B.08.03 AMD 0001 W912DR22B0011 7-29-22.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT NAME: Letterkenny Army Depot (LEAD) Building 370 Interior Renovations, Task 1, Chambersburg, PA

The purpose of this Amendment (0001) is to:

1. Provide revised drawings.

2. Provide the responses to Request for Information (RFIs).

3. Provide an updated wage determination.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 3 0

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 29-Jul-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DR22B0011

X 9B. DATED (SEE ITEM 11)

08-Jul-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Jul-2022

CODE

USACE, BALTIMORE

2 HOPKINS PLAZA

BALTIMORE MD 21201

W912DR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DR22B0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

WAGE DETERMINATION

General Decision Number: PA20220090 07/22/2022

Superseded General Decision Number: PA20210090

State: Pennsylvania

Construction Type: Building

County: Franklin County in Pennsylvania.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $15.00 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2022. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $11.25 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on |

| | that contract in 2022. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at https://www.dol.gov/agencies/whd/government-contracts.

Modification Number Publication Date 0 01/07/2022 1 01/14/2022 2 01/28/2022 3 02/11/2022 4 02/25/2022 5 04/01/2022 6 06/03/2022 7 07/01/2022 8 07/08/2022 9 07/22/2022

* ASBE0023-007 06/27/2022

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR - MECHANICAL (Duct, Pipe & Mechanical System Insulation) (Asbestos Abatement, Removal from Mechanical Systems Only).........$ 37.25 29.01

BOIL0013-008 01/01/2022

Rates Fringes

BOILERMAKER......................$ 50.17 34.96

BRPA0005-062 05/03/2020

Rates Fringes

BRICKLAYER (Including Pointing, Caulking, and Cleaning)........................$ 33.99 16.87

CARP0287-017 06/01/2021

Rates Fringes

CARPENTER (Scaffold Building Only)............................$ 30.77 16.86

CARP0443-003 05/01/2021

Rates Fringes

MILLWRIGHT.......................$ 36.08 53.41%+.86

CARP0900-017 06/01/2021

Rates Fringes

CARPENTER (Drywall Hanging and Metal Stud Installation Only)............................$ 30.77 16.86

CARP2235-007 01/01/2022

Rates Fringes

PILEDRIVERMAN....................$ 37.60 20.50

ELEC0143-011 06/01/2022

Rates Fringes

ELECTRICIAN (Includes HVAC/Temperature Controls Installation, and Low Voltage Wiring; Excludes Installation of Sound and Communication Systems and Alarm Installation)....................$ 35.25 25.98

ELEC0229-004 01/01/2022

Rates Fringes

ELECTRICIAN (Alarm Installation Only)...............$ 35.11 20.98

ELEC0743-011 09/01/2016

Rates Fringes

ELECTRICIAN (Installation of Communication and Sound System)..........................$ 34.77 20.19

ELEV0059-004 01/01/2022

Rates Fringes

ELEVATOR MECHANIC................$ 51.66 36.885+a+b

FOOTNOTES:

A. Employer contributes 8% of basic hourly rate for 5 years or more of service as vacation pay credit, and 6% of basic hourly rate for less than 5 years of service.

B. Eight Paid Holidays (provided employee has worked 5 consecutive days before and the working day after the holiday): New Years's Day; Memorial Day; Independence Day;

Labor Day; Veterans' Day; Thanksgiving Day and the Friday after Thanksgiving Day, and Christmas Day.

ENGI0066-044 07/01/2014

Rates Fringes

POWER EQUIPMENT OPERATOR

Mechanic....................$ 28.37 15.66 Pump........................$ 25.20 15.66

ENGI0542-032 05/01/2021

Rates Fringes

POWER EQUIPMENT OPERATOR

Crane.......................$ 42.12 28.60 Hoist (Single Drum), Forklift (under 20 ft., excludes masonry work)......$ 36.87 27.04 Hoist (With Two Towers), Forklift (20 ft and over, excludes masonry work)......$ 39.59 27.85 Oiler.......................$ 34.40 26.32

IRON0404-022 07/01/2022

Rates Fringes

IRONWORKER, STRUCTURAL,

REINFORCING AND ORNAMENTAL.......$ 35.26 31.13

LABO0373-001 01/01/2017

Rates Fringes

LABORER (Asbestos Abatement (Removal from Floors, Walls, and Ceilings))...................$ 22.60 15.44

LABO1180-013 05/01/2019

Rates Fringes

LABORER

Concrete Worker; Concrete

Saw (Walk Behind/Hand Held).$ 22.29 14.53 Forklift (Masonry Work Only).......................$ 26.32 14.53 Jack Hammer; Mason Tender- Brick.......................$ 24.82 14.53

PAIN0057-037 06/01/2014

Rates Fringes

PAINTER (Brush, Roller, and Spray)...........................$ 26.98 15.65

PLUM0520-020 05/01/2021

Rates Fringes

PLUMBER..........................$ 38.77 28.29

PLUM0520-021 05/01/2021

Rates Fringes

PIPEFITTER (Includes HVAC Pipe and HVAC Unit Installation)....................$ 38.77 28.29

SFPA0669-004 04/01/2022

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 42.29 27.23

SHEE0019-015 06/01/2022

Rates Fringes

SHEET METAL WORKER (Includes HVAC Duct Installation)..........$ 40.22 40.39

FOOTNOTE: Paid Holiday: Election Day

* UAVG-PA-0016 01/01/2016

Rates Fringes

OPERATOR: Bulldozer.............$ 37.85 22.72

SUPA2011-048 08/20/2014

Rates Fringes

CARPENTER (Acoustical Ceiling Installation Only)...............$ 37.73 4.59

CARPENTER (Form Work Only).......$ 23.39 10.25

CARPENTER, Excludes Acoustical Ceiling Installation, Drywall Hanging and Metal Stud Installation, Form Work, and Scaffold Building.........................$ 21.71 6.62

CEMENT MASON/CONCRETE FINISHER...$ 26.33 10.14

FLOOR LAYER: Carpet Only.........$ 18.78 5.02

FLOOR LAYER: Hardwood Floors Only.............................$ 26.91 11.88

FLOOR LAYER: Vinyl Flooring Only.............................$ 19.71 5.94

GLAZIER..........................$ 20.00 1.54

LABORER: Common or General......$ 18.09 8.34

LABORER: Landscape..............$ 15.01 0.00

LABORER: Mason Tender - Cement/Concrete..................$ 26.17 4.88

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 23.73 7.50

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 24.14 13.55

OPERATOR: Drill.................$ 25.58 17.07

OPERATOR: Gradall...............$ 32.70 18.43

OPERATOR: Grader/Blade..........$ 32.51 17.98

OPERATOR: Loader................$ 27.05 14.52

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 30.39 15.05

OPERATOR: Roller................$ 30.39 13.72

ROOFER, Excludes Waterproofing...$ 21.32 10.39

ROOFER: Waterproofing Only.......$ 28.60 18.02

TILE FINISHER....................$ 20.65 8.24

TILE SETTER......................$ 24.31 11.62

TRUCK DRIVER: Dump Truck........$ 19.77 5.02

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)

LEAD BLDG. 370 INTERIOR RENOVATION – TASK 1

AMENDMENT 0001

DRAWINGS:

Sheet CU501: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet AD101: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet AD102: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet A-101: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet A-102: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet A-150: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet A-502: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet I-601: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet S-101: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet S-102: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

Sheet ED-101: Delete this sheet in its entirely and substitute the attached revised sheet dated

07/27/2022.

G

F

E

D

C

B

1 2

INSTALL STEEL BOLLARD POSTS AT EACH CORNER OF

HYDRANT THAT FACES PAVEMENT FOR TRAFFIC PROTECTION.

SEE STEEL BOLLARD DETAIL ON THIS SHEET.

BOLLAR0-0

_of} .., BOLLAR0-0 :::;

z

EDGE OF PAVEMENT :::;

0-BOLLARO

FIRE HYDRANT

45 DEGREES

(TYP)

0-BOLLARO

k---90 DEGREES

FIRE HYDRANT PLACEMENT DETAIL

NOT TO SCALE

INSTALL STEEL BOLLARD POSTS AT EACH CORNER OF PIV

VALVE THAT FACES PAVEMENT FOR TRAFFIC PROTECTION.

SEE STEEL BOLLARD DETAIL ON THIS SHEET.

BOLLAR0-0

"'I;)

t;:

BOLLAR0-0 ; :::;

z

EDGE OF PAVEMENT :::;

0-BOLLARO

PIV VALVE

45 DEGREES

(TYP)

0-BOLLARO

k---90 DEGREES

PIV VALVE PLACEMENT DETAIL

NOT TO SCALE

6" Ml

CROSSES

NOTES:

1. COVER OVER TOP OF PIPE SHAl.l BE 42" MIN.

2. THRUST BLOCKS SHAl.l BE BUILT AGAINST UNDISTURBED SOIL WITH

ADEQUATE BACKING TO PREVENT MOVEMENT OF FITTING.

3. NO THRUST BLOCKS TO BE PLACED IN SEWIER LATERIJ.. DITCHES.

4. CONCRETE SHALL BE POURED AGAINST UNDISTURBED GROUND.

5. POLYETHYLENE ENCASEMENT IS REQUIRED ON ALL D.I. PIPE AND FITTINGS.

6. THRUST BLOCKING SHALL BE PERFORMED SUCH THAT PIPE JOINTS AND

BOLTS ARE ACCESSIBLE.

7. SUFFICIENT CLEARANCE SHALL BE ALLOWED BETWEEN CONCRETE AND BOLTS

FOR FUTURE MAINTENANCE.

8. ALL ANCHOR BOLTS SHAl.l BE STAINUESS STEEL, MINIMUM 3/4" DIAMETER.

9. ALL M.J. AND FLG. RTTINGS TO RECEIVE THRUST BLOCKS SHALL BE

WRAPPED IN POLYWRAP. CONTRACTOR SHALL ENSURE THAT POLYWRAP

EXTENDS FAR ENOUGH BEYOND THE RTTING TO ENSURE ALL BOLTS WITHIN

THE POLYWRAP.

10. PORTLAND CEMENT CONCRETE USED FOR THRUST BLOCKS SHALL BE MIN

3000 PSI CONCRETE.

A 11. FOR UNSTABLE SOIL CONDITIONS, CHECK WITH ENGINEER FOR THRUST

BLOCK DIMENSIONS.

12. ALL REBAR SURFACES EXPOSED TO SOIL SHALL BE COATED WITH 2 COATS

OF A BITUMINOUS COATING.

FINISHED GRADE

".-1 ,L ' a

ADJUSTABLE VALVE BOX. PROVIDE

POST INDICATOR WHERE REQUIRED.

GATE VIJ..VE

P�N

SECTION

VALVE BOX

NOT TO SCALE

7 CUBIC FT.

CRUSHED STONE

(MIN.) ABOVE,

BELOW ANO

AROUND HYDRANT

DRAIN PORTS

X< :::;

BLOCK FIRE HYDRANT

WITH 12" x 12" x 12" ANO 15" x 15" x 6"

CONCRETE BLOCKS

SEE NOTE

5, SHEET

B504.

" ' 11

1" b.

CONCRETE

ANCHOR BLOCK

WITH #4 REBAR

AT EACH ENO

FOR

NONMETALLIC

WATERLINES

ONLY. SEE

THRUST BLOCK

DETAILS THIS

SHEET.

+I

'te z 1-. :::;

t')

NOTE:

ANGLE lYPE OPERATING

WRENCH LOCKED IN

POSITION

HEAVY PLATE GLASS WINDOW

INDICATING "OPEN"

POSITION FACING CURB OR

ROADWAY

n Tit_=�rr:> --- JTTillT F i--- INDICATOR POST

WATERLINE

r- ,,__ ANCHOR BLOCK

SEE VIJ..VE BOX DET

SEE FIRE PROTECTION FOR

TAMPER SWITCH ANO

ELECTRICAL DETAILS.

POST INDICATOR VALVE

NOT TO SCALE

PUMPER CONNECTION SHALL

FACE ROAO .

3'-7' TO

EDGE OF ROAO OR CURB.

@1:-::-------ooZ

�:::; FINISH GRADE

6" GATE VALVE

WITH ADJUSTABLE

VALVE BOX

�_._--ANCHOR BLOCK/SEE

VALVE BOX DETAIL

SEE THRUST BLOCK NOTES

TEE

BUTTRESS

PLACE CONCRETE BLOCKING TO CLEAR DRAIN PORTS ANO ASSURE

POSITIVE DRAINAGE INTO STONE FOR FREEZE PROTECTION.

lYPICAL FIRE HYDRANT SETTING

NOT TO SCALE

4 A •

KEEP

CONCRETE

f4 REBAR

SEE THRUST BLOCK

NOTES THIS SHffi.

REBAR DETAIL

NOT TO SCALE

BLOCK PLAN

NOT TO SCALE

VALVE A B C SIZE

4" & 6" 1·-10" 1 • -0" 1 '-4"

8" 2'-0" 1 1 -2 11 1 '-6"

1 o· 2'-4" 1 '-3" 1 '-7"

NOTE: REFER TO VALVE BOX DETAIL.

NOTES:

ANCHOR BLOCK FOR VALVES

FILL POST

WITH CONCRETE

I 4'-0' w z w w

<J)

NOT TO SCALE

,,,_ __ YELLOW

REFLECTIVE

PAINT

6' DIA

STEEL PIPE,

1/4' MIN

THICKNESS

4' DEEP BELOW

GRADE SET IN

CONCRETE,

1'-10' WIDE.

1 • -0'"

1'-2"

1 '-3"

1. BOLLARD DEPTH ALONG PERIMETER OF BUILDING

SHALL BE AOJUSTEO AS NECESSARY TO CLEAR TOP

OF BUILDING FOUNDATIONS BUT SHALL BE A MINIMUM

DEPTH OF 3'.

EXTERIOR BOLLARD DETAIL

NOT TO SCALE

CLEAR OF BELL

SECTIONA-A PLUGS

THRUST BLOCKS DETAIL A

BENDS A • I

TEES

NOT TO SCALE

REQUIRE BEARING AREA UNDISTURBED SOIL AND TYPICAL DIMENSIONS

CROSSES/90" BENDS 45· BENDS 11-1/4" BENDS 22-1/2" BENDS TEES & PLUGS

AREA '"A,, "8" AREA '"A" "8" AREA '"A,, "B" AREA '"A" "B" AREA "A" "8"

SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT.

6" 4.0 32" 18" 2.2 18" 16" 0.6 5" 18" 1 . 1 g" 18" 2.8 23" 18"

8" 7.0 42" 24" 3.8 23" 24" 1.0 6" 24" 2.0 12" 24" 5.0 30" 24"

1 o· 11.0 53" 30" 6.3 30" 30" 1.6 8" 30" 3.1 15" 30" 8.0 38" 30"

12· 1 6. 1 64" 36 11 10.0 4011

36 11 2.2 g" 36 11 4.4 18 11 36" 11 .3 45 11

36 11

14" 21.6 74" 42" 12.5 43" 42" 3.0 1 O" 42" 6.0 21" 42" 15.5 53" 42"

16" 28.3 85" 48" 17.7 53" 48" 4.0 12" 48" 7.7 23" 48" 20.1 60" 48"

SURFACE AREA OF BEARING SOIL IS PROVIOEO FOR 200 PSI MAXIMUM PRESSURE (INCLUDING SURGE) ANO 2000 PSF SOIL BEARING. IF PRESSURE IS HIGHER OR SOIL BEARING 10 POTENTIALLY LOWER, CONSULT THE ENGINEER

FOR ADJUSTMENTS.

7 8 9 10

--EXISTING PAVEMENT EXISTING PAVEMENT--�

.---NOTE 2 MATCH EXISTING CONCRETE THICKNESS,

5,000 PSI REINFORCED CONCRETE (NOTE 1

NOTE 2--

6" MIN 1

EXISTING BASE

:I:

(COMPACT TO 100%)

PENNDOT #2A BASE COURSE

(COMPACT TO 100% MAX DENSITY) 1±

EXISTING BASE

(COMPACT TO 100%)

i--

,-, -----11-i������'-0

,.;,.,.--;,1---- FLOWABLE FILL

:'::·� .... " .-�'·: . UTILITY

)\{;\"iJ6:,: .. : . .t'.Pilk:

(SEE PLAN)

NOTE 1: CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL 30 DAYS PRIOR TO

WORK. MIX SHALL MEET REQUIREMENTS IN PENNDOT 408/2016, 5,000PSI WITH WELDED WIRE

REINFORCEMENT.

NOTE 2: LIMITS FOR REPLACEMENT SHALL BE SAWCUT FULL DEPTH BEFORE DEMOLITION. EXPOSED

FACE TO REMAIN SHALL BE POWER WASHED AND SATURATED. NEW CONCRETE SHALL BE FULLY

BONDED AND FLUSH WITH EXISTING SURFACE. UTILIZE DOWELS AS DESCRIBED BELOW. 2" COVER

REINFORCEMENT.

NOTE 3: SMOOTH PAVING DOWELS (1" DIAMETER AND 12" LONG) SHALL BE DRILLED AND EPOXIED INTO EXPOSED FACE AT 12" O.C. BEFORE PLACEMENT. DO NOT GREASE OR OIL EITHER END OF

DOWEL.

NOTE 4: ALL EXISTING JOINTS TO BE DEMOLISHED SHALL BE REPLACED IN MATCHING LOCATIONS TO

MAINTAIN JOINT TYPE AS EXISTING (EXPANSION / CONTRACTION).

NOTE 5: CONCRETE SHALL BE GIVEN A MATCHING FINISH AND MOIST CURED FOR MINIMUM OF 3 DAYS, FOLLOWED BY CURING COMPOUND APPLIED EVENLY OVER ENTIRE AREA.

REPLACEMENT OF CONCRETE PAVEMENT

N.T.S.

--EXISTING PAVEMENT EXISTING PAVEMENT--�

.---NOTE 2

MIN"" I,

EXISTING BASE

:I:

(COMPACT TO 100%)

MATCH EXISTING ASPHALT THICKNESS, WITH PENN DOT SUPERPAVE (NOTE 1 J

PENNDOT #2A BASE COURSE

(COMPACT TO 100% MAX DENSITY)

NOTE 2--

1±

EXISTING BASE

(COMPACT TO 100%)

,.,:,.,...,,1---- FLOWABLE FILL

NOTE 1: PENN DOT SUPERPAVE MIX DESIGNS SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL 30

DAYS PRIOR TO WORK.

NOTE 2: LIMITS FOR REPLACEMENT SHALL BE SAWCUT FULL DEPTH BEFORE DEMO. APPLY TACK COAT

TO ALL SURFACES.

NOTE 3: PLACEMENT AND COMPACTION OF ASPHALT AND AGGREGATES SHALL MEET REQUIREMENTS IN

PENNDOT PUB 408/2016, PLACED IN APPROPRIATE LIFT THICKNESSES, AS SUBMITTED.

REPLACEMENT OF ASPHALT PAVEMENT

N.T.S.

NOTE 1: SEE UTILITY SPECIFICATIONS FOR TRENCHING AND BEDDING REQUIREMENTS SPECIFIC TO EACH

UTILITY.

UTILITY TRENCHING OUTSIDE PAVED AREAS

N.T.S.

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DEMOLITION LEGEND & KEYNOTES:

INDICATES AREA TO HAVE ALL EXISTING FLOORING,

CEILING SYSTEMS, CONDUIT, CABLE TRAYS, PIPING AND

RELATED HANGERS, FASTENERS, ADHESIVE REMOVED

AND DISPOSED OF UNLESS OTHERWISE NOTED TO

REMAIN.

WALLS DOORS, FRAMES, HARDWARE BRACING,

CONDUIT PIPING, AND ALL RELATED ACCESSORIES TO

BE REMOVED AND DISPOSED OF UNLESS OTHER

NOTED.

REMOVE EXISTING DOOR, FRAME AND HARDWARE AND

PREPARE OPENING FOR NEW DOOR FRAME AND

HARDWARE

REMOVE EXISTING BUILT UP SUBFLOOR, WOOD CEILING

FRAMING, PLYWOOD CEILING AND RESIDUAL CONCRETE

VAULT WALLS AND CEILING. FLOOR IN ROOMS 216, 217,

218 & 219 SHALL BE MADE LEVEL THROUGHOUT

FOLLOWING DEMOLITION.

REMOVE EXISTING CEILING SYSTEM, LIGHTING AND

FLOORING. 3

REMOVE EXISTING WINDOW OR DOOR AND FRAME

COMPLETE TO PREPARE OPENING TO BE FILLED TO A

ONE HOUR RATED ASSEMBLY.

5 REMOVE EXISTING STEEL STAIRS COMPLETE, TO

INCLUDE LANDINGS, RAILINGS AND ALL RELATED

STRUCTURE. CUT ACHORAGE AND GRIND FLUSH TO

FLOOR.

SAWCUT EXISTING MASONRY WALL AND PROVIDE NEW

76" WIDE BY 88" HIGH FINISHED OPENING. PROVIDE NEW

DOUBLE ANGLE STEEL HEADER AND ALL NECESSARY

BRACING AND SHORING TO MAINTAIN INTEGRITY OF

WALL DURING DEMOLITION.

SAWCUT EXISTING MASONRY WALL AND PROVIDE NEW

72" WIDE BY 84" HIGH FINISHED OPENING. PROVIDE NEW

DOUBLE ANGLE STEEL HEADER AND ALL NECESSARY

BRACING AND SHORING TO MAINTAIN INTEGRITY OF

WALL DURING DEMOLITION.

SAWCUT EXISTING MASONRY WALL TO EXTEND

MASONRY OPENING UP 12" TO ACOMMODATE NEW

DOOR HEIGHT. PROVIDE NEW DOUBLE ANGLE STEEL

HEADER AND ALL NECESSARY BRACING AND SHORING

TO MAINTAIN INTEGRITY OF WALL DURING DEMOLITION.

US Army Corps of Engineers ®

SHEET

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BALTIMORE DISTRICT

3/32" = 1'-0"AD101

PARTIAL SECOND FLOOR DEMOLITION PLAN -

AREA "A"

R e v is e d b y a m e n d m e n t

/2

/2

0 5' 20'10'

SCALE: 3/32" = 1' - 0"

2ND FLOOR KEY PLAN

3 3

4 4

5 5

6 6

7 7

8 8

9 9

9.5

9.5

10 10

U1 T1 S1 R1 P1 M1 L2 L1

V U T S R P N

N

M

M

L

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4.5 4.5

5.5 5.5

6.5 6.5

7.5 7.5

8.5 8.5

DEMOLITION LEGEND & KEYNOTES:

INDICATES AREA TO HAVE ALL EXISTING FLOORING,

CEILING SYSTEMS, CONDUIT, CABLE TRAYS, PIPING AND

RELATED HANGERS, FASTENERS, ADHESIVE REMOVED

AND DISPOSED OF UNLESS OTHERWISE NOTED TO

REMAIN.

WALLS DOORS, FRAMES, HARDWARE BRACING,

CONDUIT PIPING, AND ALL RELATED ACCESSORIES TO

BE REMOVED AND DISPOSED OF UNLESS OTHER

NOTED.

REMOVE EXISTING DOOR, FRAME AND HARDWARE AND

PREPARE OPENING FOR NEW DOOR FRAME AND

HARDWARE

REMOVE EXISTING BUILT UP SUBFLOOR, WOOD CEILING

FRAMING, PLYWOOD CEILING AND RESIDUAL CONCRETE

VAULT WALLS AND CEILING. FLOOR IN ROOMS 216, 217,

218 & 219 SHALL BE MADE LEVEL THROUGHOUT

FOLLOWING DEMOLITION.

REMOVE EXISTING CEILING SYSTEM, LIGHTING AND

FLOORING. 3

REMOVE EXISTING WINDOW OR DOOR AND FRAME

COMPLETE TO PREPARE OPENING TO BE FILLED TO A

ONE HOUR RATED ASSEMBLY.

5 REMOVE EXISTING STEEL STAIRS COMPLETE, TO

INCLUDE LANDINGS, RAILINGS AND ALL RELATED

STRUCTURE. CUT ACHORAGE AND GRIND FLUSH TO

FLOOR.

SAWCUT EXISTING MASONRY WALL AND PROVIDE NEW

76" WIDE BY 88" HIGH FINISHED OPENING. PROVIDE NEW

DOUBLE ANGLE STEEL HEADER AND ALL NECESSARY

BRACING AND SHORING TO MAINTAIN INTEGRITY OF

WALL DURING DEMOLITION.

SAWCUT EXISTING MASONRY WALL AND PROVIDE NEW

72" WIDE BY 84" HIGH FINISHED OPENING. PROVIDE NEW

DOUBLE ANGLE STEEL HEADER AND ALL NECESSARY

BRACING AND SHORING TO MAINTAIN INTEGRITY OF

WALL DURING DEMOLITION.

SAWCUT EXISTING MASONRY WALL TO EXTEND

MASONRY OPENING UP 12" TO ACOMMODATE NEW

DOOR HEIGHT. PROVIDE NEW DOUBLE ANGLE STEEL

HEADER AND ALL NECESSARY BRACING AND SHORING

TO MAINTAIN INTEGRITY OF WALL DURING DEMOLITION.

US Army Corps of Engineers ®

SHEET

U S

A R

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C O

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BALTIMORE DISTRICT

3/32" = 1'-0"AD102

PARTIAL SECOND FLOOR DEMOLITION PLAN -

AREA "B"

R e v is e d b y a m e n d m e n t

/2

/2

EXISTING STEEL FRAME STAIRS AND CONCRETE LANDING TO REMAIN

0 5' 20'10'

SCALE: 3/32" = 1' - 0"

2ND FLOOR KEY PLAN

DN

DN

DN

I I

2 2

1.1N 1.1N

2N 2N

3N 3N

4N 4N

5N 5N

6N

6N

W V U T S R P

N M L JJ

1E 1E

A-301

3689 SF

INDUST TEST

EQUIP

1600 SF

MECHANICAL

407 SF

WIP STORAGE

371 SF

BREAK

5343 SF

LAB REPAIR

AREA 1

894 SF

CLASSROOM

10737 SF

LAB REPAIR

AREA 2

244 SF

SUPERVISORS

115 SF

UTILITY

304 SF

ELECTRICAL

282 SF

BREAK

208 SF

FIBER NODE RM

605 SF

SUPERVISORS

708 SF

CORRIDOR

201A

203A

205B

213B 211

206A

112 SF

IDF/COM

/2

24'-9"

44'-6"

66'-2" + or - / FIELD VERIFY

53'-5" + or - / FIELD VERIFY

12'-4"

20'-7" + or - / FIELD VERIFY

17'-3"

/2

/4

RAISED FLOOR RAMP

UP

RAISED FLOOR RAMP

UP

PROVIDE TEMPORARY RAMP

FOR RAISED FLOOR SYSTEM

CONSTRUCTED OF RAISED

FLOOR SYSTEM FOR REUSE IN

PHASE 2.

206B

PROVIDE TEMPORARY

YELLOW WARNING TAPE

AT ELEVATION CHANGE

203B

201B

200B

MATCH LINE A-102

A0

C0

B0

M

IN

14'-0"

LOCATE WALL FLUSH WITH

EXISTING. PROVIDE TEAR-AWAY

(ZIP STRIP) TRANSISTION TO CMU

WALL

213A E0

A-401

469 SF

CORRIDOR

200B

159 SF

CORRIDOR

200A

UP

202A

TENANT

B0B0

B0

B0

B0

B0

B0

C0

C0

12'-0"

B0

A0

PROVIDE TEMPORARY RAILING

AT RAISED FLOOR AND RAMP

CONSTRUCTION OF RAILING

SHALL MEET ALL OSHA & EM

385-1-1 REQUIREMENTS

B0

E0

E0

E0

MATCH LINE A-102

NEW KNEE WALL PARTITION W/

SOLID SURFACE CAP AND SS

CORNER GUARDSK

K

1'-10"

PROVIDE WALL MOUNTED HANDRAIL

SEE SHEET A-603 FOR DETAILS

PROVIDE WALL MOUNTED HANDRAIL

AT RAMP. SEE SHEET A-603 FOR

DETAILS

B0

M1

M1

M1

A-301

6' - 4"

DOORS TO BE REMOVED AT THE

END OF CONSTRUCTION TO ALLOW

EXIT EGRESS

EXISTING ELEC.

PANEL TO REMAIN

EXISTING STAIR, RAILING, WALLS AND

CEILING TO BE PAINTED. INSTALL

NEW RUBBER TREADS AND RISERS

S

S

S

S

S

SSS SS

S SS

201C

50'-9" + or - / FIELD VERIFY

1. SEE SHEET A-001 FOR ANNOTATION SYMBOLS

2. FOR DOOR TYPES AND SCHEDULE SEE SHEET A-601.

3. FOR PARTITION TYPE INFORMATION SEE SHEET A-501 AND A-502

4. ALL NEW DOORS SHALL BE LOCATED 6" FROM CLOSEST INTERIOR WALL CORNER OR AS

OTHERWISE DIMENSIONED.

5. CONTRACTOR TO ENSURE ALL FIRE RATED PARTITIONS ARE MAINTAINED AND EXTEND FROM

FLOOR TO BOTTOM OF DECK.

6. CONTRACTOR TO PROVIDE ALL NECESSARY MISCELLANEOUS FIRE CAULKING AND GASKETING

TO PROVIDE A COMPLETE RATED WALL WHERE INDICATED ON A-101, A-102 & A-103 TO INCLUDE

WALL INFILL AT EXISTING AND NEW PENETRATION AND DEMOLISHED WINDOWS IN ROOMS 217,

219, 221 & 225.

7. FOR MECHANICAL EQUIPMENT DESCRIPTION SEE MECHANICAL DWGS.

8. ALL EXPOSED STEEL COLUMNS AND CROSS BRACING TO BE SANDED SMOOTH AND PAINTED

PNT 5.

9. DIMENSIONS TO BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK. CONFLICTS

GREATER THAN 2" AFFECTING PLACEMENT OF NEW WORK SHALL BE RESOLVED THROUGH THE

COR PRIOR TO CONSTRUCTION.

10. EXTENT OF NEW ARCHITECTURAL WORK ON FIRST FLOOR LIMITED TO IDF/COM ROOM 101

LOCATED DIRECTLY BELOW NEW SECOND FLOOR IDF/COM ROOM 221 AND TR ROOM 102. SEE

SHEE A-103

11. SEE SHEETS A-401 & A-402 FOR BREAKROOM DETAILS

12. FOR FURNITURE AND EQUIPMENT PLAN LAYOUTS REFER TO SHEETS I-101 AND I-102 ALL

FURNITURE SHOWN IS NOT IN CONTRACT.

13. ALL EXPOSED EXISTING CMU WALLS TO REMAIN SHALL BE SCRAPED, PATCHED, SANDED,

PRIMED AND PAINTED TWO COATS OF FINISH PAINT.

14. ALL FACES OF NEW WALLS WITHIN ROOMS 200A, 201, 203, 205, 207 & 214 SHALL HAVE ABUSE

RESISTANT GYP BD UP TO 8' ABOVE FINISHED FLOOR.

NOTES:

LEGEND:

INDICATES NEW WALL CONSTRUCTION SEE WALL TYPES FOR DETAILS.

EXISTING COLUMN GRID LINE

1 HOUR RIRE RATED PARTITION ( "S" INDICATES SMOKE PARTITION ONLY)

2 HOUR FIRE RATED PARTITION

REPAIR AND PATCH EXISTING GWB/PLASTER TO LEVEL 4 FINISH. PAINT PER FINISH SCHEDULE

REMOVE EXISTING FLOOR & BASE. INSTALL NEW LVT FLOORING & BASE PER FINISH

SCHEDULE

INSTALL NEW PAIRED PANEL FOLDING PARTITION SYSTEM CONTRACTOR TO PROVIDE

STRUCTURE FOR TOP TRACK

FILL OPENING WITH ONE HOUR GWB ASSEMBLY FINISH ACCORDINGLY

FILL OPENINGS WITH RATED WALL ASSEMBLY AND PATCH PRIME AND PAINT ALL WALLS.

INSTALL NEW SUSPENDED ACOUSTICAL CEILING SYSTEM AND NEW CARPETING.

PREP, PRIME AND PAINT EXISTING DOOR AND FRAME.

X

US Army Corps of Engineers ®

SHEET

U S

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A R

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A R

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T A

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BALTIMORE DISTRICT

3/32" = 1'-0"A-101

1 PARTIAL SECOND FLOOR PLAN - AREA "A"

R e v is e d b y a m e n d m e n t

/2

/2

2ND FLOOR KEY PLAN

N

SCALE: 3/32"=1'-0"

816 16

3 3

4 4

5 5

6 6

7 7

8 8

9 9

9.5 9.5

10 10

T1

T1

S1

S1

R1

R1

P1

P1

M1

M1

U

U

T

T

S

S

R P N

R5

R5

4.5 4.5

5.5 5.5

6.5 6.5

7.5 7.5

8.5 8.5

A-301

A-301

A-603

A-301

PROVIDE RAILING AT STEPS

TO RAISED FLOOR. SEE

SHEET A-603 FOR TYPICAL

STAIR DETAILS.

E0

PAINT EXISTING

WALLS, CEILING &

RAILING. INSTALL

NEW RUBBER RISERS

AND TREADS.

S S S

S

S

S

S

S

S

S

S

S S

10'-3"

10'-3"

12'-0"

14'-3"

14'-9"

E0

PAINT ALL EXPOSED

STEEL CROSS BRACING

PNT5

PAINT EXISTING

WALLS, CEILING &

RAILING. INSTALL

NEW RUBBER RISERS

AND TREADS.

A-603

LAB REPAIR

AREA 2

SUPERVISOR

DOIM ADMIN

DOIM SERVER

LAB

BREAK

SUPERVISOR

CORRIDOR

DOIM OFFICE

COMM

TEAM ROOM

STAIR

220B

2000JJJJJJJ

A

219B

221A

215A 222A

A

216A

218A

219A

223A

A0

A0

A0

A0 A0

A0

A0

E0

A0

A0 B0

A0

Ex 1

A0

B0

1. SEE SHEET A-001 FOR ANNOTATION SYMBOLS

2. FOR DOOR TYPES AND SCHEDULE SEE SHEET A-601.

3. FOR PARTITION TYPE INFORMATION SEE SHEET A-501 AND A-502

4. ALL NEW DOORS SHALL BE LOCATED 6" FROM CLOSEST INTERIOR WALL CORNER OR AS

OTHERWISE DIMENSIONED.

5. CONTRACTOR TO ENSURE ALL FIRE RATED PARTITIONS ARE MAINTAINED AND EXTEND FROM

FLOOR TO BOTTOM OF DECK.

6. CONTRACTOR TO PROVIDE ALL NECESSARY MISCELLANEOUS FIRE CAULKING AND GASKETING

TO PROVIDE A COMPLETE RATED WALL WHERE INDICATED ON A-101, A-102 & A-103 TO INCLUDE

WALL INFILL AT EXISTING AND NEW PENETRATION AND DEMOLISHED WINDOWS IN ROOMS 217,

219, 221 & 225.

7. FOR MECHANICAL EQUIPMENT DESCRIPTION SEE MECHANICAL DWGS.

8. ALL EXPOSED STEEL COLUMNS AND CROSS BRACING TO BE SANDED SMOOTH AND PAINTED

PNT 5.

9. DIMENSIONS TO BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK. CONFLICTS

GREATER THAN 2" AFFECTING PLACEMENT OF NEW WORK SHALL BE RESOLVED THROUGH THE

COR PRIOR TO CONSTRUCTION.

10. EXTENT OF NEW ARCHITECTURAL WORK ON FIRST FLOOR LIMITED TO IDF/COM ROOM 101

LOCATED DIRECTLY BELOW NEW SECOND FLOOR IDF/COM ROOM 221 AND TR ROOM 102. SEE

SHEE A-103

11. SEE SHEETS A-401 & A-402 FOR BREAKROOM DETAILS

12. FOR FURNITURE AND EQUIPMENT PLAN LAYOUTS REFER TO SHEETS I-101 AND I-102 ALL

FURNITURE SHOWN IS NOT IN CONTRACT.

13. ALL EXPOSED EXISTING CMU WALLS TO REMAIN SHALL BE SCRAPED, PATCHED, SANDED,

PRIMED AND PAINTED TWO COATS OF FINISH PAINT.

14. ALL FACES OF NEW WALLS WITHIN ROOMS 200A, 201, 203, 205, 207 & 214 SHALL HAVE ABUSE

RESISTANT GYP BD UP TO 8' ABOVE FINISHED FLOOR.

NOTES:

LEGEND:

INDICATES NEW WALL CONSTRUCTION SEE WALL TYPES FOR DETAILS.

EXISTING COLUMN GRID LINE

1 HOUR FIRE RATED PARTITION ( "S" INDICATES SMOKE PARTITION ONLY)

2 HOUR FIRE RATED PARTITION

REPAIR AND PATCH EXISTING GWB/PLASTER TO LEVEL 4 FINISH. PAINT PER FINISH SCHEDULE

REMOVE EXISTING FLOOR & BASE. INSTALL NEW LVT FLOORING & BASE PER FINISH

SCHEDULE

INSTALL NEW PAIRED PANEL FOLDING PARTITION SYSTEM CONTRACTOR TO PROVIDE

STRUCTURE FOR TOP TRACK

FILL OPENING WITH ONE HOUR GWB ASSEMBLY FINISH ACCORDINGLY

FILL OPENINGS WITH RATED WALL ASSEMBLY AND PATCH PRIME AND PAINT ALL WALLS.

INSTALL NEW SUSPENDED ACOUSTICAL CEILING SYSTEM AND NEW CARPETING.

PREP, PRIME AND PAINT EXISTING DOOR AND FRAME.

X

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BALTIMORE DISTRICT

SCALE: 3/32"=1'-0"

816 16N

2ND FLOOR KEY PLAN

3/32" = 1'-0"A-102

1 PARTIAL SECOND FLOOR PLAN - AREA "B"

R e v is e d b y a m e n d m e n t

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I I

2 2

X

X

1.1N 1.1N

2N 2N

3N 3N

4N 4N

5N 5N

6N 6N

W

W

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1E

1E

FIRST FLOOR BELOW

F

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EXP

EXISTING

TO REMAIN

EXP

EXP

EXISTING GWB CEILING TO REMAIN

REPAIR, PATCH AND PAINT TO A LEVEL 5 FINISH

NO CEILING WORK THIS AREA

NO WORK IN THIS AREA

PAIRED PANEL

FOLDING

PARTITION

CEILING TRACK

MATCH LINE MATCH LINEMATCH LINE

EXP

12" EXTRUDED ALUMINUM PERIMETER TRIM BY ACT MANUFACTURER

12" EXTRUDED ALUMINUM PERIMETER TRIM BY

ACT MANUFACTURER

RECESSED

MOTORIZED

PROJECTION

SCREEN

GYP BD CEILING

RECESSED CAN LIGHTING FIXTURE

SUPPLY DIFFUSER

RETURN GRILLE

LAY-IN ACOUSTICAL CEILING

OR

OR LED LAY IN LIGHT FIXTURE

OS

CEILING MOUNTED

OCCUPANCY SENSOR

SPOT ELEVATION SEE GENERAL CEILING NOTES

EXPOSED STRUCTURAL TO BE

PAINTED, SEE FINISH SCHEDULE

EXP

CEILING LEGEND

OR

EXHAUST GRILLE

3'-10" x 7'-10" or 3'-10" x 7'-10" SUSPENDED

ACOUTICAL CLOUD CEILING

HIGH BAY CEILING OF FIRST FLOOR BELOW (NO

NEW CEILING WORK)

PENDANT MOUNT LED LIGHT FIXTURE

CEILING OR WALL MOUNTED EXIT SIGN WITH

ARROWS AS INDICATED (SHADING INDICATES

ILLUMINATED FACE(S) OF SIGN)

OR

GENERAL CEILING NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY

BRACING OF CEILING CLOUDS AND SUSPENDED CEILING SYSTEM

TO MEET MANUFACTURERS AND SEISMIC REQUIREMENTS.

2. CEILING SYSTEM AND CLOUD SUSPENSION WIRES AND

BRACING VISIBLE FROM EYE LEVEL SHALL BE PAINTED FLAT

BLACK TO HIDE FROM VIEW TO THE GREATEST EXTENT

POSSIBLE.

3. SPOT ELEVATION ON REFLECTED CEILING PLAN INDICATE

HEIGHT OF SUSPENDED CEILING ABOVE RAISE FLOOR SYSTEM

EM INDICATES EMERGENCY LIGHT FIXTURE

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3/32" = 1'-0"A-150

1 PARTIAL SECOND FLOOR RCP - AREA "A"

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2ND FLOOR KEY PLAN

EM EM

EM EM

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EMEM

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816 16

NEW LIGHTWEIGHT

CMU INFILL TO

MATCH FIRE RATING

AND THICKNESS OF

EXISTING WALL.

(REINFORCED PER

NOTES AND DETAILS

THIS SHEET)

BASE AS SCHEDULED

(BOTH SIDES)

EXISTING MASONRY WALL

HEAD

PLAN

SILL

NEW GYPSUM WALLBOARD

PARTITION

EXISTING CMU WALL

TEAR-AWAY (ZIP STRIP)

TRANSITION

BOTH SIDES TYPICAL. CAULK CMU

SIDE OF STRIP AFTER TEAR OFF.

EXISTING CMU WALL

#4 BARS AT EACH JAMB,

GROUT SOLID

#4 DOWELS AT EACH JAMB.

DRILL AND EPOXY INTO EXISTING

CONCRETE FLOOR/FOOTING

TOOTH NEW CMU

INTO EXISTING CMU (TYP.)KEEP EXISTING

HORIZONTAL

REINFORCEMENT (IF

PRESENT) INTACT

OPENING SIZE (SEE A101)

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TYPICAL DETAILS ON THIS SHEET

6x3 1/2 X 5/16 LLV ANGLES

EACH SIDE FOR 8" CMU

WALLS & L5 X 5 X 5/16

ANGLES EACH SIDE FOR

12" CMU WALLS. INSTALL

ANGLES & BOLTS PRIOR

TO REMOVING MASONRY

BELOW.

EXISTING

MASONRY WALL

TO REMAIN

1/2" DIA. THRU-

BOLTS AT 16" O.C.

AND AT EACH END

EXISTING

MASONRY WALL

BEYOND

(E) CMU WALL

# 3 BAR AT EACH JAMB,

GROUT SOLID

#3 DOWELS AT EACH JAMB.

DRILL AND EPOXY INTO (E)

CONCRETE FLOOR/FOOTING

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INFILL EXISTING

MASONRY OPENING

W/

NEW CMU

TOOTH NEW CMU

INTO EXISTING CMU (TYP.)KEEP EXISTING

HORIZONTAL

REINFORCEMENT (IF

PRESENT) AND LAP NEW

HORIZONTAL

REINFORCING 8" (TYP.)

NOTES:

1. SEE SHEET A-501 FOR PARTITION TYPE NOTES

2. CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530 "BUILDING CODE

REQUIREMENTS FOR MASONRY STRUCTURES", AND ACI 530.1 SPECIFICATIONS.

3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MASONRY 19OO PSI).

4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 21 MPA (3000 PSI) AT 28 DAYS. TESTING SHALL CONFORM TO ASTM C1019. GROUT SHALL HAVE A

SLUMP OF 203-254 MM (8-10 INCHES).WATER-REDUCING ADMIXTURES ARE NOT ALLOWED.

5. MASONRY CONSTRUCTION SHALL BE ERECTED IN LIFTS NOT TO EXCEED 1220 (4'-0") PRIOR TO GROUTING CELLS. PROVIDE GROUT KEY BETWEEN GROUT LIFTS BY TERMINATING THE GROUT 50

BELOW MORTAR JOINT.

6. MORTAR SHALL CONFORM TO ASTM C270 OR KS L 5220, TYPE M OR S. MORTAR USED BELOW

GRADE SHALL BE TYPE M.

7. ALL MASONRY SHALL BE LAID IN RUNNING BOND, U.O.N. & MINIMUM REINFORCING LAP SPLICES

SHALL BE 48 BAR DIAMETERS, U.O.N.

8. REINFORCEMENT IN WALLS SHALL BE PLACED IN THE CENTER OF THE CELL, U.O.N.

9. PROVIDE SLEEVES THROUGH ALL CMU WALL PENETRATIONS. NO PENETRATION ALLOWED

THROUGH BOND BEAMS OR LINTELS.

10. WHEN VERTICAL REINFORCING IS NOT SPECIFIED, PROVIDE 1 #5 VERTICAL MINIMUM EACH SIDE

OF CONTROL JOINTS, OPENINGS, CORNERS, END OF WALLS AND INTERSECTIONS.

11. FILL CMU CELLS SOLID BELOW ALL LINTEL AND BEAM BEARING ENDS FROM THE FOUNDATION TO

THE LINTEL OR BEAM.

12. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND ALL

TEMPORARY SHORING/BRACING UNTIL THE PERMANENT STRUCTURAL SUPPORT SHOWN IN THE

CONTRACT DOCUMENTS HAS BEEN INSTALLED.

13. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING THE STRUCTURAL

INTEGRITY OF THE EXISTING BUILDING DURING ALL STAGES OF CONSTRUCTION.

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BALTIMORE DISTRICT

1" = 1'-0"

WALL TYP M1

1" = 1'-0"A-502

4 TYPICAL NEW PARTITION AT EXISTING CMU

1/2" = 1'-0"A-502

3 NEW MASONRY OPENING DETAIL

1" = 1'-0"A-502

2 SQUEEZE LINTEL DETAIL (TYP.)

1/2" = 1'-0"A-502

1 MASONRY INFILL DETAIL

R e v is e d b y a m e n d m e n t

/2

/2

ACOUSTICALLY RATED PARTITIONS SHALL PROVIDE NO LESS

THAN THE MINIMUM STC RATINGS INDICATED. (TYP.)

1.

FIRE RATED & ACOUSTICAL PARTITIONS SCHEDULED AS

RATED ASSEMBLIES REQUIRED CONTINUOUS &

UNINTERRUPTED SEPARATIONS IN ACCORDANCE WITH

APPLICABLE CODE & TESTED ASSEMBLIES INDICATED.

SEPARATIONS SHALL INCLUDE SAFING & SEALS AT

CORNERS, TERMINATIONS, PENETRATIONS, PLENUMS,

COLUMN ENCLOSURES, & ELECTRICAL BOXES, AS WELL AS

AT PHYSICAL INTERRUPTIONS, SUCH AS COLUMNS, BEAMS,

JOISTS, TRUSSES, & FLOORS, ETC. CONTRACTOR SHALL BE

RESPONSIBLE FOR ASSURING CONTINUOUS

UNINTERRUPTED SEPARATIONS AS SCHEDULED. (TYP.)

2.

PROVIDE PRIME COAT PAINT FINISH FOR ALL GWB

SURFACES THROUGHOUT, INCLUDING SURFACES NOT

EXPOSED SUCH AS AT CEILING & FLOOR PLENUMS. ALL

EXPOSED GWB SURFACES SHALL BE PROVIDE ADDITIONAL

PAINT COAT FINISHED AS SPECIFIED & SCHEDULED (TYP.)

3.

WHERE WALL HUNG ITEMS ARE INDICATED AS EITHER

SURFACE & / OR RECESSED, PROVIDE BLOCKING

CONCEALED WITHIN PARTITION FRAME ASSEMBLY. WALL

MOUNTED ITEMS SHALL INCLUDE, BUT NOT BE LIMITED

TOO; WATER FOUNTAINS, FIRE EXTINGUISHER CABINETS,

TOILET ACCESSORIES, TOILET PARTITIONS, CASEWORK,

COUNTERTOPS, MIRRORS, ETC. METHOD OF BLOCKING TO

BE APPROVED BY CONTRACTING OFFICER. EXPAND &

OVERSIZE AREA OF BLOCKING 20% LARGER THAN WALL

HUNG ITEM SCHEDULED, SPECIFICALLY ASSURING FINAL

LOCATION OF SURFACE MOUNTED ITEMS WILL BE

ACCOMMODATED (TYP.).

4.

NOTES:

ALL VISIBLE AND EXPOSED STRUCTURAL STEEL,

CONDUIT, SPRINKLER PIPE, DUCTWORK AND

MISCELANEOUS BRACING AT OR ABOVE THE

HEIGHT OF THE CEILING CLOUDS IN LAB REPAIR

AREA 1 & 2 (ROOMS 205 & 207) SHALL BE PAINTED

PT2 UNLESS REQUIRED TO NOT BE PAINTED BY ANY

APPLICABLE CODE OR UFC.

5.

BRACE PARTITION STUD FRAMES TO STRUCTURE ABOVE

AS FOLLOWS:

6.

PARTITIONS SCHEDULED FOR AREAS OF KNOWN OR

EXPECTED EXPOSURE TO WATER SHALL BE MODIFIED BY

CONTRACTOR AS FOLLOWS: REPLACE GWB INDICATED ON

EXPOSED SIDE(S) OF PARTITION WITH CEMENTITIOUS

BACKER BOARD IN THE SAME THICKNESS, & INSTALL

CONTINUOUS & UNIFORM 4-MIL POLYETHYLENE MEMBRANE

BACKING BEHIND CEMENTITIOUS BACKER. PREPARE

EXPOSED SURFACE OF CEMENTITIOUS BACKER FOR

SCHEDULED FINISHES. AREAS OF EXPECTED WATER

EXPOSURE ARE DEFINED AS – SHOWER ROOMS, ETC…

7.

PARTITIONS SCHEDULED FOR AREAS OF KNOWN OR

EXPECTED EXPOSURE TO MOISTURE SHALL BE MODIFIED BY

CONTRACTOR AS FOLLOWS: REPLACE GWB INDICATED ON

EXPOSED SIDE(S) OF PARTITION WITH MOISTURE RESISTANT

GWB OF THE SAME THICKNESS, & PREPARE EXPOSED

SURFACE FOR SCHEDULED FINISHES. AREAS OF EXPECTED

MOISTURE ARE DEFINED AS – TOILET ROOMS, JANITOR

CLOSETS, SINK SURROUNDS, VESTIBULES, ETC… (TYP.)

8.

PENETRATIONS THROUGH FIRE RESISTANT

ASSEMBLIES SHALL BE FIRE-STOPPED WITH SAFING

AS SPECIFIED. (TYP.)

9.

SUPPLY FULL HEIGHT PARTITIONS USING TWO

CONTINUOUS TOP TRACKS, WITH TOP TRACK BEING

A DEEP LEG DEFLECTION TRACK FASTENED

DIRECTLY TO DECK & PROVIDING SPACE FOR

STRUCTURAL DEFLECTION WITHOUT DAMAGE

CAUSED TO PARTITION ASSEMBLY.

PARTIAL HEIGHT PARTITIONS WITH SPLAYED

METAL STUD BRACING FASTENED DIRECTLY TO

STRUCTURE ABOVE. PROVIDE SPLAYED

BRACING ON BOTH SIDES OF ASSEMBLY AT NO

MORE THAN 4 FEET ON CENTER.

A -

B -

WHERE FLOOR FINISHES ARE DESIGNATED WITH

RF1 FOLLOWED AN ADDITIONAL FINISH, THE

SECOND FINISH LISTED IS APPLIED TO THE RAISED

FLOOR.

10.

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BALTIMORE DISTRICTROOM FINISH SCHEDULE

ROOM

NO ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS

FIRST FLOOR

100 CORRIDOR SC1 RB1 PNT1 PNT2 9'-6"

101 WORKSHOP EXISTING EXISTING EXISTING - OPEN TO ABOVE / EXISTING

102 WORKSHOP EXISTING EXISTING EXISTING - OPEN TO ABOVE / EXISTING

103 CORRIDOR SC1 RB1 PNT1 PNT2 9'-6"

104 WORKSHOP EXISTING EXISTING EXISTING - OPEN TO ABOVE / EXISTING

105 WORKSHOP EXISTING EXISTING EXISTING - OPEN TO ABOVE / EXISTING

106 CORRIDOR SC1 RB1 PNT1 PNT2 9'-6"

107 MEN'S RR EXISTING EXISTING EXISTING - EXISTING

108 JC EXISTING EXISTING EXISTING - EXISTING

109 TOILET EXISTING EXISTING EXISTING - EXISTING

150 IDF/COM SC1 RB1 PNT1 - OPEN TO ABOVE / EXISTING

160 TR SC1 RB1 PNT1 - OPEN TO ABOVE / EXISTING

02 FLOOR PLAN OVERALL DOC

200A CORRIDOR RF1 / LVT1 RB1 PNT1 PNT2 EXISTING

200B CORRIDOR RF1 / LVT1 / EJC1 RB1 PNT1 PNT2 8'-6" ABOVE RAISE FLOOR

201 INDUST TEST EQUIP RF1 RB1 PNT1 PNT2 EXISTING

202 MECHANICAL SC1 RB1 PNT1 - EXISTING

203 WIP STORAGE RF1 RB1 PNT1 ACT1 8'-6" ABOVE RAISE FLOOR

204 BREAK LVT1 RB2 PNT1 & PNT4 ACT1 8'-6" ABOVE RAISE FLOOR

205 LAB REPAIR AREA 1 RF1 RB1 PNT1 PNT2 & ACC1 VARIES - CLOUDS AT 8'-6"

ABOVE RAISED FLOOR"

PN5 ON ALL EXPOSED COLUMNS AND

BRACING BELOW CEIING LINE

206 CLASSROOM RF1 RB2 PNT1 & PNT4 ACT1 8'-6" ABOVE RAISE FLOOR

207 LAB REPAIR AREA 2 RF1 RB1 PNT1 PNT2 & ACC1 VARIES - CLOUDS AT 8'-6"

ABOVE RAISED FLOOR"

PN5 ON ALL EXPOSED COLUMNS AND

BRACING BELOW CEIING LINE

208 SUPERVISORS RF1/CPT1 RB2 PNT6 ACT1 8'-6" ABOVE RAISE FLOOR

209 UTILITY SC1 RB1 PNT1 - EXISTING

210 ELECTRICAL SC1 RB1 PNT1 - EXISTING

211 BREAK LVT1 RB2 PNT1 & PNT4 ACT1 9'-0" ABOVE FINISHED FLOOR

212 FIBER NODE RM SC1 RB1 PNT1 ACT1 9'-0" ABOVE FINISHED FLOOR

213 SUPERVISORS RF1/CPT1 RB2 PNT6 ACT1 9'-0" ABOVE FINISHED FLOOR

214 CORRIDOR LVT2 / EJC1 RB3 PNT1 ACT1 9'-0" ABOVE FINISHED FLOOR

215 SUPERVISOR RF1 RB2 PNT5 ACT1 8'-6" ABOVE RAISE FLOOR

216 DOIM OFFICE RF1 RB2 PNT3 ACT1 8'-0" ABOVE RAISE FLOOR

217 DOIM ADMIN RF1 RB2 PNT1 - 8'-0" ABOVE RAISE FLOOR

218 TEAM ROOM RF1/LVT2 RB1 PNT4 ACT1 8'-0" ABOVE RAISE FLOOR

219 DOIM SERVER LAB RF1 RB1 PNT1 - OPEN TO ABOVE / EXISTING

220…