36C24618B0615-003.pdf

PDF 1017 KB Posted Jul 19, 2018

Attached to: PROJECT 637-18-147 - REPLACE ROOF B47 SECTIONS C&D
Solicitation number: 36C24618B0615
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

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36C24618B0615 Combined Project Drawings B-W - Replace Roof B47 Sections C _ D.pdf

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ASHEVILLE

MEDICAL CENTER

Am bulatory C are Addition

70T

71T

NORTH

DEPARTMENT of VETERANS AFFAIRS

NORTH CAROLINA

PATIENT PARKING LOTS

TANKSO2

64 FIRE PUMP ROOM

63 STORAGE

47 MAIN HOSPITAL

24 CREDIT UNION

15 ADMINISTRATION/HUMAN RESOURCES

14 ADMINISTRATION / FMS SHOPS

12 GROUNDS - MAINTENANCE

11 LINEN

9 VACANT

2 & 3 QUARTERS

BUILDING FUNCTION

62 COMMUNITY LIVING CENTER

65 BLDG.15 GROUND SOURCE HEAT PUMP

70 MENTAL HEALTH

71T CRU CONFERENCE BLDG. (TEMP)

4,5,6,7

SOUTH

TOWER

WEST

TOWER

EAST

TOWER

72T

POWER PLANT

72T SWING SPACE

BOILER PLANT

MENTAL HEALTH

73T MENTAL HEALTH

73T

VETERANS AFFAIRS

MEDICAL CENTER

ASHEVILLE

NORTH CAROLINA

GENERAL NOTES

ABREVIATIONS

SITE

HOURS OF

REPLACE ROOF AREAS "C" & "D"

BLDG NO. 47 PROJECT NO. 637-18-147

INDEX OF DRAWINGS

OPERATION

"CONFIDENTIAL"

AutoCAD SHX Text Riceville Road

AutoCAD SHX Text Tunnel Road (HWY 70)

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AREAWAY

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CANOPY

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CONC. RET. WALL

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CANOPY

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ELECTRIC SWITCH GEAR

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BUILDINGS

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BELL TOWER

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WALKING TRAIL

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WALKING TRAIL

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WALKING

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HELICOPTER LANDING AREA

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TRAIL

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CONC. WALL

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RAMP

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ASPHALT DRIVE

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BLOCK WALL

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BLOWER PAD

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EMPLOYEE PARKING LOTS

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WATER TANK

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LEGEND

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SMOKING

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SHELTER

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SMOKING

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SHELTER

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AutoCAD SHX Text E

AutoCAD SHX Text F

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AutoCAD SHX Text A

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THREE INCHES = ONE FOOT

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AutoCAD SHX Text B

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AutoCAD SHX Text C

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AutoCAD SHX Text D

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THREE-QUARTERS INCH = ONE FOOT

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ONE INCH = ONE FOOT

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ONE AND ONE-HALF INCHES = ONE FOOT

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AutoCAD SHX Text E

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ONE-HALF INCH = ONE FOOT

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AutoCAD SHX Text F

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THREE-EIGHTHS INCH = ONE FOOT

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ONE-EIGHTH INCH = ONE FOOT

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ONE-QUARTER INCH = ONE FOOT

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REVISIONS

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DATE

AutoCAD SHX Text ASBESTOS WARNING: ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) ARE PRESENT THROUGHOUT THE FACILITY. ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) ARE PRESENT THROUGHOUT THE FACILITY. IF CONTRACTORS FIND ACBM, OR SUSPECT FINDING ACBM, THEY SHALL IMMEDIATELY STOP WORK AND CONTACT THE PROJECT COTR.

AutoCAD SHX Text SCALING NOTES: FULL SIZE V.A. "E" SHEETS - SCALE AS INDICATED, HALF SIZE V.A. "D" SHEETS - THE SCALE FULL SIZE V.A. "E" SHEETS - SCALE AS INDICATED, HALF SIZE V.A. "D" SHEETS - THE SCALE 12 THE SCALE INDICATED AND LETTER SIZE DRAWINGS ARE NOT TO SCALE AND LETTER SIZE DRAWINGS ARE NOT TO SCALE

AutoCAD SHX Text DEMOLITION IS TO INCLUDE ALL MATERIALS NECESSARY FOR A COMPLETE REMODEL OF THE AREA AS THE DRAWINGS IS TO INCLUDE ALL MATERIALS NECESSARY FOR A COMPLETE REMODEL OF THE AREA AS THE DRAWINGS SHOW INTENT. THESE DRAWINGS ARE FOR THE CONTRACTORS ASSISTANCE. THE CONTRACTOR IS RESPONSIBLE TO "FIELD VERIFY" THE AREA TO DETERMINE THE COMPLETENESS OF DEMOLITION TO ACCOMPLISH THE NEW CONSTRUCTION GOALS. ALL ISSUES ARE TO BE RESOLVED WITH THE C.O.T.R. PRIOR TO THE START OF CONSTRUCTION.

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16. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY FASHION AT ALL TIMES. CORRIDORS SHALL BE KEPT CLEAR OF ALL DEBRIS AND OBSTRUCTIONS TO ALLOW SAFE PASSAGE FOR EMPLOYEES, PATIENTS, VISITORS AND WORKERS. DISPOSE OF ALL TRASH AND DISCARDED MATERIALS, AND MAINTAIN STORAGE ONLY WITHIN THE CONFINES OF THE JOB SITE OR OTHER APPROVED AREAS. 17. ALL DAMAGES INCURRED TO ADJACENT AREAS SHALL BE REPAIRED AND RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT HIS OWN EXPENSE. 18. ALL MATERIALS REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR, TO BE DISPOSED OF OFF-SITE, UNLESS SCHEDULED TO BE REINSTALLED OR TURNED OVER TO THE VA. 19. CONTRACTOR SUPERINTENDENT SHALL CARRY A PAGER AND/OR INSTALL A JOB SITE TELEPHONE. FURNISH NUMBERS TO THE PROJECT COTR UPON CONTRACT AWARD. 20. CONTRACTOR SHALL SCHEDULE ALL UTILITY INTERRUPTIONS WITH THE PROJECT COTR AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE. UTILITY INTERRUPTIONS MAY REQUIRE OVERTIME WORK FOR ALL TRADES INVOLVED, AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE VA. 21. MANUFACTURER'S TRADE NAMES USED TO HEREIN IDENTIFY A MINIMUM STANDARD. SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, OTHER PRODUCTS SHALL BE CONSIDERED, PROVIDED THEY ARE EQUIVALENT TO THESE STANDARDS AND MEET THE REQUIREMENTS OF THE TECHNICAL SPECIFICATIONS AND DRAWINGS.

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1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. SCHEDULE ON-SITE INSPECTIONS WITH THE PROJECT COTR. 2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL BUILDING (UBC), PLUMBING, ELECTRICAL CODES AND VA STANDARDS. 3. CONTRACTOR SHALL COMPLY WITH OSHA, EPA, NFPA, AND ALL OTHER APPLICABLE SAFETY CONTRACTOR SHALL COMPLY WITH OSHA, EPA, NFPA, AND ALL OTHER APPLICABLE SAFETY CODES AND REGULATIONS AT ALL TIMES. 4. ALL ELECTRICAL WORK SHALL BE PER SPECIFICATIONS. 5. PROVIDE FINISH QUALITY REPAIR AS A RESULT OF ALL DEMOLITION. 6. PAINTING REQUIRES ONE COAT OF PRIMER ON NEW WALL AND DRY WALL PATCHES. TWO COATS OF FINISH ON ALL WALLS AS INDICATED ON THE FINISH SCHEDULE. 7. REPLACE ALL DAMAGED CEILING TILES WITHIN THE CONSTRUCTION AREA, AS NEEDED AND AS A RESULT OF DEMOLITION. 8. SEE FINISH SCHEDULE IN SPECIFICATION (DRAWING FINISH SCHEDULES ARE FOR GENERAL GUIDANCE ONLY) FOR NEW COVE BASE, HAND RAILS AND CHAIR RAILS AS REQUIRED. 9. PROVIDE POLYURETHANE FINISH TO NEW WOOD DOORS OFF STATION OR V.A. APPROVED LOCATION. 10. SUBMITTALS AND C.O.T.R. APPROVAL REQUIRED ON ALL NEW MATERIALS. 11. ALL NEW DOMESTIC, HEATING & COOLING, WATER LINES AND STEAM, SUPPLY & RETURN SHALL BE INSULATED. 12. CONTRACTOR STAGING AND ACCESS WILL BE FINALIZED AT THE PRE-CONSTRUCTION MEETING. 13. ALL WORK SHALL BE PERFORMED BY CRAFTSMEN WHO ARE JOURNEYMEN OF THE TRADE IN WHICH THEY ARE PERFORMING WORK. 14. CONTRACTOR SUPERINTENDENT SHALL REPORT TO THE PROJECT COTR EACH MORNING BEFORE WORK BEGINS, AT WHICH TIME THE DAILY SCHEDULE SHALL BE DISCUSSED. 15. CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL TIMES. CONTRACTOR SHALL USE "STICKY MATS" OUTSIDE EACH WORK AREA, AND SHALL ERECT DUST BARRIERS, TO MINIMIZE DUST/DIRT SPREADING/TRACKING TO THE GREATEST EXTENT POSSIBLE.

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DRAWING

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ELECTRIC WATER COOLER

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ELEVATION/ELEVATOR

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EMERGENCY

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ELECTRIC(AL)

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DIAMETER

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DOMESTIC HOT WATER

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ELEV

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DIA, %%C

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DWG

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EWC

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ELEC

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DHW

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EACH

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DOOR

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CEILING

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CLG

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CIRCUIT

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DETAIL

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TECHNICAL REPRESENTATIVE

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CONTINUOUS, CONTINUE

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CUBIC FEET PER MINUTE

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DEEP/DEPTH

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CONTRACTING OFFICER

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CERAMIC

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CONCRETE

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COLUMN

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COLD WATER

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CENTER LINE

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COL

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DTL

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CFM

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CONC

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CONT

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CUBIC

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CKT

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CER

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BOTTOM

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BETWEEN

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BUILDING

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ABOVE FINISHED FLOOR

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ARCHITECT(URAL)

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AIR CONDITIONER

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ALTERNATE

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ALUMINUM

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ARCH

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BOT

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BTW

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BLDG

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AFF

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ALT

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ALUM

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NORTH

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NUMBER

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OUTSIDE DIAMETER

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ON CENTER(S)

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OPPOSITE

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NOT IN CONTRACT

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NOT TO SCALE

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OPP

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NIC

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NTS

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GOV

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GOVERNMENT

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HEIGHT

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HOUR

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JOINT

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INTERIOR

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MAXIMUM

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MINIMUM

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GYPSUM WALL BOARD

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INSULATION/INSULATING

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NOT APPLICABLE

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MANUFACTURE(R)

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LAVATORY

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MECHANICAL

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HORIZONTAL

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MECH

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MAX

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MIN

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LAV

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MFR

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HORZ

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INSUL

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INT

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GWB

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EQUAL

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GAUGE

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GLASS

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FEET

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GRADE/GRADING

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GALVANIZED

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EXISTING

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FURRING

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EXTERIOR

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FLUORESCENT

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EXPANSION

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FLUOR

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GALV

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FUR

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EXIST

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EXP

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EXT

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TRANSV

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TRANSVERSE

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TYPICAL

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WITH

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VAPOR BARRIER

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WATER CLOSET

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UNDERGROUND

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VERTICAL

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WITHOUT

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VERT

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TYP

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SHEET

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RIGHT

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STEEL

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SQUARE

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SIMILAR

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STRUCTURAL

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SUSPENDED

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THICK(NESS)

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SPECIFICATION(S)

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SCHEDULE

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REINFORCE(D), (ING)

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SIM

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STL

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SPEC

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THK

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STRUCT

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SUSP

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REINF

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SCH

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SHT

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RICEVILLE RD.

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AutoCAD SHX Text CONTRACTOR MAY ONLY WORK THE HOURS OF 8:00 A.M. TO 4:30 P.M.; MONDAY THROUGH FRIDAY AND NO GOVERNMENT HOLIDAYS WITHOUT CO/COTR PRIOR APPROVAL. SOME AREAS WILL NEED TO BE WORKED AFTER NORMAL HOSPITAL HOURS DUE TO NOISE SENSITIVE AREAS AND PATIENT NEEDS.

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COTR

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CONTRACTING OFFICER'S

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SEQUENCE

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SEQ

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DWG.#

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SHEET #

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DRAWING TITLE

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COVER SHEET

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ROOF PLAN FOR AREAS "C" & "D"

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ROOF DETAILS

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LEFT

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ROOM

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CONCRETE MASONRY UNIT

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CMU

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VINYL COMPOSITE TILE

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VCT

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METAL

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MTL

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ASBESTOS CONTAINING

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ACBM

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BUILDING MATERIALS

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AutoCAD SHX Text Requesting Service

AutoCAD SHX Text Service Chief

AutoCAD SHX Text Chief, FMS

AutoCAD SHX Text Infection Control

AutoCAD SHX Text Associate Director for Patient Care Services

AutoCAD SHX Text M & R Supervisor

AutoCAD SHX Text Chief of Staff

AutoCAD SHX Text Safety Manager

AutoCAD SHX Text Associate Director

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AFGE

AutoCAD SHX Text Medical Center Director

AutoCAD SHX Text Date

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DRAWING NO.

AutoCAD SHX Text Office of Facilities

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AutoCAD SHX Text Project Title

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ASHEVILLE, NC

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TITLE BLOCK INFORMATION IA A TEXT ATTRIBUTE - DOUBLE CLICK TO ACTIVATE

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REPLACE ROOF

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AREAS "C" & "D"

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COVER

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SHEET

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FEBRUARY 2018

AutoCAD SHX Text 637-18-147

AutoCAD SHX Text G1

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MSC

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AutoCAD SHX Text THESE DRAWINGS MUST BE RETURNED MUST BE RETURNED BE RETURNED TO FACILITIES MANAGEMENT SERVICE, PROJECT SECTION, UPON COMPLETION, OR FINAL USE BY THE CONTRACTOR FOR BIDDING PURPOSES.

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PROJECT

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LOCATION

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%%UNOTE:

AutoCAD SHX Text IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL MEASUREMENTS AND EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY COTR OF ANY DISCREPANCIES IN WRITING BEFORE STARTING WORK IN SPECIFIC AREA.

AHU ON

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SLEEPERS

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AHU ON

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SLEEPERS

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AHU

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AHU

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CONCRETE CURB

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AHU

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AHU ON

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SLEEPERS

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AHU ON

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SLEEPERS

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AHU ON

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SLEEPERS

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AREA C = 21,550 S.F.+/-

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AREA C =11,600 S.F.

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SOIL STACK

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CONDUIT

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PITCH POCKET

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ROOF DRAIN

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ELECTRICAL CONDUIT

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GAS CONDUIT

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LIGHTNING CONDUIT

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OVERFLOW DRAIN

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VENT PIPE

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SUPPORT PIPE

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HOT PIPE

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MOISTURE RELIEF VENT

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STANDARD CURB

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EXHAUST UNIT

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VENT ON CURB

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CAPPED CURB

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SKYLIGHT

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WOOD SLEEPER

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SQUARE VENT

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HOOK VENT

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AIR HANDLING UNIT ON SLEEPERS

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SATELLITE

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LADDER

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AIR HANDLING UNIT

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CHIMNEY

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BUILT-IN SLEEPER

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ROOF HATCH

AutoCAD SHX Text NOTE: PENETRATIONS ARE APPROXIMATE IN SIZE AND LOCATION TO BE USED AS REFERENCE POINTS ONLY. PROVIDE LIGHTNING PROTECTION FOR ALL OF THE ABOVE SYMBOLS.

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%%USYMBOL LEGEND

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AHU ON

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SLEEPERS

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AHU

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LIGHTNING ROD

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GROUND ROD

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(2) DESIGNATES CLASS 2 PROTECTION

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THREE INCHES = ONE FOOT

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THREE-QUARTERS INCH = ONE FOOT

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ONE INCH = ONE FOOT

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ONE AND ONE-HALF INCHES = ONE FOOT

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ONE-HALF INCH = ONE FOOT

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THREE-EIGHTHS INCH = ONE FOOT

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ONE-EIGHTH INCH = ONE FOOT

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ONE-QUARTER INCH = ONE FOOT

AutoCAD SHX Text GENERAL NOTE: CONTRACTORS AND ARCHITECT/ENGINEERING FIRMS ARE RESPONSIBLE FOR THE FIELD VERIFICATION CONTRACTORS AND ARCHITECT/ENGINEERING FIRMS ARE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING CONDITIONS.

AutoCAD SHX Text SCALING NOTES: FULL SIZE V.A. "E" SHEETS (SCALE AS INDICATED) AND HALF SIZE V.A. "D" SHEETS ( THE SCALE FULL SIZE V.A. "E" SHEETS (SCALE AS INDICATED) AND HALF SIZE V.A. "D" SHEETS ( THE SCALE 12 THE SCALE INDICATED LETTER SIZE DRAWINGS ARE NOT TO SCALE LETTER SIZE DRAWINGS ARE NOT TO SCALE

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REVISIONS

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DATE

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LOCATION KEY - BUILDING 47

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SCALE:

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BLDG 47 ACA

AutoCAD SHX Text 1/16"= 1'-0"

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FLAG NOTES - THIS SHEET

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FURNISH & INSTALL

AutoCAD SHX Text GENERAL NOTES - THIS SHEET 1. REMOVE BALLAST FROM SECTIONS C & D. REMOVE BALLAST FROM SECTIONS C & D. 2. LIGHTNING PROTECTION TO BE REMOVED AND LIGHTNING PROTECTION TO BE REMOVED AND REINSTALLED. 3. REMOVE EXISTING MEMBRANE AND ROOFING DOWN TO REMOVE EXISTING MEMBRANE AND ROOFING DOWN TO CONCRETE DECK. 4. NEW 60 MIL TPO TO BE INSTALLED. NEW 60 MIL TPO TO BE INSTALLED. 5. TAPERED POLYISOCYANURATE INSULATION FOR " FALL TAPERED POLYISOCYANURATE INSULATION FOR " FALL 14" FALL IS REQUIRED. 6. NEW ROOF TO BE MIN R-10 AND MIN. AVERAGE R-33.NEW ROOF TO BE MIN R-10 AND MIN. AVERAGE R-33.

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DRAWING NO.

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ASHEVILLE, NC

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TITLE BLOCK INFORMATION IA A TEXT ATTRIBUTE - DOUBLE CLICK TO ACTIVATE

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REPLACE ROOF

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AREAS "C" & "D"

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ROOF PLAN

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FEBRUARY 2018

AutoCAD SHX Text 637-18-147

AutoCAD SHX Text A1

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MSC

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ACA

AutoCAD SHX Text "CONFIDENTIAL:THESE DRAWINGS MUST BE RETURNED TO FACILITIES MANAGEMENT SERVICE, PROJECT SECTION, :THESE DRAWINGS MUST BE RETURNED TO FACILITIES MANAGEMENT SERVICE, PROJECT SECTION, THESE DRAWINGS MUST BE RETURNED TO FACILITIES MANAGEMENT SERVICE, PROJECT SECTION, MUST BE RETURNED TO FACILITIES MANAGEMENT SERVICE, PROJECT SECTION, BE RETURNED TO FACILITIES MANAGEMENT SERVICE, PROJECT SECTION, UPON COMPLETION, OR FINAL USE BY THE CONTRACTOR FOR BIDDING PURPOSES.

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IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL

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MEASUREMENTS EXISTING CONDITIONS AND EQUIPMENT LOCATIONS.

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ROOF PLAN AREA "C" & "D"

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SCALE: 1/16" = 1'0"

AutoCAD SHX Text BID DEDUCTS - THIS PROJECT BASE BID: THE ENTIRE PROJECT BID DEDUCT #1: THE BASE BID MINUS ROOF "F" AND "A.3"

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ALL EQUIPMENT AND DUCTWORK IS NOT SHOWN.

1/8" PER FOOT TAPERED ISO NOT TO SCALE

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NOTES:

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CONTRACTOR TO TRANSITION PERIMETER CONDITIONS AS REQUIRED

AutoCAD SHX Text CONTRACTOR TO PROVIDE TAPERED EDGE ROOF SUMPS AT ALL DRAINS AND THRU WALL SCUPPERS AS REQUIRED

AutoCAD SHX Text CONTRACTOR TO INSTALL 1/4":1' ISOCYANURATE CRICKETS AT ALL ROOF CURBS EXCEEDING 12" WIDE TO PROMOTE POSITIVE DRAINAGE

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ALL TAPERED & FLAT INSULATION FILL SHALL BE POLYISOCYANURATE

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PANEL SCHEDULE

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PANEL

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SLOPE

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TYPE

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THICKNESS

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SIZE

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TAPERED

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1/8" / FT

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TAPERED

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1/8" / FT

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1/8" / FT

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TAPERED

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1/8" / FT

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CRICKET

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1/4" / FT.

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CRICKET

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1/4" / FT.

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POLYISO FILL

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1.5" ISO BASE

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2" FILL

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POLYISO BASE

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2" FILL

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1/4" SLOPE ISO CRICKET NOT TO SCALE

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2" FILL

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2" FILL

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FULL DIAMOND CRICKET

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POINT 'A'

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SLOPE

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LOW POINT

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CRICKET PANELS

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ROOF SLOPE

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ROOF SLOPE

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(HIGH POINT)

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CRICKET PANELS

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TAPERED PANELS

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INSTALLATION GUIDE

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1. LOCATE MIDPOINT BETWEEN DRAINS (POINT "A")

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2. LOCATE POINTS "B" & "C" (LENGTH OF CENTER LINE)

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BETWEEN POINTS "B" & "C" DETERMINED BY CRICKET

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WIDTH REQUIREMENTS - SEE ROOF PLAN.

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3. SNAP A CHALKLINE BETWEEN THE DRAINS AND POINTS

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"A", "B" & "C" FORMING THE CRICKET OUTLINE

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4. LAY IN 1ST SECTION OF TAPERED PANELS AS SHOWN

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CUT AWAY EXCESS (HATCHED AREAS) AND DISCARD.

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5. REPEAT ITEM #4 ON 3 REMAINING "TRIANGLE" AREAS.

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THREE INCHES = ONE FOOT

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THREE-QUARTERS INCH = ONE FOOT

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ONE INCH = ONE FOOT

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ONE AND ONE-HALF INCHES = ONE FOOT

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ONE-HALF INCH = ONE FOOT

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THREE-EIGHTHS INCH = ONE FOOT

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ONE-EIGHTH INCH = ONE FOOT

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ONE-QUARTER INCH = ONE FOOT

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REVISIONS

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DATE

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LOCATION KEY - BUILDING 47

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SCALE:

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TITLE

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FLAG NOTES - THIS SHEET

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AutoCAD SHX Text GENERAL NOTES - THIS SHEET 1. ANY ASBESTOS FOUND IS NOT TO BE DISTURBED. IT IS ANY ASBESTOS FOUND IS NOT TO BE DISTURBED. IT IS TO BE ENCAPSULATED IN PLACE. 2. ALL FASTENING, TERMINATIONS AND FLASHING ARE TO BE ALL FASTENING, TERMINATIONS AND FLASHING ARE TO BE DONE ACCORDING TO MANUFACTURERS RECOMMENDATION. 3. FLASHING COLOR TO MATCH EXISTING. FLASHING COLOR TO MATCH EXISTING. 4. CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING ALL CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND EQUIPMENT LOCATIONS. 5. CONTRACTOR T FOLLOW PROJECT SPECIFICATIONS/VA CONTRACTOR T FOLLOW PROJECT SPECIFICATIONS/VA MASTER SPECIFICATIONS AND DRAWINGS.

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DRAWING NO.

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ASHEVILLE, NC

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TITLE BLOCK INFORMATION IA A TEXT ATTRIBUTE - DOUBLE CLICK TO ACTIVATE

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REPLACE ROOF ACA

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& BLDG 62

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ROOF DETAILS

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DECEMBER 2016

AutoCAD SHX Text 637-17-101

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MSC

AutoCAD SHX Text 47 & 62

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AutoCAD SHX Text Parapet Wall w/ Metal Cap

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NEW 1.5" POLYISOCYANURATE INSULATION

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EXISTING STRUCTURAL CONCRETE DECK

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NEW 1/8" PER FT. TAPERED POLYISOCYANURATE INSULATION

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NEW FULLY ADHERED 60 MIL TPO MEMBRANE

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NEW FULLY ADHERED TPO MEMBRANE FLASHING

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NEW METAL CAP

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NEW 3/4" PLYWOOD AS REQUIRED TO PROVIDE MIN. REQUIRED FLASHING HEIGHT

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NEW 2" SEAM PLATE FASTENER

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NEW CONTINUOUS CLEAT

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NEW WOOD BLOCKING IF REQUIRED TO FILL VOIDS IN EXTERIOR WALL CONFIGURATION

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EXISTING EXTERIOR WALL

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NEW 3/4" PLYWOOD AS REQUIRED TO PROVIDE SMOOTH FLASHING SURFACE

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NEW BASE SHEET

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NEW 1.5" POLYISOCYANURATE INSULATION

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EXISTING STRUCTURAL CONCRETE DECK

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NEW 1/8" PER FT. TAPERED POLYISOCYANURATE INSULATION

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NEW FULLY ADHERED 60 MIL TPO MEMBRANE

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NEW PREFABRICATED TPO PIPE FLASHING

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NEW STAINLESS STEEL CLAMPING RING

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NEW CONTINUOUS BEAD OF SEALANT

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EXISTING ROUND PENETRATION

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NEW 2" SEAM PLATE FASTENER

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NEW BASE SHEET

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NEW 1.5" POLYISOCYANURATE INSULATION

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EXISTING STRUCTURAL CONCRETE DECK

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NEW 1/8" PER FT. TAPERED POLYISOCYANURATE INSULATION

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NEW FULLY ADHERED 60 MIL TPO MEMBRANE

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NEW FULLY ADHERED TPO MEMBRANE STRIPPING

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NEW NON-SHRINK GROUT

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NEW POURABLE FILLER

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NEW COPPER PITCH POCKET

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EXISTING WOOD NAILERS - REPLACE DETERIORATED AS REQUIRED

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NEW BASE SHEET

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AutoCAD SHX Text Round Penetration (Pre-Fab Boot)

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TAPERED INSULATION DETAILS

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SCALE: NONE

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AutoCAD SHX Text Wall Flashing

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NEW FULLY ADHERED TPO GRAVEL STOP STRIPPING

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NEW FULLY ADHERED 60 MIL TPO MEMBRANE

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NEW METAL EDGE MECHANICALLY FASTENED @ 3" 0.C. STAGGERED

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NEW METAL CLEAT MECHANICALLY FASTENED @ 8" 0.C.

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EXISTING PLYWOOD - REPLACE DETERIORATED AS REQUIRED

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EXISTING MASONRY WALL

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NEW 1/8" PER FT. TAPERED POLYISOCYANURATE INSULATION

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NEW TAPERED EDGE STRIP

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NEW 1.5" POLYISOCYANURATE INSULATION

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EXISTING STRUCTURAL CONCRETE DECK

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LEDGE DETAIL EXISTING BELOW GRAVEL STOP CONTRACTOR TO VERIFY EXISTING CONDITION

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NEW BASE SHEET

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NEW 1/8" PER FT. TAPERED POLYISOCYANURATE INSULATION

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NEW 1.5" POLYISOCYANURATE INSULATION

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NEW FULLY ADHERED 60 MIL TPO MEMBRANE

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EXISTING STRUCTURAL CONCRETE DECK

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NEW FULLY ADHERED TPO MEMBRANE FLASHING

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NEW TERMINATION BAR MECHANICALLY FASTENED @ 12" O.C.

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NEW / EXISTING REGLET COUNTER FLASHING

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EXISTING MASONRY WALL

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NEW 2" SEAM PLATE FASTENER

NEW BASE SHEET

637-18-147 Project Plans-AREAS C & D

637-18-147 Project Plans-Cover

637-18-147 Project Plans-Roof Details

File details come from the government source that posted it.