rmt roofing and waterproofing various locations -...

UM CONSULTANT

PROCEDURES AND DESIGN

GUIDELINES: CURRENT EDITION

IBC: 2018

IEBC: 2018

IMC: 2018

IPC: 2018

IFC: 2018

IFGC 2018

NEC: 2017

NFPA 13: 2016

NFPA 14: 2016

NFPA 20: 2016

NFPA 45: 2015

NFPA 72: 2016

NFPA 90A: 2015

NFPA 96: 2017

NFPA 99: 2012

NFPA 101: 2015

NFPA 110: 2016

ASHRAE 90.1: 2016

ASME A17.1: 2005

ADA 2010

UNIVERSITY OF MISSOURI - COLUMBIA SITE MAP

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INDEX OF DRAWINGS

REVISION DESCRIPTION

REVISION DELTA # 1 2 3 4 5 6 7 8 9

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COVER SHEET (THIS SHEET)

Δ

A101 ABNR DEMOLITION PLAN Δ

A102 ABNR RENOVATION PLAN Δ

A201 CHEMISTRY ADDITION DEMOLITION PLAN Δ

A202 CHEMISTRY ADDITION RENOVATION PLAN Δ

A301 TROWBRIDGE DEMOLITION PLAN Δ

A302 TROWBRIDGE RENOVATION PLAN Δ

A401 ABNR DETAILS Δ



A501 CHEMISTRY ADDITION DETAILS Δ



A601 TROWBRIDGE DETAILS Δ

PROJECT NOTES:

1. REFER TO

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.

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.

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 LANDSCAPE SERVICES.

CODES AND

STANDARDS

DATE: PROJECT NO.:THE CURATORS OF THE

UNIVERSITY OF MISSOURI

FOR:

RMT ROOFING AND

WATERPROOFING

CONSULTANTS, INC.

410 SOVEREIGN COURT #18

MANCHESTER, MO 63011

(636)-391-2185

VARIOUS LOCATIONS - REPLACE ROOFS

COLUMBIA, BOONE COUNTY, MISSOURI 65211

ANHEUSER BUSCH NATURAL RESOURCES, CHEMISTRY ADDITION, TROWBRIDGE

MARCH 7, 2019 CP190861

I HEREBY CERTIFY THAT DRAWINGS AND/OR SPECIFICATIONS HAVE

BEEN PREPARED BY ME, OR UNDER MU SUPERVISION. I FURTHER

CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THESE DRAWINGS

AND/OR SPECIFICATIONS ARE AS REQUIRED BY AND IN COMPLIANCE

WITH BUILDING CODES OF THE UNIVERSITY OF MISSOURI.

SIGNATURE:

__________________________________________________________

BASE BID

ALT. #1

STAGING &

PARKING

STAGING

TEMP. STAGING AREAS

ARCHITECTURAL

DRAWINGS AS APPLICABLE, TO DETERMINE EXACT EXTENT OF

DEMOLITION REQUIRED BY THOSE DISCIPLINES TO COORDINATE

WITH NEW CONSTRUCTION.

LEGEND

EXISTING ROOF CONSTRUCTION

CORE 1: STEEL DECK; 2 LAYERS 2” ISO, MECHANICALLY

FASTENED; 1-1.5” ISO 1 - 1/2” PERLITE BOARD - MOPPED

CORE 2: STEEL DECK; 2 LAYERS 2-1/2” ISO, MECHANICALLY

FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED

CORE 3: STEEL DECK; 2 LAYERS 1-2-1/4” ISO, MECHANICALLY


CORE 4: STEEL DECK; 1 LAYER 2” ISO, 1-2” MECHANICALLY


CORE 5: STEEL DECK; 1 LAYER 3.5” ISO, 1 LAYER 1.0” ISO MECHANICALLY

FASTENED; 1/2” PERLITE BOARD - MOPPED


FASTENED; 1- 1/2” PERLITE BOARD - MOPPED















CORE 14: STEEL DECK; 1 LAYER 2” ISO, MECHANICALLY


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CP190861

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A-101

ARTHUR DOERR BOND

Mo.# A-6301

0

REF:SCALE: 1/16" = 1'-0"A2.0

16'8' 32'

1 DEMOLITION ROOF PLAN

DEMOLITION NOTES: ABNR

1. REMOVE INTERIOR SIDE OF PARAPET FASCIA / COPING

2. LEAVE THROUGH WALL SCUPPERS

3. REMOVE LADDER AND ANCHORS - FOR REATTACHMENT

4. REMOVE EXPAND-O-FLASH DETAILS

5. ROOF 2 & 3 - LEAVE SMALL SHEET METAL RECEIVER

6. ROOF 2 - DOOR THRESHOLD

7. ROOF 2 - REMOVE ROOF SIDE FASCIA

8. ROOF 2 - REMOVE EXPANSION JOINT CAP

9. ROOF 2 - SCUPPER INSERT TO REMAIN. METAL DETAIL ABOVE WINDOW TO REMAIN

10. ROOF 2 - RAILING SUPPORT TO REMAIN

11. ROOF 3 - REMOVE FASCIA

12. ROOF 3 - EXISTING METAL SIDING TO REMAIN

13. REMOVE PITCH PANS AROUND ELECTRICAL CONDUIT

14. ALL SCUPPER INSERTS TO REMAIN

15. ROOF 5 - REMOVE SURFACE MOUNTED COUNTERFLASHING

16. ROOF 4 & 6 - REMOVE EXPANSION JOINT CAP

17. ROOF 6 - REMOVE FASCIA CAP

18. ROOF 7 - REMOVE SURFACE MOUNTED COUNTERFLASHING

19. ROOF 7 & 8 - REMOVE COUNTERFLASHING. DO NOT DISTURB RECEIVER DETAIL

UNDER STONE COPING

20. ROOF 7 & 8 - COPPER FASCIA ONLY TO BE REMOVED AND DISCARD. DO NOT

DISTURB ARCHITECTURAL COPPER METAL FASCIA

21. W2 & W3 - REMOVE SURFACE MOUNTED COUNTERFLASHING

22. W2 & W3 - DO NOT REMOVE OR DISTURB COPPER FASCIA DETAIL

23. W8 - REMOVE COPPER FASCIA DETAIL AT PERIMETER AND DISCARD

24. W8 - DO NOT DISTURB RECEIVER METAL DETAIL ABOVE FLASHING

25. W9 - REMOVE WALL EXPANSION JOINT DETAIL

26. W9 - DO NOT DISTURB RECEIVER METAL DETAIL ABOVE FLASHING

27. W9 - REMOVE FASCIA ON PERIMETER

28. W7 - REMOVE WALL EXPANSION JOINT

29. W6 - RECEIVER UNDER COPING TO REMAIN. DO NOT DISTURB

30. W6 - REMOVE ALL EXISTING SEALANT IN COPING JOINTS

31. W1 & W2 - REMOVE SURFACE MOUNTED COUNTERFLASHING

32. W1 & W2 - REMOVE FASCIA PIECE ONLY. LEAVE ARCHITECTURAL METAL DETAIL

33. W2 & W3 - REMOVE EXPANSION JOINT CAP DETAIL

34. W5 - REMOVE SURFACE MOUNTED COUNTERFLASHING

35. W5 - RECEIVER ABOVE FLASHING TO REMAIN

36. W4 - SURFACE MOUNTED COUNTERFLASHING TO BE REMOVED

37. W4 - WALL EXPANSION JOINT TO BE REMOVED

38. W6 - REMOVE FLASHING BELOW RECEIVER METAL

39. W6 - REMOVE EXISTING METAL DETAIL ON WEST RADIUS WALL BELOW COPING

40. W6 - REMOVE ALL SEALANT IN JOINTS BETWEEN COPINGS

LEGEND

0

REF:SCALE: 1/16" = 1'-0"A2.0

16'8' 32'

1 RENOVATION ROOF PLAN

RENOVATION NOTES: ABNR1. PRIME METAL ROOF DECK AND INSTALL SELF ADHERED (SA) VAPOR BARRIER.2. ROOF SECTIONS 1,2,7,8, W1A, W2, W3 & W8 - INSTALL MECHANICALLY FASTEN WITH 1-90 FM

REQUIREMENTS 2” LAYER POLY ISO WITH ¼” PER FOOT TAPERED INSULATION LOW RISE FOAMED TOBASE LAYER INSULATION.

3. ROOF SECTIONS 3,4,5,6,W1,W4,W5,W6,W7,W9,W10,W11 & W12 MECHANICALLY FASTEN WITHFM 1-90 FASTENING PATTERN BASE LAYER OF 2” POLYISOCYANURATE INSULATION FOLLOWED BYAPPLYING LOW RISE FOAM TO ADHERE THE SECOND LAYER OF 2” POLYISOCYANURATE WITHFM 1-90 RIBBON METHOD.

4. WITH LOW RISE FOAM, INSTALL 1/2” HIGH DENSITY COVER BOARD ADHERED WITH FM 1-90 RIBBONMETHOD TO TOP LAYER OF INSULATION.

5. INSTALL SINGLE PLY EPDM ROOF MEMBRANE - FULLY ADHERED TO 1/2" HD POLYISO COVERBOARD6. INSTALL ½” PER FOOT TAPERED POLY ISO CRICKETS PRIOR TO THE INSTALLATION OF COVER BOARD.7. APPLY DOUBLE SIDED BUTYL TAPE BELOW THE INSTALLATION OF TERMINATION BAR AND OR

SURFACE MOUNTED COUNTER FLASHING.8. ROOF SECTION 2 - ELIMINATE THROUGH WALL SCUPPERS. BACK FILL SCUPPERS WITH LOW RISE FOAM

OR SUITABLE MATERIAL, REMOVE METAL FASCIA COMPONENTS AND INSTALL 26 GA. SHEET METALOVER THE SCUPPER OPENING. FLASH TYPICAL.

9. REMOVE PITCH PANS WHEREVER POSSIBLE AND FIELD WRAP IF POSSIBLE. STAINLESS STEEL PITCHPANS AND 2 PART SEALANTS ARE ACCEPTABLE.

10. ROOF SECTIONS W1,W2,W3,W4,W6,W8,W9, 7 & 8 - APPLY SEALANT TO CAULK RECEIVER ON THETOP OF THE COUNTER FLASHING DETAIL TO INTERFACE WITH PRE CAST WALL AND STONE COPING.TOOL SMOOTH.

11. ROOF SECTION W1A - INSTALLATION OF 2” BASE LAYER POLY ISO MECHANICALLY FASTENED TODECK, INSTALL ¼”-12” TAPERED INSULATION WITH LOW RISE FOAMED TO BASE LAYER INSULATION.

12. ROOF SECTION 6 - INSTALLATION OF 2”X6” TREATED WOOD NAILER FASTENED 24 ”O.C. TO THE TOPOF PRE CAST TILT UP CONCRETE WALL PANELS.

13. INSTALLATION OF EPDM FLASHING TO BE INSTALLED UP AND OVER TOP OF PARAPET WALLSTERMINATED INTO WOOD NAILER.

14. INSTALLATION OF 24 GA. CONTINUOUS CLEAT WITH 26 GA. KYNAR COATED COPING ON EXPOSEDPARAPET WALL PANELS.

15. ROOF SECTIONS W4 W6 & W9 - RE-USE COPPER EXPANSION JOINT COVER. RE- WORK ALL CAULKRELATED SEALANTS WITH DOW 790 SEALANT ON FLASHING RELATED DETAILS AND OR MASONRYTRANSITIONS.

16. ROOF SECTIONS 3 & W9 - BASE WITH FLAT STOCK INSULATION FILL BOTTOM FLASHING DETAIL FLUSHWITH WALL PANEL, INSTALL ADHESIVE OVER METAL WALL PANEL/FLAT STOCK INSULATION ANDINSTALL EPDM OVER WALL SURFACE WITH TYPICAL EPDM APPLICATION PROCESS.

17. INSTALL NEW 26 GA. SHEET METAL EXPANSION JOINT DETAILS.18. ROOF SECTIONS 7, 8 & W-8 - INSTALL NEW 16 OZ DRIP EDGE TO MATCH EXISTING REVEAL.19. ROOF SECTION W6 - FLASH TYPICAL.20. INSTALL 4'X8' ½” PLY WOOD AT ALL DOOR EGRESSES AND LADDER ACCESSES.21. INSTALLATION OF NEW WALK PADS AT DOORS AND ALL ROOF TOP EGRESSES.

PROJECT NUMBER

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The P

rofessional A

rchitects seal and

signature affixed to this sheet applies only to

the m

aterial and inform

ation show

n on this

sheet. A

ll draw

ings, instrum

ents, or other

docum

ents not exhibiting this seal shall not

be considered prepared by this architect, and

this architect expressly disclaim

s any and all

responsibility for such plans, draw

ings, or

docum

ents not exhibiting this seal.

This D

ocum

ent is intended to be signed

digitally. If no digital signature is attached to

this file, this m

edia should not be considered

a certified docum

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A-102

ARTHUR DOERR BOND

Mo.# A-6301

1/8" = 1'-0"A2.0

1


CORE 1: 2 LAYERS 2” ISO, MECHANICALLY FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED

CORE 2: 2 LAYERS 2” ISO, 1/2”-12” TAPERED ISO SADDLE MECHANICALLY

FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED - 8” TOTAL THICKNESS

CORE 3: 2 LAYERS 2” ISO, MECHANICALLY FASTENED; 1 - 1/2” PERLITE

BOARD - MECHNICALLY FASTENED

CORE 4: 2 LAYERS 2” ISO, 1/2”-12” TAPERED ISO SADDLE MECHANICALLY

FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED - 8” TOTAL THICKNESS


BOARD - MECHANICALLY FASTENED


BOARD - MECHANICALLY FASTENED

DEMOLITION NOTES - CHEMISTRY ADDITION:

1. DO NOT REMOVE FASCIA ABOVE WINDOWS.

2. REMOVE PRIVACY SCREEN TO REMOVE ROOF. DO NOT REPLACE.

3. CONDUIT TRAY TO BE REMOVED FOR REATTACHMENT AFTER ROOFING WORK

BY CELL PHONE CARRIER

4. EPDM ROOF OVER CLERESTORY TO REMAIN. REMOVE METAL FASCIA.

5. ELECTRICAL CONDUIT AND SENSOR BOX TO BE DISCONNECTED FROM PARAPET

WALL AND REINSTALL OVER NEW COPING.

6. REMOVE EXISTING COUNTERFLASHING ONLY. LEAVE EXISTING SEALANT INTACT.

7. DO NOT REMOVE COMPLETE COPPER FASCIA, ONLY CAP PIECE.

8. REMOVE EXISTING PITCH PANS AND MASTIC, CLEAN TO SHINY METAL.

9. REMOVE EXISTING COPING METAL.

10. CURB COPING METAL - BREAK CORNERS, LIFT METAL.

11. REMOVE WOOD SUPPORTS, CUT LEGS FOR NEW SUPPORTS.

12. REMOVE CONCRETE PAD AT BOTTOM OF STAIRS FROM PLATFORM.

13. REMOVE FLASHING, COUNTERFLASHING, TERM BAR AND SEALANT.

14. REMOVE EXPAND-O-FLASH EXPANSION JOINT COVER.

15. CUT METAL COUNTERFLASHING AT FASTENER LINE

16. DO NOT REMOVE EXISTING METAL COPING.

17. PRIVACY PANELS TO BE REMOVED AND REINSTALLED FOR ROOF

REPLACEMENT.

0

REF:SCALE:

8'4' 16'

PROJECT NUMBER

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#18

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(636)-391-2185

CP190861

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A-201

ARTHUR DOERR BOND

Mo.# A-6301

DEMOLITION ROOF PLAN

1/8" = 1'-0"A2.0

1

0

REF:SCALE:

8'4' 16'

PROJECT NUMBER

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, M

O 63011

(636)-391-2185

CP190861

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A-202

ARTHUR DOERR BOND

Mo.# A-6301

DEMOLITION ROOF PLAN

RENOVATION NOTES CHEMISTRY ADDITION:

1. INSTALL SELF ADHERED VAPOR BARRIER TO PRIMED METAL DECK.

2. INSTALL BASE LAYER OF 2.0” POLYISOCYANURATE- MECHANICALLY ATTACHED TO METAL DECK

WITH A 1-90 FASTENING PATTERN.

3. INSTALL SECOND LAYER OF 2.0” POLYISOCYANURATE TO BASE LAYER

OF 2.0” POLYISOCYANURATE-ADHERED WITH LOW RISE FOAM ADHESIVE.

4. INSTALL ½” HD COVERBOARD TO SECOND LAYER OF 2.0” POLYISOCYANURATE- ADHERED WITH

LOW RISE FOAM ADHESIVE.

5. INSTALL SINGLE PLY EPDM ROOF MEMBRANE-FULLY ADHERED TO ½” HD COVERBOARD.

6. REUSE COPING METAL AT TWO LOCATIONS. INSTALL NEW SLIP FLASHING AFTER PARAPET WALL

IS FLASHED.

7. FIELD FABRICATE STAIR CASE SUPPORT.

8. REINSTALL PRIVACY FENCE THAT WAS REMOVED TO ACCESS SMALL AREA OF THE ROOF ALONG

THE EAST PERIMETER.

9. CUT EXISTING ROOF MEMBRANE EVERY 16”. INSTALL NEW ½” HD COVERBOARD-MECHANICALLY

ATTACHED. INSTALL NEW SINGLE PLY EPDM ROOF MEMBRANE-FULLY ADHERED TO ½” HD

COVERBOARD.

10. NEW SOIL STACK FLASHING.

11. ADD NEW WOOD NAILER TO PARAPET WALLS. INSTALL NEW 26 GA. KYNAR COATED METAL

COPING WITH 24 GA. METAL CLEAT.

12. ADD NEW WOOD NAILER TO PENTHOUSE PARAPET WALLS. INSTALL NEW 26 GA. KYNAR COATED

METAL COPING WITH 24 GA. METAL CLEAT.

13. INSTALL NEW 26 GA. KYNAR COATED SURFACE MOUNT COUNTERFLASHING ALONG ALL WALLS.

14. INSTALL NEW 26 GA. KYNAR COATED SLIP FLASHING AT ALL EXHAUST CURBS AND RTUs.

15. INSTALL NEW EPDM FLASHING MEMBRANE AROUND ALL WIDE FLANGE BEAMS.

16. INSTALL NEW TWO PIECE METAL EXPANSION JOINT ALONG THE ENTIRE NORTHWEST PARAPET

WALL.

17. INSTALL DUCT WORK SUPPORTS. CABLE TRAY TO BE INSTALLED BY CELL PHONE CARRIER.

18. CLERESTORY PLYWOOD WALL WILL NEED TO BE PRIMED WITH CAV-GRIP PRIMER BEFORE EPDM

FLASHING IS INSTALLED.

19. INSTALL 48” SUMP AT ALL DRAIN LOCATIONS. NOTE: DRAIN BOWLS ARE 2 INCHES HIGHER THAN

THE ROOF DECK.

20. OVERFLOW DRAINS DO NOT RECEIVE SUMPS. NOTE: OVERFLOW BOWLS ARE 4 INCHES HIGHER

THAN THE ROOF DECK.

21. NEW COPPER DRIP EDGE TO BE INSTALLED ALONG THE CANOPY PERIMETER ROOF AT TWO

LOCATIONS. NOTE: ROOF IS IDENTIFIED AS SECTION 1B.

22. THE GOOSE NECK HOT STACKS TO RECEIVE NEW 26 GA. METAL SLEEVES WITH NEW UMBRELLAS.

23. INSTALL NEW METAL EXPANSION JOINT AT THE WEST WINDOW TRANSITON ON THE CANOPY

ROOF. THREE COURSE ALL CORNER SEAMS WITH MANUFACTURER'S APPROVED LIQUID

FLASHING.

24. EXISTING PENTHOUSE LADDER TO REMAIN. INSTALL ½” PLYWOOD AT ALL EGRESSES.

LEGEND

0

REF:SCALE: 1/16" = 1'-0"A2.0

16'8' 32'

1 DEMOLITION ROOF PLAN


CORE 1: TECTUM, 2 PLY NAILED BASE WITH HOT, 4 1/2” TAPERED POLY

ISO, 1” POLY ISO HOT, FULLY ADHERED EPDM (5 ½” TOTAL THICKNESS)

CORE 2: TECTUM, 2 PLY NAILED BASE IN HOT, 1” POLY ISO, 2” POLY

ISO, FULLY ADHERED EPDM (3” TOTAL THICKNESS)

CORE 3: CONCRETE, 2 PLY HOT, 1” POLY ISO, 2” POLY ISO, FULLY ADHERED

EPDM (3” TOTAL THICKNESS)

CORE 4: CONCRETE, 2 PLY HOT, 2” TAPERED POLY ISO, FULLY ADHERED

EPDM (2” TOTAL THICKNESS)

CORE 5: CONCRETE, 2 PLY HOT, 2” TAPERED POLY ISO, 1” TAPERED POLY


CORE 6: CONCRETE, 2 PLY HOT, 4” TAPERED POLY ISO, 1 ¾” TAPERED POLY


CORE 7: CONCRETE, 2 PLY HOT, 2” TAPERED POLY ISO, 2” TAPERED POLY

ISO, EPDM FULLY ADHERED (4” TOTAL THICKNESS)

CORE 8: TECTUM, 1 PLY NAILED BASE, 1 PLY HOT, 4 ½” TAPERED POLY

ISO, 1” TAPERED POLY ISO, FULLY ADHERED EPDM (5 ½” TOTAL THICKNESS)

CORE 9: TECTUM, 1 PLY NAILED BASE, 1 PLY HOT, 1 ½” TAPERED POLY


CORE 10: TECTUM, 1 PLY NAILED BASE, 1 PLY HOT, ½” TAPERED POLY

ISO, FULLY ADHERED EPDM (1/2” TOTAL THICKNESS)

DEMOLITION NOTES TROWBIRIDGE:

1. REMOVE EXISTING EPDM ROOF SYSTEM DOWN TO STRUCTURAL

DECK SUBSTRATE.

2. REMOVE VAPOR BARRIER IN ITS ENTIRETY.

3. REMOVE ALL ASSOCIATED SHEET METAL DETAILS.

4. EXISTING ROOF DRAINS TO REMAIN. REMOVE STRAINER AND

CLAMPING RING FOR REINSTALLATION.

5. EXISTING CURB MOUNTED EQUIPMENT TO REMAIN. REMOVE

SURROUNDING FLASHINGS.

6. EXISTING PLUMBING VENTS TO REMAIN. REMOVE ALL ASSOCIATED

FLASHING.

7. EXISTING LADDER TO REMAIN ON WALL.

8. REMOVE FENCE FROM EXTERIOR WALL ON ROOF SECTION 2.

9. DO NOT REMOVE COPPER REGLET ON ROOF SECTIONS 1 & 2, USE

FOR INSTALLATION OF NEW COUNTER FLASHING.

10. COORDINATE ABATEMENT OF TRANSITE SOIL STACK.

PROJECT NUMBER

SHEET

DR

AW

N B

Y:

CH

EC

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D B

Y:

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O 63011

(636)-391-2185

CP190861

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A-301

ARTHUR DOERR BOND

Mo.# A-6301

LEGEND

RENOVATION NOTES - TROWBRIDGE:1. REMOVE BASE SHEET AND NAIL NEW BASE SHEET ON TECTUM ROOF DECK.2. PRIME CONCRETE ROOF DECK AND INSTALL SELF ADHERED (SA) VAPOR BARRIER

TO CONCRETE DECK.3. INSTALL 2” BASE LAYER POLY ISO WITH ¼” PER FOOT TAPERED INSULATION TO

SUBSTRATE.4. WITH LOW RISE FOAM, INSTALL ¼” PER FOOT TAPERED POLY ISO INSULATION

ADHERED WITH FM 1-90 RIBBON METHOD.5. INSTALL SINGLE PLY EPDM ROOF MEMBRANE FULLY ADHERED TO 1

2" HDCOVERBOARD.

6. INSTALL ½” PER FOOT TAPERED POLY ISO CRICKETS PRIOR TO THE INSTALLATIONOF COVER BOARD.

7. LEAVE EXISTING EPDM ON PLYWOOD WALLS AND RE-FLASH WITH NEW EPDM.8. INSTALL EPDM FLASHING UP AND OVER STONE COPING.9. INSTALL 24 GA. CLEAT ON EXTERIOR FACE OF STONE COPING FOR THE

INSTALLATION OF NEW 26 GA. KYNAR COATED COPING.10. RAISE ALL CURB VENTS TO ACHIEVE 8” FLASHING HEIGHT.11. INSTALLATION OF 24 GA. “CONTINUOUS” CLEAT WITH A 26 GA. KYNAR COATED

COPING ANCHORED ON THE INSIDE PORTION OF THE COPING 12” OC.12. INSTALLATION OF TAPERED 4X4 DRAIN SUMPS.13. INSTALLATION OF HIGH PROFILE EXPANSION JOINT WITH FIRE TREATED OR

MARINE GRADE LUMBER AND A SHEET METAL EXPANSION JOINT COVER.14. INSTALLATION OF NEW FLASHING, TERMINATION BAR AND COUNTER FLASHING

BELOW EXISTING COPPER RECEIVER.15. FILL GAP BELOW STONE COPING WITH POLY ISO INSULATION AND FLASH UP

AND OVER STONE COPING.16. INSTALLATION OF SURFACE MOUNTED COUNTER FLASHING DETAIL.17. INSTALLATION OF NEW WALL MOUNTED FENCING AND COPING.18. INSTALLATION OF NEW WALK PADS AT DOORS AND ALL ROOF TOP EGRESSES.19. INSTALL 4'X8' ½” PLY WOOD AT DOOR EGRESSES AND LADDER ACCESSES.20. APPLY DOUBLE SIDED BUTYL TAPE TO ALL SURFACES PRIOR TO THE

INSTALLATION OF TERMINATION BAR OR SURFACE MOUNTED COUNTERFLASHING.

0

REF:SCALE: 1/16" = 1'-0"A203

16'8' 32'

1 RENOVATION ROOF PLAN

PROJECT NUMBER

SHEET

DR

AW

N B

Y:

CH

EC

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ARCHITECT -

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A-302

ARTHUR DOERR BOND

Mo.# A-6301

PROJECT NUMBER

SHEET

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The P

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ARTHUR DOERR BOND

Mo.# A-6301

PROJECT NUMBER

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ARCHITECT -

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(636)-391-2185

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A-402

ARTHUR DOERR BOND

Mo.# A-6301

PROJECT NUMBER

SHEET

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

ARCHITECT -

Th

e P

ro

fe

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(636)-391-2185

CP190861

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A-403

ARTHUR DOERR BOND

Mo.# A-6301

PROJECT NUMBER

SHEET

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

ARCHITECT -

The P

rofessional A

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ation show

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ll draw

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OF14

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A-601

ARTHUR DOERR BOND

Mo.# A-6301

rmt roofing and waterproofing various locations -...

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