Package 1 - WVA B125 Reno - Plans.pdf

PDF 27 MB Posted Apr 25, 2023

Attached to: WVA Renovate Building 125 Federal contract opportunity
Solicitation number: W912DS23B0008
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Dec 28, 2023

This file package relates to a federal solicitation for renovation services. The U.S. Army Corps of Engineers Engineering District New York issued solicitation number W912DS23B0008 to renovate Building 125 at an unspecified location. Interested parties can find the plans for the renovation within file Package 1 - WVA B125 Reno - Plans.pdf. The solicitation seeks to award a contract to provide general construction and renovation services to update the existing building. The response deadline and anticipated award date are not specified in the file package. Renovation scope and requirements can be determined by reviewing the included renovation plans.

View the file

Other files for this federal contract opportunity

Other files attached to WVA Renovate Building 125, newest first.
File	Type	Posted
Bid Abstract.pdf	PDF	Jun 26, 2023
Amendment 0009 - WVA B125 Reno - Plans.pdf	PDF	Jun 21, 2023
W912DS23B0008 Amendment 00009.pdf	PDF	Jun 21, 2023
W912DS23B0008 Amendment 00008.pdf	PDF	Jun 14, 2023
W912DS23B0008 Amendment 00007.pdf	PDF	Jun 12, 2023
W912DS23B0008 Amendment 00006.pdf	PDF	Jun 6, 2023
Amendment 0005 - WVA B125 Reno - Plans.pdf	PDF	Jun 2, 2023
W912DS23B0008 Amendment 00005.pdf	PDF	Jun 2, 2023
Amendment 0004 - WVA B125 Reno - Plans.pdf	PDF	May 30, 2023
W912DS23B0008 Amendment 00004.pdf	PDF	May 30, 2023
Appendix C - Site Photos B125a.pdf	PDF	May 18, 2023
Amendment 0003 - WVA B125 Reno - Plans.pdf	PDF	May 18, 2023
W912DS23B0008 Amendment 00003.pdf	PDF	May 18, 2023
Site Visit Sign-In Sheet.pdf	PDF	May 18, 2023
W912DS23B0008 Amendment 00002.pdf	PDF	May 11, 2023
amendment 0002 - wva b125 reno - plans.pdf	PDF	May 11, 2023
W912DS23B0008 Amendment 00001.pdf	PDF	Apr 28, 2023
Site Visit Map.pdf	PDF	Apr 28, 2023
Class JA Interior Color and Finish Selections.pdf	PDF	Apr 25, 2023
Package 2 - WVA B125 Reno - Spec.pdf	PDF	Apr 25, 2023
JA - WVA B125 Reno (Simplex) - 14 Mar 23 rjg_sES.pdf	PDF	Apr 25, 2023
W912DS23B0008.pdf	PDF	Apr 25, 2023
Appendix A - B125 Lead Paint and Asbestos Survey.pdf	PDF	Apr 25, 2023
Appendix B - B125 Clean Room_As-Builts.pdf	PDF	Apr 25, 2023

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US Army Corps of Engineers ®

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ARCHITECTURE + ENGINEERINGCLIENT

441 G Street NW Washington, DC 20314

125 8th Street Watervliet, NY 12189

OWNER

UNITED STATES ARMY

CORPS OF ENGINEERS

WATERVLIET ARSENAL

US Headquarters 630 Plaza Drive, Suite 200 Highlands Ranch, CO 80129

Headquartered at:

ARCADIS U.S. INC.

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DRAWING LIST

SHEET NO. DRAWING NAME

DRAWING LIST

SHEET NO. DRAWING NAME

150-H130 B125 - ROOF HVAC PLAN - OVERALL

150-H131 B125 - ROOF HVAC PLAN - AREA A

150-H132 B125 - ROOF HVAC PLAN - AREA B

150-H134 B125 - ROOF HVAC PLAN - AREA D

150-H135 B125 - ROOF HVAC PLAN - AREA E

150-H501 B125 - HVAC DETAILS AND SECTIONS

150-H601 B125 - HVAC SCHEDULES

150-H701 B125 - HVAC CONTROLS

150-H901 B125 - HVAC DEMO PHOTOGRAPHS

160-E001 B125 - LEGEND AND SYMBOLS

160-E002 B125 - GENERAL NOTES AND ABBREVIATIONS

160-E100 B125 - DEMO - SINGLE LINE - WEST ELECTRICAL ROOM

160-E101 B125 - LVL1 - DEMO POWER PLAN - OVERALL

160-E102 B125 - DEMO - POWER PLAN - CLEAN ROOM, AND MEZZANINE

CATWALK

160-E200 B125 - PROPOSED - SINGLE LINE - WEST ELECTRICAL ROOM (1 OF 2)

160-E201 B125 - PROPOSED - SINGLE LINE - WEST ELECTRICAL ROOM (2 OF 2)

160-E202 B125 - PROPOSED SINGLE LINE AND LOAD SCHEDULE - BW-B-1W

AND BW-B-1E

160-E203 B125 - PROPOSED - SINGLE LINE AND LOAD SCHEDULE - BW-B-2W

AND BW-B-2E

160-E204 B125 - PROPOSED - SINGLE LINE AND LOAD SCHEDULE - BW-B-5W

AND BW-B-5E

160-E205 B125 - PROPOSED - SINGLE LINE AND LOAD SCHEDULE - BW-B-4W

AND BW-B-4E

160-E206 B125 - PROPOSED - SINGLE LINE AND LOAD SCHEDULE - BW-B-3W

AND BW-B-3E

160-E207 B125 - LOAD SCHEDULES

160-E301 B125 - LVL1 - PROPOSED POWER PLAN - OVERALL

160-E302 B125 - LVL1 - PROPOSED POWER PLAN - AREA A

160-E303 B125 - LVL1 - PROPOSED POWER PLAN - AREA B

160-E304 B125 - LVL1 - PROPOSED POWER PLAN - AREA D

160-E305 B125 - LVL1 - PROPOSED POWER PLAN - AREA E

160-E306 B125 - PROPOSED LIGHTING PLAN - OVERALL

160-E307 B125 - LVL1 - PROPOSED LIGHTING PLAN - AREA A

160-E308 B125 - LVL1 - PROPOSED LIGHTING PLAN - AREA B

160-E309 B125 - LVL1 - PROPOSED LIGHTING PLAN - AREA D

160-E310 B125 - LVL1 - PROPOSED LIGHTING PLAN - AREA E

160-E400 B125 - CONDUIT SCHEDULE - WEST ELECTRICAL ROOM AND

BUSWAYS

160-E401 B125 -DETAILS

170-TS001 SECURITY LEGEND

170-TS101 LVL 1 SECURITY PLAN OVERLALL

170-TS401 LV1 1 SECURITY - AREA A

170-TS402 LV1 1 SECURITY - AREA B

170-TS403 LV1 1 SECURITY - AREA C

170-TS404 LV1 1 SECURITY - AREA D

170-TS405 LV1 1 SECURITY - AREA E

170-TS406 LV1 1 SECURITY - AREA F

170-TS407 LV1 1 SECURITY - AREA G

170-TS408 LV1 1 SECURITY - AREA H

DRAWING LIST

SHEET NO. DRAWING NAME

80-A401 INTERIOR ELEVATIONS - MILLWORK

80-A420 MILLWORK DETAILS

80-A504 TYPICAL FIRE PENETRATIONS DETAILS

80-A601 ROOM FINISH SCHEDULE

80-A602 DOOR SCHEDULE

80-A700 PIPING COLOR LEGEND

120FA001 FIRE ALARM-MASS NOTIFICATION NOTES AND SYMBOLS

120FA002 FIRE ALARM RISER DIAGRAM

120FA003 FIRE ALARM SEQUENCE OF OPERATIONS

120FA101 FIRE ALARM-MASS NOTIFICATION REQUREMENTS PLAN

120FA102 FIRE ALARM - INTERIOR MASS NOTIFICATION DEMOLITION PLAN -

AREA A

120FA103 FIRE ALARM - INTERIOR MASS NOTIFICATION DEMOLITION PLAN -

AREA B

120FA104 FIRE ALARM - INTERIOR MASS NOTIFICATION DEMOLITION PLAN -

AREA E

120FA105 FIRE ALARM - INTERIOR MASS NOTIFICATION DEMOLITION PLAN -

AREA D

120FD101 AREA A FIRE PROTECTION DEMOLITION PLAN

120FD102 AREA B FIRE PROTECTION DEMOLITION PLAN

120FD103 AREA D FIRE PROTECTION DEMOLITION PLAN

120FD104 AREA E FIRE PROTECTION DEMOLITION PLAN

120FP001 FIRE PROTECTION GENERAL NOTES

120FP101 FIRE PROTECTION HAZARD CLASSIFICATIONS PLAN

120FP102 AREA A FIRE PROTECTION INSTALLATION PLAN

120FP103 AREA B FIRE PROTECTION INSTALLATION PLAN

120FP104 AREA D FIRE PROTECTION INSTALLATION PLAN

120FP105 AREA E FIRE PROTECTION INSTALLATION PLAN

120FP501 FIRE PROTECTION DETAILS

130-P001 B125 - PLUMBING NOTES & LEGEND

130-P101 B125 - LVL 1 DEMO PLAN - OVERALL

130-P102 B125 - LVL 1 DEMO PLAN - AREA A

130-P103 B125 - LVL1 DEMO PLAN - AREA B

130-P105 B125 - LVL 1 DEMO PLAN - AREA D

130-P106 B125 - LVL 1 DEMO PLAN - AREA E

130-P110 B125 - LVL 1 PLUMBING PLAN - OVERALL

130-P111 B125 - LVL 1 PLUMBING PLAN - AREA A

130-P112 B125 - LVL 1 PLUMBING PLAN - AREA B

130-P114 B125 - LVL 1 PLUMBING PLAN - AREA D

130-P115 B125 - LVL 1 PLUMBING PLAN - AREA E

130-P601 B125 - PLUMBING SCHEDULES

130-P902 B125 - PLUMBING 3D VIEWS, SECTIONS, AND SCHEDULES

150-H001 B125 - HVAC NOTES & LEGEND

150-H100 B125 - ROOF DEMO PLAN - OVERALL

150-H101 B125 - LVL 1 DEMO PLAN - OVERALL

150-H102 B125 - LVL 1 DEMO PLAN - AREA A

150-H103 B125 - LVL 1 DEMO PLAN - AREA B

150-H105 B125 - LVL 1 DEMO PLAN - AREA D

150-H106 B125 - LVL 1 DEMO PLAN - AREA E

150-H107 B125 - MEZZ DEMO PLAN - AREA A

150-H108 B125 - MEZZ DEMO PLAN - AREA D

150-H110 B125 - LVL1 HVAC PLAN - OVERALL

150-H111 B125 - LVL 1 HVAC PLAN - AREA A

150-H112 B125 - LVL 1 HVAC PLAN - AREA B

150-H114 B125 - LVL 1 HVAC PLAN - AREA D

150-H115 B125 - LVL 1 HVAC PLAN - AREA E

DRAWING LIST

SHEET NO. DRAWING NAME

00-G001 PROJECT COVERSHEET

10-G100 LIFE SAFETY INFORMATION

50-C001 BUILDING 125 RENOVATIONS EXISTING CONDITIONS PLAN

50-C002 BUILDING 125 RENOVATIONS CONSTRUCTION TRAFFIC PLAN

50-C100 BUILDING 125 RENOVATIONS LEGENDS & NOTES

50-C101 BUILDING 125 RENOVATIONS OVERALL SITE PLAN

50-C102 BUILDING 125 RENOVATIONS ENLARGED SITE PLAN

50-C103 BUILDING 125 RENOVATIONS ENLARGED GRADING PLAN

50-C500 BUILDING 125 RENOVATIONS ENLARGED ADA RAMP PLANS

50-C501 BUILDING 125 RENOVATIONS CIVIL DETAILS

70-S001 B125 - STRUCTURAL NOTES AND CODE INFORMATION

70-S002 B125 - SPECIAL INSPECTIONS

70-S003 B125 - GEOTECH REPORT - 1 OF 2

70-S004 B125 - GEOTECH REPORT - 2 OF 2

70-S101 B125 - SLAB DEMO AND REPAIR DETAILS

70-S900 B125 - MISCELLANEOUS STRUCTURAL DETAILS

70-S901 BID OPTION CANOPY DETAILS

80-A000 3D PERSPECTIVES

80-A001 EQUIPMENT PROCESS LAYOUT PLAN

80-A002 BUILDING CODE INFORMATION (1 OF 2)

80-A003 BUILDING CODE INFORMATION (2 OF 2)

80-A005 TYPICAL INTERIOR WALL TYPES INDEX

80-A006 TYPICAL MOUNTING HEIGHTS AND SIGNAGE DETAILS

80-A100 DEMO PLAN - OVERALL

80-A101 ENLARGED DEMO PLAN - AREA A

80-A102 ENLARGED DEMO PLAN - AREA B

80-A104 ENLARGED DEMO PLAN - AREA D

80-A105 ENLARGED DEMO PLAN - AREA E

80-A108 MEZZANINE DEMO PLAN - AREA A

80-A110 MEZZANINE DEMO PLAN - AREA D

80-A111 LVL 1 - NEW WORK PLAN - OVERALL

80-A112 LVL 1 - NEW WORK PLAN - AREA A

80-A113 LVL 1 - NEW WORK PLAN - AREA B

80-A115 LVL 1 - NEW WORK PLAN - AREA D

80-A116 LVL 1 - NEW WORK PLAN - AREA E

80-A130 ROOF PLAN - OVERALL

80-A140 FINISH FLOOR PLAN - OVERALL

80-A141 FINISH FLOOR PLAN - AREA A

80-A142 FINISH FLOOR PLAN - AREA B

80-A144 FINISH FLOOR PLAN - AREA D

80-A150 DOOR PLAN - OVERALL

80-A151 DOOR PLAN - AREA A

80-A152 DOOR PLAN - AREA B

80-A154 DOOR PLAN - AREA D

80-A155 DOOR PLAN - AREA E

80-A160 REFLECTED CEILING PLAN - OVERALL

80-A161 REFLECTED CEILING PLAN - AREA A

80-A162 REFLECTED CEILING PLAN - AREA B

80-A164 REFLECTED CEILING PLAN - AREA D

80-A165 REFLECTED CEILING PLAN - AREA E

80-A170 INTERIOR SIGNAGE PLAN

80-A201 EXTERIOR ELEVATIONS

80-A202 EXTERIOR ELEVATIONS

80-A203 EXTERIOR ELEVATIONS

80-A301 BUILDING SECTIONS

80-A303 WALL SECTIONS

USACE - WVA MORTAR FACILITY

BUILDING 125 RENOVATIONS

125 8th St Watervliet, NY 12189

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ADMIN ROOM

EXIST. MECH. ROOM

RECEIVING (EXPANSION)

UTILITIES / FIRE SUPPRESSION

MANUFACTURING SHOP AREA

109OFFICE AREA

SECURITY OFFICE

CORRIDOR

MOMS RM

EXIST. VEST.

IDF1b

143b

EXIST. ELEC. ROOM

OFFICE

ENTRY

VESTIBULE

RECEIVING

IDF1a

143a

IDF1c

143c

IDF2c

144c

IDF2b

144b

IDF2a

144a

ETR FIRE DEPARTMENT

CONNECTION

124 FT

300 FT

42 PEOPLE

ACTUAL: 88 FT

ALLOWABLE: 300 FT

200 PEOPLE

ACTUAL: 82 FT

ALLOWABLE: 250 FT

ACTUAL: 253 FT

ALLOWABLE: 400 FT

42 PEOPLE

55 PEOPLE

18 PEOPLE

12 PEOPLE

ACTUAL: 153 FT

ALLOWABLE: 400 FT

8 PEOPLE

ACTUAL: 161 FT

ALLOWABLE: 300 FT

ACTUAL: 282 FT

ALLOWABLE: 400 FT

12 PEOPLE

F-2 OCC

OL: 36

F-2 OCC

OL: 4

U OCC

OL:2

U OCC

OL: 4

B OCC

OL: 1

B OCC

OL: 1

B OCC

UNOCCUPIED

B OCC

OL: 15

B OCC

OL: 68

B OCC

UNOCCUPIED

U OCC

OL: 4

F T

1 HR BARRIER

AREA NOT IN SCOPE

GROUP F-2 OCCUPANCY

GROSS AREA 36,140 SF

PROJECT GROSS AREA TO

BE RENOVATED =

45,210 SF

GROSS AREA

GROUP B OCCUPANCY

GROSS AREA 9,070 SF

BUILDING GROSS AREA = 120,340 SF

1. CODE REGULATIONS / REFERENCES

A. IBC INTERNATIONAL BUILDING CODE (FOR TYPE OF CONSTRUCTION, SEPARATION

BETWEEN BUILDINGS, AREA & HEIGHT) 2021

B. NFPA 101 LIFE SAFETY CODE (OCCUPANCY SEPARATION, EGRESS AND LIFE SAFETY,

PARTITIONS) 2021

C. NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2022

D. NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS.

E. ABA ARCHITECTURAL BARRIERS ACT

2. OCCUPANCY USE GROUP

A. FACILITY WILL BE A MIXED USE OCCUPANCY, INDUSTRIAL, ASSEMBLY, BUSINESS AS

FOLLOWS:

B. INTERNATIONAL BUILDING CODE -SECTION 306 FACTORY GROUP F-2 / LOW-HAZARD

C. INTERNATIONAL BUILDING CODE - SECTION 303 ASSEMBLY GROUP A-3

D. INTERNATIONAL BUILDING CODE - SECTION 304 BUSINESS GROUP B

E. INTERNATIONAL BUILDING CODE - SECTION 306 FACTORY GROUP F-1 / MODERATE-

HAZARD

F. NFPA 101 -3.3.196.8.1 SPECIAL PURPOSE INDUSTRIAL OCCUPANCY CHAPTER 40

G. NFPA 101 -ASSEMBLY OCCUPANCY CHAPTER 12

H. NFPA 101 -BUSINESS OCCUPANCY CHAPTER 38

3. TYPE OF CONSTRUCTION

A. INTERNATIONAL BUILDING CODE -CHAPTER 6, SECTION 601 TABLE 601 - CONSTRUCTION

TYPE II-B

4. BUILDING SEPARATION

A. INTERNATIONAL BUILDING CODE - TABLE 602 - FIRE RESISTANCE RATING REQUIREMENTS

FOR EXTERIOR WALL BASED ON FIRE SEPARATION DISTANCE. SEPARATION TO OTHER

BUILDINGS EXCEEDS 10 FEET – EXTERIOR WALLS ARE NOT FIRE RATED FOR THIS

CONSTRUCTION TYPE.

5. ALLOWABLE BUILDING HEIGHT

A. INTERNATIONAL BUILDING CODE - SECTION 504, TABLE 504.3 & TABLE 504.4

B. MAX. BUILDING HEIGHT FOR GROUP F-2 OCCUPANCY, IN A FULLY SPRINKLERED FACILITY, OF TYPE II-B CONSTRUCTION SHALL BE LIMITED TO 4 STORIES AND/OR 75 FEET.

COMPLIES

C. INTERNATIONAL BUILDING CODE - SECTION 504, TABLE 504.3 & TABLE 504.4 MAX. BUILDING

HEIGHT FOR GROUP A-3 OCCUPANCY, IN A FULLY SPRINKLERED FACILITY, OF TYPE II-B

CONSTRUCTION SHALL BE LIMITED TO 3 STORIES AND/OR 75 FEET. COMPLIES

D. INTERNATIONAL BUILDING CODE - SECTION 504, TABLE 504.3 & TABLE 504.4 MAX. BUILDING

HEIGHT FOR GROUP B OCCUPANCY, IN A FULLY SPRINKLERED FACILITY, OF TYPE II-B

CONSTRUCTION SHALL BE LIMITED TO 4 STORIES AND/OR 75 FEET. COMPLIES

E. INTERNATIONAL BUILDING CODE - SECTION 504, TABLE 504.3 & TABLE 504.4 MAX. BUILDING

HEIGHT FOR GROUP F-1 OCCUPANCY, IN A FULLY SPRINKLERED FACILITY, OF TYPE II-B

CONSTRUCTION SHALL BE LIMITED TO 3 STORIES AND/OR 75 FEET. COMPLIES

6. ALLOWABLE FLOOR AREA

A. INTERNATIONAL BUILDING CODE - SECTION 506 & TABLE 506.2

B. INTERNATIONAL EXISTING BUILDING CODE - TABLE 1011.5

C. GROUP F-2, GROUP B, GROUP A-3, GROUP F-1 OCCUPANCY - WHERE A CHANGE OF

OCCUPANCY CLASSIFICATION IS MADE TO AN EQUAL OR LESSER HAZARD CATEGORY AS

SHOWN IN IEBC TABLE 1011.5, HEIGHT AND AREA OF EXISTING BUILDINGS SHALL BE

DEEMED ACCEPTABLE. COMPLIES.

D. DESIGN PROVIDES A SINGLE STRUCTURE AS A ONE STORY FACILITY WITH A MAXIMUM

GROSS AREA OF 120,340 SQUARE FEET. COMPLIES

CODE REGULATIONS / REFERENCES

7. OCCUPANCY SEPARATION

A. IBC INTERNATIONAL BUILDING CODE SEPARATION OF OCCUPANCIES TABLE 508.4

B. SEPARATION BETWEEN F-2 & F-1/B OCCUPANCY - 1 HOUR

C. NFPA 101 - LIFE SAFETY CODE SEPARATION OF OCCUPANCIES TABLE 6.1.14.4.1

D. SEPARATION BETWEEN BUSINESS & INDUSTRIAL OCCUPANCY - 2-HOURS, WHICH IS

PERMITTED TO BE REDUCED BY 1 HOUR WHERE THE BUILDING IS PROVIDED AUTOMATIC

SPRINKLER SYSTEM THROUGHOUT. MINIMUM REQUIRED ONE HOUR.

E. MECHANICAL ROOMS ARE ASSUMED TO REQUIRE 1 HOUR SEPARATION AS INDICATED.

F. ROOM CONTAINING PAINT SPRAY BOOTH SHALL BE SEPARATE FROM THE REMAINDER

OF THE FACILITY BY CONSTRUCTION WITH A FIRE-RESISTANCE RATING OF NOT LESS

THAN ONE HOUR.

8. EGRESS TRAVEL DISTANCE

A. NFPA 101 - LIFE SAFETY CODE 39.2.6 EXISTING BUSINESS OCCUPANCY IN SPRINKLERED

FACILITY = 300 FEET MAX. COMPLIES

B. NFPA 101 - LIFE SAFETY CODE TABLE 40.2.6.1 SPECIAL PURPOSE INDUSTRIAL

OCCUPANCY IN SPRINKLERED FACILITY = 400 FEET MAX. COMPLIES

9. INTERIOR FINISHES

A. NFPA 101 - LIFE SAFETY CODE SECTION 38.3.3 FINISHES THROUGHOUT WILL BE

SPECIFIED AS CLASS A OR B.

10. ARRANGEMENT OF MEANS OF EGRESS

A. NFPA 101 - LIFE SAFETY CODE EXISTING BUSINESS OCCUPANCY 39.2.5

B. MAX. COMMON PATH OF TRAVEL 100 FT. COMPLIES

C. MAX. DEAD END CORRIDOR MAX 50 FT. COMPLIES

D. NFPA 101 - LIFE SAFETY CODE INDUSTRIAL OCCUPANCY PER TABLE 40.2.5.1

E. MAX. COMMON PATH OF TRAVEL 100 FT. COMPLIES

F. MAX. DEAD END CORRIDOR MAX 50 FT. COMPLIES

11. FIRE EXTINGUISHERS

A. PER NFPA 101 - LIFE SAFETY CODE

B. PER NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2022 EDITION

12. SPRINKLER SYSTEM

A. EXISTING FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING TO BE MODIFIED.

US Army Corps of Engineers ®

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THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND

SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER

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THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND

SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER

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N1416519.33

E703836.52

68.70'+ 68.25 x x x x x x x x xxx x x x x x x x x x x x x x x x x x x

T x x

ASPHALT PARKING LOT

NC. CURB

EX CONC. CURB

CONC. CURB

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THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF

SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED,

THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND

SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER

WARNING - IT IS A VIOLATION OF NEW YORK EDUCATION LAW,

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SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED,

THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND

SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER

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THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND

SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER

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NEW YORK LAW, SECTION 7209.2.

THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF

SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED,

THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND

SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER

WARNING - IT IS A VIOLATION OF NEW YORK EDUCATION LAW,

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RAMP PLANS

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N 1416630.44 E 704145.58 EL: 70.12'

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N 1416624.65 E 704142.78 EL: TC 70.12'

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N 1416622.52 E 704148.41 EL: EX. ASPHALT

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SAWCUT & REMOVE EX. ASPHALT. REPLACE AFTER CONCRETE COMPLETE

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N 1416645.56 E 704093.34 EL: TC 69.65' BC EXISTING

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N 1416657.29 E 704064.81 EL: 68.80' (EX ASPH)

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NEW YORK LAW, SECTION 7209.2.

THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF

SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED,

THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND

SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER

WARNING - IT IS A VIOLATION OF NEW YORK EDUCATION LAW,

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LEGAL ENTITY:

ARCADIS U.S., INC. 70-S001

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BACKCHECK SET

CAST-IN-PLACE CONCRETE:

1. CAST IN PLACE CONCRETE WORK SHALL CONFORM TO ACI 318 AND REFERENCED STANDARDS.

2. COMPRESSIVE STRENGTH OF CONCRETE IN 28 DAYS: 4500 PSI. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45 BY WEIGHT. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MAXIMUM UNIT WEIGHT OF 150 POUNDS PER CUBIC

FOOT UNLESS OTHERWISE NOTED.

3. REINFORCING BARS: ASTM A615 - GRADE 60. ASTM A706 - GRADE 60 FOR BARS TO BE WELDED. BAR SIZES ARE

SHOWN IN INCH-POUND SIZES, EG. #4.

4. WELDED WIRE FABRIC: ASTM A185 OR ASTM A82 FOR SMOOTH STEEL WIRE

5. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1-1/2 HOURS AFTER WATER HAS BEEN ADDED TO THE

CEMENT AND AGGREGATES.

6. ALL SLAB ON GRADE REINFORCING SHALL BE CHAIRED TO ITS PROPER HEIGHT AND MAINTAINED AT THE PROPER LEVEL THROUGHOUT THE CONCRETE PLACING OPERATION. LIFTING OF WELDED WIRED FABRIC WITH A HOOK

DURING CONCRETE PLACEMENT SHALL NOT BE PERMITTED.

7. PROVIDE 3/4" CHAMFER FOR EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE NOTED.

8. REINFORCING BAR LAP SPLICES AND TENSION DEVELOPMENT LENGTHS SHALL CONFORM WITH THE TABLE SHOWN

ON THIS SHEET.

9. BEND ALL HORIZONTAL FOUNDATION WALL BARS AROUND ALL CORNERS UNLESS OTHERWISE NOTED.

10. ALL PIPE / CONDUIT PENETRATIONS SHALL BE SLEEVED TO PROVIDE A MINIMUM 1/2" GAP SURROUNDING THE PIPE;

GAP SHALL BE SEALED W/ FLEXIBLE JOINT SEALANT OR FIREPROOFING AS REQUIRED. COORDINATE LOCATIONS OF

PENETRATIONS W/ OTHER DISCIPLINES.

TENSION DEVELOPMENT AND SPLICE LENGTHS

BAR

SIZE

DEVELOPMENT STANDARD 90 DEG HOOK

19"

25"

31"

37"

54"

62"

70"

79"

92"

1. STRAIGHT DEVELOPMENT AND CLASS 'B' SPLICE LENGTHS SHOWN IN ABOVE TABLE ARE BASED ON UNCOATED BARS ASSUMING CENTER-TO-CENTER BAR SPACING >3*db WITHOUT TIES OR STIRRUPS OR >=2 *db WITH TIES OR STIRRUPS, AND BAR CLEAR COVER >=1*db. NORMAL WEIGHT CONCRETE AND NO

TRANSVERSE REINFORCING ARE BOTH ASSUMED.

2. STANDARD 90 DEGREE HOOK EMBEDMENT LENGTHS ARE BASED ON BAR SIDE COVER >=2.5" AND BAR END

COVER >=2" WITHOUT TIES AROUND HOOK.

3. ALL TABLE VALUES ARE BASED ON CONCRETE WITH A COMPRESSIVE STRENGTH OF 4500 PSI AND A

REINFORCEMENT YIELD STRENGTH OF 60 KSI.

4. IF THE SPLICE/LAP CONDITION DOES NOT CONFORM TO THE ASSUMPTIONS ABOVE, THE REQUIREMENTS

OF ACI 318 SHALL BE CALCULATED FOR THE SPECIFIC CONDITION.

5. WHERE SPLICES ARE BETWEEN BARS OF DIFFERENT SIZES, THE SPLICE LENGTH SHALL BE BASED ON THE

SMALLER BAR SIZE.

FOUNDATIONS:

1. REFERENCE THE GEOTECHNICAL ENGINEER'S REPORT BY TERRACON CONSULTANTS - NY, INC., DATED JANUARY 13, 2022 FOR THIS SITE FOR INFORMATION RELATING TO THE EXISTING SUBSURFACE SOIL CONDITIONS. THE CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER REGARDING SITE AND FOUNDATION

PREPARATIONS.

2. ALLOWABLE SOIL BEARING CAPACITY (CONVENTIONAL PREPARATION) = 2,000 PSF

3. ALLOWABLE SOIL BEARING CAPACITY (BEDROCK) = 5,000 PSF

4. CONCRETE EQUIPMENT FOUNDATIONS SHALL BEAR ON A MINIMUM 12 INCH THICK LAYER OF SUBBASE STONE (NYSDOT TYPE 2) WHICH IS PLACED ON SUITABLY PREPARED SUBGRADES PER THE GEOTECHNICAL REPORT.

5. IF SHALLOW BEDROCK IS ENCOUNTERED BELOW PROPOSED EQUIPMENT FOOTPRINTS, THE FOUNDATIONS MAY BEAR DIRECTLY ON WEATHERED BEDROCK. ALL LOOSE OR DAMAGED BEDROCK SHALL BE REMOVED TO PROVIDE A FLAT

SURFACE TO RECEIVE FOUNDATIONS.

6. FOUNDATION SUBGRADES SHALL BE PROOF-COMPACTED USING A MECHANICAL OR LARGE REVERSIBLE PLATE TAMPER TO DENSIFY THE SOILS LOOSENED BY THE EXCAVATION PROCESS UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. IF GROUNDWATER SEEPAGE IS ENCOUNTERED, PROOF-COMPACTING SHALL BE HALTED AND A MINIMUM SIX-INCH THICK PASE OF CLEAN CRUSHED STONE PLACED OVER A GEOTEXTILE FABRIC SHALL BE PROVIDED.

7. EXCAVATED ONSITE SOIL (NON-BEDROCK) MATERIALS MAY BE USED FOR BACKFILL IF APPROVED BY THE GEOTECHNICAL ENGINEER. ANY EXCESSIVELY SILTY OR CLAYEY MATERIAL, ORGANICS, OVERSIZED PARTICLES, OR UNSUITABLE

FOREIGN MATTER SHALL BE SEPARATED AND REMOVED FROM THE SITE.

8. NEW FILL OR BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 8 INCHES THICK FOR HAND OPERATED COMPACTION EQUIPMENT, OR UP TO 12 INCHES THICK WHEN HEAVY VIBRATORY COMPACTION EQUIPMENT IS USED. EACH LIFT SHALL BE COMPACTED TO NO LESS THAN 95 PERCENT OF ITS MAXIMUM DRY DENSITY AS DETERMINED

BY THE MODIFIED PROCTOR COMPACTION TEST (ASTM D1557)

9. FLOOR SLABS SHALL BE CAST ON STRUCTURAL FILL MEETING THE COMPOSITION AND COMPACTION CRITERIA

DESCRIBED ABOVE. INSTALL A 10MIL VAPOR RETARDER ABOVE THE COMPACTED SUBGRADE.

DESIGN AND CODE INFORMATION

1. ALL NEW CONSTRUCTION SHALL CONFORM TO THE 2020 BUILDING CODE OF NEW YORK

STATE (BASED ON THE 2018 INTERNATIONAL BUILDING CODE) AND UFC 3-301-01.

2. RISK CATEGORY: III

3. LIVE LOAD: SLAB-ON-GRADE FLOORS - 125 PSF

EGRESS PATHS - 100 PSF

4. ROOF LIVE LOAD (EXISTING): 20 PSF

5. SNOW LOAD (EXISTING): GROUND SNOW LOAD (Pg) - 40 PSF SNOW IMPORTANCE FACTOR (Is) - 1.1

6. WIND LOAD:

ULTIMATE WIND SPEED 120 MPH (MWFRS)

NOMINAL WIND SPEED 93 MPH

WIND LOAD IMPORTANT FACTOR (Iw) 1.0

WIND EXPOSURE FACTOR C

WIND TOPOGRAPHIC FACTOR 1.0

INTERNAL PRESSURE COEFFICIENT +/- 0.18

7. SEISMIC (LATERAL LOAD PROCEDURE - EQUIVALENT FORCE)

SEISMIC DESIGN CATEGORY A

SEISMIC IMPORTANCE FACTOR (Ie) 1.25

SPECTRAL RESPONSE COEFFICIENTS

S(s) - 0.199g S(ds) - 0.172 S(1) - 0.061g S(d1) - 0.061

SITE CLASS C

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

RESPONSE FACTORS

SEISMIC DEMANDS ON NON-STRUCTURAL COMPONENTS, ASCE 7-16

SECTIONS 15.4 & 15.7

8. FOUNDATION DESIGN: 2,000 PSF ALLOWABLE BEARING PRESSURE

NOTE:

EXISTING CONSTRUCTION DESIGNED TO CODES IN EFFECT AT THE TIME OF WORK.

NEW CONSTRUCTION (REPLACEMENT DOORS AND WINDOWS, PROPOSED EQUIPMENT

FOUNDATIONS, ETC.) SHALL BE DESIGNED TO THE DESIGN CODES LISTED ABOVE.

CONCRETE PROTECTION FOR REINFORCEMENT (UNO)

CONCRETE CAST AGAINST EARTH (PERMANENT)

SLAB-ON-GRADE (TOP/INTERIOR SURFACE)

1-1/2"

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC "MANUAL OF STEEL

CONSTRUCTION, 15TH EDITION".

2. ALL STEEL CONNECTIONS NOT DETAILED SHALL BE DESIGNED BY THE STEEL FABRICATOR. IF NO CONNECTION LOAD IS INDICATED, THEN CONNECTION SHALL BE DESIGNED TO SUPPORT 1/2 OF THE TOTAL

UNIFORM LOAD CAPACITY PER AISC.

3. BOLTED STRUCTURAL CONNECTIONS SHALL HAVE A MINIMUM BOLT DIAMETER OF 3/4". WELDED STRUCTURAL

CONNECTIONS SHALL HAVE A MINIMUM LEG THICKNESS OF 1/4". (UNLESS NOTED OTHERWISE)

4. ALL WELDING SHALL BE DONE BY WELDERS CURRENTLY CERTIFIED BY THE AMERICAN WELDING SOCIETY (AWS) AS HAVING PASSED AWS QUALIFICATION TESTS FOR THE TYPE OF WELDING THEY ARE TO PERFORM.

ALL WELDERS SHALL USE E70XX ELECTRODES AND SHALL CONFORM TO AWS STANDARDS.

5. ALL W-SHAPES, COLUMN BASE PLATES, AND WALL GIRT CHANNELS SHALL BE ASTM A992 OR A572 GRADE 50.

ALL HSS-SHAPES SHALL BE ASTM A1085 WITH A YIELD STRENGTH OF 50 KSI. ALL OTHER PLATES, ANGLES, AND

MISCELLANEOUS STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE.

6. ANCHORS BOLTS SHALL CONFORM TO ASTM F1554, GRADE 36 UNLESS OTHERWISE NOTED. HEAVY HEX NUTS

SHALL CONFORM TO ASTM A563A.

TOP BAR OTHER BAR

15"

19"

24"

29"

42"

48"

54"

61"

81"

CLASS 'B' SPLICE

24"

32"

40"

48"

70"

80"

91"

102"

113"

TOP BAR OTHER BAR

19"

25"

31"

37"

54"

62"

70"

79"

87"

10"

12"

14"

15"

17"

19"

EMBED LEG LENGTH

10"

12"

14"

16"

19"

22"

24"

BEND DIA

2.25"

3.75"

4.5"

5.25"

9.5"

10.75"

12"

#10

#11

CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND 2"

GENERAL NOTES:

1. QUALITY OF CONSTRUCTION REQUIRED, PERFORMANCE LEVELS OF WORKMANSHIP, MANUFACTURING AND INDUSTRY STANDARDS, STRENGTH OF PHYSICAL REQUIREMENTS OF MATERIALS, CONFORMANCE TO CODES AND REGULATIONS, GUARANTEES AND OTHER PROJECT REQUIREMENTS ARE SPECIFIED IN THE PROJECT SPECIFICAITONS.

2. PERORM ALL WORK IN COORDINATION WITH ALL DRAWINGS INCLUDING OTHER DISCIPLINES. IN EVENT OF A DISCREPANCY, CONTACT DESIGNER OF RECORD AND OBTAIN WRITTEN RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.

3. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE SITE AND ANY REQUIRED SHORING OF ALL STRUCTURAL MEMBERS WITHIN THE

PROJECT SCOPE DURING ALL PHASES OF WORK.

4. VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY DESIGNER OF RECORD OF ANY CONDITIONS WHICH DO NOT

COMPLY WITH PLANS OR SPECIFICATIONS.

METAL DECK CONCRETE TOPPING (TOP SURFACE) 3/4"

ADHESIVE ANCHORS:

1. INJECTABLE TWO-COMPONENT EPOXY ADHESIVE

2. ADHESIVE ANCHORAGE SYSTEM SHALL BE SEISMIC QUALIFIED PER IBC WITH

CURRENT ICC-ES ESR REPORT.

3. ALL EXTERIOR ANCHORS SHALL BE STAINLESS STEEL, UNLESS OTHERWISE

NOTED.

4. ALL INTERIOR ANCHORS SHALL BE GALVANIZED STEEL, UNLESS OTHERWISE

NOTED.

5. ADHESIVES SHALL HAVE MINIMUM DESIGN BOND STRENTH AS FOLLOWS:

UNCRACKED CONCRETE: CRACKED CONCRETE:

#3 1300 PSI 700 PSI

#4 1200 PSI 560 PSI

#5 1150 PSI 490 PSI

#6 1050 PSI 460 PSI

STRUCTURAL - ASD C&C WIND PRESSURE SUMMARY (DOORS & WINDOWS)

a = 12.0FT, POSITIVE = TOWARD SURFACE

SURFACE 10SF (PSF) 20SF (PSF) 50SF (PSF) 100SF (PSF) 500SF (PSF)

WALL - NEG 4 -36.0 -34.5 -32.6 -31.1 -27.7

WALL - NEG 5 -44.3 -41.4 -37.5 -34.5 -27.7

WALL - POSITIVE 4&5 33.2 31.8 29.8 28.3 24.9

NOTES:

1. ALL VALUES ARE FACTORED PRESSURES (1.0W) IN UNITS OF POUNDS

PER SQUARE FOOT.

2. WIND ZONES REFERENCE ASCE 7 CHAPTER 30 FIGURES.

3. POSITVE = TOWARDS SURFACE.

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1. INSPECTION OF REINFORCING STEEL AND PLACEMENT.

3. INSPECT ANCHOR BOLTS TO BE INSTALLED IN CONCRETE

PRIOR TO PLACEMENT OF CONCRETE

5. VERIFY USE OF REQUIRED DESIGN MIX.

VERIFICATION AND INSPECTION

6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE CONCRETE.

7. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION

TECHNIQUES.

9. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF

THE CONCRETE MEMBER BEING FORMED.

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE

DESIGN BEARING CAPACITY.

C P

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.

4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.

VERIFICATION AND INSPECTION

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND

VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

REQUIRED VERIFICATION AND INSPECTION OF SOILS

C P

2. INSPECTION OF REINFORCING STEEL WELDING

4. INSPECTION OF ANCHORS INSTALLED IN HARDENED

CONCRETE.

8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

STRUCTURAL ABBREVIATIONS:

B/ X - BOTTOM OF OBJECT X

BOT - BOTTOM

BRG - BEARING

BTWN - BETWEEN

C/C - CENTER-TO-CENTER

C&C - COMPONENTS AND CLADDING

CMU - CONCRETE MASONRY UNIT

CIP - CAST IN PLACE

CJ - CONTROL JOINT

CONC - CONCRETE

CONT - CONTINUOUS

CTR - CENTER

DEG - DEGREE

EA - EACH

EW - EACH WAY

GALV - GALVANIZED

LLV - LONG LEG VERTICAL

LLH - LONG LEG HORIZONTAL

MWFRS - MAIN WIND FORCE RESISTING SYSTEM

OC - ON CENTER

REINF - REINFORCING STEEL

SOG - SLAB-ON-GRADE

SPA - SPACING

STD - STD

T/ X - TOP OF OBJECT X

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VERT - VERTICAL

W/ - WITH

WS - WATERSTOP

SPECIAL INSPECTIONS:

1. SPECIAL INSPECTIONS ARE REQUIRED PER UFGS REQUIREMENTS,

INCLUDING SPECIFICATION 01 45 35, AND NYS BC 1705. ALL THIRD

PART SPECIAL INSPECTORS SHALL REQUIRE AN INSPECTION

REPORT PER NYS BC 1704.2.4. REPORT SHALL BE PROVIDED TO

THE GOVERNMENT AND DESIGNER OF RECORD UPON

COMPLETION OF THE REPORT.

2. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN

INDEPENDENT THIRD PARTY AND DO NOT TAKE THE PLACE OF

CONTROL INSPECTIONS TO BE PERFORMED BY THE

CONTRACTOR'S QC MANAGER OR ANY TESTING AND INSPECTIONS

REQUIRED BY OTHER SECTIONS OF THE DESIGN DOCUMENTS.

3. CONTRACTOR SHALL COORDINATE WITH DESIGNER OF RECORD

AND USACE AS REQUIRED TO FACILITATE ALL REQUIRED

INSPECTIONS. CONTRACTOR SHALL PROVIDE NOTIFICATION 14

DAYS PRIOR TO CONSTRUCTION OF ANY ITEM REQUIRING A

STRUCTURAL INSPECTION.

C = CONTINUOUS P = PERIODIC

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1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS, AND

WASHERS.

2. INSPECTION OF HIGH-STRENGTH BOLTING.

3. MATERIAL VERIFICATION OF STRUCTURAL STEEL.

4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS.

5. INSPECTION OF SINGLE-PASS FILLET WELDS ≤ 5/16"

VERIFICATION AND INSPECTION

REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION

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NOTE: GEOTECHNCIAL

INVESTIGATION AND

ASSOCIATED REPORT BY

TERRACON, PROVIDED FOR

INFORMATION ONLY.

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NOTE: GEOTECHNCIAL

INVESTIGATION AND

ASSOCIATED REPORT BY

TERRACON, PROVIDED FOR

INFORMATION ONLY.

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15 14 13 12 11 10 914.5 13.5 12.5 11.5 10.5 9.515.6

10' - 4" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

70-S101

D E

M O

232' - 6" SLAB DEMO

7' - 6" 12' - 6"

LIMITS OF FLOOR DEMO COVERED STEEL RAIL

(TO BE REMOVED IN

SLAB DEMO AREA)

70-S101 4

70-S101

LVL1

100' - 0"

4' - 10"

SLAB DEMO

12' - 0"

5" +/-

8' - 4" +/-

EMBEDDED L2X2

(TYP OF 2)

DEMO EMBEDDED

90# RAIL (TYP OF 2)

GAUGE

4' - 8 1/2"

REMOVE FLOORING

ONLY (SEE ARCH)

LVL1

100' - 0"

4' - 10" 12' - 0"

FLOWABLE FILL OVERPOUR AS REQUIREDVAPOR RETARDER

#5 @ 10" C/C

T&B EA WAY

#6 DOWELS @ 20" C/C W/ 5"

EMBED CENTERED IN SLAB

TYP AROUND PERIMETER

REPLACE FLOORING

(SEE ARCH)

LVL1

100' - 0"

1515.1 14.8

5 1/2" +/-

EXISTING

VESTIBULE

AREA

7' - 6" SLAB DEMOLITION AREA

EMBEDDED

RAILS

THICKENED SLAB

FOUNDATION

VESTIBLE WALL

FOUNDATION (DO

NOT DISTURB)

6' - 9 1/2" 8 1/2"

LVL1

100' - 0"

14.8

8 1/2"

EXISTING

VESTIBULE

AREA

VESTIBLE WALL

FOUNDATION (DO

NOT DISTURB)

SEE DETAIL 2, THIS SHEET,

FOR REPLACEMENT SLAB

REINFORCING

US Army Corps of Engineers ®

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SCALE: 1/16" = 1'-0"

ENLARGED SLAB DEMO AND REPAIR PLAN

SCALE: 1/4" = 1'-0"70-S101

1 TYPICAL FLOOR DEMO SECTION

SCALE: 1/4" = 1'-0"70-S101

2 TYPICAL FLOOR REPAIR SECTION

70-S101

VESTIBULE DEMO

SECTION

SLAB DEMO NOTES

1. SEE ARCH DRAWINGS FOR ADDITIONAL WALL AND FLOORING

DEMOLITION.

2. MINIMUM SLAB DEMOLITION SHOWN. ONCE FLOORING HAS BEEN

REMOVED, ADJACENT SLAB AREAS SHALL BE VISUALLY

EVALUATED TO CONFIRM THEY ARE IN ACCEPTABLE CONDITION

TO REMAIN.

NOTE: SEE SHEETS 80-A101 & 80-A102 FOR AREA A & B DEMO PLANS

70-S101

VESTIBULE REPAIR

SECTION

FOR EQUIPMENT

AS REQUIRED

E Q

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SECTION

#4 ADHESIVE DOWELS @

12" C/C W/ 4" EMBED

AROUND PAD PERIMETER

#4 @ 8" EACH WAY ADHESIVE ANCHORS

(SIZE AND LOCATION OF

ANCHORS BY EQUIPMENT

MANUFACTURER)

METAL DECK

& ROOFING

INSULATION

GYPSUM

CONCRETE

SLAB

6" METAL STUD +

GYPSUM (SEE ARCH)

DEFLECTION TRACK W/

CONCRETE SCREW

ANCHORS INTO

EXISTING GYPSUM

CONCRETE PLANKS

6" METAL STUD +

GYPSUM (SEE ARCH)

DEFLECTION TRACK W/

STEEL SCREW

ANCHORS INTO

STIFFENER PLATE

3" +/- METAL DECK

1/8" STIFFENER PLATE

W/ STEEL SCREW

ANCHORS INTO FLUTES

(TYP)

8" +/-

MIN (2) STEEL SCREW

FASTENERS INTO

FLUTES @ 2'-8" C/C MAX

EXISTING OPENING

(TO BE ENLARGED,

SEE MECH FOR

LOCATIONS & SIZES)

REMOVE

INTERMEDIATE

BEAMS ON TWO

SIZES ONLY

DO NOT DISTURB

PRIMARY BEAMS

W8x18

SEE CONNECTION

DETAIL, THIS SHEET

EXISTING OPENING DEMO PROPOSED OPENING FRAMING

VENTILATORS: 6'-0" CLEAR

EXHAUST FANS: 5' - 0 1/2" CLEAR

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VENTILATOR:

4'-5" +/-

V E

N T

T O

EXISTING

STEEL BEAM

L3X3X1/4"

5" LONG

3/16"

(2) 3/4" DIA BOLTS, PROVIDE

HORIZONTAL SHORT-

SLOTTED HOLES IN ANGLE

TO ALLOW FOR FIELD FIT-UP

(PROPOSED

BEAM NOT

SHOWN FOR

CLARITY)

NOTE: CLEAN SURFACE OF EXISTING

STEEL PRIOR TO FIELD WELDING.

AFTER INSTALLATION, PAINT EXISTING

STEEL PER SPECIFICATIONS

US Army Corps of Engineers ®

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ARCADIS U.S., INC. 70-S900

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EQUIPMENT PAD DETAIL

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

1 T/ WALL DETAIL 1

WALL ATTACHMENT NOTES

1. SEE ARCH DRAWINGS FOR WALL LOCACTIONS AND SECTIONS.

2. TYPICAL FULL-HEIGHT WALL (30-FT HEIGHT MAX) SHALL HAVE

ANCHORAGE DESIGNED FOR 75 POUND PER LINEAR FOOT

LATERAL LOAD (TYPICAL BOTH TOP AND BOTTOM). PROVIDE

FASTERS AT 2'-8" MAXIMUM SPACING.

3. SEE COLD-FORMED METAL FRAMING SPECIFICATION FOR

ADDITIONAL REQUIREMENTS.

ROOF OPENING FRAMING NOTES

1. SEE MECH DRAWINGS FOR ROOF OPENING LOCATIONS AND

SIZES. FINAL OPENING SIZES SHALL BE COORDINATED WITH

REVIEWED EQUIPMENT SHOP DRAWINGS.

2. SEE ARCH DRAWINGS FOR ROOFING AND FLASHING DETAILS AT

ROOF PENETRATIONS.

3. ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BEAR DIRECTLY

ON STRUCTURAL STEEL FRAMING OR SHALL INCLUDE A

MANUFACTURER PROVIDED CURB CAPABLE OF SUPPORTING

THE ROOFTOP EQUIPMENT LOADS AND DISTRIBUTING THEM TO

THE STEEL BEAMS.

4. ALL EXISTING STEEL DIMENSIONS AT ROOF OPENINGS TO BE

ENLARGED SHALL BE FIELD VERIFIED BY THE CONTRACTOR

PRIOR TO DEVELOPMENT OF SHOP DRAWINGS AND START OF

FABRICATION.

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

2 T/ WALL DETAIL 2

0' 1' 2' 0' 1' 2'

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

3 ROOF OPENING REINFORCING 4 CONNECTION DETAIL

(VARIES, SEE ARCH)

10'-0" MAX

W X

C8X11.5

HSS6X6X1/4" POST

(TYP OF 2)

70-S901

D E

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S P

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C8X11.5

1.5B20 ROOF DECK EXISTING DOOR (SEE ARCH)

(V A

S S

E E

A R

C H

M A

(VARIES, SEE ARCH)

10'-0" MAX

6"x6"x1/4" CAP

PLATE (TYP)

T/PIER TO MATCH

EXIST T/CONC

11"

HSS6X6X1/4"

1/4"

3/4" DIA SST

ADHESIVE

ANCHORS W/ 10"

EMBED

11X11X1/2"

BASE PLATE

1.5B ROOF DECK

5' - 0"

C8X11.5 C8X11.5

W8X15

1/4"

BASE PLATE (SEE

DETAIL 2, THIS

SHEET)

(L P

1'-8" DIAMETER

FOUDATION PIER

70-S901

1' - 8" DIA

(6) #5 VERT

#4 CLOSED TIES @ 12" C/C

W/ (2) @ 3" C/C AT TOP OF

FOUNDATION

ANCHORS (SEE

BASE PLATE DETAIL)

3/16"

L3X3X1/4" CLIP ANGLE

W/ (2) 3/4" DIA BOLTS

US Army Corps of Engineers ®

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

1 CANOPY FRAMING PLAN

NOTE: SEE DETAIL 10 / 80-A602 FOR ARCH ELEVATION & FLASHING DETAILS

70-S901

A CANOPY ELEVATION

2 BASE PLATE DETAIL

CANOPY NOTES

1. SEE SHEET S-001 FOR ADDITIONAL STRUCTURAL STEEL NOTES.

2. SEE CIVIL AND ARCH SHEETS FOR CANOPY LOCATIONS. FIELD

VERIFY LOCATIONS AND DIMENSIONS OF ALL EXISTING DOORS

TO RECEIVE CANOPIES.

3. SEE SHEET S-900 FOR TYPICAL STEEL CONNECTION DETAIL

(CANOPY DETAIL SIMILAR, SHORT SLOTTED HOLES SHALL NOT

BE PERMITTED)

4. CANOPY ROOF DECK SHALL BE 1.5B 20 GA, HOT-DIPPED

GALVANIZED.

5. ANCHOR DECK TO STEEL WITH ZINC COATED STEEL OR

STAINLESS STEEL MECHANICAL FASTENERS. FASTENERS SHALL

HAVE A MINIMUM FACTORED PULL-OUT STRENGTH OF 100 LBS

AND SHEAR STRENGTH OF 200 LBS.

6. PROVIDE 36/4 DECK ATTACHMENT PATTERN WITH A MINIMUM OF

3 SIDE LAP AND EDGE FASTENERS.

70-S901

B CANOPY SECTION

70-S901

C FOUNDATION DETAIL

TYPICAL

CONNECTION DETAIL

SHEET ID

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LEGAL ENTITY:

ARCADIS U.S., INC. 80-A000

P E

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D e s ig n e r

A u th o r

C h e c k e r

Is s u e D a te

BACKCHECK SET

SCALE:

INTERIOR PERSPECTIVE

M A

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AREA OF NO

WORK (N.I.C.)

AREA OF NO

WORK (N.I.C.)

AREA OF NO

WORK (N.I.C.)

S to ra g e R a c k

N E

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WV12572INDUST

LIQUID

CHILLER

HANSEN

1.5TIPIC

1.5HP

HYD UNIT

LIQUA PAC

CENTRIFUGE

SYSTEM

DONALDSON

RCS 15/30

ELEC CABINET

TABLE

HORIZ HONE

BARNES DRILL

#10 1 SP

CONSOL

C H

U C

K E

H Y D P R E S S

OI L GE A R

WV06343

W V

T I

L H

O R

C H

B U

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E T

WV12914

T A D H

W V

CHIP

BUCKET

CHIP

BUCKET

W V

C H

U C

K E

W V

P A

P E

R B

U C

K E

W V

CHIP

BUCKET

H O

O N

H O

N E

G E

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R A

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-1

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W V

CHIP

BUCKET

W V

CHIP

BUCKET

CHIP

BUCKET

F L O

F O

R M

W V

B a n d s a w C

B U

C K

E T

WIP

60mm

QC BENCH

WIP

Q C

B E

N C

D O

W N

D R

A F

T B

O O

T H

ENGINE LATHE

LEBLOND

2013 HEAVY DUTY WV11065

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WIP

81mm

C H

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WV12850

CHIP

BUCKET

W V

CHIP

BUCKET

WIP

120mm

GARBAGE

CAN

RECYCLING

CAN

GARBAGE

CAN

RECYCLING

CAN

G A

R B

A G

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A N

R E

C Y

C L

C A

C H

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G A

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A G

C A

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C Y

C L

C A

G A

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A G

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A N

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C Y

C L

C A

GARBAGE

CAN

RECYCLING

CAN

DOWN

DRAFT

BOOTH

C H

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G A

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A G

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A N

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C Y

C L

C A

G A

R B

A G

E C

A N

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C Y

C L

C A

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CHIPBLASTER

MIST COLLECTOR

AIR "IN "

C H

U C

K E

T U

R M

C H

E R

S U

P P

L Y

/R E

T U

R N

CHIPBLASTER

MIST COLLECTOR

AIR "IN "

WV12826

C H

U C

K E

CHIP

BUCKET

MUL TI -SP I N DL E D RI LL

E D L U N D

6 S PI ND LE

G R

U R

F A

C E

M a n u a l V e rtic a l

M ill

F L

A M

M A

B L

E C

A B

T F

L A

M M

A B

L E

C A

E T

W O

R K

B E

N C

WORKBENCH

72 X 30

W O

R K

B E

N C

WORKBENCH

72 X 30

W O

R K

B E

N C

WORKBENCH

72 X 30

WORKBENCH

72 X 30

W O

R K

B E

N C

W O

R K

B E

N C

W O

R K

B E

N C

W O

R K

B E

N C

W O

R K

B E

N C

WORKBENCH

72 X 30

WORKBENCH

72 X 30

WORKBENCH

72 X 30

C A

E T

C A

E T

C A

E T

C A

E T

C A

E T

C A

E T

G R

U R

F A

C E

M a n u a l V e rtic a l

M ill

WV12818

CHIP

BUCKET

W V

L itt le

P re s s

OP10

OP20

OP30

OP40

Out to

OP60

Heat Treat

OP70

OP80

OP90

OP95

OP100

OP110

Out to

OP120

Heat Treat

WIP

From

OP120

Heat Treat

WIP

From

OP60

Heat Treat

OP130

OP50

OP15

OP135

Muster

Area

P ro d u c t

B o a rd

/T V

WIP

OP140

OP210

OP190

OP150

OP160

OP180

OP200

OP220

OP225

OP230

m m

B a r

S to ck

'x4 m m

B a r S to ck

'x4 m m

B a r

S to ck

'x4 m m

B a r

S to ck

'x4 m m

B a r

S to ck

'x4 m m

B a r S to ck

'x4 m m

B a r

S to ck

'x4 m m

B a r

S to ck

'x4 m m

B a r

S to ck

'x4 m m

B a r S to ck

'x4

W V

2 4.61

2 9.41 66±0 .000

CHIP

BUCKET

OP20

OP30

OP40

OP50

OP70

OP60

OP80

OP81

OP90

OP100

OP110

OP120

OP130

OP50

OP40

OP30

OP20

D O

W N

D R

A F

T B

O O

T H

81mm Raw Stock

81mm

Bench

Area

'x8 m m B a r

S to c k

'x8 m m B a r

S to c k

'x8 m m B a r

S to c k

'x8 m m B a r

S to c k

'x8 m m B a r

S to c k

'x8 m m B a r

S to c k

'x8 m m B a r

S to c k

'x8 m m B a r

S to c k

T I

L H

O R

CHIP

BUCKET

OP70

OP80

OP90

OP35

Out to

OP60

WIP

From

OP60

Q C

B E

N C

H Y

D P

R E

S S

G E

A R

OP100

W O

R K

B E

N C

W O

R K

B E

N C

W O

R K

B E

N C

W O

R K

B E

N C

W O

R K

B E

N C

W O

R K

B E

N C

WORKBENCH

72 X 30

W O

R K

B E

N C

W O

R K

B E

N C

WORKBENCH

72 X 30

D O

W N

D R

A F

T B

O O

T H

120mm

Bench

Area

ONLY IF NEEDED BY ELEC

ENGINEER - SIZE AS

NEEDED FOR NEW ELECT

COMPONENTS

+1 7_

ADMIN

BR…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 25, 2023.