8-Harris Health ACS Radiology Drawing - Strawberry.pdf

MEP Engineer www.autoarch.net

(713) 952 - 3366

Structural Engineer

Issued For: IFBPC October 13, 2025

HH ACS CLINICS RADIOLOGY

927 Shaw Ave Pasadena, TX 77506

INFASTRUCTURE ASSOCIATES, INC.

(713) 622-0120

STRAWBERRY HEALTH CENTER

DALLY + ASSOCIATES, INC.

(713) 337-8881

S101

S102

S107

S109

S103A

S104

S106S105

S100

SD-2

SDT-11

SD-4

SD-10

SDT-12

SD-5SD-6SD-7

SBT-8

ST-13

SR-2

STR-1

SR-8

SR-9

SR-6

SR-10

SB-7

STR-3

SD-1

SD-3

SD-12

SD-9

SD-8

SB-4

SB-5

SB-3

SB-2

SL-1SL-2

SL-7

SL-8

SL-9

SR-4

SR-5

SR-3

SB-1

SL-4

SL-5

SLT-5 SLT-4

SL-11

SL-12

SE-9

SE-10SET-3SE-1

SE-11

SE-2

SE-7

SD-13

SE-8

SE-6

SE-3 SE-4 SE-5

SL-15

SL-14

SB-6

SH-1

SB-8

SB-9

SC-5

SC-6

SC-4

SCT-10

SC-7A

SC-12

SC-7

SC-3SC-2SC-1

SA-12SA-3SA-2SA-1

SA-11A

SA-11SS-13A

SS-1

SS-4SS-5SS-6

SS-8

SS-10SS-9

SS-12B

SS-12

SS-12A

SS-17

SS-16

ST-15

ST-14

SF-6

SF-5

SF-9

SF-10 SF-12

SAT-7

SF-4

SF-3

SF-18

SF-11

SF-13

SF-7

SF-2 SF-1

SF-19

SF-14

SF-15

SX-4A

SX-4B

SL-13A

ST-6

SX-4

SS-18

SX-2

SX-3

SS-7

SX-1

SX-5

SX-6 SX-7R SX-7M

SX-9

SX-9A SX-9B

SX-10

SX-8

SS-3 SS-2

SH-2A

SH-3 SA-8

SA-9

SA-6

SH-12A

SA-7

SA-10

SA-4

SA-5

SC-13

SC-8

SC-9

SG-2 SG-3

SG-4

SG-18

SG-5

SGT-17 SGT-18

SG-6

SS-11

SL-15A

ST-5BST-5A

ST-5

ST-4

SG-11

SG-12

SG-12A

SG-17BSG-17A

SG-17

SG-10

SG-14 SG-20

SG-15 SG-19SG-13

SR-7

SE-14

SL-3

SE-12

SG-16

SF-16

SL-13

SS-13

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SB-11

SD-11

SD-11A

SC-14

S108

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SC-11

SS-15

SS-14

SH-12

SF-17

SB-10

SB-11A

SL-10

SL-6

SX-1A SC-10

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SUB-WAITING

PHARMACY

CONSULT

PHARMACY

PHARM

MGR

HIM

MED RECORDS

SECURITY

DOC

REVIEW

PHYSCIANS

ADMIN

LOBBY

EXAM 3

PAT

TLT

EXAM 4

JAN

STAFF

TLT

EXAM 5EX RNSPECIAL

PROCEDURE

PAT

TLT

PAT

TLT

CAMERA

ASSESS

CONSULT

PHARMACY

WAITING

PVT

CIRC

SPECIAL

PROCEDURE

TREATMENT

EXAM 1

EXAM 2

NURSE STA

POD D

VITALS/

DISCHG

STORAGE

#6

PSYCH

OFFICE

PSYCH

EXAM 4

VESTWAITING

RECEPTION

CASHIER

PBX

SOCIAL

SERVICE

DIETICIAN

SOC SVC/

NUTRITIONIST

EXAM 5

LABORATORY

JAN

SPECIMAN SPECIMAN

BLOOD

DRAW

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PEDI SUB-WAIT

POD E

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NUTRITIONIST

PAT

TLT

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EXAM

PEDI

NURSE STAEXAM 6

POD E

EXAM 5

POD E

DR DICT

POD E

TRIAGE/

INJECT

EXAM 1

POD E

EXAM 4

POD E

EXAM 3

POD E

EXAM 2

POD E

ADMIN

CONFERENCE

ADMIN

CONFERENCE

BEHAVIOR

HEALTH

NURSE STA

POD B

STOR

#7

VITALS/

DISCHG

EXAM 4

EXAM 3

EXAM 5

PAT

TLT

PROCEDURES

STORAGENURSE STA

POD C

SPECIAL

PROCEDURES

EXAM

RN

EXAM 2EXAM 1

SPECIAL

PROCEDURE

EXAM 3EXAM 2EXAM 1

SPRINK

CTRLS

STORAGE

#3

STAFF

TLT

MED

WASTE

SOILED

UTILITY

CLEAN

UTILITY

JAN

#3

OFFICE

JAN

#2

CLEAN

LINEN

WORKROOM

ADMIN

ASSIST

CLINIC

DIRECTOR

JAN

#1

STAFF

LOUNGE

F STAFF

TLT #1

M STAFF

TLT #1

EXAM 4

EXAM 3

SOILED

UTILITY

CLEAN

UTILITY

STOR

PAT

TLT

EXAM 2

EXAM 1

PANAREX

BREAK

ROOM

DARK

RM

BULK

STOR

EXAM 5 EXAM 6

DENTAL

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STOR

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GOWN

STOR

#2

PAT

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VEST

STAIR

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STOR

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RADIOLOGY

NURSE STA

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FILE

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WAITING

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MEDICAL

DIRECTOR

PVT

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CORRIDOR

DR DICT

STOR

ELEC

MAMMO.

WAITING

ELEC

FOOD

PHARMACY

PROJECT SITE

HOUSTON

KATY

SUGAR

LANDROSENBERG

BAYTOWN

GALVESTON

THE WOODLANDS

SITE LOCATION

APPLICABLE CODES (CITY OF PASADENA, 2025)

2021 INTERNATIONAL BUILDING CODE (WITH COH AMENDMENTS)

2021 INTERNATIONAL FIRE CODE (WITH COH AMENDMENTS)

2021 EXISTING BUILDING CODE (WITH COH AMENDMENTS)

2023 NATIONAL ELECTRIC CODE (NEC)

2021 UNIFORM MECHANICAL CODE (UMC, WITH COH AMENDMENTS)

2021 UNIFORM PLUMBING CODE (UPC, WITH COH AMENDMENTS)

2021 IECC COMMERCIAL PROVISIONS WITH COH AMENDMENTS

2012 TEXAS ACCESSIBILITY STANDARDS.

CODE REQUIREMENTS

I: SCOPE DEFINITION:

A: THE PROJECT SHALL BE CONSTRUCTED AS ALTERATION - LEVEL 2, DEFINED BY THE 2021

INTERNATIONAL EXISTING BUILDING CODE (IEBC) SECTION 603, AND GOVERNED BY

CHAPTERS 8 OF THE IEBC, AND INDICATED CHAPTERS OF THE 2021 INTERNATIONAL

BUILDING CODE (IBC).

II: EXISTING BUILDING REQUIREMENTS:

A: EXISTING ACCESSIBILITY REQUIREMENTS SHALL NOT BE LESSENED BY THE WORK OF THIS

PROJECT. NEW WORK WILL MEET THE REQUIREMENTS OF THE CURRENT (2012) TEXAS

ACCESSIBILITY STANDARDS.

B: THERE ARE NO AREAS WHERE ACCESSIBILITY REQUIREMENTS HAVE BEEN DEEMED

TECHNICALLY INFEASIBLE.

C: NEWLY INSTALLED ELECTRICAL EQUIPMENT WILL COMPLY WITH THE REQUIREMENTS OF

SECTION 806 OF THE 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC).

D: NEWLY INSTALLED MECHANICAL EQUIPMENT WILL COMPLY WITH THE REQUIREMENTS OF

SECTION 807 OF THE 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC).

E: NEWLY INSTALLED PLUMBING EQUIPMENT WILL COMPLY WITH THE REQUIREMENTS OF

SECTION 808 OF THE 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC).

F: EXISTING BUILDING IS NOT SPRINKLERED. THE WORK WILL HAVE NO EFFECT ON

EXISTING RATINGS.

E: EGRESS WILL COMPLY WITH THE REQUIREMENTS OF THE 2021 IBC AS INDICATED BELOW.

THE PROJECT DOES NOT QUALIFY AS A SINGLE-EXIT BUILDING; NOR WILL THE WORK

REQUIRE EGRESS TO INCLUDE A FIRE ESCAPE AS ALLOWED IN THE 2021 IEBC.

III: FINISH REQUIREMENTS:

A: ALL WALL AND CEILING FINISHES ON CORRIDORS AND ENCLOSED SPACES WITHIN THE

SCOPE OF WORK SHALL BE CLASS 'B' IN ACCORDANCE WITH 2021 IBC TABLE 803.13.

B: ALL FLOOR FINISHES WITHIN THE SCOPE OF WORK SHALL BE TYPE I OR TYPE II IN

ACCORDANCE WITH 2021 IBC SECTION 804

C: DUE TO EXISTING TYPE II CONSTRUCTION OF SHELL, 2021 IBC SECTION 805 FOR

COMBUSTIBLE MATERIALS IS IN EFFECT.

IV: EGRESS:

1: MAXIMUM EGRESS TRAVEL DISTANCES (CHAPTER 10, 2021 IBC)

• MAX OCCUPANT LOAD OF SINGLE EXIT SPACE: 49 (TABLE 1006.2.1, 2021 IBC)

• MAX COMMON PATH OF TRAVEL: 100' (TABLE 1006.2.1, 2021 IBC)

• MAX EXIT TRAVEL DISTANCE: 300' (TABLE 1017.2, 2021 IBC)

2: NO RATINGS ARE REQUIRED ON CORRIDORS DUE TO SPRINKLER SYSTEM, RE: TABLE

1020.2, 2021 IBC.

3: THE FUNCTION OF THE SPACE REMAINS AND NO SQUARE FOOTAGE IS ADDED.

THEREFORE, THE OCCUPANT LOAD OF THE SPACE IS NOT INCREASED BY THE WORK

PROPOSED; HENCE FURTHER OCCUPANT LOAD CALCULATIONS HAVE NOT BEEN PROVIDED.

NOTE: PROJECT DOES NOT INCLUDE ANY SITE WORK.

PROJECT INFORMATION

PROJECT LOCATION: 927 SHAW AVE

PASADENA, TX 77506

PROJECT SCOPE: MINOR RENOVATION OF RADIOLOGY ROOM AND REPLACEMENT OF MEDICAL

EQUIPMENT

BUILDING FLOORS: 1 FLOORS

FLOOR AREAS:

BUILDING TOTAL: 35,468 sf

AREA OF SCOPE : 493 sf

SPRINKLERED: 100%

OCCUPANCY TYPE: B

EXISTING II-B

CONSTRUCTION Note: Existing Floors, Columns, Shafts, and Chases, are Unaffected by TYPE: this Project. Exterior walls are unaffected.

TDLR No. TBD

BUILDINGBLDG.

SHEATHINGSHEATH.

STRUCTURAL

SQUARE

TONGUE & GROOVE

TOP OF DRAIN

WEATHERPROOF

WELDED WIRE FABRIC

TOP OF CURB/CONCRETE

SPECIFICATIONS

W.W.F.

T.D.

T & G

TYP.

W.P.

W/

T.O.

T.O.C.

STL.

STRUCT.

SQ.

SIM.

SPECS.

TYPICAL

WITH

TOP OF

STEEL

SIMILAR

HOUR

H.M.

HR.

HOLLOW METAL

POUNDS

MAXIMUM

MOUNTED

MINIMUM

ON CENTER

OPPOSITE

NUMBER

HEATING VENTILATING & AIR CONDITIONING

OUTSIDE DIMENSION

MISCELLANEOUS

MASONRY OPENING

NOT IN CONTRACT

NOT TO SCALE

INSIDE DIMENSION

MANUFACTURER

REQUIRED

PLYWOOD

ROUGH OPENING

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REFER TO, REFERENCE FROM

ORIENTED STRAND BOARD

N.I.C.

O.S.B.

RE:

REQ'D

R.O.

P.S.F

P.S.I

PLYWD.

O.C.

O.D.

OPP.

NO.

NTS

MAX.

MISC.

MTL.

MT'D.

M.O.

MIN.

MFR.

I.D.

LBS.

IN.

H.V.A.C.

HT.

METAL

INCH

HEIGHT

COLUMN

CENTER LINE

CONTINUOUS

CYLINDER

DIAMETER

CONCRETE

ELEVATION

FINISHED

EXTERIOR INSULATION

FIRE-RETARDENT WOOD TREATMENT

DOCUMENTS/DRAWINGS

FLOOR DRAIN

FACE OF MASONRY

FACE OF CURB/CONCRETE

EXTERIOR SPECIAL COATING

CONCRETE MASONRY UNITS

CUBIC FEET PER MINUTE

GRADE LEVEL

GYPSUM BOARD

GALVANIZED IRON OR STEEL

GALVANIZED

E.S.C.

FR-S

G.I.

GYP. BD.

G.L.

GALV.

GA.

FIN.

F.O.M.

FLR.

FT.

F.O.C.

F.D.

GAUGE

FLOOR

FEET

CYL.

EA.

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ELEV.

DOCS.

CMU

COL.

CONT.

CONC.

CFM

LC

EACH

ABOVE FINISHED FLOOR

ALUMINUM

A.F.F.

ALUM.

& FINISH SYSTEM

COLD FORMED METAL FRAMINGCFMF

SCOPE OF AREA

All Contractors and Bidders Must Read the Entirety of the Written Specifications and Drawings Contained in the Contract Documents.

This Set of Contract Documents includes both Technical Specifications and Drawings.

The Installation / Application Information Herein is not to be considered complete unless all of the sheets listed in the index are present.

These Contract Documents are the Diagrammatic Expression of the Architect's Design Intentions. Contractors Shall Never Scale the Documents for Measurements used in Construction.

Architect is Responsible Only for those Underground Utilities and Tie-In Locations that Appear Accurately on the County's Record Drawings. Any Deviation from these Records Shall be Independently Verified and Located by the General Contractor.

These Contract Documents are the Instrument of Services Rendered, and Shall Remain the Property of the Architect whether the Project For Which they are Made is Executed or Not. Any Use of these Construction Documents for Purposes other than the Execution of This Project, without the Architect's Consent, is Prohibited.

Any Unauthorized Use of these Contract Documents is at the Sole Risk of the User.

Only the Most Current Signed and Sealed Drawings and Specifications Shall Be Used for Bidding, Permitting, and Construction Purposes.

The Drawings Indicate the Overall Design Intent, as well as Dimension and Quantity of Building Materials, Products, and Components to be Placed or Installed.

The Specifications Contain Bidding and Procedural Information, as well as Quality, Preparation, and Installation Requirements for Building Materials, Products, or Components that are being Placed or Installed.

All Work Required to Complete the Project, Including Work Not Specified or Indicated in these Documents but Necessary for the Project's Completion, shall meet General Professional Standards, Applicable Codes and Regulations, and Manufacturer's Recommendations - in cases of conflict between these requirements, the more stringent requirements shall be applied.

Contractor shall Field Verify All Conditions and Dimensions, with Special Attention Given to Building Location, Grid Line, and Structural Dimensions.

All Contractors shall Coordinate their Work with that of other Contractors working on Site, and shall comport themselves in a Professional Manner. Concerns shall be brought to the attention of the General Contractor. The General Contractor shall be responsible for the Coordination of Subcontractors Work, in Accordance with these Contract Documents.

Contractor Shall Notify the Architect of any Discrepancies between Drawings, Specifications, and Site Conditions immediately upon their discovery.

All Contractors Working on this Project Must Abide by All Applicable Federal, State, and Local Codes and Ordinances, as well as the Requirements of the Development in which the Project is Located. Any conflicting Requirements, or Requests for Interpretation of Requirements, shall be called to the Architect's Attention Prior to the Start of Work.

Deviations from the Drawings and Specifiations are Prohibited without Express Written Approval of the Architect.

All Controls shall be mounted at 42" Above Finished Floor, Unless Indicated Otherwise.

A separate Book Spec is part of these Contract Documents. The Contract Documents are not to be considered complete unless the Book Spec is included.

Earth

Concrete

Brick

SECTIONS & PLAN DETAILS

Concrete Masonry Units (CMU)

Dimensional Wood

Blocking

Finished Wood

Thermal Batt Insulation

Sound Attenuation Batts (SABs)

Rigid Insulation

Continuous

PLANS

Plywood

Vinyl Composition Tile

(VCT)

Luxury Vinyl Tile (LVT)

Carpet (CPT) or

ELEVATIONS

Vertical, Flat Vertical, Ribbed

Horizontal, Flat Horizontal, Ribbed

Metal Wall Panels

Aluminum Composite Material (ACM) Panels

Plaster or Stucco

Brick

Glazing

06/A2.10

A

TRUE NORTHNORTH

/A .0

NORTH ARROW

Each drawing is numbered preceding the drawing title.

In this example, drawing "1" represents the first drawing on a sheet of the architectural discipline, an "ELEVATION". Followed by a description, "AT NEW OFFICE 100", and drawing scale " 1/8" = 1'-0":

Drawing Number

Drawing Title

Each sheet is numbered as illustrated above.

In this example the sheet title is "Floor Plan" and the sheet number is "A2.00"

SECTION DETAIL

ENLARGED DETAIL

PARTITION TYPE

COLUMN GRID LINE

DOOR NUMBER KEY

WINDOW TYPE KEY

A

001A

A 2.00

FLOOR PLAN

SCALE: 1/8" : 1'-0"

ELEVATION01

02/A6.02

05/A5.10

05/A8.03

BUILDING SECTION

WALL SECTION

BUILDING ELEVATION

05/A8.03

INTERIOR ELEVATION

A

FIRE RATED NOT RATED

Scale:nts06 PROJECT VICINITY CODE INFORMATION Scale: NTS01PROJECT LOCATION

Scale: NTS11

SHEET INDEX

Scale: NTS04

PROJECT INFORMATION

Scale: NTS03

ABBREVIATIONS LEGEND

Scale: NTS16

Scale: 1/16" = 1'-0"23 KEY PLAN

SYMBOLS LEGEND

Scale: NTS21

CONTRACTING NOTES

Scale: NTS12GRAPHICS LEGEND

Scale: NTS17

SHEET # DRAWING TITLE IF

B

P C

GENERAL

1 --- COVER SHEET ●

2 A0.00 PROJECT INFORMATION ●

3 A0.01 ACCESSIBILILTY INFORMATION

STRUCTURAL

1 S101 GENERAL STRUCTURAL CRITERIA ●

2 S201 EXISTING FRAMING PLAN & DETAILS ●

ARCHITECTURAL

1 A2.00 FLOOR PLANS & RCPs ●

2 A2.02 FINISH PLAN / MILLWORK ●

MECHANICAL

1 M1-00 NOTES AND LEGEND ●

2 M2-00 HVAC PLANS AND DETAILS ●

ELECTRICAL

1 E1-00 NOTES AND LEGEND ●

2 E1-01 PANEL SCHEDULES AND DETAILS ●

3 E2-00 FLOOR PLANS - POWER ●

4 E3-00 FLOOR PLANS - LIGHTING ●

PLUMBING

1 P1-00 NOTES AND LEGEND ●

2 P2-00 FLOOR PLAN - PLUMBING ●

TECHNOLOGY

1 T1.01 TECHNOLOGY ●

EQUIPMENT

XX PHILIPS DRAWINGS (FOR REFERENCE ONLY) ●

Drawing Title

Drawing Number

Approved By

Checked By

Drawn By

Project Number

CONSULTANTS:

KEY PLAN

TRUE NORTH PLAN NORTH

MEP ENGINEER

6200 Savoy, Suite 100 Houston, TX 77036 t (713) 952-3366 f (713) 952 5002 www.autoarch.net

STRUCTURAL ENGINEER

927 Shaw Ave Pasadena, TX 77506

HH ACS CLINICS

RADIOLOGY

25011-1

Author

Checker

Approver

A0.00

PROJECT

INFORMATION

INFASTRUCTURE ASSOCIATES, INC.

(713) 622-0120

STRAWBERRY

HEALTH CENTER

DALLY + ASSOCIATES, INC.

(713) 337-8881

NOTE:

THIS PROJECT IS LIMITED TO THE RENOVATION OF A SINGLE ROOM,

MAINTAINING THE CURRENT USE AND FUNCTION.

THE REMOVAL OF THREE (3) CLOSETS WILL INCREASE THE ROOM AREA

FROM 384 SF TO 448 SF. BASED ON AN OCCUPANT LOAD FACTOR OF 100

GROSS (OUTPATIENT AREAS), THIS RESULTS IN AN INCREASE OF ONE

(1) OCCUPANT.

THIS PROJECT DOES NOT AFFECT THE COMMON PATH OF EGRESS OR

THE EXIT ACCESS TRAVEL DISTANCE. THEREFORE, REVISED EGRESS

CALCULATIONS ARE NOT INCLUDED IN THIS SUBMITTAL.

# Date ISSUED FOR

10/13/2025 IFBPC

Drawing Title

Drawing Number

Approved By

Checked By

Drawn By

Project Number

CONSULTANTS:

KEY PLAN

TRUE NORTH PLAN NORTH

MEP ENGINEER

6200 Savoy, Suite 100 Houston, TX 77036 t (713) 952-3366 f (713) 952 5002 www.autoarch.net

STRUCTURAL ENGINEER

927 Shaw Ave Pasadena, TX 77506

HH ACS CLINICS

RADIOLOGY

25011-1

Author

Checker

Approver

A0.01

ACCESSIBILILTY

INFORMATION

INFASTRUCTURE ASSOCIATES, INC.

(713) 622-0120

STRAWBERRY

HEALTH CENTER

DALLY + ASSOCIATES, INC.

(713) 337-8881

ACCESSIBIITY INFORMATION

Scale: NTS11

STRUCTURAL STEEL

A. ROLLED SHAPES:

1. ALL STRUCTURAL STEEL FOR ALL THE HORIZONTAL FRAMING MEMBER SHALL CONFORM

TO ASTM A992, GRADE 50, UNLESS OTHERWISE NOTED.

2. ALL STRUCTURAL STEEL FOR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM

A500, GRADE B WITH A MINIMUM YIELD OF 46 KSI, UNLESS OTHERWISE NOTED.

3. ALL STRUCTURAL STEEL FOR PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, UNLESS OTHERWISE NOTED.

4. ALL STRUCTURAL STEEL FOR ANGLES, PLATES AND MISCELLANEOUS STEEL SHALL

CONFORM TO ASTM A36, UNLESS OTHERWISE NOTED.

5. ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED.

B. CONNECTIONS:

1. THE DESIGN OF STRUCTURAL STEEL CONNECTIONS IS THE RESPONSIBILITY OF THE

CONTRACTOR AND THE STEEL FABRICATOR. THE DESIGN OF THE CONNECTION SHALL BE

PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE STEEL

FABRICATOR REGISTERED, IN THE JURISDICTION THAT THE PROJECT IS BEING

CONSTRUCTED. THE DETAILS AND CALCULATIONS SHALL INCLUDE, BUT NOT LIMITED TO,

THE FOLLOWING:

• ALL WELD SIZES AND LENGTHS

• ALL BOLT SIZES, LOCATIONS, QUANTITIES AND GRADES

• ALL PLATE AND ANGLE SIZES, THICKNESS AND DIMENSIONS

• ALL WORK POINT LOCATIONS AND RELATED INFORMATION.

2. PROVIDE STANDARD BOLTED CONNECTIONS CONFORMING TO AISC BOLTED

CONNECTIONS, USING ASTM A325 OR A490 BOLTS, FOR THE BEAM END SHEARS INDICATED

IN THE DOCUMENTS. PROVIDE MINIMUM OF TWO BOLTS FOR ALL CONNECTIONS.

3. ALL WELDED CONNECTIONS SHALL CONFORM TO AWS UNLESS OTHERWISE NOTED.

4. SURVEY ALL PLANS, DETAILS, SECTIONS, SCHEDULES AND SPECIFICATIONS FOR SPECIAL

CONNECTIONS.

5. UNLESS OTHERWISE NOTED AND/OR SPECIFIED, ALL BEAM CONNECTIONS SHALL BE

DESIGNED TO SUPPORT 1/2 THE TOTAL UNIFORM LOAD FOR THE APPLICABLE MEMBER SIZE

AND SPAN AS DETERMINED BY THE TABLES FOR ALLOWABLE UNIFORM LOADS ON BEAM IN

THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL (ASD)

6. WHERE BEAMS ARE TO RECEIVE HEADED SHEAR CONNECTORS, DESIGN THOSE BEAM

CONNECTIONS FOR THE REACTION SHOWN. IF REACTIONS ARE NOT SHOWN, DESIGN THE

CONNECTIONS TO SUPPORT 40 PERCENT OF THE MAXIMUM WEB SHEAR, V, FOR THE

APPLICABLE MEMBER SIZE AS DETERMINED BY THE TABLES FOR ALLOWABLE UNIFORM

LOADS ON BEAMS IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL.

7. MOMENT CONNECTIONS SHOWN SHALL BE DESIGNED TO FULLY DEVELOP THE SECTION IN

FLEXURE AND TO SUPPORT 1/2 THE TOTAL UNIFORM LOAD FOR SHEAR AS DESCRIBED IN

NOTE 5 ABOVE.

8. WHERE FILLET WELD IS NOT SHOWN ON DETAIL, ITS SIZE SHALL BE ASSUMED TO BE THE

PLATE THICKNESS OF THE THINNEST PIECE MINUS 1/16"

C. WELDS:

1. CONFORM TO "CODE FOR WELDING IN BUILDING CONSTRUCTION" BY THE AMERICAN

WELDING SOCIETY, LATEST EDITION.

2. WELDS ON INDICATED ON DRAWINGS ARE TO BE FILLET ALL AROUND AS PRESCRIBED BY

AISC SPECIFICATION, PROVIDE WELDING OF CONTINUOUS MEMBERS OF 2 INCHES OF 3/16"

INCH FILLET STITCH WELDS AT 12 INCHES OC, STAGGERED EACH SIDE, UNLESS

OTHERWISE NOTED.

3. FIELD PAINT ALL WELDS W/ "GALVILITE" BY Z.R.C. OR APPROVED EQUAL ARC WELDING

ELECTRODES.

4. METAL DECK - E60XX

5. STRUCTURAL STUDS - E6022 OR E6011, 3/32" RODS.

6. ALL OTHER - E70XX LOW HYDROGEN, 250 DEGREE MIN. OVEN TEMP.

7. SIZE - ALL FILLETS ARE 1/16" LESS THAN MINIMUM THICKNESS TO BE WELDED.

8. PROVIDE ULTRASONIC INSPECTION BY THE TESTING LABORATORY FOR ALL WELDS

INDICATED AS PENETRATION WELDS.

A. CONDUCT DEMOLITION OPERATIONS IN EXTREMELY CAREFUL MANNER IN ORDER TO PREVENT

ANY DAMAGES TO ALL EXISTING CONSTRUCTION AND TO MINIMIZE INTERFERENCE WITH

ADJACENT **STRUCTURES**

B. PREVENT THE MOVEMENT, SETTLEMENT, DAMAGE OR INJURY TO ADJACENT STRUCTURES,

PROVIDE & PLACE BRACING OR SHORING & BE RESPONSIBLE FOR THE SAFETY AND SUPPORT

OF THE ADJACENT STRUCTURES, ASSUME FULL LIABILITY FOR SUCH MOVEMENT,

SETTLEMENT, DAMAGE, OR INJURY.

C. CEASE OPERATIONS & NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF SAFETY ADJACENT

STRUCTURES APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO SUPPORT EXISTING

STRUCTURES PROPERLY. DO NOT RESUME OPERATIONS UNTIL THE FULL SAFETY IS

RESTORED.

D. DEMOLISH INDICATED STRUCTURES & APPURTENANCE IN AN ORDERLY AND CAREFUL

MANNER.

E. PERFORM DEMOLITION IN ACCORDANCE WITH THE APPLICABLE AUTHORITIES HAVING

JURISDICTION.

F. REPAIR ANY DEMOLITION PERFORMED IN EXCESS OF THAT INDICATED, AT NO COST TO THE

OWNER OR THE ARCHITECT/ENGINEER.

G. REPAIR DAMAGE TO ADJACENT STRUCTURES CAUSED AS THE RESULT OF THIS WORK AT NO

COST TO THE OWNER OF THE ARCHITECT/ENGINEER.

DEMOLITION

A. CONSTRUCTION METHODS, PROCEDURES AND SEQUENCES ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND THE CONTRACTOR SHALL TAKE ALL THE NECESSARY MEANS TO MAINTAIN

AND PROTECT THE STRUCTURAL INTEGRITY OF ALL CONSTRUCTION AT ALL STAGES.

B. ALL PROPOSED SUBSTITUTIONS MUST BE EQUAL OR BETTER AND SHALL BE REVIEWED BY THE

ARCHITECT/ENGINEER PRIOR TO ANY PERTINENT WORK AND PRIOR TO THE AWARD OF THE

CONTRACT.

C. NOT ALL OPENINGS AND OTHER COMPONENTS THAT ARE REQUIRED HAVE BEEN SHOWN IN

THE STRUCTURAL DRAWINGS. COORDINATE WITH THE ARCHITECTURAL, MECHANICAL,

PLUMBING AND ELECTRICAL DRAWINGS AND VERIFY THE LOCATIONS AND SIZES OF ALL

CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS AND OTHER PROJECT

REQUIREMENTS. FLOOR PLAN WILL BE FURNISHED FOR THAT PURPOSE.

D. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE MECHANICAL, ELECTRICAL,

PLUMBING AND ARCHITECTURAL DRAWINGS TO DETERMINE WHERE OPENINGS ARE REQUIRED

IN REINFORCED CONCRETE BEAMS, SLABS AND WALLS.

E. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DETAILING ALL THE OPENINGS,

INCLUDING ADDED REINFORCEMENT AS SHOWN ON THE TYPICAL WALL, SLAB AND BEAM

OPENING DETAILS FOR REVIEW.

F. ADDITIONAL REINFORCEMENT ABOVE THAT SHOWN IN THE TYPICAL SLAB AND BEAM OPENING

DETAILS MAY BE REQUIRED AND WILL BE REVIEWED ON THE SHOP DRAWINGS.

G. USE THE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR THE EQUIPMENT

ANCHORAGE AND DETAILS.

H. ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE

INCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO FACILITATE

CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS FOR REVIEW.

I. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN BEAMS UNLESS SHOWN ON

THE STRUCTURAL DRAWINGS.

J. ALL CONSTRUCTION AND CONTROL JOINTS FOR BEAMS WHICH ARE EXPOSED TO VIEW ARE TO

BE LOCATED TO COINCIDE WITH THE ARCHITECTURAL RUSTICATION JOINTS AS SHOWN ON

THE BUILDING ELEVATION SHEETS OR AS REVIEWED IN WRITING.

K. SHOP DRAWINGS:

1. THE TERM "SHOP DRAWINGS" INCLUDES FABRICATION, MANUFACTURING, ERECTION AND

SETTING DRAWINGS, BROCHURES, CERTIFICATES, AND PRODUCT DATA DESCRIBING

MATERIALS AND EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE ALL PERTINENT

INFORMATION REQUIRED FOR THE ENGINEER TO FULLY EVALUATE THE MATERIALS BEING

REPRESENTED BY THE SUBMITTAL INCLUDING THE PHYSICAL PROPERTIES, DIMENSIONS,

LOCATIONS AND METHOD OF INSTALLATION.

2. SHOP DRAWINGS WILL BEAR THE REVIEW STAMP OF THE CONTRACTOR INDICATING THAT

HE HAS REVIEWED THE DRAWINGS FOR CONFORMANCE WITH THE CONTRACT

DOCUMENTS; COORDINATED ITEMS INCLUDED IN THE SUBMITTAL WITH RELATED ITEMS;

AND VERIFIED AND COORDINATED DIMENSIONS.

3. REPRODUCTIONS OF THE ENGINEERING DRAWINGS WILL NOT BE ACCEPTABLE AS SHOP

DRAWINGS.

4. ANY SHOP DRAWING NOT CONFORMING TO THESE REQUIREMENTS WILL BE CAUSE FOR

REJECTION AND WILL BE RETURNED WITHOUT ANY FURTHER ACTION.

5. STRUCTURAL SUBMITTALS REQUIRED FOR APPROVAL INCLUDE, BUT ARE NOT LIMITED TO:

• UNISTRUT FRAMING

• MISC. STEEL FABRICATIONS

6. DELEGATED STRUCTURAL DESIGN OF COMPONENTS:

• SEE APPLICABLE SECTIONS OF GENERAL NOTES FOR THE APPROPRIATE DESIGN

RESPONSIBILITIES OF THE SUPPLIER AND IT'S LICENSED ENGINEER.

L. THESE NOTES APPLY TO STRUCTURAL DOCUMENTS SEALED BY THE STRUCTURAL ENGINEER

AND ARE INTENDED TO BE COMPLEMENTARY TO AND USED IN CONJUNCTION WITH THE PLANS

AND SPECIFICATIONS, INCLUDING THOSE PREPARED BY OTHER DISCIPLINES. CONTRACTOR

SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT/STRUCTURAL ENGINEER

IMMEDIATELY. ANY SUCH DISCREPANCIES SHALL BE RESOLVED TO THE MORE STRINGENT

REQUIREMENTS, UNLESS OTHERWISE AUTHORIZED BY THE STRUCTURAL ENGINEER.

M. ANY DISCREPANCIES ON THE STRUCTURAL DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE ARCHITECT/STRUCTURAL ENGINEER PRIOR TO SUBMISSION OF BIDS

OR PROPOSALS, OR IF NOT REASONABLE DISCERNABLE DURING PREPARATION OF BIDS AND

PROPOSALS, BEFORE COMMENCING THE WORK IN QUESTIONS. NO FIELD CHANGES OR

DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE

ARCHITECT AND/OR STRUCTURAL ENGINEER. NO CHANGE ORDER CONSIDERATION WILL BE

GIVEN TO CHANGES FOR WHICH THE ARCHITECT AND/OR ENGINEER WERE NOT CONTACTED

PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM.

N. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONSTRUCTION, INCLUDING EXISTING

WORK, PRIOR TO COMMENCING WORK. ANY DISCREPANCIES SHALL BE REPORT IMMEDIATELY

TO THE ARCHITECT/STRUCTURAL ENGINEER.

GENERAL NOTES FOR CONSTRUCTION

INDEPENDENT TESTING LABORATORY &

SPECIAL INSPECTIONS

A. EMPLOYMENT OF A TESTING LABORATORY IN NO WAY RELIEVES THE CONTRACTOR OF ANY

OBLIGATION TOPERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

B. CONTRACTOR RESPONSIBILITIES:

1. DELIVER TO LABORATORY AT DESIGNATED LOCATION ADEQUATE SAMPLES OF MATERIALS

PROPOSED TO BE USED WHICH REQUIRE TESTING, TOGETHER WITH PROPOSED MIX

DESIGNS.

2. COOPERATE WITH LABORATORY PERSONNEL AND PROVIDE ACCESS TO WORK AND TO

MANUFACTURER'S FACILITIES.

3. PROVIDE INCIDENTAL LABOR AND FACILITIES TO PROVIDE ACCESS TO WORK TO BE

TESTED, TO OBTAIN AND HANDLE SAMPLES AT THE SITE OR AT SOURCE OF PRODUCTS TO

BE TESTED, TO FACILITATE TEST AND INSPECTIONS AND FOR STORAGE AND CURING OF

TEST SAMPLES.

4. NOTIFY LABORATORY OF MATERIAL SOURCES AND FURNISH NECESSARY QUANTITIES OF

REPRESENTATIVE SAMPLES OF MATERIALS PROPOSED FOR USE WHICH ARE REQUIRED

TO BE TESTED.

5. NOTIFY ARCHITECT AND LABORATORY 24 HOURS PRIOR TO EXPECTED TIME FOR

OPERATIONS REQUIRING INSPECTION AND TESTING SERVICES.

6. ADVISE LABORATORY IN A TIMELY FASHION TO COMPLETE REQUIRED INSPECTION AND

TESTING PRIOR TO SUBSEQUENT WORK BEING PERFORMED.

7. PAY FOR ALL SUBSEQUENT RE-TESTING OF PRODUCTS OR SYSTEMS FOUND TO BE

DEFECTIVE OR OTHERWISE NOT IN ACCORDANCE WITH SPECIFICATION REQUIREMENTS.

REMOVE REJECTED PRODUCTS AND REPLACE WITH PRODUCTS OF SPECIFIED QUALITY.

C. SPECIAL INSPECTIONS:

1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTOR(S) TO PROVIDE

INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF CONSTRUCTION LISTED IN THIS

SECTIONS. HE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL

DEMONSTRATE COMPETENCE TO THE INSPECTIONS BEING PERFORMED TO THE

SATISFACTION OF THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL.THE SPECIAL

INSPECTOR SHALL HAVE EXPERIENCE WITH AT LEAST FIVE OTHER PROJECTS SIMILAR IN

NATURE.

2. THE PURPOSE OF THE INSPECTIONS SHALL BE TO ENFORCE COMPLIANCE WITH THE

CONSTRUCTION DRAWINGS, SPECIFICATIONS, GEOTECHNICAL REPORT AND THE

INTERNATIONAL BUILDING CODE, SECTION 1704.

3. THE FOLLOWING ITEMS REQUIRE INSPECTION BY THE SPECIAL INSPECTOR:

REFERENCE STANDARD FREQUENCY

NOTES:

• ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE WILL BE PERFORMED TO DETERMINE COMPLIANCE OF

REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS.

• CORRECT DEFICIENCIES IN WORK THAT TEST REPORTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH

THE CONTRACT DOCUMENTS.

• PROVIDE THE ENGINEER OF RECORD (EOR) COPIES OF ALL SPECIAL INSPECTIONS SO A SPECIAL

INSPECTIONS REPORT CAN BE PREPARED FOR OBTAINING A CERTIFICATE OF OCCUPANCY.

HIGH STRENGTH BOLTING

BEARING TYPE CONNECTIONS

SLIP CRITICAL CONNECTIONS

WELDING OF STRUCTURAL STEEL

FULL PENETRATION GROOVE WELDS

MULTI-PASS FILLET WELDS

SINGLE-PASS FILLET WELDS > 5/16"

SINGLE PASS FILL WELDS <= 5/16"

INSPECTION OF STEEL FRAME AND JOISTS

DETAILS SUCH AS BRACING AND STIFFENING

MEMBER SIZES AND LOCATION

APPLICATION OF CONNECTION DETAIL

S T

R U

C T

U R

A L

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IN

F

O R

C

IN

G S

T E

E

L PERIODIC

PERIODIC

CONTINUOUS

CONTINUOUS

CONTINUOUS

PERIODIC

PERIODIC

PERIODIC

PERIODIC

STRUCTURAL CONCEPT, STANDARDS AND LOADS

A. DESIGN CONCEPT:

1. THE STRUCTURE AS SHOWN HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING

CODE REQUIREMENTS AND DESIGN STANDARDS TO SUPPORT THE FINAL BUILDING

SERVICE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL

SUPPORTS FOR THE STRUCTURE IF NECESSITATED BY THE CONSTRUCTION SEQUENCE

OR METHODS OF FABRICATION, HANDLING, ERECTION, AND OTHER CONSTRUCTION

OPERATIONS.

B. BUILDING CODES AND DESIGN STANDARDS:

1. INTERNATIONAL BUILDING CODE, 2021 EDITION.

2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); MINIMUM DESIGN LOADS FOR BUILDINGS

AND OTHER STRUCTURES, ASCE 7-22 AS AMENDED.

3. AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE, ACI 318, AS AMENDED.

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL

CONSTRUCTION, 15TH EDITION (ASD), 2017, AS AMENDED.

5. AMERICAN WELDING SOCIETY (AWS).

6. STEEL JOIST INSTITUTE (SJI), STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOIST

AND JOIST GIRDERS.

C. GRAVITY LOADS:

1. SUPER-IMPOSED LOADS ARE GIVEN IN POUNDS PER SQUARE FOOT (PSF)

BUILDING AREA DEAD LOAD (PSF) LIVE LOAD (PSF)

SLAB ON GRADE 0 100

ROOF 20 20

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FRED DALLY

90904

Drawing Title

Drawing Number

Approved By

Checked By

Drawn By

Project Number

CONSULTANTS:

TRUE NORTH PLAN NORTH

MEP ENGINEER

6200 Savoy, Suite 100 Houston, TX 77036 t (713) 952-3366 f (713) 952 5002 www.autoarch.net

A+D PROJECT #: 25-202-00

10/07/2025

10/07/2025 BID,PERMIT,CONST

927 Shaw Ave Pasadena, TX 77506

HH ACS CLINICS

RADIOLOGY

25011-1

MS

LM

FD

S101

GENERAL

STRUCTURAL

CRITERIA

STRAWBERRY

HEALTH CENTER

SHEET LIST (WITH REVISIONS)1

SHEET

NUMBER SHEET NAME REVISION DATE

S101 GENERAL STRUCTURAL CRITERIA

S201 EXISTING FRAMING PLAN & DETAILS

S201

EXISTING BUILDING

EXISTING BUILDING

(E) WBEAM (E) WBEAM

@16" O.C. (F.V.)

EXISTING 2X12 JOISTS

@16" O.C. (F.V.)

EXISTING 2X12 JOISTS

EXISTING LOAD BEARING

CMU WALL

S201

P1001 UNISTRUT

RE DETAIL 3

MEDICAL EQUIPMENT

RE MANUF. (1,455 LBS TOTAL)

CEILING

RE:ARCH

1/

2" M

A X

1/ 4"

M

IN

P1000 UNISTRUT HANGERS &

DIAGONALS AS REQUIRED BY

UNISTRUT SHOP DRAWING

P1000 UNISTRUT

ATTACHED TO EXISTING

WOOD JOISTS

NOTE:

ALL UNISTRUT FRAMING AND CONNECTION TO STRUCTURE

TO BE PROVIDED BY UNISTRUT PROVIDER.GC. TO SUBMIT

SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS

SHOWING UNISTRUT FRAMINS HAS BEEN DESIGNED FOR

THE LOADS INDICATED.

DIAGONAL UNISTRUT BRACE

IN OTHER DIRECTION AS

REQUIRED BY UNISTRUT

SHOP DRAWING

NEW UNIT

RE:ARCH

EQUIPMENT ATTACHMENT

TO UNITRUT

BY EQUIPMENT MANUFACTURER

F .V

G .C

EXISTING MEZZANINE 2X12

WOOD JOISTS @ 16" O.C. F.V.

EXISTING MEZZANINE

PLYWOOD DECKING

ATTACH UNITRUT TO EVERY

OTHER WOOD JOISTS WITH

P1538B UNITRUT FITTING AND

5/8" THROUGH BOLTS INTO

WOOD JOISTS

T Y

P

4"

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FRED DALLY

90904

Drawing Title

Drawing Number

Approved By

Checked By

Drawn By

Project Number

CONSULTANTS:

TRUE NORTH PLAN NORTH

MEP ENGINEER

6200 Savoy, Suite 100 Houston, TX 77036 t (713) 952-3366 f (713) 952 5002 www.autoarch.net

A+D PROJECT #: 25-202-00

10/07/2025

10/07/2025 BID,PERMIT,CONST

927 Shaw Ave Pasadena, TX 77506

HH ACS CLINICS

RADIOLOGY

25011-1

MS

LM

FD

S201

EXISTING FRAMING

PLAN & DETAILS

STRAWBERRY

HEALTH CENTER

1/16" = 1'-0"1

EXISTING PLAN - OVERALL

1/4" = 1'-0"2

PARTIAL EXISTING MEZZANINE – ENLARGED FRAMING PLAN

3/4" = 1'-0"3

EQUIPMENT SUPPORT DETAIL

NOTES

1. G.C. FIELD VERIFY ALL EXISITNG CONDITIONS AND INFORM A/E TEAM OF ANY CONDITIONS OR

DIMENSIONS NOT MATCHING WHAT IS SHOWN IN THESE DRAWINGS. DO NOT PROCEED WITH

ANY WORK UNTIL A/E TEAM HAS REVIEWED THE CONDITIONS.

4 7/8"

7 1/4"

NEW INTERIOR PARTITIONS

N o n -R a te d

S o u n d

In s u la te d

Insulation marked 'SB' indicates sound attenuation batt (SAB) insulation. Sound-Insulated Partitions are also indicated with 'SB' at their tags.

Sound Batt Insulation Drapes over Partition, extend 60" either side of partition (NTS).

Partition stops at ceiling (re: Partition Types for more information on partition terminations at ceilings)

Partition goes to deck

A6 A6

SB

LEGEND

NOTES

All new partitions are non fire rated.

Typical Stud Spacing is 16" O.C. unless otherwise indicated.

Limiting Heights Indicate the maximum unsupported height of the type of partition. If not otherwise indicated, limiting heights are based on a deflection criteria of L/240. Where partitions support "brittle" finishes such as plaster and ceramic or porcelain tile, limiting heights shall be reduced to maintain a deflection ratio of L/360.

Limiting Heights indicated in partition types are for reference only and shall be verified by Contractor against manufacturer's information for the suppled light gage studs.

Where Floor to Structure Height of a partition exceeds the Limiting Height for that partition, provide supplemental bracing to the structure overhead as required to maintain the necessary deflection criteria for the partition.

45d

Supplemental Bracing consisting of Mtl. studs or mtl angles. Ensure braces are never visible below ceilings.

Limiting Height

• Suspended Ceilings shall not be considered as bracing unless indicated as allowable by the partition type.

• Where Gypsum Wallboard is to be provided in areas subject to moisture, or where it is to be the substrate for the installation of tile, provide water resistant board.

• STC Ratings for sound walls are based on laboratory tested assemblies and do not necessarily indicate the actual STC rating of the completed work.

• Partitions indicated as "Full Height" shall have all layers of gypsum board on both sides of the partition extended to structure above. Where partitions are not indicated thusly, studs only shall extend to structure above.

• Provide metal deck fillers where structure above is metal deck and full height partitions run perpendicular to deck span.

• Refer to Finish Schedule and Interior Elevations for Applied Finishes to Partitions.

• Refer to MEP Drawings for penetration conditions of pipes, conduit, and ducts.

3 1/8"

4 1/4"

GENERAL NOTES - DEMOLITION

1. Field verify all conditions prior to construction, particularly in areas of work.

2. Report to the architect any unforeseen conditions or as-built conditions not reflected in the drawings, that could affect the work.

3. Remove all abandoned cabling, lighting, and other ceiling-mounted equipment in the scope area. RE: Mechanical Drawings for extent of ductwork to be removed. Not all items to be removed are indicated graphically. All life safety devices are to be removed and salvaged for owner review. (DISCONNECT1; PROTECT1; FIXW)

GENERAL NOTES - FLOOR PLAN

1. Field verify all conditions prior to construction, particularly in areas of work.

2. Report to the architect any unforeseen conditions or as-built conditions not reflected in the drawings, that could affect the work.

3. Maintain safe and unrestricted access and egress routes for occupied areas adjacent to work area, in accordance with applicable codes.

4. All dimensions to walls are to finish-face of wall unless indicated otherwise. (side indicated graphically in the drawings).

5. Provide necessary blocking at walls for all plumbing fixtures, equipment, millwork, and accessories.

6. Plans indicate horizontal dimensions only. Refer to elevations & sections for vertical dimensions.

7. With the Exception of the mechanical and fire-riser rooms and their entrance doors, all new work in this project is to be accessible in accordance with the most recent edition of the Texas Accessibility Standards.

8. Refer to code information sheet A0.00 for Fire Sprinkler requirements.

9. Roll up and secure all security hardware that conflicts with new construction. Notify owner of all changes in security hardware. Reinstall all security hardware.

10. All new Partitions are Type A3 (SB) unless indicated otherwise. RE: Sheet A0.10 for Partition

Types

GENERAL NOTES - CEILING

1. All existing Ceilings that are to replaced shall be installed at the same height as the existing ceiling unless indicated otherwise.

2. All light fixtures installed in gyp. bd. ceilings are to be centered in the room and evenly spaced unless indicated otherwise.

3. All light fixtures and other equipment installed in acoustical ceilings is to be centered on a ceiling tile.

4. Light fixtures installed in Mechanical and Electrical rooms are indicated for quantity only. Final locations shall be coordinated with equipment in field.

5. Architectural RCPs indicate architectural lighting only. Refer to Electrical and Fire Protection drawings for emergency lighting, strobes, etc.

DIAGNOSTIC

PROCESSING

D06

D01

D01

D01 D04

D04

13' - 1 1/4" VIF

/4

V

IF

V

IF

17/ A2.02

A

.0

A

.0

SX-2

RAD RM

265.59 SF

SX-3

WS

183.17 SF

SB

L6

21/ A2.02

B

22/ A2.02

SB

L3

/2

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3 5/8" MTL STUDSA3

6" MTL STUDSA6

OVERHEAD STRUCTURE

MTL RUNNER

TOP OF MTL STUD

PARTITION TYPE A: 25 GA

METAL STUDS WITH ONE

LAYER 5/8" GYP BD. EACH

SIDE.

13'-5" / 14'-4" 40 / 48+ 11'-7" / 12'-4"

16'-9" / 19'-9" 40+ / 48+ 16'-9" / 17'-11"

PARTITION

TYPE

A3

A6

SOUND BATT INSULATION IF

ENHANCED STC RATING IS

DESIRED. SEE BELOW.

CONT. FIRE SEALANT PER UL

LISTING REQUIREMENTS IF

RATED, BOTH SIDES.;

CONT. ACOUSTICAL SEALANT

IF STC RATING IS DESIRED.

LIMITING HT. L/240

24"O.C. / 16" O.C.

LIMITING HT. L/360

24"O.C. /16" O.C.

FIRE RATING

/UL LISTING

STC RATING

/STC WITH

SOUND BATT

INSULATION

Dimension & Alignment Support Notes:

(ALIGN 1)

(ALIGN 2)

(ALIGN 3)

(LEVEL 1)

(LEVEL 2)

(LEVEL 3)

Construction & Condition Support Notes:

(HANDLE 1)

(HANDLE 2)

(HANDLE 3)

(FIXW)

(INFO1)

CONNECT1)

Align face of new construction w/face of existing.

Align Centerline of new construciton w/Centerline of existing.

Align gridline/join grid w/existing grid.

Ensure top of new construction is level w/existing surface.

Level floor & surface to recieve new construction.

Ensure the top of grade is level w/surrounding ground.

Handle item w/care, and store for owner review.

Handle remaining building, pavement, fence, or item w/care.

Handle re-located items with care. DISCONNECT 1, FIXW.

Fix floor/wall/ceiling/item where construction was removed and prepare the area to recieve new construction. Ensure the top of grade is level w/surrounding ground & maintain positive slope towards drain, gutter, and storm system away from building.

Inform Architect prior to the start of this work.

Connect new construction to existing, ensure continuity and structural integrity.

Ensure the top of new construction is level w/existing surface.

Support Notes are abbreviated notes that are used in conjunction with Keyed Notes to clarify and ensure alignments, construction conditions, dimensions, locations, and slopes. Support Notes usually appear between brackets at the end of Keyed Notes.

(CONNECT2) Connect remaining item to the new structure, and ensure structural integrity while meeting local Codes. Handle remaining buildings, pavement, fences, and other items w/care

(DISCONNECT1)

(ENGINEER1)

(SHOP1)

(REFERENCE)

Disconnect and conceal all pipes, electrical cables, data cables, and conduits where construction is removed.

Professional engineering supervision is required for this work.

Provide shop drawings for this work.

Refer to photo # for the existing condition at this location.

(SLOPE1)

(PROTECT1)

(EGRESS)

(OPERATE)

(ENSURE1)

(ENSURE2)

(ENSURE3)

Maintain positive slope towards drains, gutters, and storm systems and away from the building. Ensure maximum slope in all directions of 1:48 (2%) within accessible clearances; maximum 1:48 (2%) cross slope at sidewalks; maximum 1:20 (5%) running slope at sidewalks.

Protect item(s) to remain, including any buildings, furniture, sidewalks, roofs, utilities, and other items during the Demolition and Construction phases.

Maintain safe and unrestricted egress routes from areas adjacent to the Demolition site. Comply with all Applicable Codes.

Ensure all routes and utilities required for owner's use of and operations on site are protected. Owner's use of site shall not be interrupted.

Ensure all slopes to drain as intended, and that downspouts indicated to remain are protected to maintain normal flow at all times during demolition and construction. Protect items to remain including any buildings, furniture, sidewalks, roofs, utilities, and other items during demolition and construction.

Ensure system is water-tight. Provide additional flashing & sealants as needed.

Ensure the slope of the new roof matches the slope and slope direction of the existing roof.

SUPPLY AIR DIFFUSERS

24X24 12X12

RETURN AIR DIFFUSERS

24X24 12X12

RECESSED

LINEAR FIXTURES

48" 24"

LINEAR PENDANTS

48" 96"

PENDANT

EXIT LIGHTS

ONE SIDED TWO SIDED

ACOUSTICAL LAY-IN

CEILING

ACOUSTICAL LAY-IN

CEILING GRID ONLY GYP. BD. CEILING

GYP. BD. FURR-DOWN

LINEAR BAR DIFFUSER

SLOT DIFFUSER

FLUORESCENT FIXTURES

2X4 2X4 W/ R/A 2X2 2X2 W/ R/A 1X4 1X4 W/ R/A

RECESSED CANS

8" SQUARE 8" ROUND

6" SQUARE 6" ROUND

xx'-xx"

CEILING HEIGHT A.F.F.

(IF NOT INDICATED,

CEILING HEIGHT IS PER

GENERAL NOTE)

NOTE: Not all items indicated in this legend occur in the project. Review drawings carefully.

/2

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2 1/2" MTL STUDSC2

3 5/8" MTL STUDSC3

OVERHEAD STRUCTURE

MTL RUNNER

TOP OF MTL STUD

PARTITION TYPE C: 25 GA

METAL STUDS WITH ONE

LAYER 5/8" GYP BD. ON ONE

SIDE.

10'-7" / 11'-3" - - 9'-3" / 9'-10"

13'-5" / 14'-4" - - 11'-7" / 12'-4"

PARTITION

TYPE

C2

C3

LIMITING HT. L/240

24"O.C. / 16" O.C.

LIMITING HT. L/360

24"O.C. /16" O.C.

FIRE RATING

/UL LISTING

STC RATING

/STC WITH

SOUND BATT

INSULATION

Drawing Title

Drawing Number

Approved By

Checked By

Drawn By

Project Number

CONSULTANTS:

KEY PLAN

TRUE NORTH PLAN NORTH

MEP ENGINEER

6200 Savoy, Suite 100 Houston, TX 77036 t (713) 952-3366 f (713) 952 5002 www.autoarch.net

STRUCTURAL ENGINEER

927 Shaw Ave Pasadena, TX 77506

HH ACS CLINICS

RADIOLOGY

25011-1

Author

Checker

Approver

A2.00

FLOOR PLANS & RCPs

INFASTRUCTURE ASSOCIATES, INC.

(713) 622-0120

STRAWBERRY

HEALTH CENTER

DALLY + ASSOCIATES, INC.

(713) 337-8881

GENERAL NOTES

Scale: NTS01Scale: 1/4" = 1'-0"11 FLOOR PLAN DEMOLITION

Scale: 1/4" = 1'-0"21 RCP DEMOLITION

Scale: 1/4" = 1'-0"13 FLOOR PLAN PROPOSED Scale: 1/4" = 1'-0"23 RCP PROPOSED

Scale:NTS26 PARTITION TYPE A-MTL

SUPPORT NOTES

Scale: NTS02

D01 Remove existing millwork & plumbing fixtures i.a. RE: PLUMBING DRAWINGS (FIXW; HANDLE 1; HANDLE 2;

DISCONNECT 1)

D04 Demolish existing interior partition, store front, doors/frames, interior windows, & all appurtenances shown dashed.

Preparen area to receive new construction. RE: CONSTRUCTION FLOOR PLAN, RCT & SPECS.(FIXW; HANDLE 2;

PROTECT1; OPERATE).

D06 All existing Medical Equipment and Accessories to be disconnected and removed by Vendor. GC to coordinate with equipment vendor and owner before construction begin. (HANDLE 1; PROTECT 1; FIXW)

KEYNOTES

Scale: NTS10RCP LEGEND

Scale: NTS30

Scale:NTS04 PARTITION_NOTES-MTL

Scale:NTS28 PARTITION TYPE C-MTL

R E

E

L E

V A

T

IO

N

R E

E

L E

V A

T

IO

N

R E

W

IN

D

O W

T Y

P E

RE: WINDOW TYPERE: FLOOR PLAN

R E

W

IN

D

O W

T Y

P E

R E

W

IN

D

O W

T Y

P E

4 7/8"

7 1/4"

6' - 0"

SS-1

SS-1

PL-4

PL-4

6' - 0"

26 / A2.02

29 / A2.02

SS-128 / A2.02

28 / A2.02

SS-1

PL-4PL-4

1' - 8"

4' - 1 3/4" VIF

WORKSTATION

SX-3

183.17 SF

FLOOR: RSF-1

BASE: RB-3

WALL: PT-10

CEILING: ACT-1 @ 8' - 10"

RADIOLOGY

ROOM

SX-2

265.59 SF

FLOOR: RSF-1

BASE: RB-3

WALL: PT-10

CEILING: ACT-1 @ 8' - 10"

SOLID SURFACE

TOP & SPLASH

MODESTY PANEL

WITH VERTICAL

PLASTIC-LAMINATE

FINISH; FASTEN TO

PANELS ADJACENT

TO SINK. PROVIDE

WOOD-FRAME

BACKUP AS

NECESSARY TO

PREVENT WARPING.2

M

IN

0' - 8" MIN.

M

IN

0' - 6" MAX.

DASHED LINE

INDICATES REAR OF

ACCESSIBLE FLOOR

CLEARANCE IN

PLAN.

R E

E

L E

V

T Y

P U

N O

/2

T Y

P

1' - 1"

PLASTIC LAMINATE

(VERTICAL) ON ALL

EXPOSED

SURFACES,

INCLUDING TOP

AND BOTTOM

SPECIFIED PULLS

OPTIONAL

UNDERCABINET

LIGHTING, RE:

ELECTRICAL

DRAWINGS.

ADJUSTABLE

SHELF. PROVIDE 1

PER CABINET UNO.

WHITE

MELAMINE

ON INTERIOR

SURFACES

R E

E

L E

V A

T

IO

N S

" PLASTIC LAMINATE

(HORIZONTAL) TOP

& SPLASH

PROVIDE BRACING

IF KNEESPACE IS

MORE THAN 4'

WIDE, EVENLY

SPACED, 4' O.C.

2' - 0" UNO.

KNEESPACE

2' - 0" UNO

/2

/4

/4

T Y

P

R E

E

L E

V A

T

IO

N

WHITE

MELAMINE ON

INTERIOR

SURFACES

PLASTIC LAMINATE

(HORIZONTAL) TOP

& SPLASH

SPECIFIED PULLS,

TYP.

4" WOOD BLOCKING

ANCHOR BOLTED

INTO SLAB AT 24"

O.C., TYP.

CASEWORK

MATERIALS AS

SPECIFIED. 3/4"

THICK TYP. UNO.

SCHEDULED BASE

1/4" THK DRAWER

BOTTOM & SIDES.

ADJUSTABLE

SHELF. PROVIDE 1

PER CABINET UNO.

PLASTIC LAMINATE

(VERTICAL)

3' - 0"

24 / A2.02

PL-4

F.F. LEVEL

6'-8" A.F.F. LEVEL

8'-0" A.F.F. LEVEL

WINDOW TYPE 'A'

HM

M A

T C

H E

X

IS

T

3' - 4"

These notes apply to this sheet.

1. Mullions and windows frames are 2” wide unless noted. See specifications.

2. S = Safety Glass, per IBC 2021 Section 2406. RE: SPECS

F = Frosted Privacy Window Film. RE: SPECS

SS1

PL-41

3' - 0" 3' - 0" 1' - 6"

R E

E

L E

V A

T

IO

N

PL-4 ON ALL

EXPOSED

SURFACES

SPECIFIED PULLS,

TYP.

ADJUSTABLE

SHELF. PROVIDE

5 PER ARMOIR,

UNO.

ADJUSTABLE

SHELF

STANDARDS OR

LOCATION OF

HOLES, RE:

SPECIFICATIONS.

0' - 5 1/2"

2' - 1" TYP. UNO.

0' - 5 1/2"

/4

SCHEDULED BASE

4" WOOD

BLOCKING

ANCHOR BOLTED

INTO SLAB AT 24"

O.C., TYP. ALIGN

TO ADJACENT

BLOCKING (IF

ANY) FOR TYPICAL

BASE CABINETS.

SPECIFIED LEAD

GLAZING

JAMB OR MULLION

BEYOND

WINDOW HEAD AS

SPECIFIED, WITH

LEADSHIELDING AS

REQUIRED. RE:

MANUF.

SCHEDULED TYPE

L3 INTERIOR

PARTITION

1X WD BLOCKING

BOX BEAM HEADER

AT ALL STUD WALL

OPENINGS, TYP.

SIDE OF EXPOSURE

REFER TO PHYSICIST SHIELDING REPORT FOR

MINIMUM OVERLAP, THICKNESS OF LEAD LINING,

AND OTHER REQUIREMENTS.

SCHEDULED TYPE

L3 INTERIOR

PARTITION

DOUBLE STUD AT

JAMB

1X WD BLOCKING

SPECIFIED LEAD

GLAZING

WINDOW HEAD AS

SPECIFIED, WITH

LEADSHIELDING AS

REQUIRED. RE:

MANUF.

LEAD BACKED DRY

WALL AS REQUIRED

REFER TO PHYSICIST SHIELDING REPORT FOR

MINIMUM OVERLAP, THICKNESS OF LEAD LINING

AND OTHER REQUIREMENTS

SIDE OF EXPOSURE

SPECIFIED LEAD

GLAZING

WINDOW JAMB

BEYOND

WINDOW SILL AS

SPECIFIED, WITH

LEAD SHIELDING AS

REQUIRED. RE:

MANUF.

SCHEDULED TYPE

L3 INTERIOR

PARTITION

DOUBLE STUD AT

SILL

STEEL POST,

WHERE INDICATED

IN PLAN.

1X WD BLOCKING

SIDE OF EXPOSURE

REFER TO PHYSICIST SHIELDING REPORT FOR

MINIMUM OVERLAP, THICKNESS OF LEAD LINING

AND OTHER REQUIREMENTS

/2

S E

C T

IO

N

A T

B A

S E

S E

C T

IO

N

A T

T O

P P

L A

N

3 5/8" MTL STUDSL3

6" MTL STUDSL6

OVERHEAD STRUCTURE

MTL RUNNER

TOP OF MTL STUD

PARTITION TYPE L: 25 GA

METAL STUDS WITH ONE

LAYER 5/8" GYP BD. EACH

SIDE. GYP BD. TO BE LEADED

ON SIDE OF EXPOSURE.

REFER TO SHIELDING

REPORT FOR THICKNESS OF

LEAD, AND ADDITIONAL

REQUIREMENTS.

13'-5" / 14'-4" 11'-7" / 12'-4"`

16'-9" / 19'-9" 16'-9" / 17'-11"

PARTITION

TYPE

L3

L6

SOUND BATT INSULATION IF

ENHANCED STC RATING IS

DESIRED. SEE BELOW.

CONT. FIRE SEALANT PER UL

LISTING REQUIREMENTS IF

RATED, BOTH SIDES.;

CONT. ACOUSTICAL SEALANT

IF STC RATING IS DESIRED.

LIMITING HT. L/240

24"O.C. / 16" O.C.

LIMITING HT. L/360

24"O.C. /16" O.C.

FIRE RATING

/UL LISTING

STC RATING

/STC WITH

SOUND BATT

INSULATION

LEAD LINED GYP BD. REFER TO

SHIELDING REPORT FOR

THICKNESS, MINIMUM HEIGHT,

OVERLAP, AND OTHER

REQUIREMENTS

Drawing Title

Drawing Number

Approved By

Checked By

Drawn By

Project Number

CONSULTANTS:

KEY PLAN

TRUE NORTH PLAN NORTH

MEP ENGINEER

6200 Savoy, Suite 100 Houston, TX 77036 t (713) 952-3366 f (713) 952 5002 www.autoarch.net

STRUCTURAL ENGINEER

927 Shaw Ave Pasadena, TX 77506

HH ACS CLINICS

RADIOLOGY

25011-1

Author

Checker

Approver

A2.02

FINISH PLAN /

MILLWORK

INFASTRUCTURE ASSOCIATES, INC.

(713) 622-0120

STRAWBERRY

HEALTH CENTER

DALLY + ASSOCIATES, INC.

(713) 337-8881

Scale: 3/8" = 1'-0"17 MILLWORK @ STORAGE

Scale: 3/8" = 1'-0"16 MILLWORK @ DESK

Scale: 3/8" = 1'-0"18 MILLWORK @ WORKSTATION

Scale: 1/4" = 1'-0"11 PROPOSED FINISH PLAN

Scale: 1 1/2" = 1'-0"27 ACCESSIBLE SINK

Scale: 1 1/2" = 1'-0"29 STANDARD UPPERS

Scale: 1 1/2" = 1'-0"28 WORKTOP WITH KNEESPACE

Scale: 1 1/2" = 1'-0"26 STANDARD BASE Scale: 3/8" = 1'-0"21 MILLWORK @ LINEN CABINET KEYNOTES

Scale: NTS01

ROOM

Area

FINISHES

Ceiling Height CommentsNumber Name Floor Finish Base Finish Wall Finish Ceiling Finish

SX-2 RADIOLOGY ROOM 265.59 SF RSF-1 RB-3 PT-10 ACT-1 8' - 10"

SX-3 WORKSTATION 183.17 SF RSF-1 RB-3 PT-10 ACT-1 8' - 10"

FINISH LEGEND & SCHEDULE

Scale: NTS13WINDOW TYPE

Scale: NTS23

Scale: 3/8" = 1'-0"22 MILLWORK@ SINK

Scale: 1 1/2" = 1'-0"24 STANDARD ARMOIR

PL-4 PLAM for Millwork Vertical Surfaces. RE: Finish Legend

SS1

SS-1 Solid Surface. RE: Finish Legend

Scale: 1 1/2" = 1'-0"02 WINDOW HEAD

Scale: 1 1/2" = 1'-0"03 INT. STOREFRONT JAMB

Scale: 1 1/2" = 1'-0"04 WINDOW SILL Scale:NTS19 PARTITION TYPE L-MTL

TCH

X CFM

X"Ø

AP ACCESS PANEL

FLEXIBLE CONNECTION, FLEXIBLE DUCT

DUCT ELBOW WITH TURNING VANES

DUCT ELBOW WITHOUT VANES

BDD

FLEXIBLE DUCT CONN. TO RECTANGULAR

BACK DRAFT DAMPER

SPLITTER DAMPER − DIMENSION AS

DUCT WITH SPIN−IN CONNECTOR

SD

DIM. NOTED ON DRAWING

DIFFUSER TYPE, NECK SIZE, CFM

REFER TO DETAIL #1 ON DRAWING M−801

UNDERCUT DOOR 1"UCD 1"

RE: I/M−801

CD

IONIZATION DETECTOR

FIRESTAT

SMOKE DETECTOR

CONDENSATE DRAIN

EXPANSION JOINT

THERMOMETER

TEST PLUG

MANUAL AIR VENT

PRESSURE GAUGE W/GAUGE COCK

THERMOMETER WELL

SOLENOID VALVE

FLOW SWITCH

RELIEF VALVE

STEAM TRAP

STEAM MOISTURE SEPARATOR

TEMPERATURE AND PRESSURE

EJ

45° ELBOW DOWN (OGEE)

TW

FS

S

TEE

UNION (SCREWED)

CROSS

TOP CONNECTION

UNION (FLANGED)

PIPE BREAK

CONCENTRIC REDUCER

DUCT MOUNTED TEMPERATURE SENSOR

DUCT MOUNTED PRESSURE SENSOR

DUCT MOUNTED SMOKE DETECTOR

MECHANICAL SYMBOLS LEGEND

CHS

CWR

CHR

HWS

HWR

CWS

CONTROL, PNEUMATIC−ELECTRIC

CONTROL, ELECTRIC−PNEUMATIC

RED. PRESS PRINCIPAL

BACKFLOW PREVENTER

PE

EP

ISOLATION VALVE

BALL VALVE

BUTTERFLY VALVE

END SUCTION PUMP

ECCENTRIC REDUCER

BALANCING VALVE

TWO−WAY VALVE (PNEUMATIC)

PRESSURE REDUCING VALVE

CHECK VALVE, SWING GATE

THREE−WAY VALVE (PNEUMATIC)

ANGLE PRESSURE RELIEF VALVE

GATE VALVE WITH QUICK DISCONNECT

PRESSURE REGULATOR

FLEXIBLE CONNECTION

THREE−WAY VALVE (ELECTRIC)

TWO−WAY VALVE (ELECTRIC)

STRAINER W/BLOW DOWN VALVE

QUICK OPENING/CLOSING VALVE

LOCK SHIELD

SUPPLY AIR DUCT UP (PLAN)

T

P

SD

AD

DUCT SPLIT WITH SPLITTER DAMPER

TRANSITION IN DUCT

ACCESS DOOR

SUPPLY AIR DUCT DOWN (PLAN)

RETURN OR OUTSIDE

RETURN OR OUTSIDE

RETURN AIR/TRANSFER AIR BOOT

CEILING SUPPLY AIR DEVICE

CEILING RETURN REGISTER

EXHAUST AIR DUCT UP (PLAN)

EXHAUST AIR DUCT DOWN (PLAN)

BRANCH DUCT TAP

AIR DUCT UP (PLAN)

AIR DUCT DOWN (PLAN)

VD

AFS

R D

SD

SIDEWALL SUPPLY/EXHAUST REGISTER

RETURN AIR GRILLE WITH BOOT

MOTORIZED VOLUME DAMPER

COMBINATION FIRE/SMOKE DAMPER

AIR PRESSURE DIFFERENTIAL SWITCH

DROP IN DUCT ELEVATION

RISE IN DUCT ELEVATION

AIR FLOW SWITCH

SMOKE DAMPER

FIRE DAMPER

VOLUME DAMPER

HUMIDISTAT

PIPE UP

90° ELBOW

CAP

PIPE DOWN

THERMOSTAT − MOUNT 48" AFF UNO

PRV

OR

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

HOT WATER SUPPLY

HOT WATER RETURN

NOTE:

NOT ALL ITEMS NECESSARILY USED.

HRS HEAT RECOVERY SUPPLY

HRR HEAT RECOVERY RETURN

LPR STEAM CONDENSATEM PNEUMATIC MOTOR

APD

A

AUTOMATIC AIR VENT

CEILING EXHAUST REGISTER

TEMPERATURE, CO2, HUMIDITY SENSOR

REFER TO DETAIL #1 ON DRAWING M−801RE: I/M−801

T

H

F

ID

SD

TEE UP

TEE DOWN

45° ELBOW

MECHANICAL DEMOLITION NOTES

APPLICABLE CODES

- 2021 INTERNATIONAL BUILDING CODE (IBC) WITH CITY OF HOUSTON AMENDMENTS.

- 2021 UNIFORM MECHANICAL CODE (UMC) WITH CITY OF HOUSTON AMENDMENTS.

- 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) WITH CITY OF HOUSTON AMENDMENTS.

MECHANICAL GENERAL NOTES

1. WHERE WORK IN RENOVATED AREAS AFFECTS SYSTEMS IN OTHER AREAS OF THE FACILITY, THE

CONTRACTOR SHALL COORDINATE THIS WORK WITH THE OWNER. THIS WORK SHALL BE DONE TO

FIT FACILITY OPERATIONAL SCHEDULE AND MINIMIZE THE DISRUPTIONS/DISCOMFORT TO OCCUPIED

AREAS. THE CONTRACTOR SHALL REPAIR (TO THE ARCHITECT’S SATISFACTION) ALL EXISTING

CONDITIONS DAMAGED DURING DEMOLITION OR RENOVATION.

2. CONTRACTOR TO REPAIR ANY FINISHES IN AREAS OUTSIDE OF CONSTRUCTION LIMIT DAMAGED

DUE TO ACCESSING WORK. REPAIR SHALL MATCH EXISTING AND BE TO ARCHITECT’S

SATISFACTION.

3. ALL EQUIPMENT NOTED TO BE REMOVED SHALL BE CAREFULLY REMOVED TO MINIMIZE POSSIBLE DAMAGE TO EQUIP. AND STRUCTURE. RETURN REMOVED EQUIP. SUCH AS GRILLES, THERMOSTATS, ETC. TO THE OWNER FOR DISPOSAL OF SAME. IF OWNER DOES NOT ACCEPT THIS EQUIP., CONTRACTOR SHALL DISPOSE OF THE SAME.

4. PERFORM DEMOLITION WORK SHOWN ON THE PLAN. VERIFY THE DEMOLITION WORK SHALL NOT

ADVERSELY AFFECT OTHER AREAS WHICH ARE NOT PART OF CONSTRUCTION AREA OR

DEMOLITION. VERIFY PRIOR TO DEMOLISHING SAME.

5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO VERIFY EXISTING CONDITIONS. BY SUBMITTING HIS BIDS THE CONTRACTOR ACKNOWLEDGES THAT HE HAS VISITED

THE SITE AND THAT HIS BID IS ADEQUATE TO PERFORM WORK NECESSARY TO MAKE SYSTEM

OPERATIONAL AT NO ADDITIONAL COSTS TO THE OWNER.

6. COORDINATE SCHEDULING OF ALL UTILITY AND SERVICE INTERRUPTIONS REQD. BY THE WORK

WITH FACILITY MANAGERS/OWNERS AND THE HEADS FOR THE DEPARTMENTS CONCERNED.

7. GENERAL CONTRACTOR OR ANY OF HIS SUBORDINATES ARE NOT TO SHUT OFF ANY UTILITIES OR

SERVICES, THIS IS TO BE DONE BY FACILITY ENGINEERS ONLY.

1. REFERENCE PROJECT SPECIFICATIONS ON SHEET M2.00 FOR ADDITIONAL REQUIREMENTS

2. PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, BEST…