F4.5F4.5F4.5F4.5

WF1.0

W F1

.0

WF1.0

W F1

.0

W1.0

W1.0

W 1.

W 1.

C J

C J

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES AND

ABBREVIATIONS.

MARKERS INDICATE STRUCTURAL ELEMENTS AS

FOLLOWS:

FX = FOOTING WFX = WALL FOOTING

PX = PIER WX = WALL

CX = COLUMN BPX = BASEPLATE

SEE SCHEDULES ON DETAIL SHEETS FOR MORE

INFORMATION.

T/CONC ELEVATIONS ARE AS FOLLOWS, UON:

SLAB ON GRADE 0' - 0"

PIERS <-1' - 0">

FOUNDATION WALL [-0' - 6"]

(W/CURB) [0' - 8"]

FOOTINGS (-3' - 0")

PROVIDE CONSTRUCTION OR CONTROL JOINT IN SLAB-ON-

GRADE AT WALL FACES AND CORNERS OF LOAD-BEARING

WALLS. PROVIDE (2) #4 x 4'-0" AT CENTER OF SLAB

THICKNESS AT ALL RE-ENTRANT CORNERS EXCEPT

WHERE CONTROL OR CONSTRUCTION JOINT OCCURS.

SEE DETAIL SHEETS FOR UTILITY PIPES THROUGH

FOUNDATION WALLS. COORDINATE UTILITY LOCATIONS

W/ALL OTHER DISCIPLINES AND NOTE THAT NOT ALL

OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS.

PROVIDE 8" THICK CONCRETE CURB ATOP FOUNDATION

WALL PER DETAILS. CUT CURB AT DOOR OPENINGS.

DRAIN LOCATIONS NOT SHOWN. COORD WITH ARCH AND

PLUMBING.

6" THK SOG WITH #4 @ 12" OC EA WAY.

PROVIDE 10 MIL POLYMER VAPER RETARDER ON 6" MIN.

WELL-COMPACTED GRANULAR FILL

NO

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P

AR

TM

E

N T

O F

TH

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<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

4/

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2:

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288266

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1/8" = 1'-0"C1 FOUNDATION PLAN

PLAN NORTH

8'4' 16'0

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

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B

S-202 C3

S-202 C1

S-201 C1

S-201 C3

20' - 4" 20' - 4" 20' - 4"

61' - 0"

W12X26

W12X26 W12X26W12X26

W12X26

W

X2

W

X2

BELOWW12X26BELOWBELOW

W

X2

BE

LO

W

W

X2

BE

LO

W

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

EQ

EQ

EQ

EQ

EQ

EQ

1'

0" 1'

0"

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES AND

ABBREVIATIONS.

T/STEEL ELEVATIONS ARE AS FOLLOWS, UON:

PERIMETER GRIDS A, B, 1, 4 14'-0"

RIDGE, MIDWAY BTWN GRIDS A & B 17'-6"

(SEE ELEVATIONS FOR CLARIFICATION)

ROOF PANELS @ RIDGES ARE 5 ¾" THK INSULATED METAL

PANELS, SEE ARCH FOR ADDITIONAL INFO. FASTEN TO

ROOF PURLINS PER MFR INSTRUCTIONS.

DESIGN STEEL CONNECTIONS FOR THE FACTORED

REACTIONS SHOWN ON PLAN OR, FOR MOMENT

CONNECTIONS, IN DETAILS. IF NOT SHOWN ON PLANS OR

DETAILS, REFER TO GENERAL NOTES FOR STEEL

CONNECTION DESIGN REQUIREMENTS.

VERTICAL BRACES ARE INDICATED THUS

SEE ELEVATIONS FOR ADDITIONAL INFORMATION.

WALL GIRTS NOT SHOWN FOR CLARITY. SEE ELEVATIONS.

► INDICATES MOMENT CONNECTION. SEE DETAIL SHEETS

FOR MORE INFORMATION.

ROOF PURLINS SHALL BE ROTATED SUCH THAT TOP

FLANGES ARE FLUSH WITH ROOF GIRDER TOP FLANGES,

AS SHOWN IN THE DETAILS.

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

ER

IN

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

4/

/2

2:

:0

PM

MEB-S-102

288267

C R

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AMP AMP TBD

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AM

IN

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AN

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-S -1

S

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FR

A M

IN

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P

LA

N

1/8" = 1'-0"C1 ROOF FRAMING PLAN

PLAN NORTH

8'4' 16'0

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

M

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T/CONC SOG

0' - 0"

T/STL LOW

14' - 0"

T/STL HIGH

17' - 6"

TOF

-3' - 0"

A B

NOTE: BRACES

HSS 4 1/2X4 1/2X5/16

T/CONC SOG

0' - 0"

T/STL LOW

14' - 0"

T/STL HIGH

17' - 6"

TOF

-3' - 0"

A B

3'

9" 3'

9"

3'

9" 3'

9"

T/CONC SOG

0' - 0"

T/STL LOW

14' - 0"

T/STL HIGH

17' - 6"

TOF

-3' - 0"

AB

NOTE: BRACES

HSS 4 1/2X4 1/2X5/16

T/CONC SOG

0' - 0"

T/STL LOW

14' - 0"

T/STL HIGH

17' - 6"

TOF

-3' - 0"

AB

8' - 6" 9' - 10"

3'

9" 3'

8"

3'

3'

9"

NOTES:

1.

2.

SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES AND

ABBREVIATIONS.

COORDINATE ALL ELEVATIONS W/ARCHITECTURAL AND NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

3.

4.

DESIGN STEEL BRACE CONNECTIONS FOR THE FACTORED AXIAL

LOADS SHOWN ON THE ELEVATIONS. REFER TO GENERAL NOTES FOR

ADDITIONAL CONNECTION DESIGN REQUIREMENTS.

GUSSET PLATES NOT SHOWN FOR CLARITY. SEE DETAIL SHEETS FOR

MORE INFORMATION.

5. PROVIDE C8X13.75 HORIZONTAL WALL GIRTS WITH SPACING

INDICATED ON THE ELEVATIONS.

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

ER

IN

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

4/

/2

2:

:0

PM

MEB-S-201

288268

C R

AN

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IA

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A

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LE

VA

TI

O

N S

N

SA

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A N

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D

ER

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AT

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AU

N

C H

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IT

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EN

G

IN

EE

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IN

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C O

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ID

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TL

AN

TI

C

C

TF

-S -2

S

TR

U C

TU

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AL

E

LE

VA

TI

O

N S

1/8" = 1'-0"C1 FRAMING ELEVATION ALONG GRID 1

1/8" = 1'-0"B1 WALL GIRTS AT GRID 1

1/8" = 1'-0"C3 FRAMING ELEVATION ALONG GRID 4

1/8" = 1'-0"B3 WALL GIRTS AT GRID 4

8'4' 16'0

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

8'4' 16'0

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

8'4' 16'0

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

8'4' 16'0

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

M

AR

K D

ES

C

R

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T/CONC SOG

0' - 0"

T/STL LOW

14' - 0"

T/STL HIGH

17' - 6"

TOF

-3' - 0"

NOTE: BRACES

HSS 4 1/2X4 1/2X5/16

T/CONC SOG

0' - 0"

T/STL LOW

14' - 0"

TOF

-3' - 0"

3'

9" 3'

9"

3'

9" 4' - 1" 9' - 11"

3'

T/CONC SOG

0' - 0"

T/STL LOW

14' - 0"

T/STL HIGH

17' - 6"

TOF

-3' - 0"

1 2 3 4

NOTE: BRACES

HSS 4 1/2X4 1/2X5/16

T/CONC SOG

0' - 0"

T/STL LOW

14' - 0"

T/STL HIGH

17' - 6"

TOF

-3' - 0"

1 2 3 4

3'

9" 3'

9"

3'

9"

NOTES:

1.

2.

SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES AND

ABBREVIATIONS.

COORDINATE ALL ELEVATIONS W/ARCHITECTURAL AND NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

3.

4.

DESIGN STEEL BRACE CONNECTIONS FOR THE FACTORED AXIAL

LOADS SHOWN ON THE ELEVATIONS. REFER TO GENERAL NOTES FOR

ADDITIONAL CONNECTION DESIGN REQUIREMENTS.

GUSSET PLATES NOT SHOWN FOR CLARITY. SEE DETAIL SHEETS FOR

MORE INFORMATION.

5. PROVIDE C8X13.75 HORIZONTAL WALL GIRTS WITH SPACING

INDICATED ON THE ELEVATIONS.

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

ER

IN

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

4/

/2

2:

:1

PM

MEB-S-202

288269

C R

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G

IN

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R

IN

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C O

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S

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1/8" = 1'-0"C1 FRAMING ELEVATION ALONG GRID A

1/8" = 1'-0"B1 WALL GIRTS AT GRID A

1/8" = 1'-0"C3 FRAMING ELEVATION ALONG GRID B

1/8" = 1'-0"B3 WALL GIRTS AT GRID B

8'4' 16'0

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

8'4' 16'0

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

8'4' 16'0

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

8'4' 16'0

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

M

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ISOLATION JOINT

SEE PLAN

CONCRETE SLAB

SEE PLAN FOR THICKNESS AND REINF

WALL FTG SEE PLAN

AND SCHED

INSULATED WALL PANEL

SEE ARCH

EXTERIOR GRADE OR

CONC SEE CIVIL

COL

VAPOR BARRIER AND

APPROVED SUBGRADE

SEE PLAN

STEEL WALL GIRT

SEE PLANS

T/SLAB EL

SEE PLAN

T/FTG EL

SEE PLAN

FDN WALL

AND FTG

CONC CURB

SEE PLAN

T/CURB EL

SEE PLAN

T/FDN WALL EL

SEE PLAN

INSULATION

PER ARCH

#5 CONT NOSING BAR

VIRGIN SOIL OR WELL-

COMPACTED FILL

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

ER

IN

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1" = 1'-0"

4/

/2

2:

:2

PM

MEB-S-301

288270

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1" = 1'-0"C1 FDN WALL

M

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WATERPROOFING,

SEE ARCH

WATERSTOP

CLASS B

TENSION SPLICE

0' - 1 7/16"

0'

- 2

0' - 2 1/ 32" 3/8"

3/

8"FORMED JOINT

FILLED W/ SEALANT

EACH FACE OF WALL

T

BOND BREAK TAPE

T/

T/

T/

EXTERIOR FACE OF WALL

INTERIOR FACE OF WALL

NOTE:

1. COORDINATE PAD LOCATIONS AND SIZE WITH ELECTRICAL & MECHANICAL

DRAWINGS AND EQUIP MANUFACTURER'S RECOMMENDATIONS

ROUGHEN TO 1/4" AMPLITUDE

& APPLY BONDING AGENT

ADHESIVE ANCHORS, REFER TO

EQUIP SHOP DRAWINGS FOR TYPE,

SIZE, PROJECTION AND LOCATION.

MIN 3" EMBEDMENT INTO SOG.

#3 @ 12" OC

MIN

0' - 6"

SEE NOTE 1

T/ SLAB EL

SEE PLAN

1" CHAMFER, TYPTY

P

1/

2" C

LR

0'

4" M

IN

TYP

1' - 0"

SONOTUBE OR EQUAL,

ID MIN 2" LARGER

THAN PIPE

UTILITY PIPE TO

& FROM BUILDING

FILL PIPE TRENCH W/

LEAN CONC FILL TO

BOTTOM OF FOOTING

BUILDING WALL &

FOOTING, SEE PLAN

6"

MIN

6" M

IN

6" M

IN

A

A

SECTION A-A

FLOOR DRAIN FLANGE

T/ SLAB EL

SEE PLAN

1" D

EP

R

ES

SI

O N

AT

D

R

AI

N

SL

AB

T H

K, SE

E

PL

AN

NOTE:

1. SEE ARCH, MECH AND PLUMBING FOR DRAIN SIZE , TYPE AND LOCATION.

RADIUS

2' - 0"

CONSTRUCTION JOINT,

SEE APPLICABLE DETAIL FOR

TYPE OF STRUCTURAL ELEMENTTYPICAL T & B

CLASS B TENSION SPLICE

SEE PLAN

POUR STRIP VARIES

NOTE:

1. PLACE CONCRETE IN POUR STRIP NO SOONER THAN 60 DAYS AFTER

ADJACENT CONCRETE HAS BEEN PLACED

CJ CJ

C J

C J

STEEL COL & BASE PL

SEE PLAN AND SCHED

COL

COL

C J

STEEL COL & BASE PL

SEE PLAN AND SCHED

COL

COL

CONC PIER BELOW

SEE PLAN AND SCHED

INTERIOR COLUMN EXTERIOR COLUMN

CONC FDN WALL

SEE PLAN AND SCHED

CONC CURB ATOP FDN

WALL SEE PLAN AND

DETAILS

FULL-DEPTH ISOLATION

JOINT TOPPED WITH

ELASTOMERIC JOINT

SEALANT

FILL BOXOUT W/CONC.

MIN 2 DAYS AFTER SLAB

IS POURED

FILL BOXOUT W/CONC.

MIN 2 DAYS AFTER SLAB

IS POURED

3"

TYP

3"

TYP STEEL COL &…