SET-UP AREA

SET-UP AREA

UM CONSULTANT

PROCEDURES AND DESIGN

GUIDELINES: CURRENT EDITION

IBC: 2018

IEBC: 2018

IMC: 2018

IPC: 2018

IFC: 2018

IFGC: 2018

NEC: 2011 & 2017*

NFPA 13: 2010 & 2016*

NFPA 14: 2010 & 2016*

NFPA 20: 2016

NFPA 45: 2015

NFPA 72: 2010 & 2016*

NFPA 90A: 2015

NFPA 96: 2017

NFPA 99: 2012

NFPA 101: 2012

NFPA 110: 2016

ASHRAE 90.1: 2016

ASME A17.1S: 2005

ADA: 2010

FGI: 2014

*WHICHEVER IS MOST STRINGENT

UNIVERSITY OF MISSOURI - COLUMBIA SITE MAP

DATE: PROJECT NO.:

CAMPUS FACILITIES

UNIVERSITY OF MISSOURI

Planning, Design,

& Construction

Design Services

THE CURATORS OF THE

UNIVERSITY OF MISSOURI

FOR:

UNIVERSITY OF MISSOURI TEACHING HOSPITAL

COLUMBIA, BOONE COUNTY, MISSOURI 65211

ROOF REPLACEMENT

MARCH 6, 2020 CP200011

CP

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INDEX OF DRAWINGS

REVISION DESCRIPTION

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COVER SHEET (THIS SHEET)

Δ

A101 DEMOLITION ROOF PLAN Δ

A102 RENOVATION ROOF PLAN Δ

A103 DETAILS Δ

A104 DETAILS Δ

A105 DETAILS Δ

A106 DETAILS Δ

A107 DETAILS Δ

S100 COOLING TOWER ROOF PLAN Δ

PROJECT NOTES:

1.

2. ANY OPERATION WHERE HIGH LEVELS OF NOISE ARE EXPECTED ON

THE CONSTRUCTION SITE WILL NEED TO BE COORDINATED AND

APPROVED WITH THE OWNER'S REPRESENTATIVE AT LEAST 48

HOURS PRIOR TO THE WORK BEING INITIATED.

3. AREAS NOT UNDER CONSTRUCTION NEED TO BE MAINTAINED FOR

PUBLIC ACCESS AND CIRCULATION. PROPER SAFETY

PRECAUTIONS TO BE OBSERVED.

4. MAINTAIN AND PROTECT THE EXISTING CONDITIONS IN THE AREA

DURING THE CONSTRUCTION PERIOD UNLESS OTHERWISE NOTED.

5. EVERY DIMENSION THAT IS DIRECTLY OR INDIRECTLY RELATED TO

EXISTING STRUCTURE OR CONSTRUCTION IS TO BE CAREFULLY

MEASURED AND COORDINATED WITH ADJACENT CONDITIONS. ALL

BIDDING AND CONSTRUCTION COSTS ARE TO INCLUDE A CAREFUL

ANALYSIS OF EACH RELATING TRADE. REPORT DISCREPANCIES

WHICH MAY ADVERSELY AFFECT FINISH WORK AND BUILT-IN WORK

TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING OF

CONSTRUCTION.

6. CONTRACTOR SHALL COMPLY WITH ALL DIRECTIVES OF THE

OWNER'S REPRESENTATIVE. IF CONFLICTS BETWEEN DRAWINGS,

SPECIFICATIONS AND REQUIREMENTS OF BUILDING OWNER

AND/OR OPERATORS ARISE, THEY SHALL BE BROUGHT TO THE

ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY.

7. THE CONTRACTOR SHALL CONTAIN ALL CONSTRUCTION ACTIVITY,

INCLUDING STORAGE OF MATERIAL AND EQUIPMENT, WITHIN THE

CONSTRUCTION LIMITS, AT ALL TIMES BEING RESPONSIBLE FOR

AND ABIDING BY RULES AND REGULATIONS OF THE OWNER'S

REPRESENTATIVE.

8. WHERE EXISTING MECHANICAL EQUIPMENT, PIPE, OR SUPPORTS

ARE REMOVED, PATCH AND FINISH THE SURFACE AS REQUIRED TO

MATCH THE EXISTING, UNLESS OTHERWISE NOTED.

PROJECT NOTES: CONTINUED

9. DISCONNECTION OR INTERRUPTION OF ANY MECHANICAL, PLUMBING,

OR ELECTRICAL SYSTEMS MUST BE COORDINATED WITH OWNER'S

REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO WORK BEING

PERFORMED.

10. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF INTERIOR AND

EXTERIOR AREAS DOCUMENTING EXISTING CONDITIONS BEFORE

PROCEEDING WITH WORK. ATTENTION SHALL BE FOCUSED ON ANY

EXISTING DAMAGE. ANY SUBSEQUENT DAMAGE OCCURRING DURING

THE CONSTRUCTION PERIOD SHALL BE REPLACED AT THE

CONTRACTORS EXPENSE.

11. GENERAL CONTRACTOR TO COORDINATE ACCESS, STAGING,

MATERIAL STORAGE AND DAILY LOGISTICS WITH THE OWNER'S

REPRESENTATIVE REGARDING THE ADJACENT MU PROJECTS CP200012

COOLING TOWER SUPPORT STRUCTURE DEMOLITION, CP191241

NORMAL POWER UPGRADE AND CP190401 MPC RENOVATE GRILLE.

12. GENERAL CONTRACTOR TO COORDINATE WORK PLAN AND SCHEDULE

WITH WORK PERFORMED UNDER CP200012 FOR COOLING TOWER

SUPPORT STRUCTURE REMOVAL. THE SCOPE OF WORK WHICH

INCLUDES REMOVAL OF ROOF 'I' TIMBER SUPPORT AND COOLING

TOWER COMPONENT REMOVAL, IS ANTICIPATED TO BE COMPLETED ON

OR BEFORE MAY 15, 2020. HAUL OFF AND DEBRIS CHUTE WILL BE VIA

ROOFS 'G' AND 'E'.

13. BIDDING CONTRACTOR TO PROVIDE DEFERRED SUBMITTAL PREPARED

BY A QUALIFYING INDIVIDUAL FOR THE ANCHOR/FALL PROTECTION

SYSTEM.

14. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH

CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE: REFER TO

DRAWING SHEET NUMBER S100 FOR SPECIAL INSPECTIONS

LANDSCAPE NOTES:

1. VEHICLES ARE TO USE DESIGNATED CONSTRUCTION ENTRANCES AS

INDICATED ON DRAWINGS OR CONSTRUCTION DOCUMENTS. IF NO

CONSTRUCTION ROUTE IS INDICATED VEHICLES ARE RESTRICTED TO

SIDEWALKS OR PAVED AREAS. ALL CONSTRUCTION EQUIPMENT AND

OR VEHICLES SHALL VERIFY THE WEIGHT LIMIT AND RESTRICTION ON

PAVEMENT PRIOR TO CONSTRUCTION AND NOTIFY OWNER'S

REPRESENTATIVE OF THE PLANNED ROUTE.

2. THERE SHALL BE NO VEHICLE MOVEMENT IN ANY LANDSCAPED, SHRUB

OR PERENNIAL AREAS, MULCH BED AND/OR TREE CANOPY DRIP AND

ROOT ZONES, WITHOUT PRIOR NOTIFICATION AND APPROVAL FROM

LANDSCAPE SERVICES. LANDSCAPE SERVICES REQUIRES ONE WEEK

NOTICE PRIOR TO ANY VEHICLE MOVEMENT IN THESE AREAS.

3. WHERE ACCESS TO BUILDING REQUIRES CROSSING TURF, MULCH

AREAS, TREE ROOT SYSTEMS, TREE CANOPY ZONES, OR IRRIGATION

SYSTEMS, THE CONTRACTOR SHALL USE ALTURNAMATS BY DICA OR

APPROVED EQUAL.

4. VEHICLE ACCESS SHALL NOT BREAK OR RUB TREE BRANCHES. OWNER

WILL PRUNE TREE BRANCHES TO PROVIDE CLEARANCE AROUND

BUILDING ENTRANCE. OWNER REQUIRES ONE WEEK'S NOTICE FOR

THIS WORK TO BE DONE.

5. DO NOT COMPACT GRADE WITHIN THE DRIP LINE OF TREES. PROVIDE

APPROVED FENCING TO PREVENT DRIVING OR EQUIPMENT PARKING

WITHIN DRIP LINE OF TREES, PRIOR TO CONSTRUCTION OR WORK IN

THE PROJECT AREA. MU'S CAMPUS STANDARD 6' CHAIN LINK FENCE

AND POSTS SHALL BE USED UNLESS OTHERWISE NOTED AND/OR

APPROVED BY MUHC HOSPITAL LANDSCAPE DIVISION.

CODES AND

STANDARDS

Project Management

Design Services

GENERAL SERVICES BUILDING

900 E. STADIUM BLVD.

COLUMBIA, MO 65211

573-882-6800

Roofing Consultant

Ryan O'Connell

RMT, Inc.

410 Sovereign Ct. #18

Manchester, MO 63011

Structural Engineer

Crocket Engineering

Greg Linneman

1000 W. Nifong Blvd.

Columbia, MO 65203

Owner's Representative

Ross Reinkemeyer

GENERAL SERVICES BUILDING

900 E. STADIUM BLVD.

COLUMBIA, MO 65211

573-882-2581

I HEREBY CERTIFY THESE DRAWINGS AND/OR

SPECIFICATIONS HAVE BEEN PREPARED B Y

ME OR UNDER MY SUPERVISION. I FURTHER

CERTIFY THAT TO THE BEST OF MY

KNOWLEDGE THESE DRAWINGS AND/OR

SPECIFICATIONS ARE AS REQUIRED BY AND IN

COMPLIANCE WITH THE BUILDING CODES OF

THE UNIVERSITY OF MISSOURI

GENERAL CONTRACTOR WILL SHARE

ACCESS/LAYDOWN AREA WITH DEMOLITION

CONTRACTOR FOR CP200011 WHICH IS DESIGNATED ON

THE WESTERN END OF THE LIMITS ILLUSTRATED HERE.

GENERAL CONTRACTOR WILL PROVIDE DAILY

PROTECTION OF THE CRANE TO PREVENT

UNAUTHORIZED ACCESS TO THE EQUIPMENT.

WALKWAY ACCESS TO REMAIN OPEN AT ALL TIMES.

REFER TO ARCHITECTURAL

DRAWINGS AS APPLICABLE, TO DETERMINE EXACT EXTENT OF

DEMOLITION REQUIRED BY THOSE DISCIPLINES TO COORDINATE

WITH NEW CONSTRUCTION.

MEDICAL SCIENCES BUILDING

R.D.

R.D.

R.D. R.D.

S.S.

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A/C

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PROJECT NUMBER

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ARCHITECT -

The P

rofessional A

rchitects seal and

signature affixed to this sheet applies only to

the m

aterial and inform

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sheet. A

ll draw

ings, instrum

ents, or other

docum

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be considered prepared by this architect, and

this architect expressly disclaim

s any and all

responsibility for such plans, draw

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docum

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This D

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digitally. If no digital signature is attached to

this file, this m

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(636)-391-2185

CP200011

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Mo.# A-6301

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EXISTING ROOF CONSTRUCTION

CORE 1: SECTION B: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH GRAVEL

CORE 2: SECTION D: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL

CORE 3: SECTION M: STEEL DECK; 4” FOAM GLASS; 1 LAYER 1” POLYISCYANURATE MECHANICALLY

FASTENED; FULLY ADHERED EPDM

CORE 4: SECTION N: STEEL DECK; 4” FOAM GLASS; 1 LAYER 1” POLYISCYANURATE MECHANICALLY

FASTENED; FULLY ADHERED EPDM

CORE 5: SECTION H: CONCRETE DECK; 1.5” FIBERBOARD; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1.0” ISO; FULLY ADHERED EPDM. SAME CONSTRUCTION FOR K, Q & Y

CORE 6: SECTION S: STEEL DECK; 5/8” GYP BOARD; 2” EPS INSULATION; BALLASTED EPDM

CORE 7: SECTION T: STEEL DECK; 1 LAYER 4” EPS INSULATION; BALLASTED EPDM

CORE 8: SECTION E: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; BALLASTED EPDM

CORE 9: SECTION G; CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; BALLASTED EPDM

CORE 10: SECTION J: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; BALLASTED EPDM

CORE 11: SECTION L: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; BALLASTED EPDM

CORE 12: SECTION O: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; BALLASTED EPDM

CORE 13: SECTION P: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; BALLASTED EPDM

CORE 14: SECTION R: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; BALLASTED EPDM

CORE 15: SECTION Z: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; BALLASTED EPDM

SECTION A, K, O & Y CORE: CONCRETE DECK; LIGHTWEIGHT CONCRETE TAPERED; 3-PLY BUR WITH

GRAVEL; 1 LAYER 1” EPS INSULATION; SMOOTH EPDM

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DEMOLITION ROOF PLAN

DEMO NOTES:1 REMOVE EXISTING ROOF SYSTEMS DOWN TO CONCRETE DECKS. (ALL LIGHTWEIGHT

CONCRETE IS INCLUDED FOR REMOVAL)

2

ON SECTIONS M, N, S AND T, REMOVE EXISTING ROOFS DOWN TO METAL DECKS

3

REMOVE ALL WALL FLASHING MEMBRANE

4 REMOVE ALL CURB AND PROJECTION FLASHING MEMBRANE

5 REMOVE LADDER ANCHORS - REATTACH

6 REMOVE SURFACE MOUNTED COUNTERFLASHING

7 REMOVE LIGHTNING CONDUIT PROTECTION SYSTEM ATTACHED TO STONE COPINGS.

8 REMOVE ELECTRICAL CONDUIT FROM WALLS AND CURBS

9 DETACH WARNING LIGHT FIXTURES FROM STONE COPINGS. TEMPORARY CLEARANCE

10 REMOVE ALL SCUPPER INSERTS, CATCH BOXES TO REMAIN

11 COPPER METAL ON CURBS TO REMAIN

12 REPLACE WOOD BLOCKING WITH NEW COMPOSITE SUPPORTS

13 REMOVE ALL CONCRETE PAVERS

14 REMOVE WALL EXPANSION JOINT METAL FROM SECTIONS B & D, LEAVE EXISTING RECEIVER

IN PLACE

15 REMOVAL OF ALL SOIL STACK LEADS

16 REMOVE ALL ABANDONED CURBS IDENTIFIED

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LEGEND

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DO NOT INITIATE DEMO UNTIL AFTER 4/30/202017

20

A

A

EHS RADIATION SAFETY MUST BE NOTIFIED PRIOR TO THE START OF THE PROJECT SO THAT18

A CONFIRMATORY SURVEY SHALL BE PERFORMED ON THE VENT STACK LABELLED

"SERVES NUCLEAR MEDICINE" ON ROOF SECTION 'R'.

EHS RADIATIONS SAFETY REQUESTS NOTIFICATION OF THE PROJECT START DATE AND 19

DURATION BE SENT TO OWNER'S REPRESENTATIVE TO ENSURE VOLATILE RADIOIODINE

UNIT AHU S2-8 ON ROOF 'Y' WILL BE OUT OF SERVICE BY JULY 31, 2020 AND REMOVAL20

OF UNIT WILL NEED TO BE COORDINATED WITH OWNER'S REPRESENTATIVE

GENERAL NOTES:

1. BUILDING ROOFS SHALL NOT BE USED FOR THE STORAGE OR ACCUMULATION OF

DEMOLITION OR CONSTRUCTION WASTE. ADDITIONAL WEIGHT MIGHT CAUSE

STRUCTURAL FAILURE. DEBRIS, RUBBISH AND OTHER MATERIALS FROM THE

CONSTRUCTION SITE SHALL BE REMOVED ON A DAILY BASIS.

2. CONTRACTOR SHALL USE EXTREME CAUTION TO NOT DAMAGE EXISTING ADJACENT

ROOFING, EQUIPMENT, COPING, OR FLASHING TO REMAIN DURING WORK ON THE

ROOF. PROVIDE ADEQUATE PROTECTION BOARD AS NEEDED TO COVER AREAS UNDER

CONSTRUCTION AND AREAS REQUIRED TO ACCESS PROJECT ROOF AREAS FROM

EXISTING ROOF AREAS.

3. CONTRACTOR IS RESPONSIBLE FOR WATER TIGHTENING OF THE ROOF AREAS AND

ALL RELATED EXTERIOR PENETRATIONS AND AREAS UNDER CONSTRUCTION AT THE

END OF EACH DAY, REGARDLESS OF WEATHER FORECAST. QUANTITY OF ROOF

REMOVAL SHALL NOT EXCEED THE AMOUNT OF ROOF THAT CAN BE ADEQUATELY

DRIED IN BY THE END OF THAT SAME DAY OR PRIOR TO FORECASTED INCLEMENT

WEATHER.

4. CONTRACTOR SHALL MAINTAIN ROOF DRAINS IN FUNCTIONING CONDITION TO ENSURE

ROOF DRAINAGE AT END OF EACH WORKDAY. PREVENT DEBRIS FROM ENTERING OR

BLOCKING ROOF DRAINS. USE ROOF DRAIN PLUGS SPECIFICALLY DESIGNED FOR THIS

PURPOSE. REMOVE ROOF DRAIN PLUGS AT END OF EACH WORKDAY. WHEN NO WORK

IS TAKING PLACE, OR WHEN RAIN IS IN THE FORECAST. PROVIDE ALTERNATE

DRAINAGE METHODS TO REMOVE WATER AND ELIMINATE PONDING AS REQUIRED.

WORK IS SUSPENDED FOR THE DURATION OF THE PROJECT.

LIGHTS WILL NEED TO BE PROVIDED TO INDICATE HIGH POINTS.

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PROJECT NUMBER

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ARCHITECT -

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410 S

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#18

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HE

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, M

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(636)-391-2185

CP200011

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A102

ARTHUR DOERR BOND

Mo.# A-6301

5 6 7

1 2 7 9

1 2 6

3 5 6 7

RENOVATION NOTES:

1. INSTALL ONE PLY OF 154 MIL SMOOTH SBS BASE SHEET TO THE CONCRETE

DECK AS A TEMPORARY ROOF IN AN APPLICATION OF COLD ADHESIVE WITH

HEAT WELDED LAPS.

2. INSTALL A BASE LAYER OF 2.0” POLYISOCYANURATE IN LOW RISE FOAM

ADHESIVE ADHERED TO THE ADHERED BASE PLY MEMBRANE ON THE

CONCRETE DECK AND ALL METAL DECK SECTIONS EXCEPT SECTION AA.

3. ON SECTIONS M, N, S & T, INSTALL ONE LAYER OF

5

8

" GYPSUM BOARD,

MECHANICALLY ATTACHED TO THE METAL DECK. APPLY ONE LAYER OF 120 MIL

SA BASE PLY MEMBRANE OVER THE GYPSUM BOARD. INSTALL ONE LAYER OF

2.0" POLYISO INSULATION, ADHERED WITH LOW RISE FOAM ADHESIVE. INSTALL

AS PER FM 1-90 WIND UPLIFT REQUIREMENTS.

4. INSTALL ¼” PER FOOT TAPERED POLYISO INSULATION ADHERED WITH LOW RISE

FOAM WITH FM 1-90 RIBBON PATTERN TO ALL ROOF SECTIONS WITH THE

EXCEPTION OF ROOF SECTIONS S & T.

5. INSTALL ONE LAYER OF 2.0” POLYISO BOARD INSULATION OVER THE 2” POLYISO

BASE LAYER ON SECTIONS S & T WITH LOW RISE FOAM IN FM 1-90 RIBBON

PATTERNS.

6. INSTALLATION OF ½” GYPSUM COVER BOARDS WITH LOW RISE FOAM ADHESIVE

WITH FM 1-90 RIBBON PATTERN.

7. INSTALL ½” - 12” TAPERED POLYISO CRICKETS BETWEEN DRAINS AND BETWEEN

SCUPPERS AND ENDWALLS PRIOR TO THE INSTALLATION OF COVER BOARD IN

LOW RISE FOAM ADHESIVE.

8. INSTALL 4'X8'X ½” PLYWOOD AT DOOR EGRESSES AND LADDER ACCESSES IN

PLACE OF ½” GYPSUM COVER BOARD INSULATION.

9. INSTALL ONE (1) PLY 154 MIL SBS BASE ROOFING MEMBRANE FULLY ADHERED

TO THE 1/2” GYPSUM COVER BOARD INSULATION WITH COLD APPLIED

MEMBRANE ADHESIVE AND HEAT WELDED LAPS.

10. INSTALL ONE (1) PLY 157 MIL SBS CAP MEMBRANE SYSTEM WITH COLD APPLIED

MEMBRANE ADHESIVE AND HEAT WELDED LAPS.

11. RAISE ALL CURB VENTS, WHERE POSSIBLE, TO ACHIEVE 8” FLASHING HEIGHT.

12. INSTALL TWO PLY FLASHING SYSTEMS ON ALL WALLS, CURBS AND

PROJECTIONS WITH MANUFACTURERS FLASHING MASTIC ADHESIVE AND HEAT

WELDED SEAMS.

13. INSTALLATION OF NEW TERMINATION BAR AT TOP OF ALL FLASHINGS WHERE

NEEDED.

14. INSTALL 22 GA. CLEAT ON EXTERIOR FACE OF STONE COPING FOR THE

INSTALLATION OF NEW 24 GA. KYNAR COATED COPING.

15. INSTALL NEW SURFACE MOUNT COUNTERFLASHING.

16. INSTALL NEW TWO PIECE EXPANSION JOINT METAL ON WALLS OF SECTION B

AND D. EXISTING METAL RECEIVER TO BE REUSED.

17. INSTALLATION OF NEW SLIP FLASHING AT ALL CURBS AND PROJECTIONS.

18. INSTALLATION OF NEW METAL SCUPPER INSERTS. CATCH BOXES TO REMAIN.

19. PAINT GAS LINES YELLOW.

20. INSTALLATION OF NEW WALK PADS AT DOORS AND ALL ROOF TOP EGRESSES.

21. THREE COURSE ALL CORNERS OF FINAL CAP FLASHING WITH LIQUID FLASHING

AND 6” FABRIC MESH.

22. THREE COURSE CAP MEMBRANE WITHIN THE DRAIN SUMP AREA WITH LIQUID

FLASHING AND 6” FABRIC.

23. CONTRACTOR RESPONSIBLE FOR SNAKING OUT ALL DRAINS AT THE END OF

THE PROJECT.

24. INSTALL ALL ELECTRICAL CONDUIT AND GAS SERVICE LINES ON PREFORMED

SUPPORTS.

25. REPLACE ALL RAMPS OVER ELECTRIC AND GAS LINES.

26. CONTRACTOR RESPONSIBLE FOR SECURING SERVICES OF LIGHTNING

ARRESTING SYSTEM SUBCONTRACTOR FOR RE-INSTALLATION AND

CERTIFICATION OF LIGHTNING ARRESTING SYSTEM.

27. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL CHARCOAL

FILTERS OVER ALL IDENTIFIED AIR INTAKE UNITS.

28. RTU ON SECTION Y TO BE REMOVED BY OTHERS. CONTRACTOR REQUIRED TO

PROVIDE INFIL/PROTECTION OVER DECK OPENING.

29. TEMPORARY AVIATION CLEARANCE WARNING LIGHTS REQUIRED TO INDICATE

HIGH POINTS

30. INSTALL NEW DECKING STRUCTURE, STEEL DECKING, ROOF SYSTEM AND

ALLIED COMPONENTS ON SECTION AA.

31. INSTALL NEW ROOF ACCESS HATCH. BILCO 36"X36", TYPE E-20 W/ LADDERUP

AND BIL-GUARD SAFETY RAIL.

32. INSTALL TWO (2) NEW ROOF DRAINS

33. CONTRACTOR IS RESPONSIBLE TO COORDINATE REMOVAL AND RESETTING OF

ROOF MOUNTED COMPONENTS SUCH AS ANTENNAS. CONTRACTOR WILL NOT

BE ABLE TO QUANTIFY THIS REQUIREMENT

34. INSTALL NEW ATTACHED ROOF ACCESS LADDERS.

35. CONTRACTOR TO APPLY PAINTED STRIPED FALL PROTECTION LIMIT LINES ON

ROOF SURFACE.

36. CONTRACTOR TO APPLY THREE COURSE LIQUID FLASHING TO ALL PIPE

PENETRATIONS, COOLING LINES AND THE TOP OF CONCRETE AND/OR COPPER

CURBS.

37. SECTION 'AA': MECHANICALLY ATTACH ONE LAYER OF 2.5" POLYISO TO NEW

METAL DECK. ADHERE LAYER OF

1

8

"-12" TAPERED POLYISO TO BASE LAYER OF

POLYISO. ADHERE LAYER OF

1

2

" GYPSUM BOARD TO POLYISO LAYER. ALL

LAYERS ADHERED WITH LOW RISE FOAM ADHESIVE TO CONFORM WITH FM 1-90

WIND UPLIFT REQUIREMENTS. APPLY TWO PLY SBS MODIFIED BITUMEN ROOF

MEMBRANE SYSTEM AND ALLIED COMPONENTS.

A102

1

RENOVATION ROOF PLAN

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PROJECT NUMBER

SHEET

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ARCHITECT -

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PROJECT NUMBER

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ARCHITECT -

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ll draw

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ROOF FRAMING PLANN

PLATFORM FRAMING PLANN

NOTE:·

FASTENER PATTERN

TYP. METAL DECK CONNECTION

FRAMING DETAIL FRAMING DETAIL

℄

FRAMING DETAIL FRAMING DETAIL

℄

FRAMING DETAIL

FRAMING DETAIL

GENERAL NOTES

ELEVATION DATUM

DESIGN SPECIFICATIONS

COLD-FORMED METAL FRAMING

STEEL ROOF DECK

STRUCTURAL STEEL

℄

S-100

SPECIAL INSPECTIONS