W912QR20R0009Plans_Vol3-0000.pdf

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

26 December 2019

W912QR20R0009

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I

'D

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N

O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

W O

O

LP

E R

T

Id ea C en te r B ou le va rd

D ay to n, O H

0-

Te l:

(9

1-

Fa x:

7)

-5 w w w .w oo lp er t.c om

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E

O H

IO

R

E P

A

IR

H T

H W

L

IN

E C

W

IT

H N

A T

U R

A L

G A

S B

O

IL

E R

S P

R O

J E

C T

Z

H T

V

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

Q R

-1

-D -0

3G-002

IN

D

E X

V

O L U

M E

J

IL

L E

L D

E R

G A

R Y

R O

D D

Y

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

E

W P

A F

B L in e C

T e n a n t A

R C

H R

.r v t

DRAWING INDEX_SHEET

SHEET

NUMBER SHEET TITLE

3G-001 COVER - VOLUME 3 OF 5

3G-002 INDEX - VOLUME 3

3GI101 LIFE SAFETY PLANS - BLDG 10280 BOILER RM 1324

3H-101 HAZARDOUS MATERIALS BUILDING 10280

3S-001 GENERAL NOTES - BUILDING 10280

3S-002 SPECIAL INSPECTION - BUILDING 10280

3S-101 BUILDING 10280 MECHANICAL ROOM 1324 FOUNDATION PLAN

3S-102 BUILDING 10280 MECHANICAL ROOM 1324 SECOND FLOOR FRAMING PLAN

3S-501 DETAILS BUILDING 10280

3S-502 DETAILS BUILDING 10280

3AD101 BUILDING 10280 DEMOLITION PLAN

3AD102 BUILDING 10280 REFLECTED CEILING DEMOLITION PLAN

3A-101 BUILDING 10280 FIRST FLOOR AND MECHANICAL ROOM 1324 FLOOR PLANS

3A-102 BUILDING 10280 MECHANICAL ROOM 1324 REFLECTED CEILING PLAN

3A-401 BUILDING 10280 EXTERIOR ELEVATIONS

3A-402 BUILDING 10280 EXTERIOR ELEVATIONS

3A-601 SCHEDULES AND DETAILS

3A-602 DOOR HARDWARE SETS

3FA101 FIRE ALARM PLAN - BLDG 10280 BOILER RM 1324

3FX101 FIRE SUPPRESSION PLAN - BLDG 10280 BOILER RM 1324

3P-001 PLUMBING LEGEND AND GENERAL NOTES

3P-101 PARTIAL FIRST FLOOR PLAN - TENANT BLDG 10280 - PLUMBING

3M-001 MECHANICAL LEGEND AND GENERAL NOTES

3MD101 PARTIAL FIRST FLOOR PLAN - TENANT BLDG 10280 - DEMOLITION - MECHANICAL

3M-101 PARTIAL FIRST FLOOR PLAN - TENANT BLDG 10280 - MECHANICAL

3M-601 MECHANICAL SCHEDULES - TENANT BLDG 10280

3M-701 MECHANICAL PIPING SCHEMATICS - TENANT BLDG 10280

3M-801 MECHANICAL CONTROL SCHEMATICS - TENANT BLDG 10280

3M-802 MECHANICAL CONTROL SCHEMATICS - TENANT BLDG 10280

3E-001 ELECTRICAL GENERAL NOTES AND LEGEND

3E-101 TENANT BLDG 10280 MECHANICAL ROOM - ELECTRICAL NEW WORK

3E-601 EQUIPMENT SCHEDULE, LIGHTING FIXTURE SCHEDULE AND PANELBOARD SCHEDULE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

H1H2H3H4 H0

HC

HD

OUTSIDE OF PROJECT AREA

NEW 1-HOUR FIRE-RESISTANCE RATED WALLS WITH

FIRESTOPPING AS REQUIRED FOR PENETRATIONS; SEE

ARCHITECTURAL PLANS FOR DETAILS.

NEW 1-HOUR FIRE-RESISTANCE RATED CEILING WITH

FIRESTOPPING AS REQUIRED FOR PENETRATIONS; SEE

ARCHITECTURAL PLANS FOR DETAILS.

EXIT DOOR CLEAR WIDTH = 34"

CAPACITY = 170 PERSONS

TD = 48'

CPT = 48'

BOILER RM 1324

STORAGE (S-1) OCCUPANCY

930 SQ.FT

1 OCC PER 500 SQ.FT

2 OCCUPANTS

BOILER

EXIT DOOR CLEAR WIDTH = 34"

CAPACITY = 170 PERSONS

NEW EMERGENCY LIGHTING

IN ROOM; SEE ELECTRICAL

PLANS FOR DETAILS.

NEW EXIT SIGN; SEE ELECTRICAL

PLANS FOR DETAILS

NEW EXIT SIGN; SEE

ELECTRICAL PLANS

FOR DETAILS

NEW 45-MINUTE FIRE-RESISTANCE RATED

DOORS WITH CLOSER, COORDINATOR,

AND POSITIVE LATCHING; SEE

ARCHITECTURAL PLANS FOR DETAILS

APPLICABLE CODES AND STANDARDS

• UFC 1-200-01, GENERAL BUILDING REQUIREMENTS (20 JUNE 2016)

• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS (06 OCTOBER 2015)

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

(CHANGE 1, 28 NOVEMBER 2016)

• NFPA 1, FIRE CODE, AS ADOPTED BY UFC (2015)

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS (2016)

• NFPA 70, NATIONAL ELECTRIC CODE (2014)

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2016)

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING

PROTECTIVES (2016)

• NFPA 101, LIFE SAFETY CODE (2015)

• NFPA 105, STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER

OPENING PROTECTIVES (2016)

• INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED BY UFC

PROJECT CLASSIFICATION PER UFC 3-600-01

CATEGORY OF WORK: MODIFICATION

PROJECT TYPE: NOT A MAJOR PROJECT

LIFE SAFETY SHEET NOTES

1. 1-HOUR FIRE BARRIER PROVIDED TO SEPARATE THE BOILER

ROOM IN THE PROJECT AREA DUE TO THE EXISTING BUILDING

HAVING A COMBUSTIBLE CONSTRUCTION TYPE.

LIFE SAFETY LEGEND

1-HOUR FIRE BARRIER

(45-MIN RATED DOORS)

CPT = COMMON PATH OF TRAVEL

TD = TRAVEL DISTANCE

LIFE SAFETY SUMMARY

EXISTING BUILDING OCCUPANCY: BUSINESS (GROUP B) AND

ASSEMBLY (GROUP A-3)

PROJECT AREA OCCUPANCY: STORAGE (GROUP S-1)

SPRINKLER PROTECTED: YES

FIRE ALARM SYSTEM: YES

MASS NOTIFICATION SYSTEM: NO

TRAVEL DISTANCE: 250 FT (MAX); 48 FT PROVIDED

COMMON PATH OF TRAVEL: 75 FT (MAX); 48 FT PROVIDED

DEAD END CORRIDOR: 20 FT; N/A

MINIMUM EGRESS WIDTH: 32 INCHES

PROVIDED EGRESS: 34 INCHES

DOOR CAPACITY FACTOR: 0.2 INCHES/PERSON

INTERIOR WALL FINISH: A, B, OR C

INTERIOR FLOOR FINISH: I OR II

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F

EN

G

IN

E

ER

S

D R

AW

N

B Y:

D

ES

IG

N

E D

BY

S U

B M

IT

TE

D

BY

SI

ZE

C H

EC

K

ED

B

Y:

A N

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N U

M B

ER

1 2 3 4 5

D

C

B

A

WO

OL

PE

RT

Ide aC en ter

Bo ule va rd

Da yto n, OH

0-1

Te l:(

7)

1-5

Fa x:

(93

7)

1-5 ww w.

wo olp ert

.co m

W R

IG

H

T-

PA

TT

ER

SO

N

AI

R

FO

R

C E

B

AS

E, O

H

IO

R

EP

AI

R

H

TH

W

LI

N E

C W

IT

H

N

AT

U R

AL

G

AS

B

O

IL

ER

S

PR

O

JE

C

T #Z

H

TV

LO

U

IS

V

IL

LE

D

IS

TR

IC

T

LO

U

IS

V

IL

LE

,K

EN

TU

C

K Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

N

O V

W

2Q R

-1 4-

D -0

W

PA

FB

_L in e

C _T en an t1

_F

AF

SL

S_ R

.rv t

R

EB

E C

C A

K N

O

LL

E

C H

U C

K G

R E

EN

W

E

LL

P

AU

L

BU

TT

M

EL

IS

SA

M E

A D

E

3GI101

LI

FE

SA

F E

TY

PL

AN

-B

LD

G

BO

IL

ER

R M

1/8" = 1'-0"A1 LIFE SAFETY PLAN - BLDG 10280 BOILER RM 1324

10856

10853

10822

10280

KEY PLAN

10858 10859

10829

10828

PLAN NORTH

4'0 8' 16'

FOR REFERENCE ONLY

M

AR

K D

E

SC

R

IP

TI

O

N D

A

TE

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

H1H2 H0

HD

US Army Corps of Engineers ®

SHEET ID

3H-101

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I L E

M

E

I S

S U

E

D

A T

E

C O

N T

R A

C T

N O

S O

L I C

I T

A T

I O

N

N

O

W Q

R D

F I

U M

B E

R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

1 2 3 4 5

D

C

B

A

W O

O L

P E

R T

I d e a

C e n t e r

B o u l e v a r d

D a y t o n

O

H

T e l

F a x w w w w o o l p e r t c o m

W R

I G

H T

P

A T

T E

R S

I

F

R

B

S

E

O

H I O

P R

O J

E C

T

Z H

V

L O

U I S

V I L

D

I S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

10280

GENERAL NOTES :

1. ONCE POWER HAS BEEN DISCONNECTED TO THE EQUIPMENT,

INVESTIGATE FOR AND DISPOSE OF ANY SUSPECT ASBESTOS CONTAINING

MATERIALS WITHIN ELECTRICAL EQUIPMENT THAT WILL BE REMOVED AS

PART OF THIS PROJECT.

2. REMOVE AND TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES

AND THERMOSTATS TO 88 ABW/CEIE IN ACCORDANCE WITH APPROPRIATE

SPECIFICATION SECTION FOR RECYCLING.

3. ALL PAINT IS TO BE CONSIDERED LEAD CONTAINING AND CONTROL

MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH APPROPRIATE

SPECIFICATION SECTION. ALL CONTRACTORS IMPACTING PAINTED

MATERIALS/ITEMS MUST CONFORM TO THE OSHA LEAD IN CONSTRUCTION

STANDARD, CFR 1926.62 AND ALSO THE MASTER SPECIFICATIONS

GOVERNING THIS PROJECT.

4. LISTED QUANTITIES AND LOCATIONS ARE ONLY ESTIMATES TO BE USED

FOR A BASIS OF BID. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL QUANTITIES, SPECIAL CONDITIONS, LOCATIONS AND BIDDING

ACCORDING TO THEIR FINDINGS. IT IS STRONGLY ENCOURAGED THAT THE

BIDDING CONTRACTOR CONDUCT A SITE INVESTIGATION TO VERIFY

MATERIALS AND QUANTITIES PRIOR TO BID. THE CONTRACTOR WILL BE

RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL ASBESTOS

CONTAINING MATERIALS PROJECTED TO BE IMPACTED.

5. THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL

REFERENCE AND REVIEW ALL OTHER DRAWINGS ASSOCIATED WITH THE

PROJECT. THE CONTRACTOR SHALL ALSO REFERENCE ALL SPECIFICATION

SECTIONS.

6. ALL ABATEMENT WORK SHALL BE SCHEDULED AND COORDINATED

THROUGH THE CONTRACTING OFFICER TO FACILITATE THE PROMPT

COMPLETION OF ALL ASPECTS OF THE PROJECT.

7. THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL PROVIDE A

SUFFICIENT NUMBER OF QUALIFIED WORKERS AND SUPERVISORS TO

ACCOMPLISH THE SPECIFIED WORK WITHIN THE TIMEFRAME SET FORTH

BY THE PROJECT SCHEDULE.

8. THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL

DECONTAMINATE ALL BUILDING MATERIALS, WHICH BECOME

CONTAMINATED OR ARE DISTURBED FROM ASBESTOS AND OTHER

HAZARDOUS MATERIAL REMOVAL.

9. THE OWNER AND CONTRACTING OFFICER HAVE THE RIGHT TO CONTROL

THE LOCATION OF ALL CONTRACTOR'S SUPPLIES AND STORAGE

10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE HEALTH

AND SAFETY OF THEIR EMPLOYEES WHEN WORKING UNDER THESE

CONDITIONS.

11. HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL COMPLY WITH

THE REQUIREMENTS OF OSHA REGARDING CONFINED SPACE,

SCAFFOLDING AND LIFTS INCLUDING ASSOCIATED PROGRAMS, PERMITS,

TRAINING AND TESTING.

12. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING AND ADHERING TO ALL

APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS INCLUDING, BUT

NOT LIMITED TO, THOSE SET FORTH BY THE USEPA, OSHA, AND OEPA.

13. ACCESS, REMOVE AND DISPOSE OF ASBESTOS CONTAINING FLANGE

GASKETS.

14. MUCH OF THE EQUIPMENT IS STILL ENERGIZED/ PRESSURIZED AND IN USE.

IT IS NOT POSSIBLE TO SAMPLE ENERGIZED/ PRESSURIZED COMPONENTS.

UNLESS THIS EQUIPMENT IS TAKEN OFF LINE FOR SAMPLING, IT WILL NEED

TO BE SAMPLED BY THE SELECTED CONTRACTOR PRIOR TO, OR WHEN

DISMANTLING. SECTION 02 82 13.00 DISCUSSES PREVIOUSLY UNTESTED

COMPONENTS AND NOTIFYING THE CO FOR SAMPLING.

CODED NOTES :

A. ACCESS, REMOVE AND DISPOSE OF ASBESTOS CONTAINING GLAZING TAPE.

A

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

H A

Z A

R D

O U

S

M

A T

E R

I A

H

A R

L E

S

W

I L S

O N

A A

R O

N

F

R A

L E

Y

M A

K

H S

E

N

V

NTS

FIRST FLOOR PLAN - BLDG 10280

A1

KEY PLAN

R E

B E

C C

A

K

N O

L L E

N.T.S.

PLAN NORTH

W

PA

FB

_L in e

C_ Te na nt

_H

AZ

M

AT

_R

.d w g

H A

Z A

R D

O U

B L

D G

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F

EN

G

IN

E

ER

S

D R

AW

N

B Y:

D

ES

IG

N

E D

BY

S U

B M

IT

TE

D

BY

SI

ZE

C H

EC

K

ED

B

Y:

A N

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N U

M B

ER

1 2 3 4 5

D

C

B

A

WO

OL

PE

RT

Ide aC en ter

Bo ule va rd

Da yto n, OH

0-1

Te l:(

7)

1-5

Fa x:

(93

7)

1-5 ww w.

wo olp ert

.co m

W R

IG

H

T-

PA

TT

ER

SO

N

AI

R

FO

R

C E

B

AS

E, O

H

IO

R

EP

AI

R

H

TH

W

LI

N E

C W

IT

H

N

AT

U R

AL

G

AS

B

O

IL

ER

S

PR

O

JE

C

T #Z

H

TV

LO

U

IS

V

IL

LE

D

IS

TR

IC

T

LO

U

IS

V

IL

LE

,K

EN

TU

C

K Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

2Q R

-1 4-

D -0

3S-001

G

EN

E R

AL

N

O

TE

S

BU

IL

D

IN

G

PE

TE

R G

IE

SS

EL

LA

IL

A

BA

R R

R

EB

EC

C

A

KN

O

LL

E

FR

AN

K M

O N

AS

TR

A

W

PA

FB

_L in e

C _T en an t1

_S

TR

_R

.rv t

GENERAL NOTES:

ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 2015 AS AMENDED BY UFC.

THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWING DIMENSIONS AND CRITICAL DIMENSIONS OF EXISTING STRUCTURE PRIOR TO WORK OR FABRICATION. ANY CONFLICTS OR DISCREPANCIES FOUND IN THE DRAWINGS OR SITE CONDITIONS SHALL BE PROMPTLY REPORTED TO THE CONTRACTING OFFICER.

THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL FEDERAL SAFETY STANDARDS.

STRUCTURAL DESIGN DATA:

DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2015 AND UFC SPECIFICATIONS.

LIVE LOADS:

MECHANICAL ROOMS: 40 PSF + WEIGHT OF MECHANICAL UNITS

SLAB ON GRADE, TYPICAL: 125 PSF

MECHANICAL ROOM CEILING: 20 PSF

WIND DESIGN DATA:

BASIC WIND SPEED (3-SECOND GUST): 115MPH

WIND IMPORTANCE FACTOR (Iw): 1.0

RISK CATEGORY: II

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT (GCpi): 0.18

DESIGN WIND PRESSURE FOR COMPONENTS

AND CLADDING NOT OTHERWISE SPECIFIED: 48.4 PSF

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR (Ie): 1.0

RISK CATEGORY: II

SITE CLASS: D

MAPPED SPECTRAL RESPONSE ACCELERATIONS:

SS: 0.162

S1: 0.063

SPECTRAL RESPONSE COEFFICIENTS:

SDS: 0.173

SD1: 0.101

SEISMIC DESIGN CATEGORY: B

BASIC SEISMIC-FORCE-RESISTING SYSTEMS ELEVATED TANK ON SYMMETRICALLY BRACED LEGS

(FOR MECHANICAL EQUIPMENT): (NOT SIMILAR TO BUILDINGS)

BASIC SEISMIC-FORCE-RESISTING SYSTEMS

(FOR MECHANICAL ROOM): LIGHT-FRAME WALL WITH SHEAR PANELS OF ALL

OTHER MATERIALS

SEISMIC RESPONSE COEFFICIENTS (Cs)

FOR MECHANICAL EQUIPMENT: 0.058

SEISMIC RESPONSE COEFFICIENTS (Cs)

FOR MECHANICAL ROOM: 0.087

RESPONSE MODIFICATION FACTORS (R)

FOR MECHANICAL EQUIPMENT: 3

RESPONSE MODIFICATION FACTORS (R)

FOR MECHANICAL ROOM: 2

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

SHOP DRAWINGS:

THE CONTRACTOR SHALL REVIEW, STAMP WITH THEIR APPROVAL, DATE AND SIGN ALL SHOP DRAWINGS REQUIRED BY THE CONTRACT DRAWINGS PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER IN WRITING OF ANY DEVIATION IN THE SHOP DRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DRAWINGS. AS A MINIMUM, SHOP DRAWINGS

SHALL BE SUBMITTED FOR THE FOLLOWING:

CONCRETE REINFORCEMENT

COLD-FORMED STEEL FRAMING

STEEL DECKING

FOUNDATIONS:

FOOTINGS AND FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL PRESSURE OF 2000 PSF.

EXCAVATE ANY ORGANIC MATERIALS, SILTS, CLAYS, DEBRIS OTHER UNSUITABLE MATERIALS OR LOOSE MATERIAL ENCOUNTERED UNDER SLAB AND FOOTING LOCATIONS. ALL FOOTING EXCAVATIONS SHALL BE NEAT, STRAIGHT, AND LEVEL IN THE PROPER ELEVATIONS TO RECEIVE THE CONCRETE AS SHOWN ON THESE DRAWINGS.

PLACE FILL AS NEEDED TO ATTAIN THE PROPER ELEVATION AND GEOMETRY SHOWN ON THE PLANS. STRUCTURAL FILL SHALL COMPLY WITH ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SM, SW, AND SP. THE MATERIAL SHALL BE FREE OF CLAY, ROCK, GRAVEL LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION OR OTHER DELETERIOUS MATERIAL. FILL SHALL BE PLACED IN LAYERS NOT MORE THAN 4 INCHES IN LOOSE DEPTH. THE TOP 12 INCHES OF SUBGRADE AND EACH LAYER OF FILL MATERIAL SHALL BE

COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557.

REINFORCING STEEL AND MESH SHALL BE ACCURATELY PLACED AND SUPPORTED TO MAINTAIN THEIR POSITION

DURING CONCRETE PLACEMENT.

FOUNDATION RECOMMENDATIONS BASED ON GEOTECHNICAL REPORT BY CBC ENGINEERS DATED APRIL 16, 2018.

EXISTING STRUCTURE:

WHERE THE EXISTING STRUCTURE IS REMOVED FOR CONSTRUCTION, INSPECT AND REPLACE ANY DAMAGED

MATERIAL BEFORE REINSTALLATION PER THE ORIGINAL STRUCTURAL DRAWINGS.

STEEL DECK:

STEEL DECK SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS.

ALL STEEL DECKING SHALL CONFORM TO ANSI/SDI RD-2010 STANDARDS. STEEL DECKING SHALL BE GALVANIZED

PER ASTM A653, G60 UNLESS NOTED OTHERWISE.

MINIMUM DECK GAGES ARE SHOWN ON THE PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS.

SHORING OR HEAVIER DECK MAY BE REQUIRED FOR OTHER CONDITIONS, DEPENDING ON THE MANUFACTURER'S AND CONTRACTOR'S LAYOUT. THE DECK SUPPLIER SHALL CONFIRM THE DECK SIZE FOR THE ACTUAL LAYOUT AND PROVIDE THE ENGINEER OF RECORD WITH ENGINEERING CALCULATIONS OR PUBLISHED MANUFACTURER'S DATA VERIFYING THE SPECIFIED DECK REQUIREMENTS. PROVIDE ENGINEERED AND CHECKED SHOP DRAWINGS INDICATING LOCATION, GAGE, AND SIZE OF EACH PIECE OF DECKING. THE DRAWINGS SHALL CLEARLY SHOW WELDING DETAILS TO STRUCTURAL FRAMING AND SIDE LAP CONNECTION DETAILS. WHEREVER POSSIBLE THE

METAL DECK SHALL BE CONTINUOUS OVER ALL SPANS IN THE DIRECTION INDICATED.

ALL STEEL DECKING SHALL BE ATTACHED TO THE SUPPORTING LIGHT-GAGE FRAMING A 12 INCHES MAXIMUM ON CENTER WITH #12 TEK SCREWS. ROOF DECK SIDE LAPS SHALL BE #12 TEK SCREWS AT 12 INCHES MAXIMUM ON

CENTER.

STRUCTURAL CONCRETE:

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. CONCRETE SHALL HAVE A MAXIMUM WATER-

CEMENT RATIO OF 0.35.

SPECIFIED 28-DAY COMPRESSIVE STRENGTH (f'c):

GENERAL CONCRETE STRENGTH: 4000 PSI

A CONCRETE STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTH OF AT LEAST TWO 6 INCH DIAMETER BY 12 INCH TALL CYLINDERS OR AT LEAST THREE 4 INCH DIAMETER BY 8 INCH TALL CYLINDERS MADE FROM THE SAME

SAMPLE OF CONCRETE AND TESTED AT 28 DAYS.

RESULTS OF STRENGTH TESTS OF CYLINDERS CURED UNDER FIELD CONDITIONS SHALL BE PROVIDED. FIELD- CURED CYLINDERS SHALL BE CURED UNDER FIELD CONDITIONS IN ACCORDANCE WITH ASTM C31 AND SHALL BE MOLDED AT THE SAME TIME AND FROM THE SAME SAMPLES AS LABORATORY-CURED TEST SPECIMENS.

STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE

FOLLOWING REQUIREMENTS ARE MET:

A) EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED f'c AND

B) NO INDIVIDUAL STRENGTH TEST FALLS BELOW f'c BY MORE THAN 500 PSI WHEN f'c IS 5000 PSI OR LESS; OR BY MORE THAN 0.10xf'c WHEN f'c IS MORE THAN 5000 PSI.

CONCRETE SUPPLIED SHALL MEET THE REQUIREMENTS OF ACI 301-16, SECTION 4.2.2 FOR EXPOSURE CATEGORIES F0, S0, W0, C1.

CONTRACTOR (SHALL) (IS NOT REQUIRED TO) SUBMIT A QUALITY CONTROL PLAN IN ACCORDANCE WITH ACI 301

SELF-CONSOLIDATING CONCRETE IS ALLOWED.

INSTALL 3/4" CHAMFERS ON ALL EXPOSED CONCRETE CORNERS.

CURE CONCRETE USING PONDING, CONTINUOUS FOGGING, CONTINUOUS SPRINKLING, OR APPLICATION OF MATS OR FABRIC KEPT CONTINUOUSLY WET. CURE CONCRETE FOR THE LESSER OF SEVEN (7) DAYS AFTER PLACEMENT OR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH EQUAL TO AT LEAST 70% OF f'c FOR FIELD-CURED TEST

SPECIMENS IN ACCORDANCE WITH ASTM C31 TESTED IN ACCORDANCE WITH ASTM C39.

INTERIOR CONCRETE SLABS ON GRADE SHALL BE TROWEL FINISHED. FORMED SURFACES SHALL BE SURFACE FINISH-2.0 (SF-2.0) IN ACCORDANCE WITH ACI 301-16, SECTION 5.3.3.3.b. PROVIDE A RUBBED FINISH FOR ALL

FORMED SURFACES.

ALL CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-16. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR FORMWORK IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. SUBMIT MANUFACTURER'S DATA SHEET ON FORM TIES, EXPANSION JOINT MATERIAL, WATERSTOP MATERIALS AND SPLICES IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. FIELD-CURED TEST SPECIMENS MUST ATTAIN A STRENGTH EQUAL TO f'c PRIOR TO REMOVING FORMWORK THAT SUPPORTS CONSTRUCTION LOADS OR THE WEIGHT OF

STRUCTURAL MEMBERS.

GROUT SHALL BE IN ACCORDANCE WITH ASTM C1107.

CONCRETE REINFORCEMENT:

ALL CONCRETE REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 SECTION 3.

ALL REINFORCING STEEL BARS SHALL BE ASTM A615 OR A706

MINIMUM YIELD STRENGTH OF STEEL BARS (fy) = 60 KSI

REINFORCING STEEL SHOULD BE DETAILED AND PROVIDED SUCH THAT THE NUMBER OF SPLICES ARE MINIMIZED.

LAP SPLICES SHALL BE CLASS B SPLICES UNLESS OTHERWISE NOTED. WHERE SPLICING IS REQUIRED, THE

FOLLOWING MINIMUM SPLICE LENGTH IN INCHES SHALL BE PROVIDED:

CLASS A CLASS B

#4 BARS 25 33

#5 BARS 31 41

BENT BARS SHALL BE COLD BENT. HEAT-BENDING IS NOT PERMITTED.

BENDS SHALL BE "STANDARD HOOKS" IN ACCORDANCE WITH ACI 301 SECTION 3 UNLESS NOTED OTHERWISE.

FIELD WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE OR PERMITTED

IN WRITING BY THE CONTRACTING OFFICER.

MECHANICAL ANCHORS (INTERIOR):

THE BASIS OF DESIGN FOR MECHANICAL ANCHORS SHALL BE HILTI KWIK HUS-EZ SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3027 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR. INSTALL ALL ANCHORS WITH 4 1/4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. AN ALTERNATIVE BASIS OF DESIGN IS SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-2713

MAY BE SUBSTITUTED WITH THE SAME EMBEDMENT DEPTH.

THE STRENGTH OF THE EXISTING CONCRETE DOES NOT NEED TO BE EVALUATED AND IS JUDGED TO BE

ADEQUATE IN THE OPINION OF THE RESPONSIBLE ENGINEER.

SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT.

ADHESIVE ANCHORS (INTERIOR):

THE BASIS OF DESIGN FOR ADHESIVE ANCHORS SHALL BE HILTI HIT-HY 200 ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3187 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR SYSTEM. ALL REBAR SHALL CONFORM TO THE REQUIREMENTS OF THE SECTION LABELLED "CONCRETE REINFORCEMENT". INSTALL ALL REBAR WITH 4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. ALL HOLES SHALL BE HAMMER DRILLED. REBAR SHALL BE INSTALLED UNDER "DRY HOLE" CONDITIONS. THE MINIMUM ALLOWABLE AGE OF THE CONCRETE IS 21 DAYS. AN ALTERNATIVE BASIS OF DESIGN IS DEWALT AC200+ ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-4027 MAY BE SUBSTITUTED WITH THE

SAME EMBEDMENT DEPTH.

THE STRENGTH OF THE EXISTING CONCRETE DOES NOT NEED TO BE EVALUATED AND IS JUDGED TO BE

ADEQUATE IN THE OPINION OF THE RESPONSIBLE ENGINEER.

SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT.

"DRY HOLE" MEANS THAT THE CONCRETE HAS NOT BEEN EXPOSED TO MOISTURE FOR THE PRECEDING 14 DAYS.

STRUCTURAL TIMBER:

ALL SAWN LUMBER SHALL BE HEM-FIR #2 OR BETTER UNLESS NOTED OTHERWISE. ALL SAWN LUMBER SHALL BE

GRADED ACCORDING TO WWPA GRADING RULES.

ALL PLYWOOD SHALL BE A MINIMUM OF 24 INCHES WIDE, UNSANDED, EXTERIOR GRADE, SPANNING A MINIMUM OF 3 JOISTS, RAFTERS, OR STUDS, ORIENTED WITH THE LONG DIRECTION PERPENDICULAR TO THE SUPPORTING

MEMBERS.

GLUED LAMINATED BEAMS SHALL BE DOUGLAS FIR, COMBINATION 20F-V7 OR BETTER.

ALL TIMBER (SAWN LUMBER OR GLUED LAMINATED BEAMS) SUBJECTED TO EXTERIOR USE OR IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH ALKALINE COPPER QUATERNARY TYPE D (ACQ-D), MICRONIZED COPPER AZOLE/MICRONIZED COPPER QUATERNARY (MCA/MCQ), OR CHROMATED COPPER ARSENATE, TYPE C (CCA-C). TREAT IN ACCORDANCE WITH AMERICAN WOOD-PRESERVERS' ASSOCIATION STANDARD M4, "STANDARD FOR THE CARE OF PRESERVATIVE-TREATED WOOD PRODUCTS", AT EVERY LOCATION WHERE TREATED

TIMBER IS CUT, DRILLED, BORED, OR DAMAGED IN ANY WAY.

STRUT FRAMING SYSTEM:

ALL STRUT FRAMING MEMBERS AND HARDWARE SHALL BE MANUFACTURED BY COOPER B-LINE AS A BASIS OF

DESIGN AND CONFORM TO THE FOLLOWING:

CHANNEL STRUT MEMBERS B22

CHANNEL NUTS N225

BOLTS 1/2" DIA. HHCS

MISC HARDWARE AS NOTED ON PLANS

ALTERNATIVELY, P1000 CHANNEL STRUT MEMBERS AND P1010 NUTS AS MANUFACTURED BY THE UNISTRUT

CORPORATION MAY BE USED AS AN ALTERNATIVE BASIS OF DESIGN.

USE ONE MANUFACTURER TO SUPPLY ALL CHANNELS, FASTENERS AND MISCELLANEOUS HARDWARE.

FABRICATION AND ASSEMBLY OF ALL CHANNEL STRUT COMPONENTS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE MANUFACTURER'S RECOMMENDATIONS FOR THE INSTALLATION AND ASSEMBLY OF THE SYSTEM.

ALL CONNECTIONS TO CHANNEL STRUT SHALL BE MADE THROUGH THE OPEN SLOT USING A CHANNEL NUT INSIDE

THE STRUT, UNLESS NOTED OTHERWISE.

NO SPLICES OR EXTENSIONS OF CHANNEL STRUT ARE APPROVED.

ABBREVIATIONS:

CL CENTERLINE

°F DEGREES FAHRENHEIT

DIA. DIAMETER

" INCH

(E) EXISTING

(N) NEW

ACI AMERICAN CONCRETE INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BOT BOTTOM

C CHANNEL

CET CRITICAL EXPOSURE TEMPERATURE

CL COLUMN

CONC CONCRETE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION WELD

CLR CLEAR, CLEARANCE

DIA DIAMETER

DO DITTO

DWG DRAWING

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL, EQUALLY

EW EACH WAY

FDN FOUNDATION

FT FULLY TENSIONED

f'M SPECIFIED COMPRESSIVE STRENGTH OF CLAY MASONRY OR CONCRETE MASONRY, PSI f'AAC SPECIFIED COMPRESSIVE STRENGTH OF AAC MASONRY, PSI

GA GAUGE

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION (TUBE STEEL)

ICC-ES INTERNATIONAL CODE COUNCIL EVALUATION SERVICE

KIP THOUSAND POUNDS FORCE

KSI THOUSAND POUNDS PER SQUARE INCH

L STEEL ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MIN MINIMUM

MPII MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS

NTS NOT TO SCALE

OBC OHIO BUILDING CODE

OC ON CENTER

OP OPPOSITE HAND (MIRRORED)

PL PLATE

PSI POUNDS PER SQUARE INCH

PJP PARTIAL JOINT PENETRATION WELD

RBS REDUCED BEAM SECTION

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISION

SC SLIP CRITICAL

SH SHEET

SIM SIMILAR

SME SUBJECT MATTER EXPERT

SQ SQUARE

STD STANDARD

SYM SYMMETRICAL

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WIDE FLANGE ROLLED STEEL BEAM

WP WORKING POINT

WT STRUCTURAL TEE

WWF WELDED WIRE FABRIC

XS EXTRA-STRONG

M

AR

K D

E

SC

R

IP

TI

O

N D

A

TE

R ev is io n

D at e

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

REQUIRED VERIFICATION AND INSPECTION OF SOILS:

VERIFICATION AND INSPECTION

VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY.

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH

AND HAVE REACHED PROPER MATERIAL.

PERFORM CLASSIFICATION AND TESTING OF COMPACTED

FILL MATERIALS.

VERIFY USED OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF

COMPACTED FILL.

PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE

SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED

PROPERLY.

CONTINUOUS PERIODIC

REQUIRED

YES NO

X

X

X

X

X

X

X

X

X

X

REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK:

- CONFORMS TO QUALITY ASSURANCE INSPECTION

REQUIREMENTS OF SDI QA/QC

INSPECTION OF WELDING:

- COLD-FORMED STEEL DECK:

- CONFORMS TO QUALITY ASSURANCE

INSPECTION REQUIREMENTS OF SDI QA/QC

- REINFORCING STEEL:

- VERIFICATION OF WELDABILITY OF

REINFORCING STEEL OTHER THAN

ASTM A706.

- INSPECT PER AWS D1.4 SINGLE-PASS

FILLET WELDS 5/16" MAXIMUM

- INSPECT ALL OTHER WELDS PER AWS D1.4

- REINFORCING STEEL RESISTING FLEXURAL

AND AXIAL FORCES IN INTERMEDIATE AND

SPECIAL MOMENT FRAMES, AND BOUNDARY

ELEMENTS OF SPECIAL STRUCTURAL WALLS

OF CONCRETE AND SHEAR REINFORCEMENT.

- SHEAR REINFORCEMENT.

- OTHER REINFORCING STEEL.

X

X

X X X

X

X

X

X

X

X

XX

X

X

X

REQUIRED VERIFICATION AND INSPECTION OF ARCHITECTURAL, MECHANICAL

AND ELECTRICAL COMPONENTS:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

VERIFY THE ERECTION AND ATTACHMENT OF INTERIOR

VERIFY THE ERECTION AND FASTENING OF INTERIOR

VERIFY THE ANCHORAGE OF ELECTRICAL EQUIPMENT FOR

EMERGENCY OR STANDBY POWER SYSTEMS.

VERIFY THE ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT.

VERIFY THE INSTALLATION OF PIPING SYSTEMS INTENDED

TO CARRY FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC

CONTENTS AND THEIR ASSOCIATED MECHANICAL UNITS.

VERIFY THE INSTALLATION OF VIBRATION ISOLATION

SYSTEMS WHERE THE CONSTRUCTION DOCUMENTS

REQUIRE A NOMINAL CLEARANCE OF 1/4 INCHES OR LESS

BETWEEN THE EQUIPMENT SUPPORT FRAME AND

RESTRAINT.

VERIFY THE INSTALLATION OF COMPONENTS REQUIRING SPECIAL INSPECTIONS PER OTHER

PARTS OF THE STATEMENT OF SPECIAL INSPECTION.

VERIFY THE SEISMIC QUALIFICATION OF MECHANICAL AND ELECTRICAL EQUIPMENT. ALL

MECHANICAL AND ELECTRICAL EQUIPMENT MUST HAVE THEIR SEISMIC QUALIFICATION

VERIFIED.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

INSPECTION OF REINFORCING STEEL, INCLUDING AND

PLACEMENT.

INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE "REQUIRED VERIFICATION

AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL".

INSPECTION OF ANCHORS CAST IN CONCRETE.

INSPECTION OF ADHESIVE ANCHORS INSTALLED IN

HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS

INSPECTIONS OF OTHER MECHANICAL OR ADHESIVE ANCHORS

VERIFYING USE OF REQUIRED DESIGN MIX.

AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE

SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE

CONCRETE.

SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN

NOT LESS THAN:

- ONCE A DAY.

- ONCE FOR EACH 50 CUBIC YARDS.

- ONCE FOR EACH 2000 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS.

INSPECTION OF CONCRETE FOR PROPER APPLICATION

TECHNIQUES.

INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR

TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND

STRUCTURAL SLABS.

INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F

EN

G

IN

E

ER

S

D R

AW

N

B Y:

D

ES

IG

N

E D

BY

S U

B M

IT

TE

D

BY

SI

ZE

C H

EC

K

ED

B

Y:

A N

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N U

M B

ER

1 2 3 4 5

D

C

B

A

WO

OL

PE

RT

Ide aC en ter

Bo ule va rd

Da yto n, OH

0-1

Te l:(

7)

1-5

Fa x:

(93

7)

1-5 ww w.

wo olp ert

.co m

W R

IG

H

T-

PA

TT

ER

SO

N

AI

R

FO

R

C E

B

AS

E, O

H

IO

R

EP

AI

R

H

TH

W

LI

N E

C W

IT

H

N

AT

U R

AL

G

AS

B

O

IL

ER

S

PR

O

JE

C

T #Z

H

TV

LO

U

IS

V

IL

LE

D

IS

TR

IC

T

LO

U

IS

V

IL

LE

,K

EN

TU

C

K Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

2Q R

-1 4-

D -0

3S-002

SP

EC

IA

L

IN

SP

EC

TI

O N

BU

IL

D

IN

G

PE

TE

R G

IE

SS

EL

LA

IL

A

BA

R R

R

EB

EC

C

A

KN

O

LL

E

FR

AN

K M

O N

AS

TR

A

W

PA

FB

_L in e

C _T en an t1

_S

TR

_R

.rv t

STATEMENT OF SPECIAL INSPECTIONS - GENERAL NOTES:

STRUCTURAL OBSERVATIONS ARE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT

SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM.

SPECIAL INSPECTION AS SPECIFIED IS REQUIRED OF THE MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. SPECIAL INSPECTORS SHALL MEET THE MINIMUM QUALIFICATIONS OF INTERNATIONAL BUILDING CODE 2015 SECTION 1704.2.1. CERTIFICATION IN ACCORDANCE WITH THE INTERNATIONAL CODE COUNCIL'S NATIONAL CERTIFICATION PROGRAM FOR SPECIAL INSPECTION QUALIFIES AS HAVING MET THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2015, SECTION 1704.2.1.

REQUIRED VERIFICATION AND INSPECTION OF COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION:

THE SPECIAL INSPECTOR SHALL INSPECT THE COLD-FORMED STEEL LIGHT-FRAME MEMBERS TO ASCERTAIN WHETHER THEY CONFORM TO THE GRADE AND SIZE SPECIFIED ON THE APPROVED BUILDING PLANS. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING WELDING OPERATIONS OF ELEMENTS OF THE SEISMIC OR WIND LATERAL FORCE-RESISTING SYSTEM. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE-RESISTING SYSTEM, INCLUDING

SHEAR WALL,S BRACES, DIAPHRAGMS, COLLECTORS (DRAG STRUTS) AND HOLD-DOWNS.

REQUIRED VERIFICATION AND INSPECTION OF WOOD CONSTRUCTION:

THE SPECIAL INSPECTOR SHALL INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS OF THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS. ADDITIONALLY, THE SPECIAL INSPECTOR MUST VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT

EDGE MARGINS AGREES WITH THE APPROVED CONSTRUCTION DOCUMENTS.

WHERE METAL-PLATE-CONNECTED WOOD TRUSSES SPAN 60 FEET OR GREATER, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE TEMPORARY INSTALLATION RESTRAINT/BRACING AND THE PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED IN ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL PACKAGE.

CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING FIELD GLUING OPERATIONS OF ELEMENTS OF THE MAIN WIND OR SEISMIC FORCE-RESISTING SYSTEM. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING COMPONENTS WITHIN THE MAIN WIND OR SEISMIC FORCE-RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS.

M

AR

K D

E

SC

R

IP

TI

O

N D

A

TE

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

600S200-43 AT 16" O.C.

TYP.

D1 3S-501

TYP.

104104104104

6' - 6" 2' - 6" 6' - 6" 3' - 6"

6' - 0" 6' - 4"

9"

1"

8' -6

1"

116 116

A2 3S-101

A2 3S-101

1173S-502

C1

3S-502

C3

6' - 0" 2' - 2 7/16"

2' - 9"

3' -0

4"

6"

#4 x 8" ADHESIVE DOWEL AT 18"

O.C. IN EACH DIRECTION INTO

SLAB ON GRADE W/ 4"

EMBEDMENT

EXISTING SLAB ON GRADE

6"FINISH FLOOR

SEE PLAN

#4 BARS @ 18" O.C. IN

EACH DIRECTION

NEW BOILER PER

MECHANICAL DRAWINGS

EXISTING SLAB ON GRADE

NEW CONCRETE FOOTING PER

PLAN W/ #5 BARS @ 12" O.C. EACH

DIRECTION TOP/BOTTOM

6" ADHESIVE EMBED. INTO

EXISTING SLAB ON GRADE

NOTE:

PROVIDE 10-MIL VAPOR BARRIER

UNDER NEW CONCRETE FOOTING.

SEE GENERAL NOTES AND

SPECIFICATIONS FOR ADDITONAL

REQUIREMENTS.

STOP REINFORCING EVERY OTHER

BAR EACH SIDE

OF JOINT UNLESS OTHERWISE

NOTED

WWF OR REBAR

REINFORCEMENT

1/8" SAWCUT JOINT

2"

AT

8"

SL

AB

/2"

AT

6"

SL

AB

CONCRETE SLAB ON GRADE

SEE FOUNDATION PLAN FOR

THICKNESS AND REINFORCING

UNDERSLAB SELF-ADHERING VAPOR

BARRIER MEMBRANE

COMPACTED GRANULAR FILL

AGGREGATE BASE COURSE

OF

RE

IN

FO

RC

IN

G

/4"

CL

R.

BO

TT

OM

FINISH FLOOR

EL.=0'-0"

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F

EN

G

IN

E

ER

S

D R

AW

N

B Y:

D

ES

IG

N

E D

BY

S U

B M

IT

TE

D

BY

SI

ZE

C H

EC

K

ED

B

Y:

A N

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N U

M B

ER

1 2 3 4 5

D

C

B

A

WO

OL

PE

RT

Ide aC en ter

Bo ule va rd

Da yto n, OH

0-1

Te l:(

7)

1-5

Fa x:

(93

7)

1-5 ww w.

wo olp ert

.co m

W R

IG

H

T-

PA

TT

ER

SO

N

AI

R

FO

R

C E

B

AS

E, O

H

IO

R

EP

AI

R

H

TH

W

LI

N E

C W

IT

H

N

AT

U R

AL

G

AS

B

O

IL

ER

S

PR

O

JE

C

T #Z

H

TV

LO

U

IS

V

IL

LE

D

IS

TR

IC

T

LO

U

IS

V

IL

LE

,K

EN

TU

C

K Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

2Q R

-1 4-

D -0

3S-101

M

EC

H

AN

IC

AL

R O

O M

FO

U

N D

AT

IO

N

PL

AN

-B

U

IL

D

IN

G

PE

TE

R G

IE

SS

EL

LA

IL

A

BA

R R

R

EB

EC

C

A

KN

O

LL

E

FR

AN

K M

O N

AS

TR

A

W

PA

FB

_L in e

C _T en an t1

_S

TR

_R

.rv t

1/4" = 1'-0"B1

BUILDING 10280 MECHANICAL ROOM 1324

FOUNDATION PLAN

KEYNOTES

104 EXISTING 6" SLAB ON GRADE. FIELD VERIFY SLAB

THICKNESS PRIOR TO CONSTRUCTION.

114 6" CONCRETE EQUIPMENT PAD. REINFORCED WITH #4 AT

18" O.C. EACH DIRECTION. REF. DETAIL A1/3S-101.

116 NEW 12" THICK CONCRETE FOOTING UNDER NEW BOILER.

SEE DETAIL A2/3S-101 FOR REINFORCING REQUIREMENTS.

117 REMOVE SECTION OF EXISTING BUILDING WALL AS

REQUIRED TO PROVIDE ACCESS POINT FOR NEW BOILERS.

AFTER INSTALLATION OF THE BOILERS, INFILL THE

EXISTING WALL WITH WOOD STUDS THAT MATCH THE SIZE

AND SPACING OF THE EXISTING AND SIDING. SEE

ARCHITECTURAL AND DEMO SHEETS FOR ADDITIONAL

INFORMATION.

FOUNDATION NOTES:

[1] REFERENCE FINISH FLOOR ELEVATION = 0'-0".

SEE CIVIL DRAWINGS FOR ACTUAL FINISH

FLOOR ELEVATION RELATIVE TO EXTERIOR

GRADES.

[2] COMPLETELY INSTALL BOTH BOILERS IN THE

MECHANICAL ROOM PRIOR TO INSTALLING THE NEW

METAL STUD WALLS AND PRIOR TO REPLACING THE

OPENING IN THE EXISTING EXTERIOR WALL.

[3] SAWCUT AND REMOVE EXISTING SLAB AS REQUIRED

FOR PLUMBING DEMO, REF DEMO SHEETS FOR

ADDITIONAL INFORMATION. INFILL AREA WITH

CONCRETE TO MATCH HEIGHT OF EXISTING SLAB ON

GRADE. REINFORCE WITH #4 BARS AT 18" O.C. EACH

DIRECTION WITH MATCHING DOWELS WITH 4" ADHESIVE

EMBED INTO EXISTING SLAB ON GRADE. PROVIDE A 10-

MIL VAPOR BARRIER UNDER THE NEW SLAB ON GRADE

IN ACCORDANCE WITH THE SPECIFICATIONS.

[4] PROVIDE CONTROL JOINTS IN THE NEW SLAB ON

GRADE AS REQUIRED PER DETAIL B4/3S-101 TO MAINTAIN

A CONTINUOUS CONTROL JOINT LAYOUT BETWEEN THE

EXISTING AND NEW SLAB ON GRADE.

[5] SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF

NEW VESTIBULE. INSTALL EXTERIOR DOOR PER DETAIL

C1/3S-502 AND INSTALL INTERIOR DOOR SIM. TO DETAIL

C3/3S-502.

0 2' 4' 8'

10856

10853

10822

10280

KEY PLAN

10858 10859

10829

10828

1" = 1'-0"A1 TYPICAL EQUIPMENT PAD DETAIL 0 6" 1' 2'

PLAN NORTH

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

1" = 1'-0"A2 TYPICAL BOILER FOOTING DETAIL

3/4" = 1'-0"B4 TYP. INTERIOR SAW CUT JOINT DETAIL

M

AR

K D

E

SC

R

IP

TI

O

N D

A

TE

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

LIGHT GAGE METAL

FRAMING ROOF JOISTS.

1400S200-97 AT 16" O.C.

A4 3S-501

D2 3S-501

D2 3S-501

154154

3' -7

1/ 4"

3' -7

1/ 2"

4' -1

1/ 2"

3"

1' - 10" 3' - 0"

2' -6

2'

-1 0"

3S-502

C3

3S-501A13S-501 A3

3S-501A13S-501 A3

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F

EN

G

IN

E

ER

S

D R

AW

N

B Y:

D

ES

IG

N

E D

BY

S U

B M

IT

TE

D

BY

SI

ZE

C H

EC

K

ED

B

Y:

A N

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N U

M B

ER

1 2 3 4 5

D

C

B

A

WO

OL

PE

RT

Ide aC en ter

Bo ule va rd

Da yto n, OH

0-1

Te l:(

7)

1-5

Fa x:

(93

7)

1-5 ww w.

wo olp ert

.co m

W R

IG

H

T-

PA

TT

ER

SO

N

AI

R

FO

R

C E

B

AS

E, O

H

IO

R

EP

AI

R

H

TH

W

LI

N E

C W

IT

H

N

AT

U R

AL

G

AS

B

O

IL

ER

S

PR

O

JE

C

T #Z

H

TV

LO

U

IS

V

IL

LE

D

IS

TR

IC

T

LO

U

IS

V

IL

LE

,K

EN

TU

C

K Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

2Q R

-1 4-

D -0

3S-102

M

EC

H

AN

IC

AL

R O

O M

FR

AM

IN

G

P

LA

N -B

U

IL

D

IN

G

PE

TE

R G

IE

SS

EL

LA

IL

A

BA

R R

R

EB

EC

C

A

KN

O

LL

E

FR

AN

K M

O N

AS

TR

A

W

PA

FB

_L in e

C _T en an t1

_S

TR

_R

.rv t

1/4" = 1'-0"B1

BUILDING 10280 MECHANICAL ROOM 1324

FRAMING PLAN

PLAN NOTES:

[1] ALL ELEVATIONS ARE BASED ON A REFERENCE ELEVATION

OF 0'-0" AT FINISH FIRST FLOOR. BOTTOM OF METAL

ROOF DECK ELEVATION = 14'-3 7/8".

[2] ALL PERIMETER ANGLES SHALL BE CONTINUOUS WITH

SPLICES PER DETAIL D3/5S-507. MITER AND WELD ALL

CORNERS UNLESS OTHER WISE NOTED. SEE FRAMING DETAILS

SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

[3] SEE DETAIL C2/3S-501 FOR THE TYPICAL WALL CORNER

DETAIL.

[4] SEE DETAIL C1/3S-501 FOR THE TYPICAL WALL BRIDGING

DETAIL.

[5] DO NOT HANG ANY PIPES OR HEAVY EQUIPMENT FROM THE

EXISTING ROOF FRAMING. ALL NEW PIPES AND HEAVY

EQUIPMENT SHALL BE SUPPORTED BY THE NEW METAL STUDS

OVER THE MECHANICAL ROOM.

KEYNOTES

154 INDICATES SPAN DIRECTION OF METAL ROOF DECK, 1 1/2"

WIDE RIB, 22 GAGE ROOF DECK.

156 OPENING IN LID STRUCTURE. SEE ARCHITECTURAL AND

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION

NOT SHOWN. REF. DETAIL C4/3S-501.

157 PROVIDE BLOCKING AT EVERY OTHER JOIST BAY AT THIRD

POINTS OF THE JOIST SPAN. THE BLOCKING SHALL MATCH

THE SIZE AND GAGE OF THE FRAMING STUDS.

0 2' 4' 8'

10856

10853

10822

10280

KEY PLAN

10858 10859

10829

10828

PLAN NORTH

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

M

AR

K D

E

SC

R

IP

TI

O

N D

A

TE

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

STUD

#10 TEK SCREWS

AT EACH FLANGE

BASE TRACK

SIZE AND GAGE TO

MATCH METAL STUDS

(1) 1/4" DIAMETER EXPANSION

ANCHOR x 1 1/2" MIN.

EMBEDMENT AT EACH STUD

OR APPROVED EQUAL

ROOF DECK PER PLAN

#12 TEK SCREWS

TYP.

METAL STUDS, PER PLAN

14 GAGE CLIP ANGLE

TOP TRACK CONT., MATCH

SIZE AND GAGE OF WALL

STUDS

#12 TEK SCREWS AT 2'-0" O.C.

3"x3"x14 GAGE CLIP

ANGLE, CONTINUOUS

METAL STUD

SEE PLAN FOR SIZE AND GAGE

BOTTOM OF DECK

E.L. 14'-3 7/8"

NOTE:

BRIDGING REQUIRED AT 4'-

0" O.C ON ALL WALLS

150U50

CLIP ANGLE

1 1/2"x1 1/2"x54 MIL x 5 1/2"

(2) #10 SCREWS

CLIP TRACK FLANGE AT LAP JOINT

(4) #10 SCREWS

TRACK

STUD

FINISH

ROOF DECK PER PLAN

METAL STUD WALL

SEE ARCH. DRAWINGS

#12 TEK SCREW, TYP.

METAL STUD

FRAMING PER PLAN BOTTOM OF DECK

E.L. 14'-3 7/8"

EDGE ANGLE PER

DETAIL A4/3S-501

TOP TRACK, CONT.,

MATCH SIZE AND

GAGE OF WALL

STUDS

METAL ROOF DECK,

TYP.

#12 TEK SCREW AT

12" O.C., TYP.

METAL STUDS

PER PLAN, TYP.

14 GAGE CLIP ANGLE W/ (4)

#12 TEK SCREWS, EACH

LEG, TYP.

METAL DECK OPENING, SEE

MECHANICAL DRAWINGS FOR

SIZES AND LOCATIONS

(2) METAL STUDS ON EACH SIDE OF

OPENING (FOR OPENINGS

SMALLER THAN 2'-0"); (3) METAL

STUDS ON EACH SIDE OF OPENING

(FOR OPENINGS 2'-0" AND ABOVE),

SIZE AND GAGE TO MATCH

ADJACENT STUDS, TYP.

TYPICAL METAL STUDS, SEE

PLANS FOR SPACING, SIZE AND

GAGE

METAL STUD AT OPENING, SIZE AND

GAGE TO MATCH ADJACENT STUDS,

TYP.

A

A

TRACK SECTION, MATCH SIZE AND

GAGE OF STUD FRAMING, TYP.

GYPSUM BOARD SHEATHING, SEE

ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

WALL OPENING

STUDS - BACK TO BACK

REINFORCING TRACK (NO

SHEAR CONNECTION TOP

AND BOTTOM)

GYPSUM BOARD SHEATHING, SEE

ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

HEADER PER ELEVATION

WALL STUDS

BEYOND

LIGHT GAGE TRACK, SIZE

AND GAGE TO MATCH

HEADER STUDS

EXISTING WALL STUDS

LOUVER OPENING IN

EXISTING WALL, SEE PLAN

FOR LOCATIONS

(2) 2x4 STUDS ABOVE AND

BELOW LOUVER OPENING

(2) 2x4 STUDS AT EACH SIDE OF

LOUVER OPENING

EXISTING WALL STUDS, CUT AT LOUVER

OPENING AND RE-ATTACHED TO

HORIZONTAL 2x4s, TYP.

B/ LOUVER

EL. = 9'-9"

SEE PLAN

2' -6

LOUVER OPENING,

SEE PLAN FOR

LOCATIONS

(2) 600S200-43 HEADER STUDS

ABOVE AND BELOW LOUVER

OPENING

(2) ADDITIONAL STUDS AT EACH SIDE

OF LOUVER OPENING; CONTINUOUS

TO SLAB ON GRADE

B/ LOUVER

EL. = 9'-9"

SEE PLAN

2' -6

METAL STUDS, SEE PLAN FOR SIZE AND SPACING,;

CUT STUDS AT LOUVER OPENING AND ATTACHED

TO HORIZONTAL STUDS, TYP.

TYP.

D3 3S-501

C3 3S-501

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F

EN

G

IN

E

ER

S

D R

AW

N

B Y:

D

ES

IG

N

E D

BY

S U

B M

IT

TE

D

BY

SI

ZE

C H

EC

K

ED

B

Y:

A N

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N U

M B

ER

1 2 3 4 5

D

C

B

A

WO

OL

PE

RT

Ide aC en ter

Bo ule va rd

Da yto n, OH

0-1

Te l:(

7)

1-5

Fa x:

(93

7)

1-5 ww w.

wo olp ert

.co m

W R

IG

H

T-

PA

TT

ER

SO

N

AI

R

FO

R

C E

B

AS

E, O

H

IO

R

EP

AI

R

H

TH

W

LI

N E

C W

IT

H

N

AT

U R

AL

G

AS

B

O

IL

ER

S

PR

O

JE

C

T #Z

H

TV

LO

U

IS

V

IL

LE

D

IS

TR

IC

T

LO

U

IS

V

IL

LE

,K

EN

TU

C

K Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

2Q R

-1 4-

D -0

3S-501

D

ET

AI

LS

BU

IL

D

IN

G

PE

TE

R G

IE

SS

EL

LA

IL

A

BA

R R

R

EB

EC

C

A

KN

O

LL

E

FR

AN

K M

O N

AS

TR

A

W

PA

FB

_L in e

C _T en an t1

_S

TR

_R

.rv t

1 1/2" = 1'-0"D1 SECTION

1 1/2" = 1'-0"A4

TYP. EDGE ANGLE DETAIL AT METAL STUD

WALL

1 1/2" = 1'-0"C1 SECTION

1 1/2" = 1'-0"C2 SECTION

1" = 1'-0"D2

TYP. METAL STUDS CONNECTION TO

WALL

0 6" 1' 2'

0 6" 1' 1'-6"

1" = 1'-0"C4 SECTION: TYPICAL OPENING DETAIL

1" = 1'-0"D3 SECTION

1 1/2" = 1'-0"C3 SECTION

LIGHT GAGE TRACK, SIZE AND

GAGE TO MATCH HEADER

STUDS

1" = 1'-0"A1 ELEVATION

1" = 1'-0"A3 ELEVATION

M

AR

K D

E

SC

R

IP

TI

O

N D

A

TE

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

FINISHED FLOOR

E.L. 0'-0"

(2) 2x4 HEADER STUDS ABOVE DOOR OPENING(2) 2x4 STUDS AT EACH

SIDE OF DOOR OPENING

6' - 0"3' - 0"

NEW OPENING FOR DOUBLE DOOR, REF. PLAN AND

ARCH. DRAWINGS FOR ADDITIONAL INFORMATION

EXISTING WOOD STUDS, REMOVE AS REQUIRED FOR INSTALLATION

OF NEW BOILERS AND REPLACE AFTER INSTALLATION WITH WOOD

STUDS MATCHING SIZE AND SPACING OF EXISTING STUDS.

2x4 P.T. SOLE PLATE, ATTACH WITH 1/2" DIA.

SCREW ANCHORS @ 1'-4"

O.C. WITH 4 1/4"

EMBEDMENT INTO EXISTING

CONCRETE, TYP.

6' -8

SEE PLAN

NEW OPENING FOR DOUBLE DOOR, REF. PLAN AND

ARCH. DRAWINGS FOR ADDITIONAL INFORMATION

(2) 600S162-43 HEADER STUDS

ABOVE OPENING

(2) STUDS @ JAMBS MATCH SIZE

OF METAL WALL STUDS, TYP.

TYPICAL METAL WALL STUDS PER PLAN

FINISHED FLOOR

E.L. 0'-0"

NOTE: SEE DETAIL D1/3S-501 FOR CONNECTION

INFORMATION NOT SHOWN

TYP.

C3 3S-501

C3 3S-501

D1 3S-501

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F

EN

G

IN

E

ER

S

D R

AW

N

B Y:

D

ES

IG

N

E D

BY

S U

B M

IT

TE

D

BY

SI

ZE

C H

EC

K

ED

B

Y:

A N

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N U

M B

ER

1 2 3 4 5

D

C

B

A

WO

OL

PE

RT

Ide aC en ter

Bo ule va rd

Da yto n, OH

0-1

Te l:(

7)

1-5

Fa x:

(93

7)

1-5 ww w.

wo olp ert

.co m

W R

IG

H

T-

PA

TT

ER

SO

N

AI

R

FO

R

C E

B

AS

E, O

H

IO

R

EP

AI

R

H

TH

W

LI

N E

C W

IT

H

N

AT

U R

AL

G

AS

B

O

IL

ER

S

PR

O

JE

C

T #Z

H

TV

LO

U

IS

V

IL

LE

D

IS

TR

IC

T

LO

U

IS

V

IL

LE

,K

EN

TU

C

K Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

2Q R

-1 4-

D -0

3S-502

D

ET

AI

LS

BU

IL

D

IN

G

PE

TE

R G

IE

SS

EL

LA

IL

A

BA

R R

R

EB

EC

C

A

KN

O

LL

E

FR

AN

K M

O N

AS

TR

A

W

PA

FB

_L in e

C _T en an t1

_S

TR

_R

.rv t

1/2" = 1'-0"C1 ELEVATION

1/2" = 1'-0"C3 ELEVATION

M

AR

K D

E

SC

R

IP

TI

O

N D

A

TE

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

DN

B

C

D

3A-101

B2

AREA OF

WORK

3AD102

A2

H1

H3H4

H0

HD

BOILER

H1

H1

H2

H2

22' - 1 7/8"

40' - 6"

C1

3A-401

B1

3A-102

H3

H3

OFFICE

1322S

OPEN OFFICE

1322A

VESTIBULE

A

A1

3A-402

134 137

134 137

3A-401

A2

3A-402A3

0' - 9" 29' - 3 3/4" 0' - 7 1/4"

154154

/4

/2

H2

H2A

**NOTE: DURING CONSTRUCTION, CONTRACTOR IS

RESPONSIBLE FOR KEEPING A CLEAR EGRESS PATH

TO NEW VESTIBULE/EXIT.

163163

GENERAL NOTES:

A. FIELD VERIFY ALL DIMENSIONS.

B. PROVIDE LABOR AND MATERIALS TO PREP ALL IMPACTED

WALLS AND FLOORS TO RECEIVE NEW FINISHES.

C. ABA DOOR COMPLIANT SIGNAGE SHALL BE PROVIDED AT

EACH NEW DOOR LOCATION AND WHERE ROOM

FUNCTION IS CHANGING. TO BE PROVIDED BY THE

GOVERNMENT.

D. FLOORING AFFECTED BY NEW DOOR

INSTALLATIONS/REMOVALS AND OR WALL MODIFICATIONS

IS TO BE REPLACED IF DAMAGED, ALTERED, OR MISSING.

FINISHES TO MATCH ADJACENT.

(2) LAYERS 5/8" TYPE X

GYPSUM BOARD

EACH SIDE

SOUND BATT.

INSULATION

FULL HEIGHT

EXTEND TO NEW

CEILING STRUCTURE

ABOVE CAULK TO

PREVENT SMOKE AND

SOUND TRANSFER

H1

6" METAL STUDS, REFER

TO STRUCTURAL

DRAWINGS FOR

ADDITIONAL INFORMATION

UL DESIGN No. U425: 1-HR FIRE RATING, FULL HEIGHT, EXTEND TO NEW CEILING

STRUCTURE ABOVE.

CAULK TO PREVENT

SMOKE AND SOUND

TRANSFER

3A-102

B1

1/2" THK RESILIENT MTL

CHANNEL @ 16" o.c.

SIM

(2) LAYERS TYPE X

GYPSUM BOARD ON INSIDE

OF ROOM

EXTEND TO NEW

CEILING STRUCTURE

ABOVE

CAULK TO PREVENT

SMOKE TRANSFER

H2 AND H2A

6" METAL STUDS (3 5/8"

FOR H2A), REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

CAULK TO PREVENT

SMOKE TRANSFER

3A-102

B1 SIM

UL V497: 1-HR FIRE RATING, FULL HEIGHT,

EXTEND TO NEW CEILING STRUCTURE

ABOVE.

LAMINATING COMPOUND

BETWEEN THE (2) LAYERS

OF GYPSUM BOARD

(1) LAYER 5/8" TYPE X

GYPSUM BOARD EACH SIDE

SOUND BATT.

INSULATION

EXTEND STUDS TO 1'-0"

ABOVE CEILING

HEIGHT. EXTEND GYP

BD 6" ABOVE CEILING

H3

3-5/8" METAL STUDS @ 16"

O.C.

LATERAL METAL STUD

BRACING AS REQUIRED.

ATTACH TO EXISTING

METAL STUDS.

CEILING OF VESTIBULE

1/32" = 1'-0"A1

BUILDING 10280 FIRST FLOOR PLAN

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I

'D

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

W O

O

LP

E R

T

Id ea C en te r B ou le va rd

D ay to n, O H

0-

Te l:

(9

1-

Fa x:

7)

-5 w w w .w oo lp er t.c om

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E

O H

IO

R

E P

A

IR

H T

H W

L

IN

E C

W

IT

H N

A T

U R

A L

G A

S B

O

IL

E R

S P

R O

J E

C T

Z

H T

V

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

Q R

-1

-D -0

3A-101

B U

IL

D

IN

G

F

IR

S

T F

L O

O R

A N

D M

E C

H A

N

IC

A L R

O O

M

F

L O

O R

P L A

N S

J

IL

L E

L D

E R

J

IL

L E

L D

E R

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

E

W P

A F

B L in e C

T e n a n t A

R C

H R

.r v t

1/4" = 1'-0"B2

BUILDING 10280 MECHANICAL ROOM 1324 FLOOR PLAN

PLAN NORTH

PLAN NORTH

1 1/2" = 1'-0"C1

PARTITION TYPES

Keynote Legend

Key Value Keynote Text

017 EXISTING METAL CRAWLSPACE/TUNNEL ACCESS PLATE, TO

REMAIN

102 NEW CONCRETE PAD. SEE STRUCTURAL DWGS.

111 EXISTING COLUMN TO REMAIN. NEW PARTITON TO BE BUILT IN

FRONT OF COLUMN.

114 INFILL OPENING IN EXISTING WALL TO MATCH EXISTING

CONSTRUCTION TYPE. SEE SECTION VIEWS.

121 PATCH/REPAIR TILE/CARPET FLOOR FINISHES TO MATCH

EXISTING.

122 PATCH/REPAIR GYP BD AND PAINT TO MATCH EXISTING.

123 ADD OPAQUE FILM TO INSIDE OF GLASS SURFACE.

134 PREPARE CONCRETE FLOOR AND CONCRETE PADS AND

APPLY CLEAN COATING SURFACE SYSTEM TO FLOORS AND TO

ENTIRE SURFACE OF ALL (NEW AND EXISTING) CONCRETE

PADS. SEE SPECIFICATIONS SECTION 096723.

136 STAINLESS STEEL SINK SYSTEM WITH COUNTERTOP. SEE

PLUMBING DRAWINGS

137 ANY TRENCHES SHALL BE INFILLED AND THE CONCRETE

REPAIRED. SEE STRUCTURAL DRAWINGS.

138 MECHANICAL LOUVERS LOCATED ABOVE EXISTING WINDOWS.

SEE ELEVATION A3/3A-402 AND MECHANICAL DRAWINGS.

144 COORDINATE THE DEMOLITION AND NEW CONSTRUCTION OF

THESE DOORS TO MAINTAIN EGRESS TO THIS SIDE OF THE

BUILDING FROM THE OPEN OFFICE 1322A AREA.

150 NEW WALL ASSEMBLY TO COVER WINDOWS.

151 ADD DRAFT- AND FIRE-STOPPING FLANGE OR EQUIVELANT

GASKET MATERIAL AROUND PIT ACCESS PANEL (APPROX 15

SF).

152 LOCATION OF PIT BELOW.

154 THESE WALLS ARE NOT TO BE CONSTRUCTED UNTIL BOILERS

ARE IN PLACE. COORDINATE BOILER INSTALLATION WITH

DEMOLITION PHASE AND NEW CONSTRUCTION PHASE. THE

TEMPORARY OPENING SHALL NOT BE LEFT OPEN OVERNIGHT.

THE BUILDING ENVELOPE SHALL BE CLOSED AND SECURE AT

THE END OF EACH WORK DAY. SEE DETAIL A1/3AD101 FOR

TEMPORARY EGRESS.

157 PATCH/REPAIR CONCRETE FLOOR IN THIS AREA WHERE ANY

PIPING HAS BEEN REMOVED.

163 NEW VESTIBULE TO BE CONSTRUCTED AND FINISHED BEFORE

STARTING CONSTRUCTION IN THE REST OF THIS AREA TO

ALLOW FOR PROPER EXITING OF ADJACENT AREAS DURING

THE REMAINING CONSTRUCTION PROCESS.

10856

10853

10822

10280

KEY PLAN

10858 10859

10829

10828

0 2' 4' 8'

0 16' 32' 64'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

B

C

D

H1H2H3H4 H0

HD

002 011011

035035

035035

035035

011011

011011011011

011011

OFFICE

1322S

OPEN OFFICE

1322A

VESTIBULE

CONFERENCE

ROOM

1322T

MECH RM

002002002002

**NOTE: BEFORE CONSTRUCTION BEGINS, THE

CONTRACTOR IS TO REMOVE AND STORE FIRST ROW

OF CUBICLES CLOSEST TO THE SOUTH WALL AND

COORDINATE WITH CONTRACTING OFFICER AS TO

WHERE TO TURN IN AND DISASSEMBLE THE CUBICLES

COMPONENTS. THE CONTRACTOR WILL NOT BE

RESPONSIBLE FOR REPLACING THE CUBICLES AT THE

END OF CONSTRUCTION.

SEE KEYNOTE 033

TEMPORARY OPENING

115' - 0"

122' - 0"

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I

'D

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

W O

O

LP

E R

T

Id ea C en te r B ou le va rd

D ay to n, O H

0-

Te l:

(9

1-

Fa x:

7)

-5 w w w .w oo lp er t.c om

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E

O H

IO

R

E P

A

IR

H T

H W

L

IN

E C

W

IT

H N

A T

U R

A L

G A

S B

O

IL

E R

S P

R O

J E

C T

Z

H T

V

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

N

O V

W

Q R

-1

-D -0

3AD101

B U

IL

D

IN

G

D

E M

O L

IT

IO

N

P L A

N

J

IL

L E

L D

E R

J

IL

L E

L D

E R

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

E

W P

A F

B L in e C

T e n a n t A

R C

H R

.r v t

1/4" = 1'-0"A3

BUILDING 10280 DEMOLITION PLAN

Keynote Legend

Key Value Keynote Text

002 DEMO AND REMOVE WALLS FROM FLOOR TO

DECK (UNLESS NOTED OTHERWISE) IN

LOCATIONS INDICATED. TO INCLUDE DOORS,

WINDOWS AND FRAMES WHERE APPLICABLE

003 REMOVE DOORS AND DOOR FRAMES.

011 REMOVE EXISTING TILE/CARPET FLOORING IN

THIS AREA, COMPLETELY REMOVE ANY

RESIDUE FROM EXISTING CONCRETE FLOOR

AND PATCH/REPAIR CONCRETE, THEN GRIND

TO A SMOOTH SURFACE.

012 AREA OF FUTURE FLOOR DRAIN, REFER TO

PLUMBING DRAWINGS FOR EXACT LOCATION.

013 AREA OF NEW SINK, REFER TO PLUMBING

DRAWINGS FOR EXACT LOCATION.

017 EXISTING METAL CRAWLSPACE/TUNNEL

ACCESS PLATE, TO REMAIN

027 CUT OUT PORTION OF WALL ABOVE WINDOWS

FOR NEW MECHANICAL LOUVERS. SEE

ELEVATION A3/3A-402 AND MECHANICAL

DRAWINGS.

028 APPROXIMATE LOCATION OF FLOOR TRENCH

FOR PLUMBING, REF. REFER TO

STRUCTURAL, PLUMBING AND CIVIL

DRAWINGS.

033 TEMPORARY OPENING TO BE USED TO

INSTALL BOILERS. COORDINATE THE

DEMOLITION OF THIS AREA WITH BOILER

INSTALLATION. THE TEMPORARY OPENING

SHALL NOT BE LEFT OPEN OVERNIGHT. THE

BUILDING ENVELOPE SHALL BE CLOSED AND

SECURE AT THE END OF EACH WORK DAY.

NEW VESTIBULE SHALL BE COMPLETED

BEFORE ANY DEMOLITION WORK HAS BEGUN

ON EXISTING VESTIBULE. SEE DETAIL

A1/3AD101 FOR TEMPORARY EGRESS.

035 CONCRETE FLOOR TO BE SHOT BLASTED,

GROUND SMOOTH AND PATCHED TO RECEIVE

CLEAN COATING SURFACE SYSTEM. REFER

TO SPECIFICATIONS.

036 DEMO WALL FOR NEW DOOR

037 APPROXIMATE LOCATION OF TEMPORARY

BARRIERS DURING CONSTRUCTION,

COORDINATE WITH CONTRACTING OFFICER.

038 APPROXIMATE LOCATION OF TEMPORARY

BARRIERS DURING CONSTRUCTION. AFTER

NEW VESTIBULE IS CONSTRUCTED, THIS

AREA OF TEMPORARY BARRIERS TO BE

REMOVED.

160 EXISTING COLUMN TO REMAIN

161 EXISTING COLUMN TO REMAIN, REMOVE

COLUMN WRAP

PLAN NORTH

10856

10853

10822

10280

KEY PLAN

10858 10859

10829

10828

0 2' 4' 8'

1/32" = 1'-0"A1

BUILDING 10280 MEANS OF EGRESS

PLAN NORTH

0 16' 32' 64'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

H1H2

H3H4

H0

HD

020020

020020

020020

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I

'D

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

W O

O

LP

E R

T

Id ea C en te r B ou le va rd

D ay to n, O H

0-

Te l:

(9

1-

Fa x:

7)

-5 w w w .w oo lp er t.c om

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E

O H

IO

R

E P

A

IR

H T

H W

L

IN

E C

W

IT

H N

A T

U R

A L

G A

S B

O

IL

E R

S P

R O

J E

C T

Z

H T

V

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

L O

U

IS

V

IL

L E

K

E…