W912P523B0003 TPlans RTA_Amendment 0003.pdf

DRAWING NUMBER

DRAWING TITLE

DRAWING SCALE

SHEET NUMBER

A101

SYMBOLS

A101

SIM

A101

1 Ref

R ef

1 Ref

R ef

SIM

A101R101

1 SIM

R101 A101

SECTION

NUMBER

SHEET ON WHICH

SECTION IS SHOWN

DIRECTION OF CUT

DETAIL

NUMBER

CALLOUT

DRAWING

NUMBER

VIEW

NUMBER

SHEET

NUMBER

ROOM

NAME

ROOM

NUMBER

DOOR TAG

WINDOW TAG

SPOT

ELEVATION

TITLE BAR

SECTION

INTERIOR ELEVATION

DETAIL

ELEVATION

KEY NOTE

16a

WALL TAG

Room name

150 SF

ROOM SQUARE

FOOTAGE

W25

SHEET ON WHICH

SECTION IS TAKEN

SHEET ON WHICH

ELEVATION IS

SHOWN

TAGS

MISC.

SHEET ON WHICH

SECTION IS SHOWN

SHEET ON WHICH

SECTION IS TAKEN

1. COORDINATE WITH APPLICABLE DIMENSIONS AND

DETAILS ON OTHER SHEETS.

2 COORDINATE WITH REQUIREMENTS OF UCOR/DOE

SUPPLIED EQUIPMENT AS REQUIRED.

3. DIMENSIONS ARE TO FACE OF STUD OR OUTSIDE

EDGE GIRT U.N.O..

4. THE CONTRACTOR FOR CONSTRUCTION SHALL

LAYOUT ALL PARTITIONS AND VERIFY ACCEPTABILITY OF

LAYOUT WITH ARCHITECT PRIOR TO START OF THIS

WORK.

5. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN

QUESTION, THE CONTRACTOR FOR CONSTRUCTION

SHALL OBTAIN WRITTEN CLARIFICATION FROM

ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION.

6. SEE "SITE IMPROVEMENT DESIGN K-25 PHASE II" FOR

SITE INFORMATION & "EXHIBIT DESIGN K-25 PHASE II"

FOR EXHIBIT INFORMATION.

7. COORDINATE WITH ARCHITECT FOR SPECIFIC

LOCATIONS OF ELECTRICAL FLOOR BOXES

GENERAL NOTES

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

LANDSCAPE

HEDSTROM DESIGN

110 WEST MAGNOLIA AVENUE

KNOXVILLE , TENNESSEE 37917

865.329.0012 865.329.0064 www.hedstromdesign.com

ANDREW SPATZ

andrew@hedstromdesign.com

STRUCTURAL

Ross Bryan ASSOCIATES, INC. ENGINEERS

227 FRENCH LANDING DRIVE

NASHVILLE , TENNESSEE 37228

615.323.1300 615.327.4446 rossbryan.com

KURT BOYD

boyd@rossbryan.com

MP&E ENGINEER

FACILITY SYSTEMS CONSULTANTS

713 S CENTRAL ST #101

KNOXVILLE , TENNESSEE 37902

865.246.0164 865.246.1084 www.facilitysystems.org

LARRY HEADLA

lheadla@facilitysystems.com

CIVIL ENGINEER

FULGHUM MACINDOE & ASSOCIATES, INC.

10330 HARDIN VALLEY ROAD, SUITE 201

KNOXVILLE , TENNESSEE 37932

865.690.6419 865.690.4668 www.fulgrammacindoe.com

AARON GRAY

gray@fulghummacindoe.com

EXHIBIT DESIGNER

HILFERTY & ASSOCIATES, INC.

14240 ROUTE 550

ATHENS , OHIO 45701

740.448.3821

(865) 544-0402 www.hilferty.com

CRAIG DICKELMAN

craig@hilferty.com

ARCHITECTS

SMEE + BUSBY ARCHITECTS, P.C.

2554 SUTHERLAND AVE

KNOXVILLE , TENNESSEE 37919

865.521.7550 865.521.7551 www.smeebusby.com

GREGOR SMEE

gsmee@smeebusby.com

UCOR

PROJECT NAME:

SITE CLASS

TYPE REV

RPE

DATE

DRAWING REVISIONS

SCALE:LE DRAWING NUMBER

BUILDING

ELECTRONIC SIGNATURES

PROFESSIONAL SEAL

TITLE:

CD

U

ORG/

ENGR

ENGR

CHK

PROJ

ENGR

KAREA ETTP

PROJECT RECORD NUMBER:

AS SHOWN

CONFIGURATION MANAGEMENT LEVEL

DE-SC-0004645

an AECOM-led partnership with Jacobs

MANAGED FOR THE DEPARTMENT OF ENERGY

UNDER CONTRACT NUMBER DE-SC-0004645

OAK RIDGE TN 37830

OAK RIDGE RESERVATION

3/31/2022 CFC SUBMITTAL GC GC SB GS

ARCHITECTSSMEE + BUSBY

Knoxville, TN 37902

DRW

BY

GS

QA

SB

A1E-700NHP-

FOUNDATION VENTING ENGINEER

SHIELD ENGINEERING, INC.

4301 TAGGART CREEK ROAD

CHARLOTTE , NORTH CAROLINA 28208

704.394.6913 shieldengineering.com

RAY TANT

rtant@shieldengineering.com

REV. DATE DESCRIPTION

UCOR

OAK RIDGE, TENNESSEE

21026

BUILDING DESIGN K-25 PHASE II

BUILDING COVER SHEET

H684

12" = 1'-0"

VIEW NAME

DRAWING INDEX

ARCHITECTURAL

A1E-700NHP-H685 RENDERING 1

A1E-700NHP-H686 RENDERING 2

A1E-700NHP-H687 RENDERING 3

A1E-700NHP-H688 RENDERING 4

A1E-700NHP-H689 WALL TYPES

A1E-700NHP-H690 LIFE SAFETY PLANS

A1E-700NHP-H691 FLOOR PLANS

A1E-700NHP-H692 REFLECTED CEILING PLANS

A1E-700NHP-H693 ROOF PLAN

A1E-700NHP-H694 ENLARGED PLANS

A1E-700NHP-H695 STAIR DESIGNS

A1E-700NHP-H696 ENTRY CANOPY

A1E-700NHP-H697 EXTERIOR ELEVATIONS

A1E-700NHP-H698 BUILDING SECTION - LONGITUDINAL

A1E-700NHP-H699 BUILDING SECTIONS

A1E-700NHP-H700 BUILDING SECTION - VIEWING PLATFORM

A1E-700NHP-H701 WALL SECTIONS

A1E-700NHP-H702 WALL SECTIONS - SIDE WALLS

A1E-700NHP-H703 WALL SECTIONS - STOREFRONT SYSTEMS

A1E-700NHP-H704 DETAILS - OPENINGS

A1E-700NHP-H705 DETAILS - METAL PANEL

A1E-700NHP-H706 DETAILS - DOORS

A1E-700NHP-H707 DETAILS - CONNECTIONS

A1E-700NHP-H708 DETAILS

A1E-700NHP-H709 DOOR TYPES

A1E-700NHP-H710 WINDOW TYPES

A1E-700NHP-H711 FINISH PLAN & SCHEDULES

STRUCTURAL

S1E-700NHP-H712 GENERAL NOTES

S1E-700NHP-H713 SPECIAL INSPECTIONS

S1E-700NHP-H714 TYPICAL DETAILS - STEEL

S1E-700NHP-H715 TYPICAL DETAILS - FOUNDATION

S1E-700NHP-H716 TYPICAL DETAILS - CONCRETE MASONRY

S1E-700NHP-H717 LEVEL 01 FOUNDATION PLAN

S1E-700NHP-H718 LEVEL 02 FRAMING PLAN

S1E-700NHP-H719 ROOF FRAMING PLAN

S1E-700NHP-H720 SCHEDULES AND DIAGRAMS

S1E-700NHP-H721 BRACED FRAMING AND CMU ELEVATIONS

S1E-700NHP-H722 FOUNDATION SECTIONS

S1E-700NHP-H723 FRAMING SECTIONS

S1E-700NHP-H878 FRAMING CONNECTIONS

S1E-700NHP-H879 MISCELLANEOUS CONNECTIONS

MECHANICAL

M1E-700NHP-H726 HVAC SCHEDULES, NOTES, AND LEGENDS

M1E-700NHP-H727 HVAC DETAILS

M1E-700NHP-H728 FIRST FLOOR HVAC PLAN

M1E-700NHP-H729 SECOND FLOOR HVAC PLAN

M1E-700NHP-H730 ROOF HVAC PLAN

PLUMBING

P1E-700NHP-H731 PLUMBING SCHEDULES, NOTES & DETAILS

P1E-700NHP-H732 SANITARY PLAN

P1E-700NHP-H733 DOMESTIC WATER PLAN

P1E-700NHP-H734 NATURAL GAS PLAN

ELECTRICAL

E1E-700NHP-H735 ELECTRICAL LEGENDS, SCHEDULES & DETAILS

E1E-700NHP-H736 PANELBOARDS & RISER DIAGRAM

E1E-700NHP-H737 LIGHTING PLAN

E1E-700NHP-H738 POWER PLAN

E1E-700NHP-H739 COMMUNICATIONS, FIRE ALARM PLAN & GROUNDING PLAN

E1E-700NHP-H740 HVAC POWER PLAN

E1E-700NHP-H741 ROOF ELECTRICAL PLAN

A1E-700NHP-H684 BUILDING COVER SHEET

FIRE PROTECTION

F1E-700NHP-H724 FIRE PROTECTION SCHEDULES, NOTES & DETAILS

F1E-700NHP-H725 FIRE PROTECTION FLOOR PLANS

CODE SYNOPSIS

Name Gross Area Main Floor 7534 SF Viewing Platform 2077 SF

9611 SF

K-25 VIEWING PLATFORM BUILDING SITE IMPROVEMENTS

Occupancy: A3 Construction Type: IIIB Fully Sprinklered

Required Provided -Height 75' Max 44' -# of Stories 3 Max 2 -Area 28,500 Max 9,369SF

Occupant Load: 1 per 30sf net 196 (Floor 1) (Table 1004.5) 53 (Floor 2) (Exhibits/Museum)

# of Exits per Floor 2 4 (Floor 1) (Table 1006.3.2) 2 (Floor 2)

Interior Stairway -Width (1009.3.2) 48" 48" -Fire Rating (1023.2) 1hr 1hr -Area of Refuge (1009.3.3) Not required per exception 2

Exit Access Stairway (Section 1019.3) Permitted under exception 1 -Width 48" 72"

2018 International Building Code (IBC) 2018 International Fire Code (IFC) 2018 International Plumbing Code (IPC) 2018 International Mechanical Code (IMC) 2018 International Fuel Gas Code (IFGC) 2018 International Energy Code (IECC)

2020 NEC (NFPA 70, NFPA 70E)

2018 NFPA 70E, Arc Flash Protection 2017 American National Standards Institute

2009 ICC A117.1 (ANSI)

2010 ADA Standards for Accessible Design

BUILDING DESIGN

SHEET NUMBER SHEET TITLEREV

VENTING SYSTEM

C1E-700NHP-H849 VENT SYSTEM PLAN

C1E-700NHP-H850 FOUNDATION VENTING SYSTEM DETAILS AND SPECIFICATIONS

1 08/02/2022 CLARIFY EXTENT OF EXISTING UTILITIES TO BE REMOVED

OR ABANDONED IN PLACE GC GC SB SGSG SB

REVISED CFC - REVISION CLOUDS AND TRIANGLES REMOVED TO

PRODUCE A CLEAN DRAWING SET FOR USACE TO START PROCUREMENT2 GC GC SB SGSG SB10/06/2022

CLARIFICATIONS IN RESPONSE TO BIDDER QUESTIONS3 1/20/2023 GC GC SB SGSG SB

MAIN FLOOR

0' - 0"

VIEWING

PLATFORM

24' - 0"

1 4 5 6

PLATFORM

PARAPET

44' - 0"

T.O. GLASS

34' - 0"

SOFFIT

20' - 0"

PARAPET

32' - 0"

'-0

INSULATED METAL PANEL, TYPE 1

H700H691

ROOF LINE BEHIND

PRE-FINISHED METAL

COPING, COLOR TO MATCH

METAL PANEL BELOW

ALUMINUM STOREFRONT SYSTEM

W13

W1

P.E. METAL CANOPY,

SEE DETAILS ON

SHEET 696

INSULATED METAL

PANEL, TYPE 2

ROOF LINE BEHIND

PRE-FINISHED METAL

COPING, COLOR TO MATCH

METAL PANEL BELOW

2" EXPANSION JOINT

SPANDREL GLASS

STEEL COLUMN,

PT-4, SEE STRUCT

7.6

EXTERIOR WALL SCONCE, TYP, SEE ELEC

INSULATED METAL PANEL, TYPE 1A

TY

P

'-0

25'-0" 25'-0" 5'-0"

H703H691

THROUGH WALL FLASHING AT ENTRY

CANOPY, SEE SECTION ON H703

" 12

VERTICAL PANEL

SUPPORT AT 6'-0" O.C. H697

MAIN FLOOR

0' - 0"

VIEWING

PLATFORM

24' - 0"

BCD

PLATFORM

PARAPET

44' - 0"

AE

SOFFIT

20' - 0"

H698H691

PARAPET

32' - 0"

H699H691

W7

W14

W9 W9

HM DOOR & FRAME,

PAINT, TYP.

OVERFLOW SCUPPER, COLOR TO

MATCH INSULATED PANELS, TYP

SCUPPER & DOWNSPOUT,

COLOR TO MATCH

INSULATED PANELS, TYP

OVERFLOW SCUPPER

SCUPPER & DOWNSPOUT

INSULATED METAL

PANEL, TYPE 1A

P.E. METAL CANOPY, SEE

DETAILS ON SHEET H696

PRE-FINISHED METAL COPING,

COLOR TO MATCH INSULATED

METAL PANELS BELOW, TYP

INSULATED METAL

PANEL, TYPE 2

PRE-FINISHED

METAL COPING

STEEL COLUMN, PT-4,

TYP, SEE STRUCT

'-0

ALUMINUM STOREFRONT

EQ EQ EQEQ

ALUMINUM

STOREFRONT

INSULATED METAL

PANEL, TYPE 1A

2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"

2' -0

"2 '-0

"2 '-0

"2 '-0

W10W10W10W10W10

H697 H697

VERTICAL PANEL

SUPPORT AT 6'-0" OC

MAIN FLOOR

0' - 0"

VIEWING

PLATFORM

24' - 0"

PLATFORM

PARAPET

44' - 0"

T.O. GLASS

34' - 0"

SOFFIT

20' - 0"

H700H691

3 2

W2

W13

INSULATED METAL PANEL, TYPE 1

ROOF LINE BEHIND

METAL COPING, COLOR

TO MATCH TYPE 1

ALUMINUM

STOREFRONT

SYSTEM

INSULATED METAL

PANEL, TYPE 2

ROOF LINE BEHIND

PRE-FINISHED METAL

COPING, COLOR TO MATCH

METAL PANEL BELOW

2" EXPANSION JOINT

SPANDREL GLASS

STEEL COLUMN,

PT-4, SEE STRUCT

7.6

GAS METER,

SEE PLUMBING

EXTERIOR

WALL SCONCE,

TYP, SEE ELEC

EMERGENCY

LIGHT, TYP,

SEE ELEC

HM DOOR & FRAME,

PAINT TO MATCH

TYPE 1, TYP.

10'x10' GLASS

OVERHEAD DOOR.

CLEAR ANODIZED

FINISH

INSULATED METAL PANEL, TYPE 1A

ALUMINUM

STOREFRONT SYSTEM

'-0

ALUMINUM STOREFRONT

H702H691

5'-0" 25'-0"

EQ EQ

H703H691

ALUMINUM SCUPPER AND DOWNSPOUT,

COLOR TO MATCH PANEL 2

H697

MAIN FLOOR

0' - 0"

B C D

PLATFORM

PARAPET

44' - 0"

A E

H698H691

PARAPET

32' - 0"

W6

INSULATED METAL PANEL,

TYPE 1

PRE-FINISHED METAL COPING,

COLOR TO MATCH PANEL 1

1'x1' COLLECTOR HEAD, SCUPPER & 4"x4"

DOWNSPOUT, COLOR

TO MATCH PANEL 2

OVERFLOW

SCUPPER

1'x1' COLLECTOR HEAD, SCUPPER & 4"x4"

DOWNSPOUT, COLOR TO

MATCH PANEL 2

OVERFLOW

SCUPPER

ALUMINUM

STOREFRONT

EQEQ EQEQ

EXTERIOR WALL

SCONCE, TYP,

SEE ELEC 12

'-0

SEE ENTRY CANOPY

SHEET H696

CENTER LIGHT FIXTURE

OVER DOOR IN 1'-0" PANEL

INSULATED METAL

PANEL, TYPE 2

EQ EQ

VERTICAL PANEL

SUPPORTS AT

6'-0" O.C., INSULATED METAL PANEL,

TYPE 1A

H697

UCOR

PROJECT NAME:

SITE CLASS

TYPE REV

RPE

DATE

DRAWING REVISIONS

SCALE:LE DRAWING NUMBER

BUILDING

ELECTRONIC SIGNATURES

PROFESSIONAL SEAL

TITLE:

CD

U

ORG/

ENGR

ENGR

CHK

PROJ

ENGR

KAREA ETTP

PROJECT RECORD NUMBER:

AS SHOWN

CONFIGURATION MANAGEMENT LEVEL

DE-SC-0004645

an AECOM-led partnership with Jacobs

MANAGED FOR THE DEPARTMENT OF ENERGY

UNDER CONTRACT NUMBER DE-SC-0004645

OAK RIDGE TN 37830

OAK RIDGE RESERVATION

3/31/2022 CFC SUBMITTAL GC GC SB GS

ARCHITECTSSMEE + BUSBY

Knoxville, TN 37902

DRW

BY

GS

QA

SB

A1E-700NHP-

REV. DATE DESCRIPTION

21026

BUILDING DESIGN K-25 PHASE II

EXTERIOR ELEVATIONS

H697

1/8" = 1'-0"H697 1 East Elevation

1/8" = 1'-0"H697 2 North Elevation

1/8" = 1'-0"H697 3 West Elevation

1/8" = 1'-0"H697 4 South Elevation

ELEVATION NOTES:

1. LOCATE EXTERIOR LIGHTS AS CLOSE TO NOTED

DIMENSIONS AS IS FEASIBLE WITHOUT LOCATING

THEM ON A INSULATED METAL PANEL SEAM.

METAL PANEL LEGEND:

1 - POLAR WHITE

1A - SLATE GREY

2 - TUNDRA

1/20/2023 CLARIFICATIONS IN RESPONSE TO BIDDER QUESTIONS1

1 1/20/2023 CLARIFICATIONS IN RESPONSE TO BIDDER QUESTIONS

SEE SCHED

SE

E

SC

H

ED

F

SEE SCHED

SE

E

SC

H

ED

FG

SEE SCHED

SE

E

SC

H

ED

OH

T

1 2

SE

E

SC

H

ED

2"

2"

SCHED

SEE 2"

2"

SE

E

SC

H

ED

2"

SCHED

SEE 2"

SE

E

SC

H

ED

4"

2"

SCHED

SEE 2"

UCOR

PROJECT NAME:

SITE CLASS

TYPE REV

RPE

DATE

DRAWING REVISIONS

SCALE:LE DRAWING NUMBER

BUILDING

ELECTRONIC SIGNATURES

PROFESSIONAL SEAL

TITLE:

CD

U

ORG/

ENGR

ENGR

CHK

PROJ

ENGR

KAREA ETTP

PROJECT RECORD NUMBER:

AS SHOWN

CONFIGURATION MANAGEMENT LEVEL

DE-SC-0004645

an AECOM-led partnership with Jacobs

MANAGED FOR THE DEPARTMENT OF ENERGY

UNDER CONTRACT NUMBER DE-SC-0004645

OAK RIDGE TN 37830

OAK RIDGE RESERVATION

3/31/2022 CFC SUBMITTAL GC GC SB GS

ARCHITECTSSMEE + BUSBY

Knoxville, TN 37902

DRW

BY

GS

QA

SB

A1E-700NHP-

REV. DATE DESCRIPTION

21026

BUILDING DESIGN K-25 PHASE II

DOOR TYPES

H709

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

ABBREVIATIONS:

AL - ALUMINUM

AL GL - ALUMINUM & GLASS

F - FLUSH

FGL - FIBERGLASS

FG - FULL GLASS

HG - HALF GLASS

HM - HOLLOW METAL

N - NARROW LITE

OH - OVERHEAD DOOR

PT - PAINT

SC WD - SOLID CORE WOOD

STL - STEEL

STN - STAIN

T - TEMPERED GLASS

WD ST GL - WOOD STILE & GLASS

DOOR SCHEDULE

MARK

(DOOR

NUMBER)

DOOR FRAME DETAILS

FIRE

RATING

HARDWARE.

SET COMMENTSHEIGHT THICKNESS TYPE MATERIAL FINISH WIDTH FRAME MATERIAL FINISH HEAD JAMB SILL

101A 7' - 0" 0' - 1 3/4" FG AL GL CLR

ANOD

6' - 0" 2 AL CLR ANOD 5|H704 6|H704 - - 1

101B 7' - 0" 0' - 1 3/4" FG AL GL CLR

ANOD

6' - 0" 2 AL CLR ANOD 14|H706 6|H706 - - 2

102A 7' - 0" 0' - 1 3/4" FG AL GL CLR

ANOD

6' - 0" 2 AL CLR ANOD 5|H704 6|H704 - - 1

102B 7' - 0" 0' - 1 3/4" FG AL GL CLR

ANOD

6' - 0" 2 AL CLR ANOD 14|H706 6|H706 - - 2

103A 7' - 0" 0' - 1 3/4" FG AL GL CLR

ANOD

6' - 0" 2 AL CLR ANOD 5|H704 6|H704 - - 1

104A 7' - 0" 0' - 1 3/4" FG AL GL CLR

ANOD

6' - 0" 2 AL CLR ANOD 1|H704 12|H704 - - 1

105A 7' - 0" 0' - 1 3/4" F SC WD STN 3' - 0" 1 HM PT 9|H706 10|H706 - 1 6

106A 7' - 0" 0' - 1 3/4" FG AL GL CLR

ANOD

3' - 0" 1 AL CLR ANOD 14|H706 6|H706 - - 3

107A 7' - 0" 0' - 1 3/4" F SC WD STN 3' - 0" 1 HM PT 7|H704 8|H704 - - 9

108A 7' - 0" 0' - 1 3/4" F SC WD STN 3' - 0" 1 HM PT 7|H704 8|H704 - - 9

109A 7' - 0" 0' - 1 3/4" F SC WD STN 3' - 0" 1 HM PT 7|H704 8|H704 - - 10

110A 7' - 0" 0' - 1 3/4" F HM PT 3' - 0" 1 HM PT 1|H706 2|H706 3|H706 - 4

111A 7' - 0" 0' - 1 3/4" FG WD ST GL STN 3' - 0" 1 HM PT 7|H704 8|H704 - - 11 1

112A 7' - 0" 0' - 1 3/4" F SC WD STN 3' - 0" 1 HM PT 7|H704 8|H704 - - 12

113A 7' - 0" 0' - 1 3/4" FG WD ST GL STN 3' - 0" 1 HM PT 7|H704 8|H704 - - 11 1

201A 7' - 0" 0' - 1 3/4" F HM PT 3' - 0" 1 HM PT 7|H704 8|H704 - - 9

S101A 7' - 0" 0' - 1 3/4" F HM PT 3' - 0" 3 HM PT 4|H706 5|H706 - 1 5

S201A 7' - 0" 0' - 1 3/4" F HM PT 3' - 0" 3 HM PT 9|H706 10|H706 - - 7

S201B 7' - 0" 0' - 1 3/4" F HM PT 3' - 0" 3 HM PT 4|H706 5|H706 & 9|H707 8|H707 1 8

Z101 10' - 0" 0' - 1 3/4" OH AL GL CLR

ANOD

10' - 0" AL CLR ANOD 11|H706 12|H706 13|H706 -

COMMENTS:

1. GLASS TO BE FROSTED.

1/20/2023 CLARIFICATIONS IN RESPONSE TO BIDDER QUESTIONS1

1 11

B C DA E

EXHIBIT AREA

MONUMENTAL

STAIR

S102

ELEV MACHINE

ROOM

ELEVATOR

STAIR

S101

VESTIBULE

OFFICE

ELEC ROOM

EQUIPMENT

ROOM

STORAGE

SPRINKLER

RISER ROOM

WOMEN'S

RESTROOM

JANITOR'S

CLOSET

MEN'S

RESTROOM

VESTIBULE

GB-1/PT-1 ALL (4)

SIDES OF WALL

LEVEL 5 FINISH FOR

GYPSUM BOARD

8 8

H703H691

B C D

7.67.6

VIEWING

PLATFORM

STAIR

S201

ELEVATOR

MECHANICAL

SC - SEALED CONCRETE

CPT - 1 - CARPET TILE 1

CPT - 2 - CARPET TILE 2

FLOOR FINISH LEGEND

UCOR

PROJECT NAME:

SITE CLASS

TYPE REV

RPE

DATE

DRAWING REVISIONS

SCALE:LE DRAWING NUMBER

BUILDING

ELECTRONIC SIGNATURES

PROFESSIONAL SEAL

TITLE:

CD

U

ORG/

ENGR

ENGR

CHK

PROJ

ENGR

KAREA ETTP

PROJECT RECORD NUMBER:

AS SHOWN

CONFIGURATION MANAGEMENT LEVEL

DE-SC-0004645

an AECOM-led partnership with Jacobs

MANAGED FOR THE DEPARTMENT OF ENERGY

UNDER CONTRACT NUMBER DE-SC-0004645

OAK RIDGE TN 37830

OAK RIDGE RESERVATION

3/31/2022 CFC SUBMITTAL GC GC SB GS

ARCHITECTSSMEE + BUSBY

Knoxville, TN 37902

DRW

BY

GS

QA

SB

A1E-700NHP-

REV. DATE DESCRIPTION

21026

BUILDING DESIGN K-25 PHASE II

FINISH PLAN & SCHEDULES

H711

NOTES:

1. NOT USED.

2. VESTIBULE WALKOFF CARPET = CPT

3. ALL WALLS BEHIND SINKS, TOILETS, AND WATER

FOUNTAINS TO RECEIVE MOISTURE RESISTANT GYP

WITH EPOXY PAINT.

4. PAINT HANDRAILS, GUARDRAILS, & STAIRS, PT 4

5. TILE TO GO UP TO CEILING

6. PAINT CEILING, WALLS, EXPOSED DUCTS, AND

CONDUIT ABOVE 10'-6", PT-2.

7. LOCATION OF MURAL, SEE EXHIBIT DESIGN

8. STAINLESS STEEL CORNER TRIM. 48" TALL

9. INTERIOR FACE OF INSULATED PANELS TO HAVE

BLACK, FACTORY APPLIED FINISH. TOUCH UP IN

FIELD AS NECESSARY

ABBREVIATIONS:

CMU CONCRETE MASONRY UNIT

CPT CARPET TILE

EXP EXPOSED STRUCTURE

EP PT EPOXY PAINT

PLY PRESSURE TREATED PLYWOOD PANELS

GB GYPSUM BOARD

PBT PORCELAIN BASE TILE

PT PAINT

PWT PORCELAIN WALL TILE

RB RUBBER BASE

SC SEALED CONCRETE

FINISH SCHEDULE

ROOM INFORMATION

FLOOR WALL BASE

WALL FINISHES

CEILING

MATERIAL

CEILING

FINISH CEILING HEIGHT NOTESNUMBER NAME

NORTH: MATERIAL /

FINISH

SOUTH: MATERIAL /

FINISH

EAST: MATERIAL

/ FINISH

WEST: MATERIAL

/ FINISH

101 VESTIBULE CPT-2 RB 2 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 PT-2 9' - 11" 2 102 VESTIBULE CPT-2 RB 2 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 PT-2 9' - 11" 2 103 EXHIBIT AREA SC RB 2 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 - - 25' - 6" 3, 4, 6, 9

105 ELEV MACHINE ROOM SC - CMU CMU CMU CMU - - 23' - 6"

"11 - '92-TP1-BG1-TP | 1-BG1-TP | 1-BG1-TP | 1-BG1-TP | 1-BG1 BRCSECIFFO601

107 ELEC ROOM SC RB 1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 PT-1 9' - 11" 108 EQUIPMENT ROOM SC RB 1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 PT-1 9' - 11"

BG1-TP | 1-BG1-TP | 1-BG1 BRCSEGAROTS901 -1 | PT-1 GB-1 | PT-1 GB-1 PT-1 9' - 11" 110 SPRINKLER RISER ROOM SC RB 1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 PT-1 9' - 11" 111 WOMEN'S RESTROOM SC PBT GB-2 | PWT GB-2 | PWT GB-2 | PWT GB-2 | PWT GB-2 PT-2 9' - 11" 3, 5 112 JANITOR'S CLOSET SC RB 1 GB-2 | PT-1 GB-2 | PT-1 GB-2 | PT-1 GB-2 | PT-1 GB-2 PT-1 9' - 11" 3 113 MEN'S RESTROOM SC PBT GB-2 | PWT GB-2 | PWT GB-2 | PWT GB-2 | PWT GB-2 PT-2 9' - 11" 3, 5

114 ELEVATOR CONC - CMU CMU CMU CMU - - 40' - 7"

201 VIEWING PLATFORM CPT-1 RB 1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 GB-1 | PT-1 - - 17' - 11" 4, 6

202 MECHANICAL SC - GB-1 | PT-1 GB-1 | PT-1 CMU GB-1 | PT-1 - - 16' - 8"

4"9 - '32--1-TP | UMC1-TP | UMC1-TP | UMC1-TP | UMC-CSRIATS101S

S102 MONUMENTAL STAIR SC RB 2 GB-1 | PT-1 - CMU | PT-1 GB-1 - - 32' - 11" 4, 7

4"01 - '61--1-TP | UMC1-TP | UMC1-TP | UMC1-TP | UMC-CSRIATS102S

FINISH LEGEND

KEY NAME MATERIAL SPECIFICATION

FLOOR FINISHES

CPT 1 CARPET TILE MOHAWK-BIGELOW, CARPET TILE: ICONIC EARTH-DRIFTED GROUND BT389; COLOR:983; COLORSTRAND SD NYLON; INSTALLATION: BRICK ASHLAR CPT 2 WALK-OFF CARPET SHAW CONTRACT, COLLECTION: STEPPIN OUT, STYLE: #5T032 BON JOUR II, COLOR: #31500 EBONY, 24"X24", INSTALLED QUARTER TURN

SC SEALED CONCRETE SEALED CONCRETE, REFER TO SPEC

BASE/TRIM FINISHES

PBT PORCELAIN BASE TILE CROSSVILLE TILE, COLLECTION: SHADES, COLOR: #AV243 FOG, UNPOLISHED, 6"X24", INSTALLED W/ GT 1 RB 1 RUBBER BASE JOHNSONITE, COLORMATCH TRADITIONAL WALL BASE, COLOR: 40 BLACK B, SIZE: 4" RB 2 RUBBER BASE JOHNSONITE, COLORMATCH TRADITIONAL WALL BASE, COLOR: 40 BLACK B, SIZE: 6"

WALL FINISHES

:ROLOC ,SMAILLIW NIWREHSTNIAP1 TP #SW7636 ORIGAMI WHITE, EGGSHELL FINISH (ALL WALLS)(GB CEILINGS) 0996WS# :ROLOC ,SMAILLIW NIWREHSTNIAP2 TP CAVIAR, FLAT FINISH (PUBLIC GB CEILINGS)

MAGIRO 6367WS# :ROLOC ,SMAILLIW NIWREHSTNIAP3 TP I WHITE, SEMI-GLOSS FINISH (MTL DOOR FRAMES)

)SLIAR( SSOLG IMES ,EZNORB GNIRUDNE 5507WS# :ROLOC ,SMAILLIW-NIWREHSTNIAP4 TP

996WS# :ROLOC ,SMAILLIW NIWREHSTNIAP5 TP 0 CAVIAR, SEMI-GLOSS FINISH (COLUMNS)

PWT 1 PORCELAIN WALL TILE CROSSVILLE, PORCELAIN STONE, ALTERED STATE, COLOR: AV341 WHITE HOT, SIZE: 6"x24", GROUT SIZE: 1/8", EPOXY GROUT: LATICRETE COLOR: 90 LIGHT PEWTER

CEILING FINISHES

GB 1 GYPSUM BOARD

GB 2 GYPSUM BOARD MOISTURE RESISTANT

ERUTCURTS OT NEPO GNILIECNEPONEPO

N

Project North

1/8" = 1'-0"H711 1 Main Floor Plan

N

Project North

1/8" = 1'-0"H711 2 Viewing Platform Plan

ROOM SIGNAGE SCHEDULE

TNETNOC EGANGISSNOITACIFICEPS MOOR

ROOM

NUMBER ROOM NAME SIGNAGE ROOM NAME

SIGNAGE

NUMBER SIGNAGE NOTES

105 ELEV MACHINE ROOM ELEVATOR MACHINE ROOM 109

101ECIFFOECIFFO601

107 ELEC ROOM ELECTRICAL ROOM 102

108 EQUIPMENT ROOM EQUIPMENT ROOM 103

401EGAROTSEGAROTS901

110 SPRINKLER RISER ROOM SPRINKLER RISER ROOM 105

111 WOMEN'S RESTROOM WOMEN'S RESTROOM 106 HANDICAP SYMBOL

112 JANITOR'S CLOSET JANITOR'S CLOSET 110

113 MEN'S RESTROOM MEN'S RESTROOM 107 HANDICAP SYMBOL

3801ROTAVELEROTAVELE411

202 MECHANICAL MECHANICAL 201

202RIATSRIATS102S

GENERAL SIGNAGE NOTES:

1. VERIFY SIGNAGE NAMES, NUMBERS, AND QUANTITIES WITH CONTRACTOR FOR

CONSTRUCTION PRIOR TO FABRICATION.

2. ALL SIGNAGE TO INCORPORATE TACTILE CHARACTERS UNLESS OTHERWISE NOTED.

3. SIGN FOR EACH DOOR

4. SIGNS TO BE MOUNTED 48" AFF TO BOTTOM OF SIGN. PLACE ON LATCH SIDE OF DOOR.

1 GC GC SB SGSG SB

REVISED CFC - REVISION CLOUDS AND TRIANGLES REMOVED TO

PRODUCE A CLEAN DRAWING SET FOR USACE TO START PROCUREMENT10/06/2022

2 1/20/2023 CLARIFICATIONS IN RESPONSE TO BIDDER QUESTIONS

STRUCTURAL DESIGN CRITERIA

1. ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE.

2. SERVICE DESIGN LIVE LOADS ARE AS FOLLOWS:

• ASSEMBLY AREAS: 100 PSF

• MECHANICAL ROOMS: 150 PSF

• STORAGE: 125 PSF

• OFFICE: 50 PSF

• ROOF: 20 PSF

• STAIRS: 100 PSF

• HANDRAILS: 200 LB APPLIED AT ANY POINT IN ANY DIRECTION

• GUARDRAILS:

• 200 LB APPLIED AT ANY POINT IN ANY DIRECTION AT THE TOP OF THE

GUARDRAIL.

• 50 PLF HORIZONTALLY AT THE REQUIRED HEIGHT SIMULTANEOUS WITH 100

PLF VERTICAL LOAD.

• 200 LB HORIZONTAL LOAD ON 1 FT SQ AT ANY LOCATION.

• GRAB BARS: 250 LB APPLIED IN ANY DIRECTION ANYWHERE ALONG THE LENGTH OF

THE BAR.

3. SNOW LOADS ARE AS FOLLOWS:

• GROUND SNOW LOAD: PG - 10 PSF

• FLAT ROOF SNOW LOAD: PF - 10 PSF

• SNOW EXPOSURE FACTOR: CE - 0.9

• IMPORTANCE FACTOR: IS - 1.0

• THERMAL FACTOR: CT -1.1

4. WIND DESIGN DATA

• BASIC WIND SPEED: 104 MPH

• IMPORTANCE FACTOR, IW : 1.0

• EXPOSURE CATEGORY: B

• INTERNAL PRESSURE COEFFICIENT, GCPI : +0.18

• COMPONENTS AND CLADDING DESIGN WIND PRESSURE: SEE TABLE ON SHEET H712.

5. SEISMIC DESIGN DATA

A.

a. SEISMIC IMPORTANCE FACTOR, IE : 1.0

b. RISK CATEGORY: II

B.

a. MAXIMUM SEISMIC SPECTRAL ACCELERATION AT 0.2 SECONDS, SS: 0.5

b. MAXIMUM SEISMIC SPECTRAL ACCELERATION AT 1.0 SECONDS, S1: 0.122

C. SITE CLASS: D

a. DESIGN SPECTRAL RESPONSE ACCELERATION FACTOR AT SHORT PERIOD, SDS: 0.466

b. DESIGN SPECTRAL RESPONSE ACCELERATION FACTOR AT 1-SECOND PERIOD, SD1 : 0.192

D. SEISMIC DESIGN CATEGORY: C

E. SEISMIC RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC

RESISTANCE & INTERMEDIATE REINFORCED MASONRY SHEAR WALL

F. DESIGN BASE SHEAR, V: 96.5 K

G. SEISMIC RESPONSE COEFFICIENT, CS: 0.156

H. RESPONSE MODIFICATION FACTOR, R: 3.0

I. ANALYSIS BY: EQUIVALENT LATERAL FORCE PROCEDURE

GENERAL

1. ALL CONTRACTORS SHALL CONFORM TO THE SAFETY REQUIREMENTS OF THE GOVERNMENT,

AIA DOCUMENT A201, OSHA SAFETY AND HEALTH STANDARDS, AND ANY OTHER LOCAL

AUTHORITY IN CONNECTION WITH THE PROJECT.

2. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND OTHERWISE PROTECT ALL WORK

IN PROGRESS UNTIL CONSTRUCTION IS COMPLETED.

3. THE CONTRACTOR IS RESPONSIBLE FOR SHORING AND THE STRUCTURAL INTEGRITY OF ANY

EXISTING STRUCTURES DURING CONSTRUCTION.

4. FOR LOCATION OF MISCELLANEOUS ITEMS (SUCH AS OPENINGS, INSERTS, ETC.) AFFECTING

STRUCTURAL WORK, SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. ALL

OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE

STRUCTURAL ENGINEER.

SPECIAL STRUCTURAL DESIGN CRITERIA

SOIL LATERAL DESIGN DATA:

• ACTIVE PRESSURE: 35 PCF

• AT-REST PRESSURE: 55 PCF

FOUNDATION

1. REFER TO S&ME GEOTECHNICAL REPORT (PROJECT NO. 7143-15-062) DATED 10/01/2015 FOR

DETAILED SUBSURFACE INFORMATION.

2. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF. FOOTING

EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER.

3. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW FINISHED GRADE UNLESS

NOTED OTHERWISE. CONTRACTOR SHALL CONTROL SURFACE AND SUBSURFACE WATER DURING

CONSTRUCTION SO THAT THE FOUNDATION WILL BE CONSTRUCTED ON DRY SOIL/ROCK. NO

FOUNDATION SHALL BE PLACED IN WATER OR FROZEN SUBSURFACE.

4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN 1 VERTICAL TO 2

HORIZONTAL, EXCEPT AS SHOWN ON THE CONTRACT DOCUMENTS.

5. WHERE COMPACTED EARTH FILL IS SHOWN ON THE CONTRACT DOCUMENTS, IT SHALL BE PLACED IN

STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER'S REPORT.

6. ELEVATIONS SHOWN THUS,TOF ARE APPROXIMATE TOPS OF FOOTING ELEVATIONS.

(FOOTING BEARING CONDITIONS SHALL BE VERIFIED BY THE GEOTECHNICAL ENGINEER.)

7. ELEVATION OF TOP OF FOOTING MUST BE MAINTAINED AT COLUMNS WHERE NO TOP OF PIER

ELEVATION IS GIVEN. IF FOOTING MUST BE LOWERED, ADD PIER TO ACHIEVE DESIRED ELEVATION.

REINFORCED CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 315 “MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES”, AND CRSI

“MANUAL OF STANDARD PRACTICE” LATEST EDITION.

2. SEE TABLE OF CONCRETE MIX DESIGN REQUIREMENTS ON THIS SHEET FOR THE 28-DAY STRENGTH OF

CAST-IN-PLACE CONCRETE.

3. CONCRETE SHALL HAVE A MAXIMUM WATER-CEMENT RATIO OF 0.45. CONCRETE MIX DESIGNS SHALL BE SUBMITTED

AND APPROVED PRIOR TO CASTING OF ANY CONCRETE.

4. WHERE SHOWN ON CONTRACT DOCUMENTS, LEAN CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 2500

PSI.

5. ALL CONCRETE PLACED SHALL BE CONSOLIDATED BY MECHANICAL VIBRATORS.

6. REINFORCING BARS SHALL CONFORM TO ASTM-A615, "STANDARD SPECIFICATION FOR DEFORMED AND PLAIN

BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT". THE MINIMUM YIELD STRESS OF REINFORCING BARS SHALL

BE 60,000 PSI.

7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A185, "STANDARD SPECIFICATION FOR STEEL WELDED WIRE

FABRIC, PLAIN, FOR CONCRETE REINFORCEMENT". MIN. YIELD STRESS 65 KSI FOR WWF.

8. COMPLETE FABRICATION AND PLACING DRAWINGS FOR REINFORCING STEEL SHALL BE SUBMITTED FOR APPROVAL.

NO FABRICATION MAY BEGIN UNTIL DRAWINGS ARE COMPLETED AND APPROVED.

9. LAP SPLICES FOR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. SPLICES NOT SPECIFICALLY SHOWN

SHALL BE CLASS B SPLICES UNLESS APPROVED BY THE STRUCTURAL ENGINEER.

10. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

a. #6 THROUGH #18 BARS: 2"

b. #5 BAR, W31 OR D31 WIRE, AND SMALLER: 1-1/2"

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

a. SLABS, WALLS, JOISTS:

• #14 AND #18: 1-1/2"

• #11 BAR AND SMALLER: 3/4"

b. BEAMS, COLUMNS:

• PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1-1/2"

c. SHELLS, FOLDED PLATE MEMBERS: 1-1/2"

• #6 BAR AND LARGER: 3/4"

• #5 BAR, W31 OR D31 WIRE, AND SMALLER: 1/2"

11. THE CONTRACTOR SHALL PROVIDE CHAIRS AT 4'-0" CENTER-TO-CENTER TO SUPPORT WIRE MESH WHILE CASTING

SLAB. PULL FABRIC UP BETWEEN SUPPORTS TO PROVIDE 2" CLEARANCE TO TOP OF SLAB. MINIMUM SIDE AND END

LAP ON FABRIC SHALL BE ONE WIRE SPACE.

12. ANCHOR BOLTS SHALL BE F1554 GR. 36 WITH HIGH STRENGTH NUTS UNLESS NOTED OTHERWISE.

13. WELDING OF REINFORCING STEEL SHALL BE DONE IN STRICT ACCORDANCE WITH THE AMERICAN WELDING

SOCIETY "STRUCTURAL WELDING CODE – REINFORCING STEEL", A.W.S. D1.4. PREHEATING OF REINFORCING SHALL

BE BASED ON THE CARBON EQUIVALENT DETERMINED FROM REINFORCING MILL REPORTS. GRADE 60 REINFORCING

SHALL BE WELDED WITH E90XX LOW-HYDROGEN ELECTRODES.

14. CONCRETE WALLS AND SLABS SHALL BE REINFORCED AROUND ALL OPENINGS WITH 2 - #6 BARS ALL SIDES AND

EXTENDED 3'-1" BEYOND OPENING UNLESS NOTED OTHERWISE.

15. THE LONGITUDINAL REINFORCING STEEL IN BOND BEAMS, WALLS, AND FOOTINGS SHALL BE CONTINUOUS AROUND

CORNERS. SEE TYPICAL DETAILS, SHEET H715.

16. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF COLUMNS AND BEAMS.

17. INTERIOR SLABS-ON-GRADE SHALL BE 4" THICK ON A 4" GRAVEL FILL AND REINFORCED WITH WWF 6 X 6 - W1.4 X

W1.4 UNLESS NOTED OTHERWISE. CONSTRUCTION JOINTS SHALL BE 15'-0" ON CENTER MAXIMUM.

18. SAWN JOINTS IN SLABS-ON-GRADE SHALL BE ACCOMPLISHED WITHIN 24 HOURS OF SLAB PLACEMENT.

19. CASTS OF SLABS-ON-GRADE SHALL HAVE NO LENGTH-TO-WIDTH RATIOS EXCEEDING 2. ADJACENT CASTS SHALL

BE DELAYED A MINIMUM OF THREE DAYS.

20. USE EXPANSION JOINT MATERIAL BETWEEN ALL EXTERIOR SLABS-ON-GRADE AND THE ABUTTING STRUCTURE

EXCEPT AT RETAINING WALLS AND FOUNDATION WALLS.

21. CONSTRUCTION JOINTS IN BEAMS, GIRDERS AND SLABS (WHERE USED) SHALL OCCUR AT MIDSPAN AND SHALL BE

KEYED. IN ALL CASES, THE LOCATION OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL

ENGINEER. KEYWAYS SHALL BE ONE-THIRD THE DEPTH OF THE MEMBER AND PLACED AT MID-DEPTH.

22. CONSTRUCTION AND/OR CONTRACTION JOINTS IN ALL FOUNDATION AND RETAINING WALLS SHALL BE PLACED NOT

MORE THAN 20' - 0" APART AND SHALL BE 3/4" V-CHAMFERED ON BOTH SIDES, UNLESS NOTED. CONSTRUCTION

JOINTS SHALL FALL AT CONTRACTION JOINTS AND SHALL BE KEYED. DISCONTINUE WALL REINFORCING AT

CONTRACTION JOINTS. USE #4 x 4' - 0" DOWELS SPACED AT 12". EXPANSION JOINTS SHALL BE AT 80' - 0". SEE DETAIL, SHEET H715.

23. SHORES SHALL REMAIN IN PLACE OR SLABS AND BEAMS SHALL BE CONTINUOUSLY RESHORED AFTER REMOVAL OF

FORMS UNTIL CONCRETE STRENGTH REACHES 70% OF THE SPECIFIED 28-DAY STRENGTH. ALL CASTS MUST BE

SUPPORTED BY A MINIMUM OF TWO COMPLETED FLOORS.

24. NO BACKFILLING AGAINST BASEMENT AND RETAINING WALLS SHALL BE PERFORMED UNTIL THE CONCRETE IN THE

WALL AND SUPPORTING FLOORS HAS REACHED 100% OF THE DESIGN STRENGTH.

STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE 15TH EDITION OF THE "STEEL CONSTRUCTION MANUAL"

OF THE A.I.S.C. WITH THE FOLLOWING EXCEPTIONS: DELETE SECTION 3.2 OF CODE OF STANDARD PRACTICES FOR

STEEL BUILDINGS AND BRIDGES AND INSERT THE FOLLOWING: "ARCHITECTURAL, ELECTRICAL AND/OR

MECHANICAL DESIGN DRAWINGS SHALL BE USED TO SUPPLEMENT THE STRUCTURAL DESIGN DRAWINGS FOR

THE PURPOSES OF DEFINING DETAIL CONFIGURATIONS, ADDITIONAL STRUCTURAL FRAMING NOT SHOWN ON

THE STRUCTURAL DRAWINGS, AND OTHER INFORMATION REQUIRED".

2. ALL REACTIONS AND LOADS SHOWN ON THESE DRAWINGS ARE FACTORED.

3. FABRICATORS SHALL MAINTAIN CERTIFICATION FOR CATEGORY STANDARD BY THE A.I.S.C. QUALITY

CERTIFICATION PROGRAM. ERECTORS SHALL MAINTAIN CERTIFICATION FOR CATEGORY CSE BY THE A.I.S.C.

CERTIFICATION PROGRAM.

4. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED AND APPROVED PRIOR TO ANY

FABRICATION. REPRODUCTION OF CONTRACT DRAWINGS IS NOT PERMITTED.

5. ALL CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE STEEL FABRICATOR. ALL CONNECTIONS SHALL BE

DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TENNESSEE AND ENGAGED BY THE

STEEL FABRICATOR. FACTORED LOADS AT THE CONNECTIONS ARE SHOWN ON THE STRUCTURAL PLANS OR WILL

BE PROVIDED BY THE STRUCTURAL ENGINEER OF RECORD UPON REQUEST. THE STEEL FABRICATOR'S

CONNECTION DESIGNER SHALL SUBMIT CALCULATIONS TO THE STRUCTURAL ENGINEER OF RECORD FOR HIS

REVIEW. THE CALCULATIONS SHALL BE STAMPED WITH THE PROFESSIONAL REGISTRATION OF THE CONNECTION

DESIGNER. THE CONNECTION DESIGNER SHALL REVIEW AND STAMP ALL SHOP DRAWINGS CONCERNING HIS

CONNECTION DESIGNS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD

AFTER THEY HAVE BEEN STAMPED APPROVED BY THE GENERAL CONTRACTOR AND AFTER THE CONNECTION

DESIGNER HAS REVIEWED AND STAMPED THE SHOP DRAWINGS WITH HIS PROFESSIONAL REGISTRATION.

6. SHEAR CONNECTIONS FOR ALL COMPOSITE AND NON-COMPOSITE BEAMS SHALL BE DESIGNED FOR THE

REACTION SHOWN ON THE PLAN. IF NO REACTION IS SHOWN ON THE PLAN, SHEAR CONNECTIONS FOR NON-

COMPOSITE BEAMS SHALL BE DESIGNED FOR THE LOAD CAPACITY OF A SIMPLE SPAN BEAM WITH CONTINUOUS

LATERAL SUPPORT.

7. SHOULD BOLTED CONNECTIONS BE CHOSEN TO SPLICE TRUSS MEMBERS, THE CONNECTIONS SHALL BE

DESIGNED AS SLIP CRITICAL.

8. STRUCTURAL STEEL SHALL MEET THE FOLLOWING ASTM SPECIFICATIONS:

• STRUCTURAL PIPE:

• WALL THICKNESS: >0.625, A53 TYPE E OR S, GRADE B

• WALL THICKNESS: <0.625, A500, GRADE B

• STRUCTURAL TUBE: A500 GRADE C

• STEEL WIDE FLANGE SECTIONS: A992, GRADE 50 UNLESS GRADE 65 IS NOTED ON THE DRAWINGS

• STEEL JOISTS: REFER TO PROVISIONS OF THE STEEL JOIST INSTITUTE

• COLUMN BASE PLATES: UP TO 4" THICK - A572, GRADE 50

OVER 4" THICK - A572, GRADE 42

• ALL OTHER FRAMING UNLESS NOTED OTHERWISE ON CONTRACT DOCUMENTS: A36.

1. STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED. BOLTS SHALL BE A MINIMUM OF 3/4" DIAMETER

ASTM A325 OR AS INDICATED ON THE DRAWINGS. EACH FASTENER SHALL BE TIGHTENED TO THE MINIMUM

TENSION FOR THE SIZE AND GRADE OF FASTENER USED AS DETERMINED BY ONE OF THE FOLLOWING METHODS:

• TURN OF THE NUT (A.I.S.C.)

• CALIBRATED WRENCH

• LOAD INDICATOR WASHERS

• LOAD INDICATOR BOLTS

2. BURNING OF HOLES, CUTS, OR OTHER PENETRATIONS IN STRUCTURAL STEEL MEMBERS ARE NOT PERMITTED

WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

3. THE CONTACT SURFACES WITHIN SLIP CRITICAL CONNECTIONS SHALL BE FREE OF OIL, PAINT, LACQUER, OR

GALVANIZING.

4. STEEL BEAMS THAT BEAR ON MASONRY WALLS SHALL HAVE MASONRY ANCHORS AND SHALL BEAR EITHER ON

BOND BEAMS OR FILLED BLOCK CORES AND SHALL BEAR A MINIMUM OF 8" UNLESS SHOWN OTHERWISE.

5. BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL CAMBER UP. ANY ADDITIONAL CAMBER IS CALLED

OUT ON THE DRAWINGS AS "C = 1-1/2".

6. ALL WELDS SHALL CONFORM TO ANSI/AWS D1.1, "STRUCTURAL WELDING CODE." ALL GROOVE WELDS SHOWN

ON CONTRACT DOCUMENTS SHALL PROVIDE COMPLETE JOINT PENETRATION UNLESS NOTED OTHERWISE.

WELDING SHALL BE DONE WITH E7018 ELECTRODES UNLESS NOTED OTHERWISE.

7. SHEAR STUDS OF COMPOSITE BEAMS SHALL BE 3/4" HEADED STUD COLD FINISHED CARBON STEEL, ASTM

A108-61T, GRADE 1015 OR 1020. REFER TO PLANS FOR NUMBER OF STUDS IN PARENTHESIS - SPACE EQUALLY.

8. [ ] DENOTES DEVIATION FROM STATED TOP OF STEEL ELEVATION IN INCHES.

9. GROUT USED IN GROUT BEDS UNDER COLUMN BASE PLATES SHALL BE CEMENT-BASED, NON-SHRINK GROUT.

THE GROUT SHALL EXHIBIT NO SHRINKAGE IN ACCORDANCE WITH ASTM C827 "TEST METHOD FOR EARLY

VOLUME CHANGE OF CEMENTITIOUS MIXTURES" AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH

OF 5,000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109 "TEST METHOD FOR COMPRESSIVE STRENGTH OF

HYDRAULIC CEMENT MORTARS".

10. SHOP OR FIELD SPLICES NOT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR APPROVAL.

11. STRUCTURAL STEEL FRAMING SHALL BE ERECTED TRUE AND PLUMB IN ACCORDANCE WITH A.I.S.C. CODE OF

STANDARD PRACTICE. ANY FRAMING EXCEEDING TOLERANCES OF THE CODE OF STANDARD PRACTICE SHALL BE

CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AS DIRECTED BY THE STRUCTURAL ENGINEER.

12. THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STRUCTURAL STEEL

FRAMEWORK AGAINST ALL GRAVITY CONSTRUCTION LOADS, STRUCTURE SELFWEIGHT, AND LATERAL LOADS, SUCH AS WIND. THIS BRACING SHALL REMAIN IN PLACE UNTIL THE FINAL SYSTEM FOR RESISTING LATERAL

LOADS IS IN PLACE AND EFFECTIVE AS APPROVED BY THE STRUCTURAL ENGINEER. THE ERECTOR SHALL

ENGAGE A QUALIFIED PROFESSIONAL ENGINEER LICENSED IN THE LOCATION OF THE PROJECT TO DESIGN A

PLAN AND SEQUENCE FOR ERECTION FOR THE LATERAL STABILITY OF THE STRUCTURAL STEEL FRAME DURING

CONSTRUCTION. THIS PROFESSIONAL ENGINEER SHALL SEAL THE PLANS AND SEQUENCE AND SUBMIT IT TO THE

ENGINEER OF RECORD FOR REVIEW.

13. STEEL COLUMNS EXTENDING BELOW GRADE AND NOT ENCASED WITH CONCRETE SHALL BE COATED WITH

BITUMASTIC.

14. STEEL LINTELS AND SHELF ANGLES ARE TO BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A384.

15. GALVANIZED STEEL AND ITS CONNECTORS SHALL CONFORM TO ASTM A123, ASTM A153, ASTM A384, AND THE

RECOMMENDATIONS OF THE "AMERICAN HOT DIP GALVANIZERS ASSOCIATION STANDARD SPECIFICATION".

ABRADED, SCRAPED, AND FIELD WELDED AREAS SHALL BE REPAIRED WITH ZINC-RICH PAINT.

STEEL DECK

1. COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWING SPECIFICATIONS :

• AMERICAN IRON AND STEEL INSTITUTE (AISI COLD FORMED STEEL DESIGN MANUAL)

• AMERICAN WELDING SOCIETY (ANSI/AWS D1.3 STRUCTURAL WELDING CODE – SHEET STEEL)

• AMERICAN WELDING SOCIETY (ANSI/AWS D1.1 STRUCTURAL WELDING CODE – STEEL)

• STEEL DECK INSTITUTE (SDI)

2. PROTECT STEEL DECK FROM CORROSION, DEFORMATION, AND OTHER DAMAGE DURING DELIVERY, STORAGE, AND HANDLING.

3. FLOOR AND ROOF DECKING SHALL BE INSTALLED IN ACCORDANCE WITH THE STEEL DECK

INSTITUTE AND MANUFACTURER'S RECOMMENDATIONS.

4. THE DECK MANUFACTURER SHALL FURNISH RIDGE AND VALLEY PLATES, FLAT PLATES OR ANGLES

AT CHANGE OF DECK DIRECTION, AND/OR SUMP PANS, TO PROVIDE A FINISHED SURFACE FOR THE

APPLICATION OF THE ROOFING MATERIAL.

5. WHERE WELDING IS ACCEPTED, THE SELECTION OF ELECTRODE AND AMPERAGE IS LEFT TO THE

CONTRACTOR. WELDING WASHERS ARE REQUIRED FOR DECK WITH A THICKNESS LESS THAN 0.028

INCHES AND ARE OPTIONAL FOR HEAVIER SECTIONS. PUDDLE WELDS SHALL BE AT LEAST 5/8 INCH

VISIBLE DIAMETER AND SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AT END LAPS AND SIDE

LAPS AND HAVE GOOD FUSION TO THE SUPPORTING MEMBER. FIELD WELDING OF DECK SHALL BE

IN ACCORDANCE WITH ANSI/AWS D1.3 “STRUCTURAL WELDING CODE – SHEET METAL”. METAL DECK

SHALL BE INSTALLED AND WELDED BEFORE THE TEMPORARY BRACING IS REMOVED.

6. DECKING SHALL BE PLACED IN A THREE-SPAN CONTINUOUS CONDITION WHERE POSSIBLE. SINGLE

AND DOUBLE SPAN CONDITIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.

7. SUBMITTED SHOP DRAWINGS SHALL SHOW THE DECK LAYOUT, TYPE OF DECK, ANCHORAGE

DETAILS, SUPPLEMENTAL FRAMING, CUT OPENINGS, AND ACCESSORIES.

8. STEEL DECK SHALL BE FABRICATED FROM STEEL CONFORMING TO SECTION A3 OF THE LATEST

EDITION OF SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS

(AISI). DECK SHALL BE MANUFACTURED FROM STEEL CONFORMING TO ASTM A1008, GRADES C OR

D, OR A653, STRUCTURAL QUALITY. THE MINIMUM FINISH SHALL BE A GALVANIZED COATING AS

DEFINED IN ASTM A653, G60. THE STEEL USED SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI.

9. COMPOSITE SHEAR STUDS SHALL BE WELDED (AWS D1.1 SECTION 7) THROUGH THE DECK OR

DIRECTLY TO THE STEEL MEMBER.

PRE-ENGINEERED METAL BUILDING

1. ALL DESIGN AND SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF TENNESSEE AND SHALL BEAR THE ENGINEER'S SEAL.

2. DESIGN BY MANUFACTURER SHALL INCLUDE ALL TEMPORARY BRACING REQUIRED FOR INSTALLATION.

BRACING SHALL BE SHOWN ON SHOP DRAWINGS.

3. GIRTS SHALL BE DESIGNED TO RESIST LATERAL LOADS.

4. MANUFACTURER SHALL PROVIDE FOUNDATION DESIGN LOADS.

5. ANCHOR BOLTS SHALL BE DESIGNED AND SUPPLIED BY MANUFACTURER AND INSTALLED BY THE

GENERAL CONTRACTOR.

POST-INSTALLED ANCHORS

1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR

SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD (EOR) PRIOR TO USING POST-INSTALLED

ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

2. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR WHEN DRILLING HOLES. HOLES

SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE

INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM

EDGE DISTANCES AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE.

3. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL ADHESIVE AND MECHANICAL ANCHOR

INSTALLATIONS AS REQUIRED BY THE 2018 INTERNATIONAL BUILDING CODE. INDEPENDENT ON-SITE

PROOF LOAD TESTING SHALL BE PERFORMED AS REQUIRED BY THE EOR. CONTACT EOR FOR AMOUNT

OF ANCHORS REQUIRED TO BE TESTED AND REQUIRED ROOF LOAD MAGNITUDE.

4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ON THE DRAWINGS SHALL BE

SUBMITTED TO THE EOR WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED

PROFESSIONAL ENGINEER IN THE STATE OF TENNESSEE SHOWING THAT THE SUBSTITUTED PRODUCT

WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE REQUIRED BY

THE 2018 INTERNATIONAL BUILDING CODE. PRODUCT ICC-ES CODE REPORTS SHALL BE INCLUDED WITH

SUBMITTAL PACKAGE.

5. AN ICC-ES EVALUATION REPORT SHALL BE PROVIDED FOR ALL POST-INSTALLED ANCHORS.

6. FOR ANCHORING INTO CONCRETE:

• MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE

WITH ACI 355.2 AND ICC-ES AC193.

• ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH

ACI 355.4 AND ICC-ES AC308.

7. FOR ANCHORING INTO MASONRY:

• MECHANICAL ANCHORS USED FOR ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRY

SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR

ICC-ES AC106.

• ADHESIVE ANCHORS USED FOR ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRY SHALL

HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58.

• MECHANICAL ANCHORS USED FOR ANCHORAGE TO HOLLOW CONCRETE MASONRY SHALL

HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58.

SPECIAL INSPECTIONS AND TESTING (2018 IBC)

1. THE GOVERNMENT SHALL EMPLOY AN INDEPENDENT TESTING COMPANY TO PERFORM THE FOLLOWING

ON SITE INSPECTIONS AND TESTING USING THE DESIGNATED 2018 IBC SECTION:

· STEEL CONSTRUCTION SECTION 1705.2

· CONCRETE CONSTRUCTION SECTION 1705.3

· SOILS SECTION 1705.6

2. UCOR/DOE SHALL EMPLOY A DESIGN PROFESSIONAL REGISTERED IN THE STATE OF TENNESSEE TO

PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH IBC SECTION 1704.2.

3. SPECIAL INSPECTORS SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE

ENGINEER OF RECORD INACCORDANCE WITH IBC SECTION 1704.2.4. THE REPORTS SHALL INDICATE

THAT WORK INSPECTED WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION

DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR

CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE BUILDING OFFICIAL AND THE

ENGINEER OF RECORD SHALL BE NOTIFIED.

REINFORCED MASONRY

1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF ACI 530/ASCE 5/TMS 402, "BUILDING

CODE REQUIREMENTS FOR MASONRY STRUCTURES".

2. ALL CONCRETE MASONRY UNITS FOR LOAD-BEARING WALLS SHALL CONFORM TO ASTM C-90, "STANDARD

SPECIFICATION FOR LOAD-BEARING CONCRETE MASONRY UNITS". TYPE M OR S MORTAR SHALL BE USED.

3. ALL LOAD-BEARING BLOCK MASONRY SHALL HAVE A MINIMUM PRISM STRENGTH OF 2,000 PSI. CONCRETE OR

GROUT USED FOR FILLING CELLS SHALL HAVE A MINIMUM STRENGTH OF 3,000 PSI.

4. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL

CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL

BE FULL-BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY

FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE

THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE

VERTICAL COURSES OR BY EQUIVALENT MECHANICAL ANCHORAGE.

5. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR AREA OF 10

SQUARE INCHES.

6. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED IN EACH POUR OF

GROUT WHERE SUCH GROUT POUR IS IN EXCESS OF 4 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER

OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS

SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION.

7. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT

EXCEEDING 192 DIAMETERS OF THE REINFORCEMENT OR 10 FEET.

8. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE POURED IN

LIFTS OF 8 FEET MAXIMUM HEIGHT. ALL GROUT SHALL BE CONSOLIDATED AT TIME OF POURING BY PUDDLING

OR VIBRATING AND THEN RECONSOLIDATED AGAIN BY PUDDLING LATER, BEFORE PLASTICITY IS LOST.

9. WHEN TOTAL GROUT POUR EXCEEDS EIGHT FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN FOUR-FOOT LIFTS

AND SPECIAL INSPECTION DURING GROUTING SHALL BE REQUIRED. MINIMUM CELL DIMENSION SHALL BE THREE

INCHES.

10. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE

FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN 1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT

GROUTED.

11. THE STRUCTURAL ENGINEER SHALL BE GIVEN A MINIMUM 24 HOURS NOTICE PRIOR TO EACH REINFORCED

BLOCK GROUTING OR CONCRETING OPERATION.

12. WHERE BOND BEAMS ARE INTERRUPTED BY STRUCTURAL STEEL COLUMNS OR BEAMS, BOND BEAM

REINFORCING SHALL BE WELDED TO THE COLUMN OR BEAM TO PROVIDE CONTINUITY OF THE BOND BEAM.

13. MASONRY WALLS SHALL BE REINFORCED WITH #5 @ 24" C.C. VERTICAL UNLESS NOTED OTHERWISE ON PLANS

OR SECTIONS. PROVIDE 2 – #5 VERTICAL BARS EACH SIDE OF OPENINGS AND EXTEND A MINIMUM OF 3'-0"

BEYOND OPENINGS. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF 9 GAUGE STANDARD LADDER

JOINT REINFORCEMENT SPACED AT 16" C.C. PROVIDE BOND BEAM AT MAXIMUM VERTICAL SPACING OF 3'-0" C.C.

REINFORCED WITH (2) #5 BARS SPACED AT 8'-0" C/C MAX.

14. NO BACKFILLING AGAINST BASEMENT AND RETAINING WALLS SHALL BE PERFORMED UNTIL THE GROUT AND

SUPPORTING FLOORS HAVE REACHED 100% OF THE DESIGN STRENGTH.

ABBREVIATION

ALT

APPROX

ARCH

BLDG

BRG

C c/c

CIP

CJ

CL

CLR

CMU

COL

CONC

CONST

CONT

db

DBL

DEG

DIA

DIAG

DL

DWG(S)

EA

EF

EJ

EL

ENGR

EOD

EOS

EQ

EW

FFE

FND

F.S.

FTG

GA

GALV

GB

GR

HORIZ

HT

INFO

K

KLF

KSF

LL

LLH

LLV

MAX

MECH

MEP

MEZZ

MIN

MISC

MP

Mu

NIC

NO

N.S.

NTS

OH

OPP

PG

PL

PSF

PSI

PT

REF

REINF

REQ'D

SDL

SECT

SF

SIM

SLV

SOG

STD

T

T&B

TB

TEMP

THK

TLS

TYP

UNO

V

VEJ

VERT

VIF

w/ w/o

WP

WWF

DESCRIPTION

ALTERNATE

APPROXIMATE

ARCHITECT OR ARCHITECTURAL DRAWINGS

BUILDING

BEARING

FACTORED COMPRESSION

CENTER ON CENTER

CAST-IN-PLACE

CONTROL JOINT

CENTER LINE

CLEAR OR CLEARANCE

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

REINFORCING BAR DIAMETER

DOUBLE

DEGREE

DIAMETER

DIAGONAL

DEAD LOAD

DRAWING(S)

EACH

EXTERIOR FACE

EXPANSION JOINT

ELEVATION

ENGINEER

EDGE OF DECK

EDGE OF SLAB

EQUAL

EACH WAY

FINISH FLOOR ELEVATION

FOUNDATION

FAR SIDE

FOOTING

GAUGE

GALVANIZED

GRADE BEAM

GRADE

HORIZONTAL

HEIGHT

INFORMATION

KIP

KIP PER LINEAR FOOT

KIP PER SQUARE FOOT

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MECHANICAL

MECHANICAL, ELECTRICAL, PLUMBING

MEZZANINE

MINIMUM

MISCELLANEOUS

MICROPILE

FACTORED MOMENT

NOT IN CONTRACT

NUMBER

NEAR SIDE

NOT TO SCALE

OPPOSITE HAND

OPPOSITE

PLATE GIRDER

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POST-TENSIONED

REFERENCE

REINFORC(ED) OR (ING)

REQUIRED

SUPERIMPOSED DEAD LOAD

SECTION

SQUARE FEET

SIMILAR

SHORT LEG VERTICAL

SLAB-ON-GRADE

STANDARD

FACTORED TENSION

TOP AND BOTTOM

TIE BEAM

TEMPERATURE

THICK

TENSION LAP SPLICE

TYPICAL

UNLESS NOTED OTHERWISE

FACTORED SHEAR

VERTICAL EXPANSION JOINT

VERTICAL

VERIFY IN FIELD

WITH

WITHOUT

WORK POINT

WELDED WIRE FABRIC

ABBREVIATION LIST

2 2 a a

2a2a a a

ROOF PLAN

45 5 a

WALL ELEVATION

a

NOTE:

THESE ARE FOR Iws = 1.00 & EXP. C. VALUES ARE BASED ON

AN EFFECTIVE WIND AREA OF 10 SF.

DIMENSION "a" IS DEFINED IN ASCE 7-16 AS 10% OF LEAST

HORIZONTAL DIMENSION, BUT NOT LESS THAN 3' - 0".

GENERAL NOTES FOR SECTIONS AND DETAILS:

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

DETAIL NUMBER

SHEET ON WHICH

SECTION IS SHOWN

SECTION MARKER

DETAIL CALLOUT

BUILDING ELEVATION MARKER

DETAIL NUMBER

PROJECT NORTH ARROW

REVISION CLOUD

REVISION DELTA

NUMBER

BRICK / MASONRY CONCRETE

MASONRY

UNIT (CMU)

EARTH GRAVEL FILL RIGID

INSULATION

MATERIALS LEGEND

HXXX

HXXX

HXXX

TYPICAL DETAIL MARKER

NOTE:

THIS SEQUENCIAL MARKER IS PART OF THE

DETAIL TITLE ON THE SHEET WHERE THE

DETAIL IS SHOWN. THIS MARKER IS NOT

REFERENCED ANYWHERE ELSE IN THE

DOCUMENTS.

N

HXXX

SHEET ON WHICH

SECTION IS TAKEN

DIRECTION OF CUT

HXXX

SHEET ON WHICH

SECTION IS TAKEN

CALL OUT

HXXX SHEET ON WHICH

ELEVATION IS SHOWN

SHEET ON WHICH

ELEVATION IS TAKEN

AGRICULTURE

K

UR

T BOYD

R E G

IS

TE

RED ENG IN

E E R

N o . 1 0 4 5 7 2

C O M M E R C E

S T A

T E

OF T ENNE

S

S E E

UCOR

PROJECT NAME:

SITE CLASS

TYPE REV

RPE

DATE

DRAWING REVISIONS

SCALE:LE DRAWING NUMBER

BUILDING

ELECTRONIC SIGNATURES

PROFESSIONAL SEAL

TITLE:

CD

U

ORG/

ENGR

ENGR

CHK

PROJ

ENGR

KAREA ETTP

PROJECT RECORD NUMBER:

AS SHOWN

CONFIGURATION MANAGEMENT LEVEL

DE-SC-0004645

an AECOM-led partnership with Jacobs

MANAGED FOR THE DEPARTMENT OF ENERGY

UNDER CONTRACT NUMBER DE-SC-0004645

OAK RIDGE TN 37830

OAK RIDGE RESERVATION

03/31/2022 CFC SUBMITTAL DLP SKR KAB KAB

ARCHITECTSSMEE + BUSBY

Knoxville, TN 37902

DRW

BY

KAB

QA

KAB0

REV. DATE DESCRIPTION

141101.11

BUILDING DESIGN K-25 PHASE II

GENERAL NOTES

S1E-700NHP-H712

01/20/2023

WIRE MESH SUPPORT SPACING REQUIREMENTS

WIRE SIZE WIRE SPACING SUPPORT SPACING

W OR D9 AND LARGER 12" AND GREATER 4' - 0" TO 6' - 0"

W OR D5 TO W OR D8 12" AND GREATER 3' - 0" TO 4' - 0"

W OR D9 AND LARGER LESS THAN 12" 3' - 0" TO 4' - 0"

W OR D4 OR W OR D8 LESS THAN 12" 2' - 0" TO 3' - 0"

LESS THAN W OR D4 LESS THAN 12" 2' - 0" TO 3' - 0" OR LESS

TABLE OF CONCRETE MIX DESIGN REQUIREMENTS

MEMBER TYPE/LOCATION

28 DAY

STRENGTH (PSI)

EXPOSURE

CATEGORY

MAXIMUM

W/C RATIO

AIR

CONTENT

MAXIMUM UNIT

WEIGHT (PCF)

INTERIOR SLAB-ON-GRADE 3000 F0 0.45 - 145

EXTERIOR SLAB-ON-GRADE 4500 F1 0.45 4.5%-7.5% 145

FOOTINGS 3000 F0 0.45 - 145

INTERIOR WALLS * 4000 F0 0.45 - 145

EXTERIOR WALLS 4500 F1 0.45 4.5%-7.5% 145

SLABS ON COMPOSITE METAL DECK 4000 F0 0.45 4% - 7% 125

COMPONENTS AND CLADDING ULTIMATE WIND LOADS (Based on 10ft² effective area)

ROOF (PSF) WALL (PSF)

ZONE 1 ZONES 2 & 3 ZONE 4 ZONE 5

19.3, -44.2 19.3, -44.2 19.3,-20.9 19.3,-25.7

STRUCTURAL SHEET INDEX

DRAWING NUMBER TITLE

S1E-700NHP-H712 GENERAL NOTES

S1E-700NHP-H713 SPECIAL INSPECTIONS

S1E-700NHP-H714 TYPICAL DETAILS - STEEL

S1E-700NHP-H715 TYPICAL DETAILS - FOUNDATION

S1E-700NHP-H716 TYPICAL DETAILS - CONCRETE MASONRY

S1E-700NHP-H717 LEVEL 01 FOUNDATION PLAN

S1E-700NHP-H718 LEVEL 02 FRAMING PLAN

S1E-700NHP-H719 ROOF FRAMING PLAN

S1E-700NHP-H720 SCHEDULES AND DIAGRAMS

S1E-700NHP-H721 BRACED FRAMING AND CMU ELEVATIONS

S1E-700NHP-H722 FOUNDATION SECTIONS

S1E-700NHP-H723 FRAMING SECTIONS

S1E-700NHP-H878 FRAMING CONNECTIONS

S1E-700NHP-H879 MISCELLANEOUS CONNECTIONS

10/06/20221

REVISED CFC - REVISION CLOUDS AND TRIANGLES REMOVED TO

PRODUCE A CLEAN DRAWING SET FOR USACE TO START PROCUREMENT

DLP SKR KAB KAB

KAB KAB

01/20/20232 CLARIFICATIONS IN RESPONSE TO BIDDER QUESTIONS

DLP SKR KAB KAB KAB KAB

A B C D E

STAIR

S101

VESTIBULE

MEN'S RESTROOM

WOMEN'S RESTROOM

JANITOR'S CLOSET

EQUIPMENT ROOM

EXHIBIT AREA

STORAGE

SPRINKLER RISER ROOM

OFFICE

ELEC ROOM

ELEV MACHINE ROOM

VESTIBULE

MONUMENTAL STAIR

S102

EF-1

EF-2

EF-3

EXHAUST WALL LOUVER,

RUSKIN MODEL ELF375DX

OR APPROVED EQUAL.

6" ø

6" ø

6"ø

DSS-3

U/C

U/C

U/C

6" ø

8" ø

"ø

8" ø

CD-1(12x12)

150 CFM

CD-1(12x12)

150 CFM

CD-1(12x12)

70 CFM

CD-1(12x12)

160 CFM

EH-2

ELEVATOR

TTRTU1 TTRTU2

U/C

U/C U/C

U/C

T

TDSS2

T TDSS3

T TEH1

T TEH2

CD-1(12x12)

70 CFM

PAINT EXPOSED DUCT AND TOPS OF

ROOMS BLACK (TYP. OF FIRST FLOOR).

8" ø

10"ø

6"ø

8" ø

EH-1

8"ø

DSS-2

T TDSS1

DSS-1

U/C

10"Ø FROM ROOF ABOVE.

10"Ø FROM ROOF ABOVE.

SWS-1(10x4)

150 CFM

10"Ø FROM RTU-3 ABOVE.

6"ø

6" ø

SWS-1(10x4)

150 CFM

UCOR

PROJECT NAME:

SITE CLASS

TYPE REV

RPE

DATE

DRAWING REVISIONS

SCALE:LE DRAWING NUMBER

BUILDING

ELECTRONIC SIGNATURES

PROFESSIONAL SEAL

TITLE:

CD

U

ORG/

ENGR

ENGR

CHK

PROJ

ENGR

KAREA ETTP

PROJECT RECORD NUMBER:

AS SHOWN

CONFIGURATION MANAGEMENT LEVEL

DE-SC-0004645

an AECOM-led partnership with Jacobs

MANAGED FOR THE DEPARTMENT OF ENERGY

UNDER CONTRACT NUMBER DE-SC-0004645

OAK RIDGE TN 37830

OAK RIDGE RESERVATION

3/31/2022 CFC SUBMITTAL

ARCHITECTSSMEE + BUSBY

Knoxville, TN 37902

DRW

BY

GS

QA

SB0

REV. DATE DESCRIPTION

21026

BUILDING DESIGN K-25

FIRST FLOOR HVAC PLAN

M1E-700NHP-H728

1/8" = 1'-0"

LEVEL 01 HVAC PLAN

CC PCH JWH PCH

1. ALL EXPOSED SUPPLY AND RETURN DUCTWORK BELOW ROOF TO BE PAINT GRIP, FLAT BLACK.

GENERAL NOTES:

CC PCH JWH PCH1/20/20231 SB GSCLARIFICATIONS IN RESPONSE TO BIDDER QUESTIONS

A B C D E

VIEWING PLATFORM

"ø

"ø

"ø

22"Ø UP TO RTU-2 ON ROOF

22"Ø UP TO RTU-1 ON ROOF

22"Ø TO RTU-3 ON ROOF

"ø

"ø

"ø

"ø

COVER OPENING WITH

1/2" WIRE MESH

COVER OPENING WITH

1/2" WIRE MESH

SWS-1(16x4)

300 CFM

SWS-1(16x4)

300 CFM

SWS-1(16x4)

375 CFM

SWS-1(16x4)

375 CFM

SWS-1(16x4)

375 CFM

SWS-1(16x4)

375 CFM

SWS-1(16x4)

300 CFM

SWS-1(16x4)

300 CFM

"ø22 "ø

SWS-1(24x4)

450 CFM

SWS-1(24x4)

450 CFM

SWS-1(24x4)

450 CFM

SWS-1(24x4)

450 CFM

"ø

"ø

10"ø

10"ø

SWS-1(24x4)

450 CFM

SWS-1(24x4)

450 CFM

"ø

"ø

SWS-1(24x4)

450 CFM

SWS-1(24x4)

450 CFM

"ø

"ø

10"Ø DOWN TO

FLOOR BELOW

10"Ø DOWN TO

FLOOR BELOW

SWS-1(24x4)

450 CFM

SWS-1(24x4)

450 CFM

SWS-1(24x4)

425 CFM

SWS-1(24x4)

400 CFM

SWR-1(36x18)

2540 CFM

ELEVATOR

MECHANICAL

"ø

"ø

"ø

TTRTU3

22"Ø UP

21'-0" A.F.F.

21'-0" A.F.F.

21'-0" A.F.F. 21'-0" A.F.F.

14'-0" A.F.F.

UCOR

PROJECT NAME:

SITE CLASS

TYPE REV

RPE

DATE

DRAWING REVISIONS

SCALE:LE DRAWING NUMBER

BUILDING

ELECTRONIC SIGNATURES

PROFESSIONAL SEAL

TITLE:

CD

U

O…