580-18-111 Phase 2 Cath Lab 2 Drawings.pdf

VA APPROVAL

MEDICAL CENTER DIRECTOR

MEDICAL CENTER ASSOC. DIRECTOR

CHIEF OF STAFF

ASSOC. DIRECTOR OF PATIENT CARE

CHIEF FES

PROJECT SECTION SUPV.

PROJECT MANAGER

GENERAL UTILITIES FOREMAN

PATIENT CARE FOREMAN CONTRACTING OFFICER

INFECTION PREVENTION

CIO OFFICER

SAFETY OFFICE

PATIENTSAFETY MANAGER

CHIEF LOGISTICS

SUPERVISOR BIO-MED SERVICE

FIRE CHIEF

GENERAL PROPERTIES FOREMAN

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

/1

/2

:4

:4

A

M C

U s e rs

\e d a v is

\D o c u m e n ts

\A

V A

H o u s to n -S it e P re p f o r

C a th L a b

-T X

-2

-0 e d a v is

P L

Y

G .r v t

G-001

COVER SHEET

1 5GTS

PHASE II: SITE PREP CATH

LAB #2

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

MAY 14, 2021

100% CONSTRUCTION DOCUMENTS

20-076

PHASE II: SITE PREP CATH LAB #2

2002 HOLCOMBE BLVD. HOUSTON, TX

77030

JAB

SEE PHILIPS / STRYKER FINAL SITE PREPARATION

SUPPORT

DOCUMENT REFERENCE DRAWINGS FOR SPECIFIC

EQUIPMENT REQUIRMENTS.

BLDG 100 BLDG 100

BLDG 100

DRAWING LIST

GENERAL

G-001 COVER SHEET 1 5

G-002 GENERAL INFORMATION 2 5

G-101 GROUND AND THIRD FLOOR CONSTRUCTION ACCESS PLANS 3 5

G-102 PHASING AND ICRA PLANS 4 5

G-501 ICRA STANDARD DETAILS 5 5

STRUCTURAL

S-101 PARTIAL EXISTING CEILING FRAMING PLAN, SECTIONS & DETAILS 1 1

ARCHITECTURAL

AD100 REFERENCE PHOTOS 1 45

AD101 DEMOLITION PLAN AND REFLECTED CEILING PLAN 2 45

A-101 NEW WORK FLOOR PLAN 3 45

A-110 REFLECTED CEILING PLAN, PARTITION TYPES, ROOM SECTION, DOOR SCHEDULE AND DETAILS 4 45

QH101 STRYKER - SLD AIRFRAME 5 45

QH102 STRYKER - SLD AIRFRAME 6 45

QH103 PHILIPS - CATH LAB EQUIPMENT 7 45

QH104 PHILIPS - CATH LAB EQUIPMENT 8 45

QH105 PHILIPS - CATH LAB EQUIPMENT 9 45

QH106 PHILIPS - CATH LAB EQUIPMENT 10 45

QH107 PHILIPS - CATH LAB EQUIPMENT 11 45

QH108 PHILIPS - CATH LAB EQUIPMENT 12 45

QH109 PHILIPS - CATH LAB EQUIPMENT 13 45

QH110 PHILIPS - CATH LAB EQUIPMENT 14 45

QH111 PHILIPS - CATH LAB EQUIPMENT 15 45

QH112 PHILIPS - CATH LAB EQUIPMENT 16 45

QH113 PHILIPS - CATH LAB EQUIPMENT 17 45

QH114 PHILIPS - CATH LAB EQUIPMENT 18 45

QH115 PHILIPS - CATH LAB EQUIPMENT 19 45

QH116 PHILIPS - CATH LAB EQUIPMENT 20 45

QH117 PHILIPS - CATH LAB EQUIPMENT 21 45

QH118 PHILIPS - CATH LAB EQUIPMENT 22 45

QH119 PHILIPS - CATH LAB EQUIPMENT 23 45

QH120 PHILIPS - CATH LAB EQUIPMENT 24 45

QH121 PHILIPS - CATH LAB EQUIPMENT 25 45

QH122 PHILIPS - CATH LAB EQUIPMENT 26 45

QH123 PHILIPS - CATH LAB EQUIPMENT 27 45

QH124 PHILIPS - CATH LAB EQUIPMENT 28 45

QH125 PHILIPS - CATH LAB EQUIPMENT 29 45

QH126 PHILIPS - CATH LAB EQUIPMENT 30 45

QH127 PHILIPS - CATH LAB EQUIPMENT 31 45

QH128 PHILIPS - CATH LAB EQUIPMENT 32 45

QH129 PHILIPS - CATH LAB EQUIPMENT 33 45

QH130 PHILIPS - CATH LAB EQUIPMENT 34 45

QH131 PHILIPS - CATH LAB EQUIPMENT 35 45

QH132 PHILIPS - CATH LAB EQUIPMENT 36 45

QH133 PHILIPS - CATH LAB EQUIPMENT 37 45

QH134 PHILIPS - CATH LAB EQUIPMENT 38 45

QH135 PHILIPS - CATH LAB EQUIPMENT 39 45

QH136 PHILIPS - CATH LAB EQUIPMENT 40 45

QH137 PHILIPS - CATH LAB EQUIPMENT 41 45

QH138 PHILIPS - CATH LAB EQUIPMENT 42 45

QH139 PHILIPS - CATH LAB EQUIPMENT 43 45

QH140 PHILIPS - CATH LAB EQUIPMENT 44 45

QH141 PHILIPS - CATH LAB EQUIPMENT 45 45

INTERIORS

I-101 FIRST FLOOR FINISH PLAN AND CASEWORK ELEVATIONS 1 2

I-201 EQUIPMENT PLAN AND SCHEDULE 2 2

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 2

FX101 THIRD FLOOR FIRE SUPPRESSION PLANS 2 2

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 2

PG101 THIRD FLOOR MEDICAL GAS PLANS 2 2

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 5

MH101 THIRD FLOOR MECHANICAL PLANS 2 5

MH102 ROOF HVAC PLAN 3 5

M-501 MECHANICAL DETAILS 4 5

M-502 MECHANICAL CONTROLS & SCHEDULES 5 5

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 6

EP101 THIRD FLOOR POWER PLAN 2 6

EP102 THIRD FLOOR OVERALL POWER PLAN 3 6

E-501 ELECTRICAL DETAILS 4 6

E-601 POWER RISER DIAGRAM AND LUMINAIRE SCHEDULE 5 6

E-602 PANEL SCHEDULES 6 6

DocuSign Envelope ID: ABEF0954-7CF2-4FDA-A983-883A60F86D57

5/13/2021 mnorris Text Box

HOUSTON, TX 77030

mnorris Rectangle

Philips STRYKER SLD Contractor Bio Med

All ICRA responsibilities x

Demo of Existing Philips Equipment, and existing Rails excluding unit strut x

Demo of Existing Interstitial Structural Support (including channel steel support members ) x

Existing Control Room Equipment x X

Some VA owned computer monitoring Equipment x

Interstitial Enclosure Demo and Penetration x

Door from Control Room to Procedure Room x

Furnishing of Floor Plate x

Floor Plate Mounting, surface Prep incuding drilling and/or tapping of holes x

Installation of brackets for SLD system x

SLD System (Design/Fabricate/Install structure to support SLD Airframe system and all Stryker booms and lights.) x x

Philips New Unistrut channel supports x x

Provide and install SLD Airframe system incorporating mounting rails for Philips systems. x

Installation of insulation around SLD system and connect points. x

Penetrations and final ductwork connections to the Airframe system. x

Demolish existing sprinkler heads and associated branch piping, as required, back to the mains. Reuse existing piping to the maximum extent practical. Install new sprinkler heads to provide the required coverage for the new floor/ceiling plans.

x

Installation of airframe lighting x

Switching and control of airframe lighting x

Room lighting and control outside of airframe perimeter x

Mounting supports for booms x

Installation of Booms and light Suspension x

All Med gas routing and connections for all STRYKER Booms x

All Electrical routing and connections for all STRYKER Booms (Final Connection to facility for line and low voltage wiring from STRYKER

Booms) x

Interstitial Enclosure Structure and Architectural Work x

48U and 9U Rack (Wiring and Conduit by GC) x

IT racks for medical equipment and final connections x

Pathways/conduit for all equipment, low voltage, and power cabling x

Removal of existing Philips UPS Equipment (Philips does not remove existing ups or any demo of area, other existing Philips equipment will be removed. Existing wire could be cut, contractor to remove) x

Removal of existing Conduit associated with existing UPS equipment x

Furnishing and Delivery of UPS (if it is pallet jack accessible) x

Contractor responsible for wiring and final positioning of UPS x

Provide conduit, routing, and final connection for UPS x

Removal of all existing equipment not mounted to floors or walls x

In all instances, where Philips is not responsible for installing/ anchoring the wall mounted equipment x

Note: Contractor is responsible for ensuring all work that is the responsibility of others and is scheduled in sequence with the contractors portions of work.

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

PAPER TOWEL DISPENSER/

WASTE RECEPTICLE

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK OUTLET

TOWEL BAR

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

CLOCK & NURSE CALL DEVICESTOILET ACCESSORIES

6"

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

INTERCOM

STATION

INTERCOM

MASTER

STATION

INTERCOM

WALL

OUTLET

INTERCOM STATION

WALL PROTECTION

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNERGUARD

DRINKING FOUNTAIN

WHEELCHAIR ACCESSIBLE

(CANTILEVERED STYLE)

17" - 19"

8" MIN

9" MIN

6" MAX

M

IN

T O

P O

F S

P O

U T

' M

A X

MISC. WALL DEVICES

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT

BETWEEN THE COR AND CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR

ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE

NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND

UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING.

WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION

OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER

QUALITY OR GREATER QUANTITY OF WORK.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE

COR OF ANY DISCREPANCY DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

8. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS

SHALL GOVERN.

9. COORDINATE WORK OF ALL TRADES AND VENDORS PRIOR TO START OF CONSTRUCTION.

10. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC.

THE CONTRACTOR SHALL FURNISH ALL NECESSARY PERMITS.

11. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.) INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN

CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK

SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR

WARRANTY FOR THEIR WORK UNLESS A LONGER WARRANTY IS INDICATED IN THE SPECIFICATIONS.

12. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY

REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

13. APOGEE'S DRAWINGS AND SPECIFICATIONS REFERENCE PHILIPS STRYKER / ZERO GRAVITY - FINAL SITE

PREPARATION SUPPORT DRAWINGS. THESE DRAWINGS SHALL BE USED IN CONCERT WITH THE

BUILDING DRAWINGS FOR A COMPLETE PROJECT SCOPE OF WORK.

14. ALL EXISTING PHILIPS X RAY EQUIPMENT AND CONTROLS SHALL BE REMOVED BY PHILIPS AS PART OF

ANOTHER PROJECT.

15. CONTRACTOR TO REFER TO PHILIPS / STRYKER DRAWINGS FOR MORE PROJECT DETAILS AND

INFORMATION.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL CENTER GROUNDS.

4. PATCH WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT CONSTRUCTION UNLESS INDICATED

OTHERWISE.

5. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND

FINISHES TO MATCH EXISTING.

6. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION

REQUIRED FOR THE COMPLETION OF THE PROJECT.

7. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF

ELECTRICAL SYSTEMS.

8. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR OUTSIDE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE

PROJECT.

9. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERENTLY FROM THAT INDICATED OR

THAT ARE NOT IDENTIFIED. SHALL BE REPORTED TO THE CONTRACTING OFFICER.

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE

WINDOW TYPE ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE

CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1 PHASING KEYNOTE

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:4

:4

A

M C

U s e rs

\e d a v is

\D o c u m e n ts

\A

V A

H o u s to n -S it e P re p f o r

C a th L a b

-T X

-2

-0 e d a v is

P L

Y

G .r v t

G-002

GENERAL INFORMATION

2 5GTS

PHASE II: SITE PREP CATH

LAB #2

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

MAY 14, 2021

100% CONSTRUCTION DOCUMENTS

20-076

JAB

GENERAL SYMBOL LEGEND

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

GENERAL NOTESDEMOLITION NOTES ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

RESPONSIBILITY MATRIX

DocuSign Envelope ID: ABEF0954-7CF2-4FDA-A983-883A60F86D57

5/13/2021

SERVICE DRIVE

LOADING DOCKS

RAMP UP

TRASH

SERVICE TUNNEL

MECH

BAY-8

DIETARY - 244

ELEV MACH

FIRE STAIR

ST-4

TRANSFORMER

VESTBC-412

BC-410

REFEIG # 4

CANTEEN HOLD

ELEVATOR

ELEVATOR ELEVATORELEVATOR

HAC

ELEVATORELEVATOR

SERV ELEV LOBBY

ELEVATOR

ELEVATOR

STAIR

EMS SUPERIORPROS STOR

NON-FOOD STOR

RCVG

CENTER

REFIRG # 1

SOILED WARE AND CARTS

FOOD STOR

INGRD CONT

CLEAN WARE CORR

POT WASH

ATS TERMINAL

SPECIAL DIET

ALCOVE

COMP

CATERING

STOR

MEAT REFR BREAD/EGGS REFR

FRZ

DAIRY REFR

FRZ

ICE CREAM

VEG REFR

COLD FOOD/ PREP

REFRIG # 5

FRZ

ADMIN.

CD FD PDSVC

TIME KEEPER

CONF/CL ROOM

STUDY COOK SUP

REFRIG # 6

FREEZER # 4

FREEZER # 8

HOLD

DEIT COM

SOILED WARE

MAIL HOLD

STOR

BC-252C

BC-250C

BC-200

S-9

S-8

ST-9

BC-251

S-10 FUT

CBC-201

S-7 S-6

BC-220

BC-210

BC-250F

CBC-206

BC-220B

BC-220A

BC-230

BC-250E

BC-250D

CBC-208

BC-230A

CBC-207

BC-250S

CBC-200

BC-240

BC-252B

BC-252A

BC-250U

BC-270J

BC-272

BC-250G BC-250J

BC-250H

BC-250L

BC-250NBC-250K

BC-250R

BC-250M

BC-250P

BC-270C

BC-270D

BC-270B

BC-270E

BC-270G

BC-270F

BC-270H

BC-250T

T-4

T-3

BC-207

BC-209

UP

SUMP

PIT

SAND

PIT

CAN WASH

TRASH COLL

CONTAM WASTE

STOR

MAIL HOLD

LOADING DOCK

TRANSFORMER &

SWITCHGEAR

SILVER

COLL

CORRIDOR

ELEC

MECHANICAL BAY-8

DOCK

LEVELER

CORR

STAIR

STAIR

ELEVATOR

ELEVATOR

R A

M P

D

O W

N

BC-201

BC-203

BC-205

BC-209

BC-207

CBC-100

BC-100A

ST-14

BA-101

CBC-205

ST-10

BC-100B

BC-100

CBC-204

S-9

S-8

AREAWAY

CORR

FRZ FRZ

CONF/CLRM

STUDY

STOR

COOK SUP COMP

COLL

SILVER

FEC

CBA-100

BC-250H BC-250P

BC-270E

BC-270F

BC-270G

BC-270H BC-270J

BA-101

Z3L02

Z3L03

Z3H09

Z3H11

Z3H06

Z3H01H

Z3H04

T22E

CSWK 27

CSWK 26

4" CONC. PAD

FD

FD

FD FD

FD

1AA7 <BL>

1AA2 <BL>

1AA19 <BL>

1A101

6A12

1D

1A1

1N5

1A102

1D

1D

1A125 <A>

1A125 <A>

1D

6B12

1A1

1H2

1P1 <A>

2G12 <F>

1D

1D

1D

1AC

6B45

6B41

6B45

9C2 <A>

6B87

1D

2G5 <E>2G1 <E>

1A11A1

6B48

1R2

8R1

1D

ST-14

VEST

FLUOR

DIAG

CORR

RECVY

C LIN

HD NUR

STR STOR

FAM WAIT

BED CUB

BED CUB

BED CUB

FAMILY CONSULT

NOUR STA

ROOM

CORR

CORR

CORR

NUR STA

GAMMA CAM

M/F TOILET

FIRE STAIR

ENGR

W/C REP

MECHANICAL BAY-8

F

LK

R S

FT

LNG

TELEMETRY

WARD CL

EQUIP STORAGE

MECHANICAL BAY-8

BATH

EDUCATION ROOM

ECHO

ECHO ECHO ECHO

STORAGE

ECHO

ECHO

CORRIDOR

OFFICE

ADMIN

PS

CORR

ADMIN

STRESS

CORR

CORR

EQUIPMENT

WAITING

CATH LAB

CORR

CONTROL

COMP

CATH ROOMCATH ROOM

CORR

HS & STUDY CUB

SECY

CH CLIN

PUL LAB

PHYS

MT

M LKRS

LNG

FT

CORR

ELEVATOR ELEVATOR ELEVATOR

ELEVATOR

SERV ELEV LOBBY

ELEVATOR ELEVATOR

MACH STOR

X-RAY

STOR

CORR

F LKRS

BMS

CORR

STAIR

ELEVATOR

ELEVATOR

STAIR

MT

M LKR

ENGR

W/C REP

F LKR

CORR

FT

MT ATS TERMINAL

FT

CORR

VEST

CORR

ST-14

BAY 6BAY 4 BAY 5

PASSAGE

STAFF TOIL

OFFICE

OFFICE

CHIEF'S OFFICE

AO'S OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CORRIDOR

CORR

NIDL

DL

CM

CORRIDOR

EX ROOM

#4

EX ROOM

#3

EX ROOM

#2

EX ROOM

#1

MEN DRESS WOMEN

REGISTER

REGISTER

RECEPTION

PASSAGE

SHOWER

DRESS

VEST

EQUIP

EXAM

ST TLT

EXAM

ROOM

EXAM

ROOM

BAY 8

EX ROOM

EX ROOM EX ROOM

OFFICE

PAT TLT

PAT TLT

EX ROOMEX ROOMEX ROOMEX ROOMEX ROOM

EX ROOM

ECHO

M LKR

OFFICE

OFFICE

OFFICE

HALL

OFFICE

OFFICE

CHANGING

PAT EDUC

BAY 3

3C-418

3C-444

3C-420

C3C-400

3C-440

3C-438

3C-436

3C-412

3C-430

3C-454

3C-452

3C-450

3C-439 3C-437

C3C-409

C3C-411

C3C-410

C3C-415

C3C-414

3C-442

3C-414

3C-400D

3C-400E

2C-418A

C

C

3C-416D

3C-416

3C-433

2C-418A

3C-310C

3C-310A

3C-333

3C-330C 3C-330B 3C-330A

3C-338 3C-336

C3C-312

3C-304

3C-302

3C-306A

C3C-315

3C-306

3C-337

C3C-303

3C-375

C3C-313

3C-370B

3C-371

3C-370A

C3C-301

3C-370

3C-352B

3C-3523C-344

C3C-311

3C-381

3C-383

3C-385

3C-387

3C-416A

3C-416B

3C-416

3C-416D

C3C-214

S-9 S-10 FUT

S-8

C3C-200

S-7 S-6

C3C-202

3C-201

C3C-300

3C-416C

C3C-201

3C-340

ST-10

3C-400B

3C-400C

3C-400D

3C-400E

C3B-201

3C-211D

3C-414

C3C-400 3C-418

C3C-401

3C-359

3C-310B

3C-310D

3C-310E

3C-310F

3C-320D

3C-320C

3C-320B

3C-320A

C3C-311

C3C-314

3C-300A

3C-300B

3C-300C

C3C-315

3C-301B3C-301A

3C-303B

3C-303A

Z3H05 Z3H08

Z3H14 Z3H15

Z3H17

Z3H17

Z3H12

3C-367 3C365

3C-373

3C-371A

3C-362

C3C-201

3C-335A

3C-335 3C-305

3C-301F

3C-303C 3C-303D 3C361A

3C361

3C360

3C301J3C301H3C301E3C301D3C301C

3C-301G

3C-334

3C-332C

3C-332D

3C-332E

3C-332

3C-332B

3C-332A

3C-337A

3C-331

Z3H14

G

H

H.5

G.2

J

22 21

K

L

M

N

2425 20 19

G

H

H.5

G.2

J

22 21

K

L

M

2425 20

CATH

LAB #2

3C-344

COMP

3C-352B

MECHANICAL

BAY - 8

2C-418A

PROPOSED

CONSTRUCTION

ACCESS ROUTE

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/1

/2

:4

:5

A

M C

U s e rs

\e d a v is

\D o c u m e n ts

\A

V A

H o u s to n -S it e P re p f o r

C a th L a b

-T X

-2

-0 e d a v is

P L

Y

G .r v t

G-101

GROUND AND THIRD FLOOR

CONSTRUCTION ACCESS PLANS

3 5GTS

PHASE II: SITE PREP CATH

LAB #2

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

MAY 14, 2021

100% CONSTRUCTION DOCUMENTS

20-076

JAB

N

KEY PLAN

AREA OF WORK

L

H

D C

G F

B

K J

E

A

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

PARTIAL GROUND FLOOR CONSTRUCTION ACCESS PLAN

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

PARTITAL THIRD FLOOR CONSTRUCTION ACCESS PLAN

A. LIFE SAFETY WILL NOT BE AFFECTED DUE TO NO

CHANGES IN BUILDING USE, OCCUPANCY OR

EGRESS.

B. CONSTRUCTION ROUTE ACCESS PATH SHOWN AS

AN OPTION FOR REFERENCE ONLY. FINAL PATH

SEQUENCE AND SCHEDULE TO BE COORDINATED

WITH VA COR PRIOR TO CONSTRUCTION AND

EQUIPMENT DELIVERIES.

NORTH

0 8 16 32

NORTH

0 8 16 32

1 FOR EMERGENCY ACCESS DURING

CONSTRUCTION. WORKERS CAN BRING

LIGHT CONSTRUCTION MATERIAL THROUGH

STAIRS.

ACCESS LEGEND

S

S

S SS

S S

S S S S S

S

S S

S SS

S S

S S S S S

S

S S

S SS

S S

S S S S S

UP

UP

UP

S S

S S

S SS

S S

S SS S S S

S SS S

S S

S S

S S

S

S S

S SS

S S

S S S S S

S

S S

S SS

S S

S S S S S H

H.5

J

3C-344

CATH LAB #2

3C-352B

COMP

Z3H05

EXAM

Z3H08

EXAM

CATH

ROOM #1

3C-352

NO WORK

NO WORK NO WORK

CLR

48"

C L R

H

H.5

J

CATH

LAB #2

3C-344

EQUIP

3C-344A

CATH

ROOM #1

3C-352

COMP

3C-352B

EXAM

Z3H05

EXAM

Z3H08

NO WORK

NO WORK NO WORK

H

H.5

J

CATH

LAB #2

3C-344

EQUIP

3C-344A

CATH

ROOM #1

3C-352

COMP

3C-352B

EXAM

Z3H05

EXAM

Z3H08

NO WORK

NO WORK NO WORK

G

H

H.5

G.2

J

22 21

3C-344

CATH LAB #2

3C-344A

EQUIP

3C-352B

COMP

Z3H05

EXAM

CATH

ROOM #1

3C-352

Z3H08

EXAM

Room

Z3H04

STAIR

MECHANICAL

BAY - 8

2C-418A

VESTIBULE

3C-418

CORRIDOR

C3C-401

ECHO

3C-330A

ECHO

3C-330B

ECHO

3C-330C

NO WORK

NO WORK NO WORK

OPEN ENTRY ONLY AT THE

DIRECTION OF THE VA.

COR.

NO WORK

NO WORKNO WORKNO WORK

H

H.5

J

CATH

LAB #2

3C-344

3C-352B

COMP

Z3H05

EXAM

Z3H08

EXAM

CATH

ROOM #1

3C-352

NO WORK

NO WORK NO WORK

H

H.5

J

CATH

LAB #2

3C-344

EQUIP

3C-344A

CATH

ROOM #1

3C-352

COMP

3C-352B

EXAM

Z3H05

EXAM

Z3H08

NO WORK

NO WORK NO WORK

1'-0" TYP

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/1

/2

:4

:5

A

M C

U s e rs

\e d a v is

\D o c u m e n ts

\A

V A

H o u s to n -S it e P re p f o r

C a th L a b

-T X

-2

-0 e d a v is

P L

Y

G .r v t

G-102

PHASING AND ICRA PLANS

4 5GTS

PHASE II: SITE PREP CATH

LAB #2

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

MAY 14, 2021

100% CONSTRUCTION DOCUMENTS

20-076

JAB

Scale: 1/8" = 1'-0"

ICRA PHASE 1 & 2 - DEMOLITION OF EXISTING

INFRASTRUCTURE

Scale: 1/8" = 1'-0"

ICRA PHASE 4 - REMODEL

CATH LAB #2 SPACE

PHASE 1:

PRIOR TO THE START OF DESTRUCTIVE DEMOLITION ACTIVITIES, THE VA COR SHALL

ORGANIZE A PRE-DEMOLITION MEETING WITH THE GC, THE PHILIPS EQUIPMENT REP AND

THE STRYKER REP TO DETERMINE THE OWNERSHIP/RESPONSIBILITY TO DISCONNECT

AND REMOVE ALL EQUIPMENT FROM THE SPACE. ALL EXISTING PLUMBING, MECHANICAL,

ELECTRICAL, MED GAS, IT, AND ANY OTHER EXISTING BUILDING UTILITY SHALL BE

TERMINATED IN PLACE AND CAPPED TO THE APPROVAL OF THE COR.

Scale: 1/8" = 1'-0"

ICRA PHASE 5 - EQUIPMENT INSTALLATION AND

COMPLETE REMAINING FINISHES

Scale: 1/8" = 1'-0"

THIRD FLOOR OVERALL AREA OF WORK PLAN FOR CATH LAB #2

NORTH

0 4 8 16

NORTH

0 4 8 16

NORTH

0 4 8 16

NORTH

0 4 8 16

A. SEE SHEET G-501 FOR ICRA DETAILS, NOTES AND

INTERSTITIAL ICRA NOTES.

B. KEY NOTES AND DRAWINGS ARE INTENDED TO

GRAPHICALLY REPRESENT GENERAL WORK AND DO

NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE

SPECIFICATIONS FOR DETAILED REQUIREMENTS.

C. REMOVE EXISTING CONSTRUCTION AS DESIGNATED

HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

D. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY

DISPOSED OFF MEDICAL CENTER GROUNDS.

E. PATCHED WALL OPENING SHALL MATCH THE

INTEGRITY OF ADJACENT CONSTRUCTION UNLESS

INDICATED OTHERWISE.

F. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT

INDICATED FOR INSTALLATION OF ELECTRICAL OR

DATA ITEMS. AFTER SUCH DEMOLITION AND

INSTALLATION, PATCH OR REPLACE MATERIALS AND

FINISHES TO MATCH EXISTING.

G. THE INFORMATION CONTAINED IN THESE DEMOLITION

DOCUMENTS DEFINES GENERAL SCOPE ONLY AND

DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY OF PROVIDING ALL DEMOLITION

REQUIRED FOR THE COMPLETION OF THE PROJECT.

H. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER

INFORMATION REGARDING DEMOLITION OF

ELECTRICAL SYSTEMS.

I. BEFORE THE START OF WORK, IDENTIFY ANY

REQUIRED DEMOLITION BEYOND THE IDENTIFIED

PROJECT SCOPE WHETHER ABOVE, BELOW OR

OUTSIDE PROJECT AREA. NOTIFY AND COORDINATE

WITH THE COR, PROVIDE DEMOLITION OF THESE

AREAS AND PATCH THE SAME AS A PART OF THE

SCOPE OF THE PROJECT.

J. ALL DEMOLITION WORK SHALL BE PERFORMED WITH

DUE CARE AND DILIGENCE IN ORDER TO PREVENT

ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE

OR CONCEALED UTILITIES INTENDED TO REMAIN IN

SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS

LOCATED DIFFERENTLY FROM THAT INDICATED OR

THAT ARE NOT IDENTIFIED. SHALL BE REPORTED TO

THE CONTRACTING OFFICER.

Scale: 1/8" = 1'-0"

ICRA PHASE 3 - DEMOLITION

OF INTERSTITIAL SLAB

Scale: 1/8" = 1'-0"

ICRA PHASE 3A - REBUILD

OF INTERSTITIAL SLAB

1. PROVIDE CONSTRUCTION SIGN ON THIS SIDE OF

ROOM. THIS ENTRY WILL BE TEMPORARILY SEALED

OFF AROUND DOOR FRAME FOR THE DURATION OF

THE PROJECT. PROVIDE DUST PROTECTION AT DOOR

LOCATION THROUGHOUT DURATION OF

CONSTRUCTION.

2. THIS ENTRY WILL SERVE AS THE CONTRACTOR

ENTRANCE TO THE SPACE FOR THE DURATION OF

THE PROJECT.

3. ICRA WALL TYPE B, SEE DETAIL 6/G-501.

4. TEMPORARY PLASTIC BARRIER WITH ZIPPER ENTRY.

5. TEMPORARY HARD DOOR. MAINTAIN SMOKE

PARTITION RATING.

6. PROVIDE STICKY MAT.

7. REMOVE COUNTERTOP ONLY ON THIS SIDE OF THE

ROOM. PROVIDE TEMPORARY DUST PROTECTION

DURING DEMOLITION PROCESS.

8. USE HEPA CART FOR ABOVE CEILING WORK IN SUITE

CORRIDOR AREA 3C-352B. COORDINATE SCHEDULE

AS TO NOT INTERFERE WITH CATH LAB #1

OPERATION.

9. TEMPORARILY REMOVE AND STORE EXISTING

CEILING TILES IN THIS AREA AS REQUIRED. RETURN

TILES TO THEIR ORIGINAL LOCATION IN THE CEILING

PRIOR TO LEAVING THE CONSTRUCTION SITE EACH

DAY. REPAIR DAMAGE HARD CEILING FINISH TO

MATCH EXISTING.

10. INTERSTITIAL SLAB AREA TO BE DEMOLISHED.

11. NEW RAISED INTERSTITIAL SLAB TO BE

CONSTRUCTED.

12. PROVIDE ICRA PLASTIC BARRIER, FROM TOP SIDE OF

INTERSTITIAL FLOOR SLAB TO THE UNDERSIDE OF

THE STRUCTURAL FLOOR OR STRUCTURAL

MEMBERS ABOVE, OFFSET 12" AROUND THE AREA OF

THE INTERSTITIAL SLAB DEMOLITION. THE PLASTIC

BARRIER SHALL WRAP AROUND ALL HVAC &

ELECTRICAL DUCTS, EQUIPMENT, STEEL

STRUCTURE, PIPING, ETC. TO PROVIDE A COMPLETE

DUST FREE BARRIER TO THE SURROUNDING

INTERSTITIAL FLOOR AREA.

13. INSTALL NEW COUNTERTOP DURING THIS PHASE.

PROVIDE TEMPORARY DUST PROTECTION DURING

INSTALLATION.

14. EXISTING DOOR PANEL TO BE REMOVED AND

REPLACED AT THE COMPLETION OF CONSTRUCTION.

15. NEW DOOR PANELS TO BE INSTALLED AT THE

COMPLETION OF CONSTRUCTION.

16. MEP WORK PERFORMED IN MECHANICAL BAY-8 TO

BE COORDINATED WITH DRAWINGS AND COR TO

ENSURE HOSPITAL REMAINS OPERATIONAL.SEE

ELECTRICAL AND MECHANICAL DWGS FOR NEW UPS

EQUIPMENT

NORTH

0 4 8 16

NORTH

0 4 8 16

PHASE 4:

PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, THE VA COR SHALL ORGANIZE A

PRE-CONSTRUCTION MEETING WITH THE GC, THE PHILIPS EQUIPMENT REP AND THE

STRYKER REP TO VERIFY LOCATIONS AND SIZE REQUIREMENTS FOR ALL NEW

EQUIPMENT ARE MET. ALL PLUMBING, MECHANICAL, ELECTRICAL, MED GAS, IT, AND ANY

OTHER BUILDING UTILITIES SHALL BE COORDINATED WITH THE VENDORS AND BID SET.

PHASE 5:

PRIOR TO THE START OF INSTALLATION ACTIVITIES, THE VA COR SHALL ORGANIZE A

PRE-INSTALLATION MEETING WITH THE GC, THE PHILIPS EQUIPMENT REP AND THE

STRYKER REP TO DETERMINE THE OWNERSHIP/RESPONSIBILITY TO CONNECT AND

INSTALL ALL EQUIPMENT WITHIN THE SPACE. ALL PLUMBING, MECHANICAL, ELECTRICAL,

MED GAS, IT, AND ANY OTHER BUILDING UTILITIES SHALL BE COORDINATED WITH THE

VENDORS AND BID SET.

# KEY NOTES:

N

KEY PLAN

AREA OF WORK

L

H

D C

G F

B

K J

E

A

PHASE 3:

PRIOR TO THE START OF INTERSTITIAL SLAB DEMOLITION ACTIVITIES, CONTRACTOR

SHALL PROVIDE TEMPORARY WALLS, AS REQUIRED, AROUND THE PERIMETER OF THE

OPENING. ICRA BARRIERS SHALL BE PLACED IN THE INTERSTITIAL FLOOR AREA TO

PREVENT DUST AND DEBRIS FROM SPREADING IN THE SURROUNDING INTERSTITIAL

FLOOR AREA. SEE OTHER ICRA MEASURES REQUIRED FOR INTERSTITIAL FLOOR

REMOVAL AND RE-CONSTRUCTION. SEE STRUCTURAL DWGS. FOR STRUCTURAL

DEMOLITION/RE-CONSTRUCTION REQUIREMENTS OF INTERSTITIAL SLAB WORK.

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

ILSM TEMPORARY BARRIER TAG

4" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16"

O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

INTERSTITIAL SLAB

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING LAY-IN CEILING

SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

INTERSTITIAL SLAB

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

4" 16 GAUGE METAL STUDS

@ 16" O.C. WALL TO EXTEND

TO UNDERSIDE OF DECK

A B

4" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16"

O.C. (2) LAYERS 5/8" GYPSUM

BOARD EACH SIDE. WALL TO

EXTEND TO UNDERSIDE OF

DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

INTERSTITIAL SLAB

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

C

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

SMOKE RATED 2-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING INTERSTITIAL CEILING

FLEX DUCT

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

CONNECT TO NEAREST EXHAUST DUCT THAT

LEADS TO AN OUTDOOR EXHAUST VENT.

V .I

.F

V .I

.F

V.I.F.

V .I .F

E X

IS

T

IN

G

W A

L L

V .I .F

E X

IS

T

IN

G

W A

L L

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

SUPPLY DUCTS

EITHER KEEP

RUNNING OR COVER

WHEN RUNNING TO

KEEP DUST OUT

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

F L E

X D

U C

T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

F L E

X D

U C

T

A P

P R

O X

A .F

.F

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

CATH LAB #2 SITE PREP

• THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA

• PLEASE USE ALTERNATE EXITS AS MARKED

1'-5"

ICRA, ILSM, FIRE WATCH AND

MISC. FORMS

PAPER

CADDY

GENERAL

A. SEE SPECIFICATION SECTION 01 00 00 FOR PRE-

CONSTRUCTION RISK ASSESSMENT FORMS AND

INFECTION CONTROL PRECAUTIONS.

B. SEE SHEET G-102 FOR PHASING PLANS AND

DESCRIPTION.

C. ALL APPLICABLE PERMITS AND COR APPROVALS

SHALL BE COMPLETED PRIOR TO BEGINNING ANY

WORK FOR EACH PHASE. PERMITS INCLUDE: ICRA,

ILSM, ABOVE CEILING FIRE/SMOKE WALL, UTILITY,

FIRE ALARM SYSTEM, MEDICAL GASES, AND

CONFINED SPACES.

D. WORK REQUIRED BY INFECTION CONTROL SHALL

BE PERFORMED FOR EACH PHASE OF THE

PROJECT.

E. CONTRACTOR SHALL EXHAUST ALL AIR FROM

SPACES WHERE WORK IS BEING PREFORMED

DIRECTLY TO THE EXTERIOR OF THE BUILDING.

ENSURE EXHAUST POINTS ARE LOCATED AWAY

FROM INTAKE POINTS FOR THE BUILDING.

EXHAUST LOCATIONS TO BE APPROVED BY COR.

F. GENERAL CONTRACTOR AND ALL SUB-

CONTRACTORS SHALL REVIEW SPECIFICATION

SECTION 01 00 00 THOROUGHLY FOR ALL GENERAL

ICRA CONDITIONS AND VA STATION

REQUIREMENTS FOR THIS PROJECT.

INTERSTITIAL ICRA NOTES

A. PROVIDE ICRA PLASTIC BARRIER, FROM TOP SIDE

OF INTERSTITIAL SLAB TO THE UNDERSIDE OF THE

STRUCTURAL FLOOR OR STRUCTURAL MEMBERS

ABOVE, AROUND THE AREA OF THE INTERSTITIAL

SLAB DEMOLITION. THE PLASTIC BARRIER SHALL

WRAP AROUND ALL HVAC & ELECTRICAL DUCTS,

EQUIPMENT, STEEL STRUCTURE, PIPING, ETC. TO

PROVIDE A COMPLETE DUST FREE BARRIER TO

THE SURROUNDING INTERSTITIAL FLOOR AREA.

B. THE GC SHALL CLEAN THE PLASTIC TENTED AREA

PRIOR TO ANY HOT WORK BEING PERFORMED.

C. THE GC SHALL OBTAIN A HOT WORK PERMIT FROM

THE VA SAFETY PERSONNEL PRIOR TO THE START

OF ANY INTERSTITIAL WORK.

D. THE VA SAFETY PERSONNEL SHALL INSPECT THE

CLEANED AREA, REVIEW THE CONTRACTORS

DEMOLITION PLAN FOR THE INTERSTITIAL SLAB,

AND ISSUE THE PERMIT.

E. DURING ANY HOT WORK ACTIVITIES, THE

CONTRACTOR SHALL USE FIRE BLANKETS TO

COVER UP ANY COMBUSTIBLE MATERIALS LIKE

INSULATION, DUCT WORK, ETC. TO INSURE THAT

OPEN FLAMES DO NOT SPREAD TO SURROUNDING

SURFACES.

F. THE GC SHALL PROVIDE A FIRE WATCH

(DEDICATED OBSERVER) DURING ALL INTERSTITIAL

AREA WELDING OPERATIONS.

SHEET NOTES:

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:4

:5

A

M C

U s e rs

\e d a v is

\D o c u m e n ts

\A

V A

H o u s to n -S it e P re p f o r

C a th L a b

-T X

-2

-0 e d a v is

P L

Y

G .r v t

G-501

ICRA STANDARD DETAILS

5 5GTS

PHASE II: SITE PREP CATH

LAB #2

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

MAY 14, 2021

100% CONSTRUCTION DOCUMENTS

20-076

JAB

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

ICRA BARRIER WALL TYPE

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

MOBILE CONTAINMENT CART

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

CROSS SECTION "A"

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

TYPICAL CONSTRUCTION PLAN LAYOUT

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

ROOM ELEVATION

Scale: 6" = 1'-0"

ISLM SIGNAGE

1/4" = 1'-0"

INTERSTITIAL CEILING FRAMING PLAN

CATH LAB - PARTIAL EXISTING

J

H

H.5

2121.5

S101

TYP.

S101

S101

S101

S101

1/4" = 1'-0"

FRAMING PLAN ABOVE INTERSTITIAL CEILING

CATH LAB - PARTIAL EXISTING 4th FLOOR

J

H

H.5

2121.5

S101

TYP.

5.1. ·

S101

INTERSTITIAL SLAB 'TOP HAT'

SECTION - TYP. NEW RAISED

1 1/2" = 1'-0"

S101

INTERSTITIAL SLAB TRANSITION

SECTION - TYP. EXIST. / NEW

1 1/2" = 1'-0"

S101

SIM.

S101

INTERSTITIAL SLAB TRANSITION

SECTION - TYP. EXIST. / NEW

1 1/2" = 1'-0"

S101

INTERSTITIAL SLAB TRANSITION

SECTION - TYP. EXIST. / NEW

1 1/2" = 1'-0"

S101

SIM.

S101

PURLIN-TO-PURLIN FIELD SPLICE CONN.

DETAIL - TYP. INTERSTITIAL

1 1/2" = 1'-0" 5 S101

SUPPORT BEAMS ATTACHMENT TO EXIST. BEAM

SECTION - TYP. INTERSTITIAL SLAB HANGER ABOVE

N.T.S.

S101

DETAIL - TYP. HSS FIELD SPLICE

1 1/2" = 1'-0"

S101

INTERSTITIAL SLAB SUPPORT

SECTION - TYP. EXIST.

1 1/2" = 1'-0"

S101

ATTACH. TO EXIST. CONC. FLR. SLAB

PLAN DETAIL - TYP. FLR. PLATE

1" = 1'-0"

Revisions: Date

Drawing Title Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

Engineers Architects

PHASE II: SITE

PREP CATH LAB #2

MAY 14, 2021

100% CONSTRUCTION DOCUMENTS

580-18-10820-076

RPA ENGINEERING, P.A.

Structural Engineering Solutions

102 Regency Blvd.

Suite A1 Greenville, NC 27834

Engineering License Certificate No. C-2734

RPA Project No.:

Phone : 252-321-6027 Fax : 252-355-2179

2020229 MBMMSR

N

KEY PLAN

AREA OF WORK

L

H

D C

G F

B

K J

E

A

2002 HOLCOMBE STREET

HOUSTON, TEXAS 77030

Approved Project Director: Stephen Yu, P.E.

S-101

PARTIAL EXISTING CEILING FRAMING

PLAN, SECTIONS & DETAILS

1 1

X:

\2

0\

A po ge e

- 2 0-

- V A

H ou st on

S ite

P re p fo r C at h La b, T

X\ St ru ct ur al

\2

CE

IL

.d w g, S

1, /1

2/

0:

:1

AM

, m ik em cg lo ho n, D W

G To

P D

F.

pc

3, A

RC

H fu ll bl ee d E1

(3 0.

x

2.

In ch es

1:

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

6" CLR.

AutoCAD SHX Text

6" CLR.

AutoCAD SHX Text

PROJECT NORTH

AutoCAD SHX Text

NEW BOOM MOUNT

AutoCAD SHX Text

EXIST. INTERSTITIAL PURLINS, TYP.

AutoCAD SHX Text

HANGER ROD LOCATION FOR AIR FRAME TO SLAB, TYP. - SEE PLAN NOTE 5

AutoCAD SHX Text

INTERSTITIAL SLAB BLOCK-OUT FOR S.A. DUCT FOR AIR FRAME - SEE MECH. DWGS.

AutoCAD SHX Text

EDGE OF NEW RAISED INTERSTITIAL CEILING

AutoCAD SHX Text NEW WT6 x 11 w/ CONT. " x 38" x 0'-6", TYP.

AutoCAD SHX Text

NEW AIR-FRAME - SEE MFR. DWGS.

AutoCAD SHX Text HSS 6 x 4 x (LSV)14 (LSV)

AutoCAD SHX Text

NEW INTERSTITIAL SLAB - SEE PLAN NOTE 4

AutoCAD SHX Text

EXIST. INTERSTITIAL SLAB

AutoCAD SHX Text HSS 6 x 4 x 14(LSV)

AutoCAD SHX Text ROOF FRAMING PLAN NOTES: 1. SEE SHEET THIS SHEET FOR GENERAL STRUCTURAL SEE SHEET THIS SHEET FOR GENERAL STRUCTURAL NOTES. 2. DIMENSIONS SHOWN WITH '±' ARE EXISTING AND ARE DIMENSIONS SHOWN WITH '±' ARE EXISTING AND ARE SUBJECT TO FIELD VERIFICATION PRIOR TO ACCEPTANCE AS VALID. 3. TOP OF STEEL ELEVATIONS ARE REFERENCED FROM TOP OF STEEL ELEVATIONS ARE REFERENCED FROM FINISHED FLOOR REFERENCE ELEVATION 0'-0". SEE ARCHITECTURAL DRAWINGS FOR ACTUAL FINISHED FLOOR ELEVATION. 4. NEW INTERSTITIAL SLAB IS 4 " TOTAL THICKNESS (3" NEW INTERSTITIAL SLAB IS 4 " TOTAL THICKNESS (3" 12" TOTAL THICKNESS (3" CONCRETE OVER 1 ", 20 GAUGE METAL CONFORM FLOOR 12", 20 GAUGE METAL CONFORM FLOOR DECK. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 5. AIR FRAME ATTACHMENT TO NEW INSTERSTITIAL SLAB AIR FRAME ATTACHMENT TO NEW INSTERSTITIAL SLAB SHALL BE DETERMINED BY 'SLD' VENDOR (HANGER SIZES, LOCATIONS, ETCETERA).

AutoCAD SHX Text

ROOF FRAMING PLAN LEGEND

AutoCAD SHX Text

DENOTES DIRECTION OF DECK SPAN

AutoCAD SHX Text W14 x 22 (+12'-4")

AutoCAD SHX Text

DENOTES STEEL BEAM WITH SIZE DESIGNATION AND TOP OF STEEL REFERENCE ELEVATION

AutoCAD SHX Text

DENOTES EXISTING BEAM FIELD SPLICE LOCATION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DENOTES 'UNLESS OTHERWISE NOTED'

AutoCAD SHX Text U.O.N.

AutoCAD SHX Text

DENOTES 'LONG SIDE VERTICAL'

AutoCAD SHX Text

LSV

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text EX. W21 x 57

AutoCAD SHX Text EX. W16 x 26

AutoCAD SHX Text EX. W16 x 26

AutoCAD SHX Text EX. W16 x 26

AutoCAD SHX Text EX. W21 x 62

AutoCAD SHX Text EX. W18 x 35

AutoCAD SHX Text EX. W21 x 57

AutoCAD SHX Text EX. W18 x 35

AutoCAD SHX Text EX. W18 x 35

AutoCAD SHX Text EX. W21 x 62

AutoCAD SHX Text 4'-6"±

AutoCAD SHX Text 4'-6"±

AutoCAD SHX Text 4'-6"±

AutoCAD SHX Text 4'-6"±

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text EX. HG4: W33 x 130; W18 x 76; W33 x 130

AutoCAD SHX Text EX. W8 x 18

AutoCAD SHX Text EX. W8 x 18

AutoCAD SHX Text EX. W8 x 18

AutoCAD SHX Text EX. W8 x 18

AutoCAD SHX Text

PROJECT NORTH

AutoCAD SHX Text EX. HG3: W33 x 118; W18 x 76; W33 x 118

AutoCAD SHX Text

S.A. DUCT FOR AIR FRAME - SEE MECH. DWGS.

AutoCAD SHX Text EX. HG2: W33 x 118; W18 x 65; W33 x 118

AutoCAD SHX Text

NEW RAISED INTERSTITIAL CEILING BELOW

AutoCAD SHX Text

EXIST. 3" INSUL.PIPE, TYP.

AutoCAD SHX Text

NEW BOOM MOUNT

AutoCAD SHX Text HSS 6 x 4 x , 14, TYP. U.O.N.

AutoCAD SHX Text GENERAL STRUCTURAL NOTES: 1. GENERAL NOTES GENERAL NOTES 1.1. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 1.2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS OR OPENINGS NOT HEREIN INDICATED. 1.3. COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. 1.4. VERIFY ALL FLOOR AND ROOF OPENING SIZES AND LOCATIONS, EQUIPMENT PAD SIZES AND LOCATIONS, VERIFY ALL FLOOR AND ROOF OPENING SIZES AND LOCATIONS, EQUIPMENT PAD SIZES AND LOCATIONS, ANCHOR BOLT LAYOUTS, ETCETERA, WITH EQUIPMENT SELECTED. 1.5. CONTRACTOR SHALL VERIFY ALL EXISTING CONSTRUCTION DIMENSIONS WHICH IMPACT NEW CONSTRUCTION CONTRACTOR SHALL VERIFY ALL EXISTING CONSTRUCTION DIMENSIONS WHICH IMPACT NEW CONSTRUCTION PRIOR TO FABRICATING ANY ITEMS. 1.6. DO NOT CUT, NOTCH, OR OTHERWISE MODIFY ANY STRUCTURAL MEMBERS UNLESS SPECIFICALLY INDICATED DO NOT CUT, NOTCH, OR OTHERWISE MODIFY ANY STRUCTURAL MEMBERS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS WITHOUT APPROVAL OF THE ENGINEER OF RECORD. 1.7. CUTTING OF STEEL MEMBERS AND INSTALLATION OF HOLES IN STEEL MEMBERS SHALL BE DONE BY CUTTING CUTTING OF STEEL MEMBERS AND INSTALLATION OF HOLES IN STEEL MEMBERS SHALL BE DONE BY CUTTING OR DRILLING. DO NOT USE TORCHES FOR CUTTING UNLESS APPROVED BY THE ENGINEER OF RECORD. 1.8. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL SHORING REQUIRED TO SUPPORT NEW CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL SHORING REQUIRED TO SUPPORT NEW AND EXISTING STRUCTURAL ELEMENTS. 2. CONCRETE CONCRETE 2.1. ALL PLACED CONCRETE, SHALL HAVE NORMAL WEIGHT COARSE AGGREGATES, AND SHALL HAVE A MINIMUM ALL PLACED CONCRETE, SHALL HAVE NORMAL WEIGHT COARSE AGGREGATES, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS AS SHOWN ON THE CONCRETE MATERIALS SCHEDULE. 2.2. SEE MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOR ADDITIONAL WALL / SLAB OPENINGS SEE MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOR ADDITIONAL WALL / SLAB OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 2.3. CONCRETE MATERIALS SHALL BE AS FOLLOWS: CONCRETE MATERIALS SHALL BE AS FOLLOWS: 2.3.1. USE TYPE I/II PORTLAND CEMENT CONFORMING TO ASTM C150 USE TYPE I/II PORTLAND CEMENT CONFORMING TO ASTM C150 2.3.2. AGGREGATE SHALL BE LIGHT WEIGHT AND SHALLCONFORM TO ASTM C33 (FINE AND COURSE AGGREGATE SHALL BE LIGHT WEIGHT AND SHALLCONFORM TO ASTM C33 (FINE AND COURSE AGGREGATES) 2.3.3. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260 AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260 2.3.4. PLASTICIZER CAN BE USED TO IMPROVE WORKABILITY IF REQUIRED PLASTICIZER CAN BE USED TO IMPROVE WORKABILITY IF REQUIRED 2.4. CONCRETE MIX DESIGN: CONCRETE MIX DESIGN: 2.4.1. MAXIMUM WATER/CEMENT RATIO - 0.50 MAXIMUM WATER/CEMENT RATIO - 0.50 2.4.2. SLUMP SHALL BE 4 INCHES TO 6 INCHES (WITHOUT PLASTICIZER) SLUMP SHALL BE 4 INCHES TO 6 INCHES (WITHOUT PLASTICIZER) 2.4.3. AIR ENTRAINMENT SHALL BE 4% TO 6% (EXTERIOR CONCRETE) AIR ENTRAINMENT SHALL BE 4% TO 6% (EXTERIOR CONCRETE) 2.5. CONDUCT SLUMP, AIR, AND STRENGTH TESTS OF CONCRETE IN ACCORDANCE WITH THE FOLLOWING CONDUCT SLUMP, AIR, AND STRENGTH TESTS OF CONCRETE IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: 2.5.1. SECURE SAMPLES IN ACCORDANCE WITH "METHOD OF SAMPLING FRESH CONCRETE" (ASTM C 172). SECURE SAMPLES IN ACCORDANCE WITH "METHOD OF SAMPLING FRESH CONCRETE" (ASTM C 172). MOLD AND CURE FIVE SPECIMENS FROM EACH SAMPLE IN ACCORDANCE WITH "METHOD OF MAKING ANS CURING CONCRETE COMPRESSION AND FLEXURE SPECIMENS IN THE FIELD" (ASTM C 31). FIVE SPECIMENS COMPRISE ONE TEST. TEST TWO SPECIMENS AT 7 DAYS (ASTM C 39). TEST TWO SPECIMENS AT 28 DAYS IN ACCORDANCE WITH "METHOD OF TEST FOR COMPRESSIVE STRENGTH OF MOLDED CONCRETE CYLINDERS" (ASTM C 39). TEST EVALUATION SHALL BE CONDUCTED IN ACCORDANCE WITH PROVISIONS OF ACI 318-05. KEEP ONE SPECIMEN IN RESERVE. 4.5.2. MAKE ONE STRENGTH TEST FOR EACH 100 CUBIC YARDS OR FRACTION THEREOF FOR EACH MIX DESIGN MAKE ONE STRENGTH TEST FOR EACH 100 CUBIC YARDS OR FRACTION THEREOF FOR EACH MIX DESIGN OF CONCRETE PLACED IN ONE DAY, EXCEPT THAT IN NO CASE SHALL A GIVEN MIX DESIGN BE REPRESENTED BY LESS THAN THREE TESTS. 4. STRUCTURAL STEEL STRUCTURAL STEEL 4.1. DETAILING OF STRUCTURAL STEEL CONNECTIONS, MUST BE CONSISTENT WITH RECOGNIZED, PUBLISHED DETAILING OF STRUCTURAL STEEL CONNECTIONS, MUST BE CONSISTENT WITH RECOGNIZED, PUBLISHED METHODS, SUCH AS THE "AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION", "DETAILING FOR STEEL CONSTRUCTION", OR "VOLUME ll CONNECTIONS MANUAL OF STEEL CONSTRUCTION". 4.2. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION, SHALL CONFORM TO THE "AISC SPECIFICATION STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION, SHALL CONFORM TO THE "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (MARCH 9, 2005), AND THE "AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (MARCH 18, 2005). 4.3. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE, AWS D1.1. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE, AWS D1.1. ELECTRODES FOR SHOP AND FIELD WELDS, SHALL BE CLASS E70XX. ALL WELDING SHALL BE DONE BY QUALIFIED, CERTIFIED WELDERS, PER THE ABOVE STANDARD. 4.4. SHOP AND FIELD TESTING OF WELDS AND BOLTS, SHALL BE PERFORMED AS OUTLINED IN THE SHOP AND FIELD TESTING OF WELDS AND BOLTS, SHALL BE PERFORMED AS OUTLINED IN THE SPECIFICATIONS. 4.5. ALL FILLET WELDS SHALL BE A MINIMUM OF INCH, UNLESS OTHERWISE NOTED. ALL FILLET WELDS SHALL BE A MINIMUM OF INCH, UNLESS OTHERWISE NOTED. 14 INCH, UNLESS OTHERWISE NOTED. 4.6. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS, FOR THE WORK OF OTHER TRADES, THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS, FOR THE WORK OF OTHER TRADES, WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 4.7. ALL STRUCTURAL STEEL SHAPES USED, SHALL BE IN ACCORDANCE WITH ASTM A992 SPECIFICATIONS (Fy = ALL STRUCTURAL STEEL SHAPES USED, SHALL BE IN ACCORDANCE WITH ASTM A992 SPECIFICATIONS (Fy = 50 KSI). ALL STRUCTURAL TUBING USED, SHALL BE IN ACCORDANCE WITH ASTM A500, GRADE B (Fy = 46 KSI). ALL PIPE USED, SHALL BE IN ACCORDANCE WITH ASTM A53 (Fy = 35 KSI). ALL MISCELLANEOUS STEEL USED, SHALL BE IN ACCORDANCE WITH ASTM A36 (Fy = 36 KSI). 4.8. ALL FIELD BOLTED CONNECTIONS, SHALL BE BEARING TYPE CONNECTIONS (THREADS INCLUDED IN THE ALL FIELD BOLTED CONNECTIONS, SHALL BE BEARING TYPE CONNECTIONS (THREADS INCLUDED IN THE SHEAR PLANE), WITH " DIAMETER, ASTM A325 HIGH STRENGTH BOLTS, UNLESS OTHERWISE NOTED ON THE 34" DIAMETER, ASTM A325 HIGH STRENGTH BOLTS, UNLESS OTHERWISE NOTED ON THE DRAWING. ALL BOLTS SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION, UNLESS OTHERWISE NOTED. 4.9. FOR ALL FLOOR AND ROOF OPENINGS, THE CONTRACTOR SHALL VERIFY OPENING LOCATIONS WITH FOR ALL FLOOR AND ROOF OPENINGS, THE CONTRACTOR SHALL VERIFY OPENING LOCATIONS WITH EQUIPMENT SELECTED, AND MAKE ANY NECESSARY MODIFICATIONS AT NO ADDITIONAL COST. IT IS THE RESPONSIBILITY OF FABRICATOR, TO RECEIVE ALL NECESSARY INFORMATION, PRIOR TO FABRICATION OF ANY STEEL. 4.10. ALL STRUCTURAL STEEL WHICH IS TO BE SPRAYED WITH FIREPROOFING SHALL NOT BE PRIMED OR PAINTED. ALL STRUCTURAL STEEL WHICH IS TO BE SPRAYED WITH FIREPROOFING SHALL NOT BE PRIMED OR PAINTED. STEEL WHICH IS NOT SPRAYED WITH FIREPROOFING SHALL BE PRIMED AND PAINTED. DO NOT PAINT SURFACES TO BE EMBEDDED IN CONCRETE. 4.11. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED, TO ERECT AND HOLD THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED, TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT, UNTIL ALL PERMANENT BRACING, ROOF & WALL SHEATHING, OR METAL ROOF DECK ARE IN PLACE, TO RESIST LATERAL MOVEMENT OF THE FRAME. 5. NON-COMPOSITE METAL FLOOR DECK NON-COMPOSITE METAL FLOOR DECK 5.1. STEEL FLOOR DECK SHALL BE 1.5C20, 20 GAGE, GALVANIZED, NON-COMPOSITE FORM DECK AS PER STEEL STEEL FLOOR DECK SHALL BE 1.5C20, 20 GAGE, GALVANIZED, NON-COMPOSITE FORM DECK AS PER STEEL DECK INSTITUTE (SDI) SPECIFICATIONS. 5.2.