S02 OR HVAC and Roof - Drawings.pdf

DRAWING TITLEDWG

NO.

INDEX OF DRAWINGS

DRAWING TITLEDWG

NO.

OVERTON BROOKS VAMC-B1

OVERTON BROOKS VA MEDICAL CENTER

FINAL SUBMITTAL

SHREVEPORT, LA

February 03, 2022

PROJECT No 667-18-121

UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

510 E. STONER AVENUE,

SHREVEPORT, LA

COVER SHEET

G001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FINAL SUBMITTAL

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

667-18-121

Project Director

FEB. 03, 2022 AJT DPBRevisions: Date:

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AREA MAP

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LOCATION MAP

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GENERAL

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MECHANICAL

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ARCHITECTURAL

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AD101

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PENTHOUSE AND ROOF PLANS - DEMO WORK

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COVER SHEET

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LEGENDS, ABBREVIATIONS, AND NOTES

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PENTHOUSE AND ROOF PLANS - NEW WORK

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NEW ROOFING DETAILS

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PLAN NORTH

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TRUE NORTH

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WALL SECTIONS AND DETAILS

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MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

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MDP101

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PENTHOUSE AND ROOF MECHANICAL PIPING DEMOLITION PLAN

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MH101

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PENTHOUSE AND ROOF HVAC PLAN

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MP101

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PENTHOUSE AND ROOF MECHANICAL PIPING PLAN

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MECHANICAL DETAILS

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HVAC SCHEDULES

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ELECTRICAL

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LEGEND, SCHEDULE, AND DETAILS

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ED101

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PENTHOUSE AND ROOF ELECTRICAL DEMOLITION PLAN

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EP101

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PENTHOUSE AND ROOF ELECTRICAL PLANS

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PANELBOARD SCHEDULES

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MDH101

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PENTHOUSE AND ROOF HVAC DEMOLITION PLAN

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MECHANICAL DETAILS

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AHU-1 AND AHU-2 CONTROL SCHEMATIC, CONTROL SCHEDULES, AND LEGEND

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COOLING TOWER CONTROL SCHEMATIC, CONTROL SCHEDULES AND LEGEND

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STRUCTURAL

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STRUCTURAL NOTES

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ROOF FRAMING PLAN

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STEEL DETAILS

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PENTHOUSE AND ROOF MECHANICAL PHASING PLAN

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MECHANICAL DETAILS

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MECHANICAL DETAILS

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ELECTRICAL DETAILS

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ARCHITECTURAL LEGEND

ARCHITECTURAL GENERAL NOTESGENERAL PROJECT NOTES ARCHITECTURAL ABBREVIATIONSUL DETAIL C-AJ-1254MATERIAL LEGENDABATEMENT NOTES

LEGENDS ABBREVIATIONS AND

NOTES

G002

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FINAL SUBMITTAL

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

667-18-121

Project Director

FEB. 03, 2022 AJT DPBRevisions: Date:

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FIRE EXTINGUISHER CABINET

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ROOM NAME AND NUMBER

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DOOR NUMBER

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KEY NOTE

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WINDOW TYPE

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PARTITION TYPE

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DETAIL CALLOUT

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DETAIL NUMBER

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SHEET WHERE DETAIL IS DRAWN

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SECTION CALLOUT

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VERTICAL ELEVATION

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COLUMN CENTERLINE DESIGNATION

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DEMOLITION NOTE

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SECTION NUMBER

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SHEET WHERE SECTION IS DRAWN

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EXTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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ROOM

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NAME

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GA4

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INTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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AutoCAD SHX Text A. DIMENSIONS, UNLESS OTHERWISE INDICATED, DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: FACE OF EXISTING WALL SURFACE TOP OF SLAB TOP OF MASONRY B. COORDINATE WITH OTHER DISCIPLINE COORDINATE WITH OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATE OPENINGS IN SLABS, ROOF, AND WALLS. COORDINATE ROUTING UTILITY. WHERE NEW HOLES IN EXISTING WALLS AND SLABS ARE CREATED FOR PENETRATIONS COORDINATE SIZE AND LOCATION OF SUCH WORK WITH INSTALLERS. PATCH HOLES CAUSED BY THE REMOVAL. WITH MATERIALS MATCHING EXISTING SLAB OR WALL IN STRUCTURE, MATERIAL, THICKNESS, ALIGNMENT, GRADES, AND QUALITY. C. `PROVIDE' IS DEFINED AS PROVIDING `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING, INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED. D. SEAL PIPE PENETRATIONS THROUGH SLABS, SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED PARTITIONS AND FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP TO MAINTAIN THE RATING OF THE WALL OR SLAB. SUBMIT CUT SHEETS AND SPECIFICATIONS TO THE COR FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE UL LISTED ASSEMBLIES. ASSUME 2-HOUR FLOOR CEILING. E. COORDINATE CONTRACTOR DUMPSTER / COORDINATE CONTRACTOR DUMPSTER / TRASH CHUTING LOCATION WITH GOVERNMENT. F. NO ASBESTOS CONTAINING MATERIALS WERE NO ASBESTOS CONTAINING MATERIALS WERE FOUND FOR THIS WORK. REFER TO REPORT BY DURBIN ENVIRONMENTAL DATED OCTOBER 7TH, 2019. G. COORDINATE DEMOLITION AND NEW WORK COORDINATE DEMOLITION AND NEW WORK AMONG DISCIPLINES. H. REMOVED MATERIALS WHICH ARE INDICATED REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED OVER TO THE COR SHALL BE DELIVERED BY THE CONTRACTOR TO A PLACE INDICATED BY THE COR IF APPLICABLE. I. REMOVE COMPLETELY ALL MATERIALS AS REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION OR FINISHES. WHERE EXISTING MATERIALS ARE TO BE REPLACED. EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES SHALL BE PREPARED AS RECOMMENDED BY MANUFACTURER PRIOR TO INSTALLATION OF NEW MATERIALS. J. PREVENT DAMAGE TO MATERIALS AND PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR DAMAGES FROM CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST TO THE GOVERNMENT.

AutoCAD SHX Text A. THE CONTRACTOR SHALL NOT ORDER OR THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED. B. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE WITH COR. C. THE CONTRACTOR MUST PROVIDE A WRITTEN THE CONTRACTOR MUST PROVIDE A WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY WORK DAY TO THE COR CERTIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND FOUND TO BE SECURE, SAFE, AND FREE OF ANY FLAMMABLE LIQUIDS. D. CONTRACTOR SHALL COORDINATE ONLY WITH CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER. E. SEE SPECIFICATION SECTION 01 00 00 FOR SEE SPECIFICATION SECTION 01 00 00 FOR INTERIM LIFE SAFETY MEASURES. F. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. EXISTING CONDITIONS ARE BASED ON GOVERNMENT FURNISHED EXISTING DRAWINGS AND LIMITED FIELD INVESTIGATION. NOTIFY COR OF ANY DISCREPANCIES. G. ALL FINISH COLORS TO BE SELECTED BY COR ALL FINISH COLORS TO BE SELECTED BY COR WHERE NOT OTHERWISE INDICATED. H. WORK MUST BE COMPLETED ACCORDING TO WORK MUST BE COMPLETED ACCORDING TO PHASING NOTED AND SPECIFIED. SEE SHEET M002 AND SPEC SECTION 01 00 00.

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AIR CONDITIONING

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ACOUSTICAL CEILING TILE

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ABOVE FINISH FLOOR

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ALUMINUM

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BATT INSULATION

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BOTTOM OF

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CEMENTITIOUS CRYSTALLINE WATERPROOFING

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COLD-FORMED METAL FRAMING

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CORNER GUARD

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CENTERLINE

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CERAMIC MOSAIC TILE

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CONCRETE MASONRY UNIT

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CASED OPENING

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COMMUNICATION

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CONCRETE

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CONTINUOUS

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CONTRACTING OFFICER'S REPRESENTATIVE

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CERAMIC TILE

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CERAMIC TILE BASE

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DEMOLISH/DEMOLITION

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ELECTRICAL

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EQUAL

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EQUIPMENT

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ET CETERA

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EXISTING

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EXPOSED

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FACTORY FINISH

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FLOOR DRAIN

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FINISHED FLOOR

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FINISH

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FLOOR

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FACE OF

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FIELD VERIFY (PRIOR TO ORDERING OR CUTTING)

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FABRIC WALLCOVERING

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GAGE

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GOVERNMENT

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GYPSUM WALL BOARD

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HANDICAPPED

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HOLLOW METAL

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HIGH-PRESSURE DECORATIVE LAMINATE

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HEATING VENTILATION AND AIR-CONDITIONING

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MATERIAL

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MINIMUM

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METAL

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NOT IN CONTRACT

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ON CENTER

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OPPOSITE HAND

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PLASTER

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PREVIOUSLY FABRICATED

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OPENING

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RESILIENT BASE

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REQUIRED

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RESINOUS FLOORING

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RESINOUS EPOXY WALL - CEILING

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ROUGH OPENING

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ROOF DRAIN

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RECESSED PAPER HOLDER

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SEALED HIGH BUILD GLAZED COATING

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SOAP DISPENSER

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SOLID CORE WOOD

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SIMILAR

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SANITARY NAPKIN DISPENSER

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SPECIAL FACED

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STAINLESS STEEL/SOLID SURFACE

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STEEL

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SUBSTRATE

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TELEPHONE

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TYPICAL

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VINYL COMPOSITION TILE

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CONSTRUCTION

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EARTH

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AutoCAD SHX Text HAZARDOUS MATERIAL ABATEMENT GENERAL NOTES 1. NO ASBESTOS WAS DETECTED IN THE BLACK NO ASBESTOS WAS DETECTED IN THE BLACK EPDM ROOF SYSTEM OR THE BLACK RUBBER ROOF WALK PADS. 2. AN ASBESTOS SURVEY REPORT FOR THIS AN ASBESTOS SURVEY REPORT FOR THIS PROJECT IS AVAILABLE FOR CONTRACTOR USE. 3. CONTRACTOR SHALL ASSUME THAT ALL PAINTED CONTRACTOR SHALL ASSUME THAT ALL PAINTED SURFACES CONTAIN DETECTABLE LEVELS OF LEAD IN THE PAINT. CONTRACTOR SHALL REMOVE MATERIAL AS LEAD CONTAINING IN ACCORDANCE WITH THE OSHA CONSTRUCTION INDUSTRY LEAD STANDARD 29 CFR 1926.62. CONTRACTOR SHALL PERFORM TCLP TESTING TO DETERMINE PROPER DISPOSAL REQUIREMENTS. 4. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL CONTRACTOR SHALL COMPLY WITH ALL FEDERAL AND STATE OF LOUISIANA REGULATIONS. NOTE: THIS WORK NOT COVERED BY THE SEAL ON THESE DOCUMENTS.

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3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

STRUCTURAL NOTES UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

S001

667-18-121

FEB. 03, 2022

FINAL SUBMITTAL

DCASLW

A

B

C

D

E

2 4 5 8 97

REF

13' - 9"

REF

8' - 4"

REF

44' - 1 1/2"

REF

8' - 3 7/8"

REF

5' - 6"

REF

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F

4'

9"

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F

/2

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F

5'

1/

2"

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F

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9"

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X

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LH

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S101

TYP

HSS4X4X3/8

HSS4X4X3/8 HSS4X4X3/8

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E- Pipe3STD E- Pipe3STD

E- Pipe3STD E- Pipe3STD

REF

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F

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E N

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9' - 10"

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

1/ 4"

S501

S501

TYP.

L4x4x1/4 HORIZONTAL

BRACING

S501

7 TYP.

3' - 11"

RAILING

RAILING

RAILING

TEMP AHU

S501

AHU-2

AT 19

-3

L1

S501

S501

PLAN

NORTH

TRUE

NORTH

1. T/STL ELEVATION MATCH EXISTING

2. ALL STEEL EXPOSED TO WEATHER SHALL BE COATED AS SHOWN ON S001

AND THE SPECIFICATIONS.

3. E- INDICATES EXISTING

4. GRATING SHALL BE W19-4 (1" x 1/8") GALVANIZED STEEL GRATING UNO)

5. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY

6. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

7. COORDINATE WITH ACTUAL EQUIPMENT PROVIDED PRIOR TO SUBMISSION

OF SHOP DRAWINGS FOR REVIEW.

8. ANCHORAGE TO EQUIPMENT TO PLATFORM BY EQUIPMENT SUPPLIER.

NEW BEAM

EXISTING BEAM / JOIST

EXISTING CROSS BRACING

DENOTES GRATING SPAN DIRECTION

DENOTES EXTENTS OF GRATING

DENOTES RAILING, SEE 5/S501

L4x4x1/4 HORIZONTAL BRACING

NEW STEEL

BEAM, SEE PLAN

EXIST STEEL

BEAM

(2)L4x4x1/4x0'-6" LONG

3/16

3/16

1/2"

A

B

C

D

E

2 4 5 87

REF

13' - 9"

REF

8' - 4"

REF

44' - 1 1/2"

REF

8' - 3 7/8"

REF

5' - 6"

R E

F

4'

9"

R E

F

/2

R E

F

5'

1/

2"

R E

F

4'

9"

DEMO EXISTING

W8x24

E- Pipe3STD

E- Pipe3STD

E- Pipe3STD

E- Pipe3STD

E- W8X24

E

W

X

E- W8X24

E

W 8X

HSS4X4X3/8 HSS4X4X3/8

HSS4X4X3/8 HSS4X4X3/8

E- W18X35

AHU-2

S501

1 TYP.

S E

E N

O

TE

/4

REF

13' - 9"

PLAN

NORTH

TRUE

NORTH

DEMOLISH BEAM

EXISTING BEAM / JOIST

EXISTING CROSS BRACING

1. E- INDICATES EXISTING

2. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. DO NOT DAMAGE EXISTING STRUCTURE TO REMAIN

4. COORDINATE WITH ACTUAL EQUIPMENT PROVIDED PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

STRUCTURAL DRAWING ABBREVIATIONS:

BOT BOTTOM

B/STL BOTTOM OF STEEL

CONN CONNECTION

DIAG DIAGONAL

EA EACH

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

HORIZ HORIZONTAL

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUT

LLV LONG LEG VERTICAL

MAX. MAXIMUM

MIN. MINIMUM

NF NEAR FACE

OC ON CENTER

OFW OUTSIDE FACE OF WALL

REBAR REINFORCING STEEL

REF FOR REFERENCE ONLY FIELD VERIFY

STD STANDARD

T&B TOP AND BOTTOM

T/STL TOP OF STEEL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

ROOF FRAMING PLAN UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

S101

667-18-121

FEB. 03, 2022

FINAL SUBMITTAL

DCASLW

1/8" = 1'-0"S101

2 PLATFORM FRAMING PLAN

PLATFORM FRAMING PLAN NOTES PLATFROM FRAMING PLAN LEGEND

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

4' 8' 16' 24'2'

1" = 1'-0"S101

3 EXISTNG TO NEW BEAM CONNECTION

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

1/8" = 1'-0"S101

1 ROOF FRAMING DEMOLITION PLAN

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

4' 8' 16' 24'2'

DEMO FRAMING LEGENDDEMO FRAMING NOTES

3"

3"

STEEL COLUMN,

SEE PLAN

5/16

3/4" THICK BASE PLATE, U.N.O.

CL

CL

1' - 0"

1'

0"

EXISTING BEAM,

SEE PLAN

STEEL BEAM,

SEE PLAN

DOUBLE ANGLES (5/16"

THICKNESS MIN.)

NOTE:

QTY OF FASTENERS TO BE

BASED ON THE BEAM SIZE.

C BEAML

BEAM SIZE

W8

W10

W12

W16

# OF 3/4" A325

BOLTS

W14

3" MAX.

3" S

P A

C E

S

3" M

A X

BEAM-SEE PLAN

STEEL COLUMN,

SEE PLAN

BEAM

WORK POINT

T/ STL

SEE PLAN

CL

WORK POINT

WORK POINT

3/8" PLATE

2 1 /2"

3"

2"

1/2

3/4" Ø BOLTS

L4X4X1/4

1/4

TYP

CL

1/8

1/4" PLATE

+1-4" ABOVE EXISTING

ROOF SLAB

HORIZTONAL BRACE -

SEE PLAN

2"

1/4

TYP

1/

2" 3"

3" 3"

1/

2"

1 1/2"

2 1/2"

1/4

TYP

(4) 3/4" DIA ASTM A325 BOLTS AT

W16, (5) 3/4" DIA ASTM A325 BOLTS

AT W18

3/8" PLATE

3/16

TYP

T/ ROOFING

T/ OF METAL DECK

3" DIAMETER STD PIPE POST AT

EACH STRINGER WITH 1/2"x0'-5"x0'-5"

PLATE TOP AND BOTTOM.

3'

- 6

3'

6"

E Q

E Q

M A

X

7"

1 1/2" XS PIPE TYP

1 1/2" XS PIPE TYP

S P

A C

IN

G

4" T

O 7"

E Q

MIN

11"

M

IN

1'

0"

SEE TYPICAL WIDE

FLANGE CONNECTION

DETAILS

BEAM, SEE

PLAN

C12X20.7

CHANNEL

STRINGER TYP

L2x2x3/8

TYP

GRATING SEE

PLAN. NOTCH

AROUND RAIL

POST AS REQD

3/16

TYP

1"

GRATING

SEE PLAN

3/16

TYP

3/16

3/16

EXIST.

JOIST

S501

4'-0" MAX. E

Q

E Q

3' -6

T

Y P

1 1/2" XS

PIPE-TYP.

BEAM, SEE PLAN

TOE PLATEGRATING - SEE PLAN

WT3x8xWEB HEIGHT AT W12x26 WT4x6.5xWEB HEIGHT AT W12x40

S501

1/4" CLOSURE PLATE

1/4"x4"XCONT.

TOE PLATE

(1/8")

1/ 4"

BEAM SEE PLAN

CHAMFER AS REQUIRED

CHAMFER AS REQUIRED

GUARDRAIL

1/8

3/16

1/2"

WT3x8xWEB HEIGHT AT W12x26 WT4x6.5xWEB HEIGHT AT W12x40

HORIZONTAL

BRACE, SEE PLAN

3/16 0

TOP FLANGE OF

WIDE FLANGE BEAM

WIDE FLANGE BEAM

3/16

TYP

NOTE

PROVIDE ANGLE BRACES FOR

CONCENTRATED LOADS WHERE DISTANCE

FROM JOIST PANEL POINT EXCEEDS 4'.

LOAD

MIN.

2"

1/4"

GRATING,

SEE PLAN

FACE OF

EQUIPMENT

AS REQUIRED BY MANUFACTURER.

3" MIN. ATTACHMENT OF

EQUIPMENT TO STEEL BY

EQUIPMENT MANUFACTURER

BEAM, SEE PLAN

BEAM, SEE PLAN

3/8" GUSSET AT

2'-0" O.C.

3/8" GUSSET AT

2'-0" O.C.

EXISTING BEAM

C12x20.7xCONT.

DISCONTINUE AT

INTERSECTING BEAMS

3/16

TYP.

3/16

2@12" CHANNEL

TO BEAM

3/16

TYP.

NOTE:

COORDINATE WITH NEW COOLING TOWER EQUIPMENT

PROVIDED. IF NEW EQUIPMENT WIDTH MATCHES EXISTING

PLATFORM WIDTH AND ALL CONNECTIONS OF EQUIPMENT

TO THE PLATFORM CAN BE PROPERLY ACHIEVED THEN

THIS DETAIL MAY BE OMITTED.

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

STEEL DETAILS UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

S501

667-18-121

FEB. 03, 2022

FINAL SUBMITTAL

AuthorChecker

1 1/2" = 1'-0"S501

1 TYPICAL BASE PLATE DETAIL

3/4" = 1'-0"S501

2 TYPICAL BEAM TO BEAM CONNECTION

1 1/2" = 1'-0"S501

3 SINGLE BRACE CONNECTION DETAIL TO COLUMN

3/4" = 1'-0"S501

4 TYPICAL STAIR SECTION

3/4" = 1'-0"S501

5 TYPICAL RAILING DETAIL

3/4" = 1'-0"S501

6 TYPICAL RAILING CONNECTION DETAIL

1 1/2" = 1'-0"S501

HORIZONTAL BRACING AT

WIDE FLANGE CONNECTION DETAIL

1 1/2" = 1'-0"S501

8 REINFORCEMENT AT CONCENTRATED LOADS

1" = 1'-0"S501

9 SECTION

1 1/2" = 1'-0"S501

10 SECTION

MECHANICAL

PENTHOUSE

PENTHOUSE

ROOF

PLAN GENERAL NOTES - DEMO WORK

WALL LEGEND

PLAN KEY NOTES - DEMO WORK

KEY PLAN

WORK

AREA

SYMBOLS LEGEND

PENTHOUSE AND ROOF PLANS -

DEMO WORK

AD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FINAL SUBMITTAL

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

667-18-121

Project Director

FEB. 03, 2022 AJT DPBRevisions: Date:

AutoCAD SHX Text

AD101

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PENTHOUSE ROOF - DEMO

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AD101

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AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PENTHOUSE AND LOWER ROOF PLAN - DEMO WORK

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EXIST TPO ROOF THIS AREA TO REMAIN

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DEMO EXIST WALKPADS COMPLETE

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UP

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DEMO EXIST WALKPADS COMPLETE

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EXH FANS TO REMAIN

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EXH FANS TO REMAIN

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1. REMOVE EXIST ROOFING MEMBRANE, INSULATION AND REMOVE EXIST ROOFING MEMBRANE, INSULATION AND COMPONENTS DOWN TO EXIST METAL DECK. REMOVE VERTICAL WALL ROOF MEMBRANE FLASHINGS. FLASHINGS AND COPINGS TO REMAIN UNO. 2. REMOVE AND PROTECT LOOSE ROOFTOP SATELLITE REMOVE AND PROTECT LOOSE ROOFTOP SATELLITE DISH/ANTENNA CMU ANCHORS AND REINSTALL AFTER RE-ROOFING IS COMPLETE. 3. ROOFTOP MECH EQUIP IS TO REMAIN UNO. DETACH AND ROOFTOP MECH EQUIP IS TO REMAIN UNO. DETACH AND REINSTALL EQUIP AS NECESSARY TO PERFORM THE RE-ROOFING. SCHEDULE ANY DISRUPTIONS IN SERVICE OF ANY EQUIP WITH GOVT. 4. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. 5. ONLY AHU-1 IS TO HAVE TOTAL CURB/FLASHING REPLACEMENT. ONLY AHU-1 IS TO HAVE TOTAL CURB/FLASHING REPLACEMENT. ALL OTHER EXIST CURBS ARE TO BE RE-FLASHED ONLY.

AutoCAD SHX Text

EXISTING CONSTRUCTION TO REMAIN

AutoCAD SHX Text

EXISTING CONSTRUCTION TO BE DEMOLISHED

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(ALL NOTES NOT USED ON ALL SHEETS)

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REMOVE EXIST CURB AT AHU-1 - COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS.

AutoCAD SHX Text

REMOVE AHU-2 - COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS.

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COOLING TOWER - REMOVE AND REPLACE. SEE MEP DWGS

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PR DOORS AND FRAME - REMOVE AND REPLACE

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

AutoCAD SHX Text

EXISTING MECH EQUIPMENT CURB TO REMAIN

AutoCAD SHX Text

EXISTING ROOF DRAINS WITH STRAINERS

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EXISTING LOW-WALL OVERFLOW DRAIN OUTLET

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EXISTING VENT PENETRATION THROUGH ROOF

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EXISTING CMU SATELLITE DISH ANCHORS

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EXISTING EXHAUST FANS ON RAISED CURBS

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EXISTING PARAPET-MTD SECURITY CAMERA PIPE

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EXISTING PREFAB PIPE/CONDUIT SUPPORTS

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PIPE/CONDUIT ALONG VERT PARAPET WALL OR ON SUPPORTS

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DEMO ALL WALK PADS

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DEMO EXIST ROOFING , INSULATION, SHEATHING, ETC DOWN TO STRUCTURAL DECK.

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EXISTING SATELLITE DISH

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DEMO EXPANSION JOINT

AutoCAD SHX Text

(ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text

RFD

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DEMO MECH EQUIPMENT CURB

AutoCAD SHX Text R

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MECHANICAL

PENTHOUSE

PLAN KEY NOTES - NEW WORK

PLAN GENERAL NOTES - NEW WORK

KEY PLAN

WORK

AREA

SYMBOLS LEGEND

WALL LEGEND

MECHANICAL

PENTHOUSE

PENTHOUSE

ROOF

PENTHOUSE AND ROOF PLANS -

NEW WORK

A101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FINAL SUBMITTAL

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

667-18-121

Project Director

FEB. 03, 2022 AJT DPBRevisions: Date:

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text A101

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AutoCAD SHX Text 1/8" = 1'-0"

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ROOFTOP MECHANICAL SUPPORT RAIL PLAN LAYOUT

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AutoCAD SHX Text A501

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SUPPORT RAILS

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DUCTWORK

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PIPING

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PIPING

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DUCTWORK

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(TYP FOR ALL)

AutoCAD SHX Text A101

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NOTE: ROUTING IS BY CONTRACTOR AS REQD.

AutoCAD SHX Text

(ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text NEW AHU-1 ON NEW CURB - COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. SEE DETAIL 1/A501

AutoCAD SHX Text

NEW 1-AHU-2 - COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS.

AutoCAD SHX Text NEW PAIR HOLLOW METAL DOOR 7'-0" X 3'-0" MANUAL DOORS. FIELD VERIFY TO FIT EXIST OPNG. PROVIDE HARDWARE SET 11C.

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

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(ALL NOTES NOT USED ON ALL SHEETS)

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1. PROVIDE NEW TPO ROOFING MEMBRANES, INSULATION AND PROVIDE NEW TPO ROOFING MEMBRANES, INSULATION AND COMPONENTS REFER TO SPECS AND ROOFING DETAILS ON SHT A501. MIN SLOPE 1/4":12" 2. REINSTALL ROOFTOP SATELLITE DISH/ANTENNAS AND CMU REINSTALL ROOFTOP SATELLITE DISH/ANTENNAS AND CMU ANCHORS TO ORIGINAL LOCATION AND FUNCTIONALITY. COORDINATE WITH TAHU-1 LOCATION. 3. ROOFTOP MECH EQUIP AND THEIR CURBS ARE TO REMAIN UNO. ROOFTOP MECH EQUIP AND THEIR CURBS ARE TO REMAIN UNO. DETACH AND REINSTALL EQUIP AS NECESSARY TO PERFORM THE RE-ROOFING. SCHEDULE ANY DISRUPTIONS IN SERVICE OF ANY EQUIP WITH GOVT. 4. ALL EXISTING ROOFTOP EQUIPMENT NOT PERMANENTLY ALL EXISTING ROOFTOP EQUIPMENT NOT PERMANENTLY ANCHORED IS TO BE REMOVED AND RESET IN LIKE-POSITION AND FUNCTIONALITY DURING REROOFING OPERATIONS. 5. COORDINATION TAHU-1 PLATFORM WITH STRUCT DWGS.COORDINATION TAHU-1 PLATFORM WITH STRUCT DWGS.

AutoCAD SHX Text

EXISTING CONSTRUCTION TO REMAIN

AutoCAD SHX Text

NEW CONSTRUCTION

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NEW COOLING TOWER 1-CT-1. COORDINATE WITH MECH AND ELEC DRAWINGS.

AutoCAD SHX Text

EQUIPMENT CURB W/ MECH EQUIP

AutoCAD SHX Text

NEW ROOF DRAINS WITH STRAINERS

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EXISTING LOW-WALL OVERFLOW DRAIN OUTLET

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EXISTING VENT PENETRATION THROUGH ROOF

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EXISTING CMU SATELLITE DISH ANCHORS

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EXISTING PARAPET-MTD SECURITY CAMERA PIPE

AutoCAD SHX Text

NEW PIPE/DUCTWORK SUPPORT RAILS

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NEW ROOFING AND COMPONENTS. SEE NOTES, DETAILS AND SPECIFICATIONS.

AutoCAD SHX Text ELEVATED PIPE/DUCTWORK ROUTING ON SUPPORTS. PLACE SUPPORT SLEEPER RAILS MAX 48"C/C. USE DELEGATED DESIGN FOR ALL SUPPORTS.

AutoCAD SHX Text

EXISTING SATELLITE DISH

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NEW 3'X3' WALK PADS

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NEW EXPANSION JOINT. SEE ROOF DETAILS

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NEW MECH UNIT TAHU-1. SEE MECH DWGS.

AutoCAD SHX Text WHEN RESETTING EXISTING SATELLITE DISHES, MOVE APPROX. 18" TO THE SOUTH OFF NEW TRAFFIC PADS

AutoCAD SHX Text

NEW ELEVATED STL PLATFORM FOR NEW TAHU-1. REFER TO MECH AND STRUCT DWGS.

AutoCAD SHX Text ELEVATED PIPING/DUCTWORK FOR TAHU-1. SEE 2/A101 AND DET 12/A501 FOR MECH SUPPORT PLANS AND DETAILS

AutoCAD SHX Text

DUCT PENETRATION THROUGH EXIST WALL. REFER TO DETAILS 5, 6, 7 ON SHT A401

AutoCAD SHX Text PIPE PENETRATIONS THROUGH EXIST WALL. REPAIR IN-KIND AND SEAL BOTH INSIDE AND OUTSIDE FACES OF OPENING.

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EXISTING EXHAUST FANS ON RAISED CURBS

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RFD

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UP

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AutoCAD SHX Text +2"

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AutoCAD SHX Text +1 1/2"

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NEW ROOFING: SEE NOTES

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NEW ROOFING: SEE NOTES

AutoCAD SHX Text A501

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VTR (TYP)

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MECH CURB (TYP)

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VTR (TYP)

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RFD

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RFD

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TYP

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FLOATING DIMS = RIGID INSUL THICKNESS REQD.

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@ ROOF

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TYP

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EXIST METAL STAIR TO PENTHOUSE ROOF

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PENTHOUSE AND ROOF PLANS - NEW WORK

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SCUPPER: TYP 2 PLACES THIS ROOF

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SCUPPER: TYP 4 PLACES THIS ROOF

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PENTHOUSE TOP/CONC FLR @ ELEV 146'-2"

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TOP/MTL ROOF DECKING @ APPROX ELEV 146-3 1/2"

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TOP/MTL ROOF DECKING @ APPROX ELEV 164'-6"

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TOP/PARAPET @ APPROX ELEV 166'-5"

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TOP/PARAPET @ APPROX ELEV 148'-1"

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TOP/PARAPET @ APPROX ELEV 148'-1"

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TOP/PARAPET @ APPROX ELEV 147'-4"

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NEW WALK PADS

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TYP

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NEW TRAFFIC PADS

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TYP UNO

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TYP

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STAIR

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STEEL POST THROUGH ROOF (TYP)

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SLOPE 14":12" (TYP)

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MECHANICAL SUPPORT RAIL

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MEMBRANE ROOFTOP

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RECTANGULAR OR RD DUCTWORK OR RD PIPING

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DELEGATED DESIGN DUCTWORK/ PIPING SUPPORTS AT 48"O/C MAX

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ROOFTOP DUCTWORK OR PIPING SUPPORTS

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SEE SUPPORT RAIL PLAN LAYOUT THIS SHEET

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WALL SECTIONS AND DETAILS

A401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FINAL SUBMITTAL

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

667-18-121

Project Director

FEB. 03, 2022 AJT DPBRevisions: Date:

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MTL FLASHING

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CORNER BEAD

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BACKER ROD & SEALANT

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BACKER ROD & SEALANT

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SHIM AS REQD

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EXIST EIFS SYSTEM

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EXIST 6" MTL STUD WALL

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HM INSUL DOOR

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H.M. FRAME

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PROVIDE REPLACEMENT GYP BD HERE

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HEAD DETAIL - H.M. DOOR

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SEALANT

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CORNER BEAD

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BACKER ROD AND SEALANT

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BACKER ROD AND SEALANT

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EXIST EIFS SYSTEM

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HM INSUL DOOR

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H.M. FRAME

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PROVIDE REPLACEMENT GYP BD HERE

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SHIM AS REQD

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EXIST 6" MTL STUD WALL

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JAMB ANCHORS

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JAMB DETAIL - H.M. DOOR

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FULL WALL WIDTH THRESHOLD: SET IN MASTIC

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NEW INSUL HM DOOR

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EXIST RAISED DOOR CURB TO REMAIN

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ALUM SILL FLASHING

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NEW ROOFING ON EXIST STRUCT

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EXIST PENTHOUSE SLAB

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NEW HM DOOR FRAME BEYOND

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SILL DETAIL - H.M. DOOR

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EXIST STL TUBE COL ENCLOSED IN EXIST INSUL 6" MTL STUD WALL.

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EXIST EIFS ON MTL STUD WALL CONSTRUCT TO REMAIN

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MTL THRESHOLD

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NEW PR HM DOORS AND FRAME IN EXIST OPNG

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WALL SECTION AT HOLLOW METAL DOORS

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EXIST CURB TO REMAIN

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CORNER BEAD

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BACKER ROD & SEALANT

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BACKER ROD & SEALANT

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SHIM AS NECESSARY

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EXIST EIFS SYSTEM

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NEW 6" MTL STUD BOXED HDR

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SEALANT

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DUCT: SEE MECH

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EXIST 6" MTL STUD WALL

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REPLACE GYP BD IN KIND AS REQD

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HEAD DETAIL - DUCTWORK WALL PENETRATION

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ALL NEW MTL STUD WORK IS A DELEGATED DESIGN

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SHIM AS REQD

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BACKER ROD AND SEALANT

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EXIST EIFS SYSTEM

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NEW 6" MTL JAMB STUDS

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EXIST 6" MTL STUD WALL

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BACKER ROD AND SEALANT

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DUCT: SEE MECH

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REPLACE GYP BD IN KIND AS REQD

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CORNER BEAD

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JAMB DETAIL - DUCTWORK WALL PENETRATION

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ALL NEW MTL STUD WORK IS A DELEGATED DESIGN

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MTL FLASHING

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BACKER ROD & SEALANT

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BACKER ROD & SEALANT

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SHIM AS NECESSARY

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EXIST EIFS SYSTEM

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EXIST 6" MTL STUD WALL

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DUCT: SEE MECH

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NEW 6" MTL SILL STUD

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REPLACE GYP BD IN KIND AS REQD

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CORNER BEAD

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SILL DETAIL - DUCTWORK WALL PENETRATION

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ALL NEW MTL STUD WORK IS A DELEGATED DESIGN

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NEW ROOFING DETAILS

A501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FINAL SUBMITTAL

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE AND REPLACE SURGERY

HVAC SYSTEM AND ROOFING

SHREVEPORT, LA

667-18-121

Project Director

FEB. 03, 2022 AJT DPBRevisions: Date:

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SINGLE-PLY ROOF FLASHING

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SINGLE-PLY ROOF MEMBRANE - TURN UP AT CURB

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WELDED SEAM

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APPROX LINE OF EXIST MECH EQUIP

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EXIST EQUIP CURB. PROVIDE NEW PT 2X BLOCKING AT NEW CURBS

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NEW MTL CAP FLASHING AT EXISTING CURBS

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4" CANT

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SUBSTRATE BOARD

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RIGID INSULATION

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VAPOR BARRIER

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COVER BOARD

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STEEL ROOF DECK AND COMPONENTS TO REMAIN

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NOTE: : ROOF DETAILS VARY BASED ON MFR'S STANDARD DETAILING.

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EXIST BLOCKING. PROVIDE NEW BLOCKING AT NEW CURBS

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NEW CURB OR FLASHING AT EXISTING CURBS

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SINGLE-PLY ROOF MEMBRANE

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WELDED SEAM

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RIGID INSULATION

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VAPOR BARRIER

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STEEL ROOF DECK AND COMPONENTS TO REMAIN

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NOTE: : ROOF DETAILS VARY BASED ON MFR'S STANDARD DETAILING.

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PIPE PENETRATION

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PRE-MOLDED VENT BOOT

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STAINLESS STL CLAMP

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FLEXIBLE FILLER

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EXIST PIPE PENETRATION

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TYPICAL VENT THROUGH ROOF

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SINGLE-PLY ROOF MEMBRANE - TURN UP AT WALL

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SINGLE-PLY ROOF FLASHING

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WELDED SEAM

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4" CANT

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LOOSEN AND REFASTEN EXIST MTL COPING AS REQD FOR NEW WORK

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RIGID INSULATION

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VAPOR BARRIER

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COVER BOARD

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STEEL ROOF DECK AND COMPONENTS TO REMAIN

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NOTE: : ROOF DETAILS VARY BASED ON MFR'S STANDARD DETAILING.

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NEW PLYWOOD SHEATHING

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PARAPET AT METAL COPING

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WRAP NEW FLASHING UP AND OVER PARAPET TOP

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SINGLE-PLY ROOF MEMBRANE - TURN UP AT WALL

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SINGLE-PLY ROOF FLASHING

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WELDED SEAM

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4" CANT

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NEW PLYWOOD SHEATHING

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EXIST STONE COPING TO REMAIN

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SUBSTRATE BOARD

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RIGID INSULATION

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VAPOR BARRIER

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COVER BOARD

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NOTE: : ROOF DETAILS VARY BASED ON MFR'S STANDARD DETAILING.

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STEEL ROOF DECK AND COMPONENTS TO REMAIN

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EXIST REGLET FLASHING TO REMAIN. BEND OUT AND THEN BACK FOR NEW INSTALLATION.

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PARAPET AT MASONRY COPING

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CONT SEALANT

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EXIST BRICK VENEER OR SYN STUCCO FINISH

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EXIST MTL FLASHING TO REMAIN

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SINGLE-PLY ROOF MEMBRANE - TURN UP AT WALL

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SINGLE-PLY ROOF FLASHING

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WELDED SEAM

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CANT

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NOTE: : ROOF DETAILS VARY BASED ON MFR'S STANDARD DETAILING.

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SUBSTRATE BOARD

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RIGID INSULATION

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VAPOR BARRIER

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COVER BOARD

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STEEL ROOF DECK AND COMPONENTS TO REMAIN

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AutoCAD SHX Text 1 1/2" = 1'-0"

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BUILDING WALL BASE DETAIL

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CONT EDGE SEALANT AT ROOF TERMINATION POINTS

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DELEGATED DESIGN FOR DUCT OR PIPE SUPPORTS

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PIPING OR DUCTWORK; SEE MECH DWGS

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CONT CANT STRIP

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CONT 2X12 BLOCKING

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ROOF MEMBRANE

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CONT. METAL CAP WITH COUNTER FLASHING

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COVER BOARD

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EXISTING DECK TO REMAIN

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CONT. MEMBRANE COATED MTL FLASHING

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RIGID INSULATION

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SUBSTRATE BOARD

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VAPOR BARRIER

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MECHANICAL PIPE OR DUCTWORK SUPPORT RAIL

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THRU-BOLT TO SUPPORT RAILS

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STRAINER BASKET

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CLAMPING RING

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CONT SEALANT

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SINGLE-PLY ROOF FLASHING

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SINGLE-PLY ROOF MEMBRANE

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WELDED SEAM

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COVER BOARD

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RIGID INSULATION

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VAPOR BARRIER

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NOTE: : ROOF DETAILS VARY BASED ON MFR'S STANDARD DETAILING.

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SUBSTRATE BOARD

AutoCAD SHX Text PROVIDE PIPE EXTENTION AND NEW HUBLESS FITING. JOINTS FOR HUBLESS PIPE AND FITTINGS SHALL CONFORM TO THE MANUF INSTALLATION INSTRUCTIONS. COUPLINGS FOR HUBLESS JOINTS SHALL BE EXTRA-HEAVY DUTY AND CONFORM TO CISPI 310. JOINTS FOR HUB AND SPIGOT PIPE SHALL BE INSTALLED WITH COMPRESSION GASKETS CONFORMING TO THE REQUIREMENTS OF ASTM C564. DO NOT CUT EXISTING PIPES BELOW CEILING. A CHANGEABLE INSERT MEETING THE REQUIREMENTS OF THE VA ARE ALSO ALLOWABLE.

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TYPICAL ROOF DRAIN DETAIL

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VAPOR BARRIER

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RIGID INSULATION

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COVER BOARD

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TPO ROOF MEMBRANE

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TPO WALKWAY PAD

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EXIST CMU ANCHORS

AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL DISCONNECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL DISCONNECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL DISCONNECTIONS AND RECONNECTIONS, AND FOR LENGTHENING AND/OR SHORTENING OF ALL CONDUIT AND ELECTRICAL CONNECTORS.

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STEEL ROOF DECK AND COMPONENTS TO REMAIN

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NOTE: : ROOF DETAILS VARY BASED ON MFR'S STANDARD DETAILING.

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SUBSTRATE BOARD

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6" MIN

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6" MIN

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ROOFING UNDER EXISTING CMU ANCHORS

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SINGLE-PLY ROOF MEMBRANE - TURN UP AT WALL

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SINGLE-PLY ROOF FLASHING

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WELDED SEAM

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4" CANT BEYOND

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NEW PLYWOOD SHEATHING

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EXIST STONE COPING TO REMAIN

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SUBSTRATE BOARD

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RIGID INSULATION

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VAPOR BARRIER

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COVER BOARD

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NOTE: : ROOF DETAILS VARY BASED ON MFR'S STANDARD DETAILING.

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STEEL ROOF DECK AND COMPONENTS TO REMAIN

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EXIST REGLET FLASHING TO REMAIN

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WRAP SINGLE-PLY MEMBRANE INTO ALL 4 SIDES OF EXIST SCUPPERS

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CONT SEAM AND SEALANT

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NEW COATED MET TPO SCUPPER LINER

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NEW ROOFING AT EXISTING SCUPPER

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SUBSTRATE BOARD

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TAPERED RIGID INSULATION

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COVER BOARD

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SINGLE-PLY ROOF MEMBRANE

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MEMBRANE FLASHING

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VAPOR BARRIER

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MEMBRANE OVER PRE-FAB EXP JT BELLOWS

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STEEL ROOF DECK AND…