Sim Lab Bid DWG VOL 1 08-23-2021.pdf

Architecture Engineering Design-Build paradigm

ADDRESS SITE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

JOHN D

DINGELL VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

35% SCHEMATIC RESUBMIT 8-12-2016

35%

65% DESIGN DEVELOPMENT

8-17-2016 12-1-2017

95% CD 10-16-2020

35% SCHEMATIC 2-4-2016

BID DOCUMENTS 07-01-2021

JOHN D DINGELL VAMC

4646 JOHN R STREET

DETROIT, MI 48201

PROJECT 553-16-104

INSTALLATION OF SIMULATION LAB

U.S. Department of Veterans Affairs

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PROJECT SITE MAP

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PROJECT LOCATION MAP

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MEDICAL CENTER DIRECTOR

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ASSOCIATE MEDICAL CENTER DIRECTOR

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SAFETY AND OCCUPATIONAL HEALTH MANAGER

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ENERGY MANAGER

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DATE

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DATE

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SIGNATURE BLOCK

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ASSISTANT CHIEF, FMS

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DATE

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DATE

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DATE

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DATE

AutoCAD SHX Text 200 Envoy Circle Suite #201, Louisville, KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

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DRAWING INDEX

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GI001

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COVER SHEET

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JDM

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DML

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CHIEF, FACILITY MANAGEMENT SERVICES

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

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BID DOCUMENTS FOR CONSTRUCTION

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FULLY SPRINKLERED

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INSTALLATION OF SIMULATION LAB

AutoCAD SHX Text 553-16-104

AutoCAD SHX Text 07-01-2021

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4646 JOHN R STREET, DETROIT, MI 48201

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JOHN D. DINGELL VAMC

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SOLE SOURCED ITEMS

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HVAC CONTROLS

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ITEM

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SPECIFICATION NUMBER

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FIRE EXTINGUISHER CABINET

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FIRE ALARM SYSTEM

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FIRE STOPPING

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MEDICAL GAS

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VACUUM SYSTEM

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CARD READERS

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DOOR HARDWARE

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AutoCAD SHX Text GENERAL GI001 COVER SHEET COVER SHEET GI101 FOURTH FLOOR PHASING PLAN FOURTH FLOOR PHASING PLAN GI102 FOURTH FLOOR LIFE SAFETY PLAN FOURTH FLOOR LIFE SAFETY PLAN GI103 FOURTH FLOOR INFECTION AND DUST CONTROL PLAN FOURTH FLOOR INFECTION AND DUST CONTROL PLAN STRUCTURAL S-001 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES S-002 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES S-003 LIGHT GRADE FRAMING DETAILS LIGHT GRADE FRAMING DETAILS S-004 EQUIPMENT BRACING AND ANCHORAGE DETAILS EQUIPMENT BRACING AND ANCHORAGE DETAILS SF101 FRAMING MODIFICATION PLANS FRAMING MODIFICATION PLANS S-401 FRAMING DETAILS FRAMING DETAILS ARCHITECTURAL A001 ABBREVIATIONS AND SYMBOLS ABBREVIATIONS AND SYMBOLS AD101 FOURTH FLOOR DEMOLITION PLAN FOURTH FLOOR DEMOLITION PLAN AE101 FOURTH FLOOR PLAN FOURTH FLOOR PLAN AE201 FOURTH FLOOR REFLECTED CEILING PLAN FOURTH FLOOR REFLECTED CEILING PLAN AE301 FOURTH FLOOR EQUIPMENT AND FURNITURE PLAN FOURTH FLOOR EQUIPMENT AND FURNITURE PLAN AE302 FOURTH FLOOR ENLARGED EQUIPMENT PLAN FOURTH FLOOR ENLARGED EQUIPMENT PLAN AE501 INTERIOR ELEVATIONS INTERIOR ELEVATIONS AE502 INTERIOR ELEVATIONS INTERIOR ELEVATIONS AE701 DOOR AND WINDOW TYPES, SCHEDULES AND DETAILS DOOR AND WINDOW TYPES, SCHEDULES AND DETAILS AE702 PARTITION TYPES PARTITION TYPES INTERIOR AI101 FOURTH FLOOR FINISH PLAN AND LEGEND FOURTH FLOOR FINISH PLAN AND LEGEND AI102 SIGNAGE PLAN SIGNAGE PLAN AI103 SIGNAGE DETAILS SIGNAGE DETAILS AI104 ENLARGED FLOOR FINISH PLANS ENLARGED FLOOR FINISH PLANS AI601 INTERIOR DETAILS INTERIOR DETAILS AI602 CASEWORK DETAILS CASEWORK DETAILS FIRE ALARM FA001 FIRE ALARM LEGEND, GENERAL NOTES, AND ABBREVIATIONS FIRE ALARM LEGEND, GENERAL NOTES, AND ABBREVIATIONS FA101 PARTIAL FLOOR PLAN - FIRE ALARM PARTIAL FLOOR PLAN - FIRE ALARM FIRE PROTECTION FX001 FIRE PROTECTION ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES FIRE PROTECTION ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES FD101 FIRE PROTECTION PLAN - DEMOLITION FIRE PROTECTION PLAN - DEMOLITION FX101 FIRE PROTECTION PLAN - NEW FIRE PROTECTION PLAN - NEW PLUMBING P-001 PLUMBING ABBREVIATIONS, SYMBOLS, AND NOTES PLUMBING ABBREVIATIONS, SYMBOLS, AND NOTES P-501 PLUMBING DETAILS AND SCHEDULES PLUMBING DETAILS AND SCHEDULES PD101 PLUMBING DEMOLITION PLUMBING DEMOLITION PD102 PLUMBING DEMOLITION PLUMBING DEMOLITION PP101 PLUMBING NEW WORK PLUMBING NEW WORK PP102 PLUMBING NEW WORK PLUMBING NEW WORK PP103 PLUMBING MEDICAL GAS PIPING NEW WORK PLUMBING MEDICAL GAS PIPING NEW WORK MECHANICAL M-001 MECHANICAL ABBREVIATIONS, SYMBOLS AND GENERAL NOTES MECHANICAL ABBREVIATIONS, SYMBOLS AND GENERAL NOTES M-501 MECHANICAL DETAILS AND CONTROLS MECHANICAL DETAILS AND CONTROLS M-601 MECHANICAL SCHEDULES MECHANICAL SCHEDULES MD101 MECHANICAL DEMOLITION AIR DISTRIBUTION MECHANICAL DEMOLITION AIR DISTRIBUTION MD102 MECHANICAL DEMOLITION PIPING MECHANICAL DEMOLITION PIPING MH101 MECHANICAL AIR DISTRIBUTION NEW WORK MECHANICAL AIR DISTRIBUTION NEW WORK MP101 MECHANICAL PIPING NEW WORK MECHANICAL PIPING NEW WORK ELECTRICAL E-001 ELECTRICAL LEGEND, GENERAL NOTES AND ABBREVIATIONS ELECTRICAL LEGEND, GENERAL NOTES AND ABBREVIATIONS E-501 ELECTRICAL DETAILS ELECTRICAL DETAILS E-901 ELECTRICAL PHOTOGRAPHS ELECTRICAL PHOTOGRAPHS ED101 PARTIAL FLOOR PLAN - DEMOLITION PARTIAL FLOOR PLAN - DEMOLITION EL101 PARTIAL FLOOR PLAN - LIGHTING PARTIAL FLOOR PLAN - LIGHTING EL501 ELECTRICAL LIGHTING DETAILS AND LIGHTING FIXTURE SCHEDULE ELECTRICAL LIGHTING DETAILS AND LIGHTING FIXTURE SCHEDULE EL502 LUMINAIRE CUT SHEETS LUMINAIRE CUT SHEETS EP101 PARTIAL FLOOR PLAN - POWER PLAN PARTIAL FLOOR PLAN - POWER PLAN EP102 PARTIAL FLOOR PLAN - OVERALL ELECTRICAL PLAN PARTIAL FLOOR PLAN - OVERALL ELECTRICAL PLAN EP601 ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES EP602 ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES ET101 PARTIAL FLOOR PLAN - TELECOMMUNICATIONS PARTIAL FLOOR PLAN - TELECOMMUNICATIONS ET102 ELECTRICAL TELECOMMUNICATIONS PLAN SHOWING ELECTRICAL ROOMS AND ROUTING ELECTRICAL TELECOMMUNICATIONS PLAN SHOWING ELECTRICAL ROOMS AND ROUTING ET501 TELECOMMUNICATIONS DETAILS TELECOMMUNICATIONS DETAILS EY101 PARTIAL FLOOR PLAN - SYSTEMSPARTIAL FLOOR PLAN - SYSTEMS

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MANUFACTURER

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SIEMENS

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CHEMETRON

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SIMPLEX

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YALE

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EN-GAUGE MONITORING SYSTEM

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SECURITY 2000

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HILTI FS1

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CHEMETRON

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21 20

G

H

F

C4646

C4602

C4659

C4694

ELEC.

C4527

HAC

C4523

TOILET

C4524

C4426

C4425

C4509 C4511

C4506

BLOOD

BANK

C4530

PHASE I

BLS

C4528

STORAGE

(PALMS)

C4510B

CONSTRUCTION

ENTRANCE

SPECIMEN LAB ENTRY

TEMPORARY PALMS STORAGE

IN THIS AREA

OR

SPECIMEN

DROP

OFF

CA520

NO ENTRY

P H

A S

E

A

CC44B

CC440

IT

PHASING PLAN NOTES

PHASE 1A

1. CONTRACTOR SHALL TEMPORARILY REMOVE EXISTING CEILING SYSTEM TO

INSTALL NEW CABLING IN EXISTING CABLE TRAY PER ET102. CORRIDOR WORK SHALL

OCCUR AFTER NORMAL HOSPITAL WORKING HOURS. CONTRACTOR SHALL

COORDINATE WITH FACILITY ICRA OFFICER AND PROVIDE ICRA CONSTRUCTION

CONTAINMENT CART THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL BE GOWNED

PER HOSPITAL INSTRUCTIONS.

PHASE I

C4510 EXISTING PALMS STORAGE ROOM

1. WORK BENCHES IN THIS AREA SHALL BE REMOVED.

2. CONSTRUCTION OF NEW WALLS, CEILING TILES, FIRE PROTECTION SYSTEMS, AND

ENTRANCE DOOR TO BE COMPLETED.

3. INSTALLATION OF ELECTRICAL SERVICE, TELEPHONE SERVICE AND DATA SERVICE

HVAC TO BE COMPLETED.

ONCE THE CLEAN STORAGE ROOM (C4510C) IS COMPLETED

4.PALMS STORAGE (C4510B) AND (C4510C) SHOULD BE FULLY COMPLETED AND TURNED

OVER TO THE VA FOR OCCUPANCY.

5.MODIFY ICRA BARRIERS TO PREPARE FOR PHASE II.

PHASE II

C4510A DEBRIEF ROOM

1. BEGIN WITH EXTERIOR PERIMETER WALL MODIFICATION, DOOR REMOVAL AND DOOR

INSTALLATION. SEAL PERIMETER BOUNDARIES FOR CONSTRUCTION.

2.CONSTRUCTION OF NEW WALL, CEILING TILE, FIRE PROTECTION AND ENTRANCE

DOORS TO BE COMPLETED.

3. INSTALLATION OF ELECTRICAL SERVICE, TELEPHONE SERVICE AND DATA SERVICE

SHALL BE COMPLETED.

C4522 SIMULATION LAB (SOUTH OF CORRIDOR)

1. ALL REMAINING WORK FOR THE PROJECT WILL TAKE PLACE.

2. INSTALL NEW DOOR OFF CORRIDOR FOR SUITE ACCESS ONCE CONSTRUCTION

IN PALMS AREA IS COMPLETE.

3. ONCE CONSTRUCTION IS COMPLETE IN SIMULATION SUITE, CONTRACTOR SHALL

COMPLETE CONSTRUCTION IN BLS (C4528).

KEY PLAN - BUILDING 100

NTS

3 N

NPLAN

GENERAL PHASING PLAN NOTES

A. PHASING PLANS ARE CONCEPTUAL IN NATURE AND DO NOT RELIEVE THE

CONTRACTOR OF PREPARING SITE SPECIFIC PHASING PLANS FOR

IMPLEMENTATION OF THE CONTRACT DOCUMENTS. (REFER TO SPECIFICATION

SECTION 01 00 00, GENERAL REQUIREMENTS, 1.6 OPERATIONS AND STORAGE

AREAS, H. AND I. PHASING.

B. CONTRACTOR SHALL ASSUME THE CONTINUED VAMC OCCUPANCY OF AREAS

ON THE 4TH FLOOR (IMMEDIATELY) ADJACENT TO AREAS WHERE BOTH

DEMOLITION AND NEW CONSTRUCTION WORK IS TO OCCUR.

C. WHERE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) SERVICES REQUIRED

TO MAKE A PHASED AREA FULLY OPERATIONAL AND FALL OUTSIDE OF THE

PHASING LINES/AREAS INDICATED - CONTRACTOR IS RESPONSIBLE FOR

WHATEVER WORK IS REQUIRED TO PROVIDE THOSE SERVICES - WHETHER OR

NOT THEY ARE PRECISELY LOCATED WITHIN THE PHASING LINES/AREAS

INDICATED.

D. COORDINATE ALL WORK TO OCCUR WITH INFECTION CONTROL PLANS AND

SPECIFICATION SECTION 01 35 26 SAFETY REQUIREMENTS.

E. CONTRACTOR SHALL FULLY COMPLETE THE WORK RELATED AND NECESSARY

FOR EACH NUMBERED PHASE INDICATED AND PROVIDE FOR THE

INCREMENTAL OCCUPANCY OF EACH COMPLETED PHASE BY VAMC PRIOR TO

BEGINNING WORK OF THE NEXT CONSECUTIVE PHASE.

F. ONCE A PHASE OF WORK HAS BEEN COMPLETED AND OCCUPIED BY VAMC,

THE NEXT PHASE OF WORK MAY BEGIN IN EARNEST.

G. CONTRACTOR SHALL COORDINATE MECHANICAL, ELECTRICAL, STRUCTURAL

AND PLUMBING (MEP) WORK INDICATED BY DRAWINGS AND SPECIFICATIONS

TO PROVIDE THE FULL EXTENT OF ASSEMBLIES AND SYSTEMS REQUIRED TO

PERMIT THE FULL AND LEGAL OCCUPANCY OF EACH CONSECUTIVE PHASE OF

WORK INDICATED.

H. CONTRACTOR IS RESPONSIBLE FOR THE TIMELY COMPLETION OF EACH

PHASE OF CONSTRUCTION IN A COMPLETE AND PROFESSIONAL MANNER.

I. BEFORE CONSTRUCTION BEGINS, ALL CONSTRUCTION BOUNDARY AREAS

MUST BE CLEARED OF EQUIPMENT AND STORED MATERIAL.

J. ONCE CONSTRUCTION IS COMPLETED AT THE SPECIMEN DROP OFF AND

STORAGE (PALMS) WILL BE TURNED OVER TO PALMS. NOTE ACCESS TO ROOM

THRU HALLWAY OPERATING ROOM HALLWAY WILL REMAIN, NEW

CONSTRUCTION LIMIT BOUNDARY SHALL OCCUR.

K. WORK IN CORRIDORS SHALL OCCUR AFTER HOURS.

L. CONSTRUCTION BARRIERS MUST BE 1-HOUR RATED SLAB TO SLAB WALLS

WHICH COMPLETELY SEPARATE THE CONSTRUCTION AREA FROM

SURROUNDING OCCUPIED AREAS.

M. CONTRACTOR SHALL NOTIFY COR OF APPROXIMATE DEMOLITION DATES FOR

PHASE ONE. VAMC LOGISTICS WILL NEED TO REMOVE AND STORE ALL VA

EQUIPMENT AS NECESSARY PRIOR TO THE START OF DEMOLITION.

N. HARD TEMPORARY PARTITIONS SHALL EXTEND FROM SLAB TO SLAB, DUE TO

ADJACENCY TO OR AND PALMS SERVICES.

21 20

G

H

F

RESTROOM

C4523 SKILLS

TESTING

C4522A

SIMULATION

ROOM

C4522B

DEBRIEF

ROOM

C4510A

C4646

C4602

C4659

C4694

ELEC.

C4527

HAC

C4523

TOILET

C4524

C4426

C4425

C4509 C4511

C4506

BLOOD

BANK

C4530

PHASE II

PATIENT

ROOM

C4522D

CONTROL

ROOM

C4522C

CLEAN

STORAGE

(PALMS)

C4510C

BLS

C4528

OFFICE

C4522F

STORAGE

(PALMS)

C4510B

SPECIMEN LAB ENTRY

CONSTRUCTION

ENTRANCE

CC44B

CC440

IT

PHASING PLAN NOTES

1. TEMPORARY PARTITION. REFER TO GENERAL NOTES FOR CONSTRUCTION

PARTITION REQUIREMENTS. COMPLETELY SCALED FLOOR TO FLOOR.

2. RELOCATE MOVEABLE SHELVING UNITS DURING CONSTRUCTION.

3. TEMPORARY DOOR AND FRAME LOCATION.

4. DOOR TO REMAIN CLOSED AND SEALED DURING CONSTRUCTION.

5. TEMPORARY PLASTIC BARRIER, REMOVE DOOR AND CLOSE OPENING.

6. TEMPORARY PARTITION. REFER TO GENERAL NOTES FOR CONSTRUCTION

PARTITION REQUIREMENTS. TEMPORARY HARD PARTITION AND DOOR ENTRY

CONSTRUCTION TO REMAIN THROUGHOUT THE DURATION OF CONSTRUCTION.

ONCE CONSTRUCTION IS COMPLETE, PARTITION AND DOOR SHALL BE

REMOVED. CONTRACTOR SHALL PATCH AND REPAIR AREA AS REQUIRED.

7. PROVIDE DUST MAT AND INSTALL PLASTIC PARTITION TO COMPLETE UPGRADES TO BLS.

DOOR TO ROOM SHALL BE KEPT CLOSED WHILE CONSTRUCTION IS IN PROGRESS.

1/8" = 1'-0"

FOURTH FLOOR PLAN- PHASE 1 AND

PHASE 1A

1/8" = 1'-0"

FOURTH FLOOR PLAN-PHASE 2

CONSTRUCTION AREA

Architecture Engineering Design-Build paradigm 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

BID DOCUMENTS FOR

CONSTRUCTION

FULLY SPRINKLERED

INSTALLATION OF SIMULATION

LAB

553-16-104

07-1-2021

4646 JOHN R ST. DETROIT MI 48201

JOHN D. DINGELL VAMC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date

Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

JOHN D

DINGELL

VA MEDICAL

CENTER

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

DML SJD

FOURTH FLOOR PHASING PLAN

GI101

UPUP

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

SS

S S

S SS

S S

S S

S

S S

S S

S S

S S

SS

S S

S S

S S

S SS

S S

S SS

S S

S S

S S

S S

S

S S

S SS S S S

S S

S S

S SS S

SS

SS

KEY PLAN - BUILDING 100

NTS

3 N

NPLAN

CODES AND REGULATIONS

A. APPLICABLE CODES:

ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING

AUTHORITIES: INCLUDING BUT NOT LIMITED TO:

BUILDING: INTERNATIONAL BUILDING CODE, 2018 EDITION

LIFE SAFETY: NFPA 101 LIFE SAFETY CODE, CURRENT EDITION

MECHANICAL: INTERNATIONAL MECHANICAL CODE, NFPA 90A, 2018

EDITION

PLUMBING: INTERNATIONAL PLUMBING CODE, 2018 EDITION

FIRE PREVENTION: NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF

NFPA 5000 AND NFPA 900, CURRENT EDITION

ELECTRICAL: NATIONAL ELECTRIC CODE (NFPA 70, 2014 EDITION)

STRUCTURAL: REFER TO S-001 FOR ADDITIONAL BUILDING DESIGN

INFORMATION.

SEISMIC DESIGN CATEGORY C

SITE CLASS E

ACCESSIBILITY: ABAAS INCLUDING VA SUPPLEMENT, BARRIER FREE

DESIGN

VA PUBLICATIONS: VA DIRECTIVES, DESIGN MANUALS, AND OTHER GUIDANCE

ON THE TECHNICAL INFORMATION LIBRARY (TIL)

PALMS:

B. OCCUPANCY USE: NFPA 101 2018: CHAPTER 19 EXISTING HEALTHCARE

OCCUPANCIES

NURSING EDUCATION SUITE:

NFPA 101 2018: BUSINESS OCCUPANCY

C: CONSTRUCTION TYPE: NFPA 101: TYPE II (222)

IBC: TYPE 1A

D: FIRE PROTECTION: SECTION 4 EXITS

EXITS REQUIRED BASED ON OCCUPANCY LOAD:

FOR OCCUPANT LOADS LESS THAN 1: 1

FOR OCCUPANT LOADS BETWEEN 11 AND 500: 2

FOR OCCUPANT LOADS BETWEEN 501 AND 1000: 3

EXIT CAPACITY:

ALLOWABLE EXIT CAPACITY FOR EGRESS COMPONENTS

NFPA-101 TABLE 7.3.3.1

DOORS: .2 INCHES PER OCCUPANT

CORRIDORS: .2 INCHES PER OCCUPANT

TRAVEL DISTANCE TO EXITS: EXISTING HEALTH CARE:

200 FT ALLOWABLE

BUSINESS OCCUPANCY:

300 FT ALLOWABLE

COMMON PATH OF TRAVEL: 100 FT ALLOWABLE

MAXIMUM DEAD END CORRIDOR: 30 FT NFPA 19.2.5.2

FOR EXISTING

CORRIDORS

SPECIFICATIONS REQUIRED:

STORAGE ROOMS >/= 100 SQFT 1 HR

SMOKE BARRIER 1 HR

TOTAL DISTANCE 227' - 0"

TOTAL DISTANCE 197' - 0"

TOTAL DISTANCE 189' - 0"

49 SF

RESTROOM

C4523

314 SF

SKILLS

TESTING

C4522A

308 SF

SIMULATION

ROOM

C4522B

248 SF

DEBRIEF

ROOM

C4510A

228 SF

CORRIDOR

C4521

94 SF

OFFICE

C4522F

214 SF

PATIENT

ROOM

C4522D

154 SF

CONTROL

ROOM

C4522C

170 SF

CLEAN

STORAGE

(PALMS)

C4510C

329 SF

PASSAGE

C4522

1009 SF

STORAGE

(PALMS)

C4510B

FEC (EX)

FEC

PALMS STORAGE

1179 SF

NURSING EDUCATION SUITE

1944 SF

38 SF

HAC

C4524

SR

FIRE RESISTIVE RATED LINE, 1 HOUR

SW

S

S

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE-RATED SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED SMOKE BARRIER LINE, 2 HOUR

FIRE-RATED SMOKE BARRIER LINE, 30 MIN.

NON-RATED, SUITE LINE (SMOKE RESISTIVE)

NON-RATED, SMOKE RESISTIVE

LIFE SAFETY LINE TYPES

NOTE:

ALL SYMBOLS MAY NOT BE USED

NOTE:

ALL SYMBOLS MAY NOT BE USED

FIRE EXTINGUISHER CABINET

FEC; PROVIDE SIGNAGE AS

INDICATED ON SIGNAGE PLAN

EXIT SIGN

HORIZONTAL EXIT

EXIT

LIFE SAFETY PLAN LEGEND

HE

3/32" = 1'-0"

FOURTH FLOOR LIFE SAFETY PLAN

Architecture Engineering Design-Build paradigm 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

BID DOCUMENTS FOR

CONSTRUCTION

FULLY SPRINKLERED

INSTALLATION OF SIMULATION

LAB

553-16-104

07-1-2021

4646 JOHN R ST. DETROIT MI 48201

JOHN D. DINGELL VAMC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date

Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

JOHN D

DINGELL

VA MEDICAL

CENTER

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

DML SJD

FOURTH FLOOR LIFE SAFETY PLAN

GI102

GENERAL DUST CONTROL PLAN NOTES

FOR THE PURPOSE OF THE RENOVATION, THE CONSTRUCTION WORK IS CONSIDERED

LOW RISK. THE DUST CONTROL PLAN SHALL BE DISTRIBUTED AND REVIEWED BY ALL

CONTRACTORS PERFORMING WORK ON THIS CONSTRUCTION PROJECT.

A. EXTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES

1. DETERMINE IF THE IMPACTED AREAS OF THE FACILITY CAN OPERATE

TEMPORARILY ON RECIRCULATED AIR; IF FEASIBLE SEAL OFF ADJACENT AIR

INTAKES.

2. IF THIS IS NOT POSSIBLE OR PRACTICAL, CHECK THE LOW-EFFICIENCY

FILTER BANKS FREQUENTLY AND REPLACE AS NEEDED TO AVOID

BUILDUP OF PARTICULATE.

3. SEAL WINDOWS AND REDUCE WHEREVER POSSIBLE OTHER SOURCES OF

OUTSIDE AIR INTRUSION (OPEN DOORS IN STAIRWELLS AND CORRIDORS)

ESPECIALLY IN PROTECTIVE ENVIRONMENT (PE) AREAS.

B. INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS

CONTROL

1. BARRIER SYSTEMS: THE AREA SHOULD BE ISOLATED, AS THE PROJECT

REQUIRES. SMALL, SHORT DURATION PROJECTS GENERATING MINIMAL DUST

MAY USE FIRE-RATED PLASTIC SHEETING, BUT SHOULD BE SEALED AT FULL

CEILING HEIGHT WITH AT LEAST 2-FOOT OVERLAPPING FLAPS FOR ACCESS

TO ENTRY. PROJECTS THAT PRODUCE MODERATE TO HIGH LEVELS OF DUST

REQUIRE RIGID, DUST-PROOF, AND FIRE-RATED BARRIER WALLS (E.G.,

DRYWALL) WITH CAULKED SEAMS FOR A TIGHT SEAL EXTENDING FLOOR TO

CEILING. SEAL OFF AND BLOCK RETURN AIR VENTS IF RIGID BARRIERS ARE

USED FOR CONTAINMENT. LARGE DUSTY PROJECTS NEED AN ENTRY

VESTIBULE FOR CLOTHING CHANGES AND TOOL STORAGE AND TIGHT SEALS

SHOULD BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND WALL

PENETRATIONS. AN INTERIM PLASTIC DUST BARRIER (MINIMUM 4-MIL) MAY

BE REQUIRED TO PROTECT THE AREA WHILE THE RIGID IMPERVIOUS

BARRIER IS BEING CONSTRUCTED. ANY DUST SHALL BE IMMEDIATELY

CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON

COMPLETION OF THE CONSTRUCTION PROJECT DUST BARRIERS SHALL BE

REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE

CONTRACTOR SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE

BEFORE REMOVAL OF A PERMANENT BARRIER. CONTRACTOR PERSONNEL

SHALL MONITOR AND PERFORM BARRIER MAINTENANCE AND BE EDUCATED

TO NOTICE SIMPLE CLUES SUCH AS ACCUMULATIONS OF VISIBLE DUST

EVIDENCED BY FOOTPRINTS, OPENED DOORS/WINDOWS EVIDENCED BY

PRESENCE OF INSECTS AND FLIES, WET CEILING TILES, ETC.

2. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE

DEFINED. EGRESS PATHS SHOULD BE FREE OF DEBRIS; DESIGNATED

ELEVATORS SHOULD BE USED DURING SCHEDULED TIMES; AND ONLY

AUTHORIZED PERSONNEL SHOULD BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHOULD DIRECT PEDESTRIAN TRAFFIC

AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

3. DEMOLITION DEBRIS: DEBRIS SHOULD BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS

SHOULD BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN EMPHASIS ON

TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY. DEBRIS SHOULD BE

REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE

USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR

(HEPA) FILTERED NEGATIVE AIR MACHINES SHOULD BE USED, AND THE

CHUTE OPENING SHOULD BE SEALED WHEN NOT IN USE. FILTERS SHOULD

BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF THE

CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH

PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE VAMC.

4. EXTERIOR WINDOWS: WINDOWS SHOULD BE SEALED TO MINIMIZE

INFILTRATION FROM ANY ADJACENT EXCAVATION DEBRIS.

C. VENTILATION AND ENVIRONMENTAL CONTROLS

1. AIR SYSTEM FLOW: DETERMINE WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE OR RECIRCULATED AIR; FILTERS SHOULD BE ADDED OR

RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC.

AIR MUST FLOW FROM CLEAN TO DIRTY AREAS.

2. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA MUST

BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH NO

DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE

AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST SHOULD

PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA FILTER

CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE

(FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY

VAMC.

3. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT

CEILING SHOULD BE VERIFIED DAILY.

4. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR WILL VERIFY AND MAINTAIN PROPER RATES IN CRITICAL

AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS NOT BEING RE-

CIRCULATED WITHOUT FILTRATION FROM THE CONSTRUCTION AREA

ELSEWHERE. VAMC WILL MAKE DETERMINATION ON PROVIDING FOR THE

ACCOUNTABILITY AND FREQUENCY OF TESTING AIR PRESSURE THROUGHOUT

THE PROJECT.

D. CONTAMINATION OF LABORATORY, OFFICES, SUPPLIES, EQUIPMENT AND RELATED

AREAS

1. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHOULD BE

FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION

AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G., COVERALLS,

FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM SHOULD BE USED

TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF

PROTECTIVE APPAREL IS UTILIZED THE CONTRACTOR SHALL CONSTRUCT A

SPACE OR ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT

(DESIGNATED AREA). ALL EQUIPMENT, TOOLS, TOOL CARTS, MATERIALS,

ETC. TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE MADE FREE

FROM DUST AND MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR

REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

2. CONTRACTOR CLEANING: THE CONSTRUCTION ZONE SHOULD BE MAINTAINED

IN A CLEAN MANNER BY CONTRACTORS AND SWEPT OR HEPA-VACUUMED

DAILY OR MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST. ADJACENT

AREAS THAT MAY BE IMPACTED BY THE CONSTRUCTION SHOULD BE DAMP

MOPPED DAILY OR MORE FREQUENTLY AS NEEDED. WALK-OFF MATS WITH

TACKY OR ADHESIVE SURFACES SHOULD BE UTILIZED TO MINIMIZE

TRACKING OF HEAVY DIRT AND DUST FROM CONSTRUCTION AREAS.

E. INFECTION CONTROL BARRIERS SHALL BE METAL STUD, SEALED TO FLOOR, CEILING

WALL, AND DOOR/WINDOW FRAME INTERSECTIONS, GYP BOARD. EA. SIDE WITH ALL

JOINTS TAPED AND SEALED FOR INFECTION/DUST CONTROL.

DUST CONTROL LEGEND

EXISTING PARTITION TO

REMAIN

EXISTING PARTITION TO

REMOVED

EXISTING DOOR AND

FRAME TO REMAIN

EXISTING DOOR, FRAME AND

PARTITION TO BE REMOVED

EXISTING DOOR AND FRAME

TO BE REMOVED

LIMITS OF DISTURBANCE AND

CONSTRUCTION

DUST MAT (2'-0" x 3'-0")

AREA NOT IN CONTRACT

PROVIDE TEMPORARY DUST

CONTROL BARRIERS AT THIS

LOCATION. REMOVE AFTER

CONSTRUCTION IS

COMPLETED.

NOTE: ALL SYMBOLS MAY NOT BE USED

KEY PLAN - BUILDING 100

NTS

3 N

NPLAN

21 20

G

H

F

314 SF

SKILLS

TESTING

C4522A

248 SF

DEBRIEF

ROOM

C4510A

C4646

C4602

C4659

C4694

ELEC.

C4527

HAC

C4523

TOILET

C4524

C4426

C4425

C4509 C4511

C4506

BLOOD

BANK

C4530

PHASE I

CLEAN

STORAGE

(PALMS)

C4510C

BLS

C4528

STORAGE

(PALMS)

C4510B

CONSTRUCTION

ENTRANCE

TEMPORARY PALMS STORAGE

IN THIS AREA

ANTI-ROOM

CC44B

CC440

21 20

G

H

F

RESTROOM

C4523 SKILLS

TESTING

C4522A

SIMULATION

ROOM

C4522B

DEBRIEF

ROOM

C4510A

C4646

C4602

C4659

C4694

ELEC.

C4527

HAC

C4523

TOILET

C4524

C4426

C4425

C4509 C4511

C4506

BLOOD

BANK

C4530

PHASE II

PATIENT

ROOM

C4522D

CONTROL

ROOM

C4522C

CLEAN

STORAGE

(PALMS)

C4510C

BLS

C4528

OFFICE

C4522F

STORAGE

(PALMS)

C4510B

CONSTRUCTION ENTRANCE

CC44B

CC440

ICRA PLAN NOTES

1. TEMPORARY PARTITION.

2. RELOCATE MOVEABLE SHELVING UNITS DURING CONSTRUCTION.

3. TEMPORARY DOOR AND FRAME LOCATION.

4. DUST MAT LOCATION.

5. TEMPORARILY REMOVE AND REINSTALL EXISTING CEILING SYSTEM

AS REQUIRED TO ACCOMIDATE NEW WORK AS INDICATED ON ET102.

CONTRACTOR SHALL PREFORM ABOVE CEILING WORK WITH IN A

MOBILE ICRA CONTAINMENT CART PROVIDED BY THE CONTRACTOR.

1/8" = 1'-0"

FOURTH FLOOR PLAN- ICRA PHASE 1

1/8" = 1'-0"

FOURTH FLOOR PLAN-ICRA PHASE 2

Architecture Engineering Design-Build paradigm 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

BID DOCUMENTS FOR

CONSTRUCTION

FULLY SPRINKLERED

INSTALLATION OF SIMULATION

LAB

553-16-104

07-1-2021

4646 JOHN R ST. DETROIT MI 48201

JOHN D. DINGELL VAMC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date

Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

JOHN D

DINGELL

VA MEDICAL

CENTER

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

DML SJD

FOURTH FLOOR DUST CONTROL PLANS

GI103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

35% SCHEMATIC RESUBMIT 8-12-2016

35%

65% DESIGN DEVELOPMENT

8-17-2016 12-1-2017

95% CD 10-16-2020

35% SCHEMATIC 2-4-2016

BID DOCUMENTS 07-01-2021

JOHN D

DINGELL VA

MEDICAL

CENTER

BVG DRW

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AutoCAD SHX Text POWER ACTUATED FASTENER (PAF) GENERAL NOTES (INSTALLED IN STEEL) 1. POWER ACTUATED FASTENER (PAF), POWDER DRIVEN FASTENERS (PDF), POWER DRIVEN PINS (PDP), SHOT PINS POWER ACTUATED FASTENER (PAF), POWDER DRIVEN FASTENERS (PDF), POWER DRIVEN PINS (PDP), SHOT PINS ALL REPRESENT THE SAME FASTENER AND WILL HEREAFTER BE REFERRED TO AS POWER ACTUATED FASTENERS (PAF). 2. MINIMUM STEEL TENSILE STRENGTH Fu=58 KSI. MINIMUM STEEL TENSILE STRENGTH Fu=58 KSI. 3. MINIMUM SPACING = 1 INCH. MINIMUM SPACING = 1 INCH. 4. MINIMUM EDGE DISTANCE = 1/2 INCH. MINIMUM EDGE DISTANCE = 1/2 INCH. 5. USE KNURLED SHANK FASTENERS FOR ALL CONNECTIONS. USE KNURLED SHANK FASTENERS FOR ALL CONNECTIONS. 6. PAF SHALL BE INSTALLED PER CURRENT ICC-ES EVALUATION REPORTS INDICATED (OR EQUIVALENT ICC-ESR PAF SHALL BE INSTALLED PER CURRENT ICC-ES EVALUATION REPORTS INDICATED (OR EQUIVALENT ICC-ESR REPORTS OR OTHER REPORTS FROM OTHER TESTING AGENCIES ACCEPTABLE TO THE VA COR). 7. SEE IBC, ASCE AND MANUFACTURER INSTALLATION INSTRUCTIONS FOR PAF REQUIREMENTS & ATTACHMENT TO SEE IBC, ASCE AND MANUFACTURER INSTALLATION INSTRUCTIONS FOR PAF REQUIREMENTS & ATTACHMENT TO STEEL. 8. ALLOWABLE STRENGTHS SHALL BE COMPARED TO ALLOWABLE STRESS DESIGN (ASD) LEVEL DEMAND IN ALLOWABLE STRENGTHS SHALL BE COMPARED TO ALLOWABLE STRESS DESIGN (ASD) LEVEL DEMAND IN ACCORDANCE WITH APPLICABLE CODES. 9. ALLOWABLE STRENGTHS ARE FOR SINGLE FASTENERS, WHICH MEET THE REQUIREMENTS PER NOTES ABOVE. THE ALLOWABLE STRENGTHS ARE FOR SINGLE FASTENERS, WHICH MEET THE REQUIREMENTS PER NOTES ABOVE. THE ALLOWABLE STRENGTHS ARE BASED UPON THE LEAST OF THE ALLOWABLE STRENGTHS LISTED IN THE ICC-ESR REPORT INDICATED FOR FASTENERS SHOWN ON DRAWINGS. 10. TOTAL ALLOWABLE TENSION, SHEAR OR TENSION SHEAR COMBINATION SHALL NOT EXCEED 250 LBS IN SEISMIC TOTAL ALLOWABLE TENSION, SHEAR OR TENSION SHEAR COMBINATION SHALL NOT EXCEED 250 LBS IN SEISMIC IN SEISMIC DESIGN CATEGORIES D, E AND F, AS INDICATED BY THE IBC AND ASCE CODES. 11. STANDARD PAF INSTALLED TO STEEL UNLESS NOTED OTHERWISE: HILTI .177" KNURLED SHANK PAF (ICC-ESR STANDARD PAF INSTALLED TO STEEL UNLESS NOTED OTHERWISE: HILTI .177" KNURLED SHANK PAF (ICC-ESR1663) (OR APPROVED EQUAL), UNLESS NOTED OTHERWISE. REFER TO DETAILS FOR QUANTITY AND SPACING.

AutoCAD SHX Text A.F.F. A.B. AHU ARCH. BAL. B.F.F. B.L. B.O.F. B.O.S. BLDG. C.L. CLR. COL. CO COR CONC. CMU CONST. JT. CONT. C.J. D.B.A. DIA. DWGS. E. E.F. E.W. ELECT. ELEV. EQ. EXP. JT. EXT. F.S. F.F.E. FIN. FLR. FTG. FOUND.

AutoCAD SHX Text ABOVE FINISHED FLOOR ANCHOR BOLTS AIR HANDLING UNIT ARCHITECT BALANCE BELOW FINISHED FLOOR BLOCK LINTEL BOTTOM OF FOOTING BOTTOM OF STEEL BUILDING CENTER LINE CLEAR COLUMN CONTRACTING OFFICER CO REPRESENTATIVE CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION JOINT CONTINUOUS CONTROL JOINT DEFORMED BAR ANCHOR DIAMETER DRAWINGS EXISTING EACH FACE EACH WAY ELECTRICAL ELEVATION EQUAL EXPANSION JOINT EXTERIOR FARSIDE FINISH FLOOR ELEVATION FINISH FLOOR FOOTING FOUNDATION

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text GENERAL 1. THE DRAWINGS AND SPECIFICATIONS DESCRIBE IN GENERAL THE QUALITY AND CHARACTER OF THE MATERIALS, THE DRAWINGS AND SPECIFICATIONS DESCRIBE IN GENERAL THE QUALITY AND CHARACTER OF THE MATERIALS, SHAPE AND CONFIGURATION OF STRUCTURES AND METHOD OF INSTALLATION. MISCELLANEOUS ITEMS OF WORK, MATERIAL, EQUIPMENT, ETC., NECESSARY TO COMPLETE THE INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR WHETHER OR NOT MENTIONED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 3. ALL CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING ALL CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENTS SHALL BE PROVIDED AS THOUGH ON ALL RELATED DOCUMENTS. 4. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE, DETAILS TAKE PRECEDENCE OVER ALL. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE, DETAILS TAKE PRECEDENCE OVER ALL. CONTRACTOR SHALL NOTIFY COR OF CONFLICTS IN WRITING PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH THE CONSTRUCTION. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE GOVERNMENT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 6. CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR REQUIRING DIMENSIONS NOT NOTED SHALL CONTACT THE GOVERNMENT FOR SUCH INFORMATION PRIOR TO PROCEEDING WITH WORK RELATED TO THOSE DIMENSIONS EXCEPT FOR DIMENSIONS OR DETAILS OF EXISTING CONDITIONS WHERE CONTRACTOR SHALL FIELD MEASURE. 7. NO REPRODUCTIONS OF THE CONSTRUCTION DOCUMENTS ARE ACCEPTABLE FOR USE AS SHOP DRAWINGS. NO REPRODUCTIONS OF THE CONSTRUCTION DOCUMENTS ARE ACCEPTABLE FOR USE AS SHOP DRAWINGS. 8. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE CAUSED BY THE THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. BARRICADES, SIGNS, LIGHTS, ETC., REQUIRED FOR THE PROTECTION OF PERSONNEL, PROPERTY AND MATERIAL SHALL BE PROVIDED FOR AND MAINTAINED DURING CONSTRUCTION BY THE CONTRACTOR, AND SHALL CONFORM TO ALL GOVERNING CODES, ORDINANCES AND REGULATIONS. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO CONTROL DUST & DEBRIS AT AND NEAR THE SITE OF WORK AND ALONG APPROACH ROUTES. 9. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL AND/OR THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL AND/OR ERECT THE CONSTRUCTION AS REQUIRED TO PROPERLY COMPLETE THE WORK. PRIOR TO BEGINNING THE WORK, CONTRACTOR SHALL RETAIN A STATE LICENSED STRUCTURAL ENGINEER WHO WILL REVIEW DETAILS AND DESIGN ALL NECESSARY SHORING WHEN TEMPORARY FORMWORK, SHORING OR BRACING IS NEEDED FOR CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING FOR ALL MEMBERS AS REQUIRED FOR THE STABILITY OF THE STRUCTURE(S) DURING ALL PHASES OF CONSTRUCTION ADEQUATELY DESIGNED FOR THE IMPOSITION OF ALL LOADS DURING CONSTRUCTION. 10. THE DRAWINGS SHOW THE FORM OF THE COMPLETED STRUCTURE(S) EXCLUSIVE OF ANY PROVISIONS FOR THE DRAWINGS SHOW THE FORM OF THE COMPLETED STRUCTURE(S) EXCLUSIVE OF ANY PROVISIONS FOR BRACING OR SHORING DURING CONSTRUCTION. STRUCTURAL ELEMENTS ARE NON-SELF SUPPORTING AND REQUIRE INTERACTION WITH OTHER ELEMENTS FOR STABILITY AND RESISTANCE TO GRAVITY, LATERAL, SEISMIC, WIND, AND OTHER SUCH FORCES. FRAMING AND WALLS SHALL BE TEMPORARILY BRACED BY THE CONTRACTOR UNTIL PERMANENT BRACING, FLOOR AND ROOF DECKS, AND WALLS HAVE BEEN INSTALLED AND CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY CONDITION THAT MIGHT ENDANGER THE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY CONDITION THAT MIGHT ENDANGER THE STABILITY OF THE STRUCTURE(S) OR CAUSE DISTRESS OF THE STRUCTURE(S). THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR INSPECTION OF THE ELEMENTS DESCRIBED ABOVE, NOR WILL THE DESIGN ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES OR SEQUENCES OF CONSTRUCTION. THE SPECIFICATIONS AND STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS NOTED OTHERWISE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATION OF CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. 12. THE CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, UTILITIES, TEMPORARY FACILITIES, AND OTHER THE CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, UTILITIES, TEMPORARY FACILITIES, AND OTHER SERVICES AS NECESSARY FOR PROPER EXECUTION OF THE WORK, AND SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF THESE ELEMENTS DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE COR FOR DESIGNATION OF THE MATERIAL STORAGE AREA AT THE JOB SITE. 13. CONTRACTOR SHALL FIELD INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS, ELEVATIONS AND CONTRACTOR SHALL FIELD INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS, ELEVATIONS AND DIMENSIONS OF THE PROJECT, AS SHOWN ON OR REFERENCED ON THE DRAWINGS AND ADDITIONALLY AS NECESSARY TO COMPLETE ALL THE WORK, AND NOTIFY THE GOVERNMENT ABOUT ANY CONDITION REQUIRING MODIFICATION OR CHANGE PRIOR TO BIDDING. EXAMINE THE DRAWINGS AND SPECIFICATIONS AND CLEARLY UNDERSTAND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED PRIOR TO BIDDING. 14. ENTERING INTO AN AGREEMENT WITH THE GOVERNMENT INDICATES THAT THE CONTRACTOR HAS VISITED THE SITE, ENTERING INTO AN AGREEMENT WITH THE GOVERNMENT INDICATES THAT THE CONTRACTOR HAS VISITED THE SITE, FAMILIARIZED HIMSELF OR HERSELF WITH EXISTING CONDITIONS, AND REVIEWED SAME WITH REQUIREMENTS OF CONTRACT DOCUMENTS. NO ALLOWANCES OF ANY KIND WILL BE MADE FOR ANY EXTRA COST DUE THE CONTRACTOR'S FAILURE TO INFORM THE GOVERNMENT OF DISCREPANCIES IN TIME TO ISSUE CORRECTIVE ADDENDA PRIOR TO BIDDING. THE CONTRACT DOCUMENTS ILLUSTRATE THE INTENT OF THE WORK TO BE PERFORMED. 15. THE CONTRACTOR SHALL MAINTAIN GOOD HOUSEKEEPING PRACTICES AT THE JOB SITE. EXCESS BUILDING THE CONTRACTOR SHALL MAINTAIN GOOD HOUSEKEEPING PRACTICES AT THE JOB SITE. EXCESS BUILDING MATERIALS AND DEBRIS SHALL BE REMOVED PROMPTLY FROM THE JOB SITE AND DISPOSED OF AT AN APPROVED DUMPSITE. THE JOB SITE SHALL BE LEFT "BROOM CLEAN" AT THE END OF EACH WORKDAY. BEFORE ACCEPTANCE BY THE GOVERNMENT, THE COMPLETED CONSTRUCTION SHALL BE CLEARED, ANY APPLICABLE LABELS REMOVED, AND ALL OTHER TOUCH UP WORK COMPLETED. 16. ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE, UNTIL FINAL ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE, UNTIL FINAL ACCEPTANCE BY THE GOVERNMENT. 17. ANY AND ALL REVISIONS SHALL BE IN WRITTEN CHANGE ORDER FORM AND APPROVED AND AUTHORIZED BY THE ANY AND ALL REVISIONS SHALL BE IN WRITTEN CHANGE ORDER FORM AND APPROVED AND AUTHORIZED BY THE GOVERNMENT BEFORE BEGINNING WORK. 18. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES, AND SHALL NOTIFY ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS, AS REQUIRED. 19. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, EXCEPT WHERE NOTED OTHERWISE, TYPICALLY INDICATED AS "BY OTHERS" OR "NOT IN CONTRACT", SUCH WORK BEING SHOWN FOR COORDINATION PURPOSES. 20. THE CONTRACTOR SHOULD NOTE THAT ONLY THOSE PORTIONS OF THE EXISTING STRUCTURE ARE SHOWN WHERE THE CONTRACTOR SHOULD NOTE THAT ONLY THOSE PORTIONS OF THE EXISTING STRUCTURE ARE SHOWN WHERE PERTINENT TO THE LOCATIONS OF SUPPORT FRAMING MODIFICATION OR ADDITION. DRAWINGS SHALL BE USED FOR LAYOUT RELATIVE TO THE EXISTING STRUCTURE, HOWEVER FIELD VERIFICATION OF FRAMING LOCATIONS IS REQUIRED BEFORE INSTALLATION OF ANY NEW FRAMING. 21. THE CONTRACTOR SHOULD VERIFY EXACT LOCATIONS AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS WHERE THE CONTRACTOR SHOULD VERIFY EXACT LOCATIONS AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS WHERE NOT SPECIFICALLY NOTED ON THIS SHEET, EXISTING BUILDING INFORMATION SHOWN IS FOR REFERENCE ONLY AND ALL INFORMATION SHALL BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION. 22. THE CONTRACTOR SHOULD VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. THE CONTRACTOR SHOULD VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. EXISTING PORTION OF PLANS ARE FROM LIMITED FIELD OBSERVATIONS AND AS-BUILT DRAWINGS, WHICH MAY OR MAY NOT REFLECT ACTUAL CURRENT AS-BUILT CONDITIONS OR DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE COR TO DETERMINE WHAT SHOULD BE DONE TO MATCH OR ACCOMMODATE EXISTING CONDITIONS AS REQUIRED. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF EXISTING CONDITIONS. REFER TO GENERAL NOTES AND SPECIFICATIONS. 23. SUSPENDED PIPING AND CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED THOSE SHOWN IN THE SUSPENDED PIPING AND CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED THOSE SHOWN IN THE DRAWINGS, SPECIFICATIONS OR ACCORDING TO THE GOVERNING CODES OVER SUCH WORK. 24. UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK WILL BE PERFORMED ON UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK WILL BE PERFORMED ON "OFF-HOURS" TIME TO AVOID UTILITY SERVICE INTERRUPTIONS TO FACILITY OPERATIONS IN THE VICINITY OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INTERRUPTIONS WITH THE COR TO OBTAIN APPROVAL FOR DISRUPTION TIMES AND DURATIONS. 25. THE LAYOUT OF ALL ELEMENTS OF CONSTRUCTION AS SHOWN ON THE DRAWINGS IS GENERALLY DIAGRAMMATIC THE LAYOUT OF ALL ELEMENTS OF CONSTRUCTION AS SHOWN ON THE DRAWINGS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT LOCATIONS OF ALL WORK AND COORDINATION BETWEEN TRADES. USE ONLY DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS OR USE ANY DIMENSIONS TAKEN FROM ELECTRONIC DRAWING FILES. ASSUME EQUAL SPACING IF NOT INDICATED ON DRAWINGS. 26. WHERE DIMENSIONS AND DETAILS OF SPECIFIC INSTALLATION AND OPERATING INSTRUCTIONS OF EQUIPMENT ARE WHERE DIMENSIONS AND DETAILS OF SPECIFIC INSTALLATION AND OPERATING INSTRUCTIONS OF EQUIPMENT ARE NOT PROVIDED IN THE DRAWINGS OR SPECIFICATIONS, PERFORM THE WORK ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION ADJUSTMENTS TO PROPERLY INSTALL ALL EQUIPMENT. FULLY COORDINATE AND INSTALL ALL EQUIPMENT COMPONENTS IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS. 27. OBSTRUCTIONS AND UNDERGROUND CONDITIONS, EXISTING FOUNDATIONS, UTILITIES, ETC. INDICATED ARE FOR OBSTRUCTIONS AND UNDERGROUND CONDITIONS, EXISTING FOUNDATIONS, UTILITIES, ETC. INDICATED ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH OF ALL OBSTRUCTIONS WITH THE APPROPRIATE AGENCY. 28. CONTRACTOR SHALL PROVIDE BARRICADES TO PROTECT THE GENERAL PUBLIC AND TO PREVENT UNCONTROLLED CONTRACTOR SHALL PROVIDE BARRICADES TO PROTECT THE GENERAL PUBLIC AND TO PREVENT UNCONTROLLED ACCESS TO THE SITE AT ALL TIMES. 29. THE GOVERNMENT MAKES NO REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, OR THE GOVERNMENT MAKES NO REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, OR EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITIES OR STRUCTURES, WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT UTILITIES AND STRUCTURES NOT OF RECORD WHETHER SHOWN OR NOT ON THESE PLANS. 30. SUPPORT AND BRACE MECHANICAL DUCTWORK AND PIPING, CONDUITS AND CABLE TRAYS, TELECOMMUNICATION SUPPORT AND BRACE MECHANICAL DUCTWORK AND PIPING, CONDUITS AND CABLE TRAYS, TELECOMMUNICATION WIRES AND CABLE TRAYS TO RESIST DIRECTIONAL FORCES (LATERAL, LONGITUDINAL AND VERTICAL.) 31. AT REGULAR INTERVALS, LATERALLY BRACE SUSPENDED CEILINGS AGAINST LATERAL AND VERTICAL MOVEMENTS. AT REGULAR INTERVALS, LATERALLY BRACE SUSPENDED CEILINGS AGAINST LATERAL AND VERTICAL MOVEMENTS. INDEPENDENTLY SUPPORT AND LATERALLY BRACE ALL LIGHTING FIXTURES. 32. "TYPICAL" OR "TYP." MEANS THAT THE CONDITION IS REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS "TYPICAL" OR "TYP." MEANS THAT THE CONDITION IS REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS OR DETAILS WITH ONLY SPECIFIC DIFFERENCES NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. "ALIGN" AS USED IN THESE DOCUMENTS MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE.

AutoCAD SHX Text STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS: STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS: TYPE YIELD ASTM SPEC. YIELD ASTM SPEC. ASTM SPEC. A. W, WT SHAPES: 50 KSI A992 W, WT SHAPES: 50 KSI A992 50 KSI A992 A992 B. BARS, PLATES, CHANNELS, ANGLES: 36 KSI A36 BARS, PLATES, CHANNELS, ANGLES: 36 KSI A36 36 KSI A36 A36 C. SQUARE, RECTANGULAR HSS: 46 KSI A500, GRADE B SQUARE, RECTANGULAR HSS: 46 KSI A500, GRADE B 46 KSI A500, GRADE B A500, GRADE B D. ROUND HSS: 42 KSI A500, GRADE B ROUND HSS: 42 KSI A500, GRADE B 42 KSI A500, GRADE B A500, GRADE B E. STRUCTURAL STEEL PIPE: 35 KSI A53, GRADE B STRUCTURAL STEEL PIPE: 35 KSI A53, GRADE B 35 KSI A53, GRADE B A53, GRADE B F. ALL-THREAD RODS: 36 KSI A36 ALL-THREAD RODS: 36 KSI A36 36 KSI A36 A36 G. ANCHOR RODS: 36 KSI A307 OR F1554-36 ANCHOR RODS: 36 KSI A307 OR F1554-36 36 KSI A307 OR F1554-36 A307 OR F1554-36 H. HEADED STUD ANCHORS: 60 KSI A108, GRADES 1010-1020 HEADED STUD ANCHORS: 60 KSI A108, GRADES 1010-1020 60 KSI A108, GRADES 1010-1020 A108, GRADES 1010-1020 2. BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 HIGH-STRENGTH BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 HIGH-STRENGTH BEARING TYPE BOLTS WITH THREADS EXCLUDED FROM THE SHEAR PLANE, INSTALLED SNUG TIGHT, UNLESS INSTALLED SNUG TIGHT, UNLESS UNLESS UNLESS NOTED OTHERWISE. BOLT HOLES SHALL BE INCH LARGER THAN BOLT DIAMETER UNLESS OTHERWISE NOTED. BOLT HOLES SHALL BE INCH LARGER THAN BOLT DIAMETER UNLESS OTHERWISE NOTED. 116 INCH LARGER THAN BOLT DIAMETER UNLESS OTHERWISE NOTED. 3. WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN SERIES. 4. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. ALL CONNECTIONS NOT FULLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED AND DETAILED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED, EMPLOYED OR RETAINED BY THE STEEL FABRICATOR. THE DESIGN AND DETAILING SHALL COMPLY WITH ALL APPLICABLE CODES AND SPECIFICATION SECTIONS. 5. PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. PROVIDE ASTM A194 GRADE 2H NUTS AND F436 WASHERS FOR ANCHOR BOLTS. 6. PROVIDE 1 1/2 INCH NON-SHRINK GROUT UNDER BASE PLATE AFTER ERECTION EXCEPT USE 2 1/2 INCH PROVIDE 1 1/2 INCH NON-SHRINK GROUT UNDER BASE PLATE AFTER ERECTION EXCEPT USE 2 1/2 INCH NON-SHRINK GROUT WHEN COLUMN ANCHOR BOLTS ARE 1 1/4 INCH DIAMETER OR GREATER. NON-SHRINK GROUT, WHERE INDICATED ON PLANS, SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING THE COSTS FOR ALL MISCELLANEOUS STEEL THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING THE COSTS FOR ALL MISCELLANEOUS STEEL IN THEIR BID, REGARDLESS OF WHETHER THOSE ITEMS ARE INDICATED ON THE STRUCTURAL DRAWINGS. THESE COSTS SHALL INCLUDE, BUT NOT LIMITED TO, MISCELLANEOUS STEEL ITEMS SHOWN ON ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. REFER TO DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION AND MISCELLANEOUS STEEL REQUIREMENTS. 8. CONNECTING PLATES, BASE PLATES, STIFFENERS, DOUBLER PLATES, CONTINUITY PLATES, SHEAR TABS, ETC., CONNECTING PLATES, BASE PLATES, STIFFENERS, DOUBLER PLATES, CONTINUITY PLATES, SHEAR TABS, ETC., SHALL BE SAME GRADE AS HIGHEST GRADE MEMBER AT CONNECTION, EXCEPT WHERE NOTED OTHERWISE. 9. ALL STEEL FABRICATION AND DETAILS SHALL COMPLY WITH MOST STRINGENT OF AISC CODE, THE AWS CODE, ALL STEEL FABRICATION AND DETAILS SHALL COMPLY WITH MOST STRINGENT OF AISC CODE, THE AWS CODE, THE REFERENCED CODES AND STANDARDS, AND CONTRACT DOCUMENTS. 10. ALL WELDS SHALL BE E700X UNLESS NOTED OTHERWISE. ALL WELDS SHALL BE E700X UNLESS NOTED OTHERWISE. 11. INSPECTIONS AND ACCEPTANCE OF ALL WELDS, INCLUDING ALL PENETRATION WELDS, IS PER THE MOST INSPECTIONS AND ACCEPTANCE OF ALL WELDS, INCLUDING ALL PENETRATION WELDS, IS PER THE MOST STRINGENT OF THE CODE, AWS REQUIREMENTS, AND CONTRACT DOCUMENTS. 12. ALL WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO ALL CODE AND AWS REQUIREMENTS. ALL WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO ALL CODE AND AWS REQUIREMENTS. 13. ALL STEEL WITH YIELD STRENGTHS OF 36000 PSI OR GREATER SHALL BE IDENTIFIED BY THE MILL AND ALL STEEL WITH YIELD STRENGTHS OF 36000 PSI OR GREATER SHALL BE IDENTIFIED BY THE MILL AND FABRICATION IN ACCORDANCE WITH THE DESIGN CODE. 14. "ALL THREAD" MATERIAL SHALL NOT BE SUBSTITUTED FOR BOLTS IN STEEL, CONCRETE, TIMBER, MASONRY, OR "ALL THREAD" MATERIAL SHALL NOT BE SUBSTITUTED FOR BOLTS IN STEEL, CONCRETE, TIMBER, MASONRY, OR ANY OTHER STRUCTURAL APPLICATION, UNLESS NOTED OTHERWISE.

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SBC 1976/1979 100 PSF + 25 PSF PARTITION 100 PSF 125 PSF 2500 LB 10 PSF

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1. CODE (ASSUMED) CODE (ASSUMED) 2. FLOOR LIVE LOADS FLOOR LIVE LOADS 3. CORRIDOR LIVE LOADS CORRIDOR LIVE LOADS 4. INTERSTITIAL LEVEL LIVE LOADS INTERSTITIAL LEVEL LIVE LOADS 5. INDIVIDUAL TEST POINT LOAD USED IN DESIGN INDIVIDUAL TEST POINT LOAD USED IN DESIGN 6. INTERSTITIAL DEAD LOADS (GENERAL)INTERSTITIAL DEAD LOADS (GENERAL)

AutoCAD SHX Text IBC 2018 60 PSF + 15 PSF PARTITION 80 PSF 1000 LB 0.102 0.046 0.170 0.107 1.5 C E MOMENT RESISTING FRAME SYSTEM ORDINARY STEEL MOMENT FRAMES 3.5 3 3 0.073W (0.051W ASD) EQUIVALENT LATERAL FORCE (COMPONENT ANALYSIS ONLY THIS PROJECT)

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1. BUILDING CODE BUILDING CODE 2. LIVE LOADS LIVE LOADS OCCUPIED FLOORS (INCLUDES PARTITION ALLOWANCE) OCCUPIED FLOORS (INCLUDES PARTITION ALLOWANCE) CORRIDORS ABOVE GROUND FLOOR INDIVIDUAL TEST POINT LOAD USED IN DESIGN 3. EARTHQUAKE LOADS EARTHQUAKE LOADS A. MAPPED SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SS MAPPED SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SS B. MAPPED SPECTRAL RESPONSE ACCELERATION (1-SEC. PERIOD), S1 MAPPED SPECTRAL RESPONSE ACCELERATION (1-SEC. PERIOD), S1 C. DESIGN SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SDS DESIGN SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SDS D. DESIGN SPECTRAL RESPONSE ACCELERATION (1-SEC. PERIOD), SD1 DESIGN SPECTRAL RESPONSE ACCELERATION (1-SEC. PERIOD), SD1 E. IMPORTANCE FACTOR, I IMPORTANCE FACTOR, I F. SEISMIC DESIGN CATEGORY SEISMIC DESIGN CATEGORY G. SITE CLASS SITE CLASS H. BASIC STRUCTURAL SYSTEM BASIC STRUCTURAL SYSTEM I. BASIC SEISMIC FORCE RESISTING SYSTEM BASIC SEISMIC FORCE RESISTING SYSTEM J. RESPONSE MODIFICATION COEFFICIENT, R RESPONSE MODIFICATION COEFFICIENT, R K. DEFLECTION AMPLIFICATION FACTOR, Cd DEFLECTION AMPLIFICATION FACTOR, Cd L. SYSTEM OVERSTRENGTH FACTOR SYSTEM OVERSTRENGTH FACTOR M. SEISMIC RESPONSE COEFFICIENT, Cs SEISMIC RESPONSE COEFFICIENT, Cs N. ANALYSIS PROCEDURE ANALYSIS PROCEDURE

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EXISTING (STEEL) BUILDING DESIGN LOADS

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BUILDING DESIGN LOADS USED FOR MODIFICATIONS

AutoCAD SHX Text GENERAL CONTINUED 33. "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCED STANDARDS, BY EXISTING "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCED STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY ACCEPTED CONSTRUCTION PRACTICE OR BY THE CONTRACT DOCUMENTS. 34. NON-STRUCTURAL BUILDING COMPONENTS ARE COMPONENTS OR SYSTEMS THAT ARE NOT PART OF THE NON-STRUCTURAL BUILDING COMPONENTS ARE COMPONENTS OR SYSTEMS THAT ARE NOT PART OF THE BUILDING'S STRUCTURAL SYSTEM WHETHER INSIDE OR OUTSIDE, ABOVE OR BELOW GRADE. NON-STRUCTURAL COMPONENTS OF BUILDINGS INCLUDE; SUSPENDED CEILING; BRACING AT TOP OF WALLS THAT DO NOW FULLY EXTEND FROM FLOW TO STRUCTURE ABOVE; POWER AND LIGHTING SYSTEMS; PANELS; FIRE PROTECTION AND ALARM SYSTEMS; TELEPHONE AND COMMUNICATION SYSTEMS; HEATING, VENTILATION, AND AIR-CONDITIONING SYSTEMS; ROOF DRAINAGE PIPING; MEDICAL GAS PIPING; SPRINKLER SYSTEMS; MEDICAL EQUIPMENT AND OTHER EQUIPMENT EXCEEDING WEIGHT LIMITATIONS AS SPECIFIED AND DETAILED. 35. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING HANGERS OR OTHER SUPPORTS CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING HANGERS OR OTHER SUPPORTS FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS REQUIRING SAME. 36.