SHEET 1 OF 21

Cover Sheet

A1.0

OWNER:

Troy School District 4400 Livernois Troy, MI 48098

PROJECT LOCATION:

See Project List

ROOFING CONSULTANTS:

WeatherTech Consulting Group, Inc.

7747 Auburn Rd.

Utica, MI 48317

CONTACT:

Rob Carson Director of Operations Phone: (248) 823-4067 E-Mail: RCarson@troy.k12.mi.us

CONTACT:

Michelle Kerns Bond Representative Phone: (248) 921-3929 E-Mail: mkerns@troy.k12.mi.us

CONTACT:

Ann Crippen Project Manager Phone: (586) 731-3095 x12 E-Mail: acrippen@wtcg.net

John McCaig, RRO Site Contact

Jack Runkle, AIA Design Review

Troy School District BID No. 2526-11

2026 Roofing Program

Troy School District BID No. 2526-11

2026 Roofing Program

Project Work Schedule

A1.0

A2.0

A2.1

A3.0

A3.1

A4.0

A4.1

A5.0

A6.0

A7.0

A7.1

A8.0

A8.1

A9.0

A9.1

A10.0

A10.1

A11.0

A12.0

A12.1

A12.2

Cover Sheet

Roof Plan, Barnard Elementary School - Roof Area C

Roof Plan, Barnard Elementary School - Roof Area D

Roof Plan, Leonard Elementary School - Roof Area A

Roof plan, Leonard Elementary School - Roof Area E

Roof Plan, Morse Elementary School - Roof Area E

Roof Plan, Morse Elementary School - Roof Area F

Roof Plan, Wass Elementary School - Roof Area C

Restoration Plan, Baker Middle School - Roof Area A, C and D

Restoration Plan, Bemis Elementary School - Roof Area A, B and C

Photo Sheet, Bemis Elementary School - Roof Area A, B and C

Restoration Plan, Hamilton Elementary School - Roof Area A, B, C, D, and E

Photo Sheet, Hamilton Elementary School - Roof Area D and E

Restoration Plan, Larson Middle School - Roof Area A, B, C, D, E, F, G, H and I

Photo Sheet, Larson Middle School - Roof Area E, F, G, H and I

Restoration Plan, Smith Middle School - Roof Area B, C, E, F, G and H

Photo Sheet, Smith Middle School - Roof Area B, C, E, F, G and H

Restoration Plan, Transportation Bldg. - Roof Area A

Detail Sheet

Detail Sheet

Detail Sheet

Barnard Elementary School 3601 Forge Dr, Troy, MI 48083 Leonard Elementary School 4401 Tallman Dr, Troy, MI 48085 Morse Elementary School 475 Cherry Ave, Troy, MI 48083 Wass Elementary School 2340 Willard Dr, Troy, MI 48085 Baker Middle School 1359 Torpey Rd. Troy, MI 48083 Bemis Elementary School 3571 Northfield Pkwy, Troy, MI 48084 Hamilton Elementary School 5625 Northfield Pkwy, Troy, MI 48098 Larson Middle School 2222 E Long Lake Rd, Troy, MI 48085 Smith Middle School 5835 Donaldson Rd, Troy, MI 48085 Transportation Bldg. 120 Hart Ave, Troy, MI 48098

THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE PROPERTYOF

WEATHERTECH CONSULTING GROUP AND PROJECT OWNER,

WHETHER THE PROJECTS FOR WHICH THEY ARE MADE FOR ARE EXECUTED OR NOT. THESE

DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON

OTHER PROJECTS WITHOUT THE WRITTEN CONSENT OF THE WEATHERTECH CONSULTING

GROUP. COPYRIGHT 2023.

DESCRIPTION

COPYRIGHT:

WeatherTech Consulting Group, Inc.

DATE

ISSUE

Drawn By: MD

Checked By: AC, AW, JM

WeatherTech Consulting Group, Inc.

Roofing/Waterproofing Consultants Corporate Office:

7747 Auburn Road Utica, MI 48317

Phone #: 586-731-3095 Fax #: 586-731-6863 Email: weathertech@wtcg.net

Web Site: www.wtcg.net

SHEET TITLE

CLIENT

PROFESSIONAL

PROJECT

File Name:

ELECTRONIC STAMP

TSD 2026 - A1.0 Cover Page

WTProject No: TSD-R102-26

PROJECT SUMMARY

SUMMARY OF WORK: Ref. Section 00 02 00 General: Troy School District (TSD) 2026 Roof Program work for Reroof of four (4) schools and Restoration of six (6) schools or district building. Roofing work includes roof replacement and restoration required to remediate all work identified in the specifications and drawings, inclusive of all Bid Documents requirements.

Schedules: Ref. “PROJECT WORK SCHEDULE” on this Sheet A1.0 - Cover Page.

BID SUMMARY:

1. Instruction to Bidders 000113: Reference the Project Manual, specification 000113 for bid preparation, RFI dates and Pre-Bid Meeting information. Troy Schools Project #: 2526-11

2. Allowances Section 012100: Allowances will be defined on individual school roof plans under

“Allowances”. These allowances will be stated on the bid form.

3. Unit Pricing Section 004322: Unit Pricing for unit work is defined on the Unit Price Bid Form in Section

000301. Unit Pricing bid values are entered by unit price individually on form.

4. Alternates Section 012300: Alternates are individually listed on school roof plans and bids for

Alternates. Alternated bid value are to be entered on Bid Form (Section 000300) as enumerated.

5. TSD reserves the right to issue contracts to multiple contractors.

EXISTING ROOF SYSTEM CONSTRUCTION:

Ref. Roof Plans. All existing roof system constructions were determined by test cuts and observation; conditions may vary. Contractor responsible for confirming all existing roof system constructions and conditions.

NEW ROOF ASSEMBLY SUMMARY: Reference Roof Plans

1. Roof System: Ref. Roof Plan Schedules

a. Roof Membrane: EPDM, 60 mil, unreinforced and fully adhered.

b. Insulation: To meet a R-30 minimum, Min. two layers. Top layer must be adhered: Bottom layer mechanically- attached (unless otherwise stated on individual roof plans)

c. Underlayment: (as required) Modified base sheet, Ref. individual Roof Plans.

d. Deck: Multiple types, Ref. individual Roof Plans.

2. Roof System Performance:

a. Warranty: 20 yr. Materials manufacturer, No Dollar Limit (NDL) materials and installation.

b. Contractor to provide a 5-year contractor guarantee.

c. Wind: FM Global (FMG): FM Standard 4470 Meets - Windstorm Classification FMG 90.

d. Fire: Underwriters Laboratory External Fire Resistance - Class "A".

e. Energy: Michigan Uniform Energy Code: R30 condition dependent

f. Drainage: Drainage Performance Acknowledgement”

RESTORATION: Ref. School Sheet(s), Repair\Restoration Manuals

1. Baker Middle School, Bemis Elementary School, Hamilton Elementary School, Larson Middle School, Smith Middle School and Transportation Bldg. applies to this work.

a. Drawings of each roof area with defect locations marked on plan using 10ft. x 10ft.

b. All defects to be repaired by designated code number for BUR NRCA manual for TSD Restoration work as revised and amended by WeatherTech Consulting Group, Inc. for completion of restoration work:

1) BUR Manual

2) Thermoset Repair Manual

GENERAL SHEET NOTES

1. All work shall be executed in accordance with the appropriate document of the Contract Documents.

2. Any conflicts between specifications and drawings shall be brought to the attention of the Owner and Consultant immediately. In all situations the more restrictive and higher quality shall govern.

3. All dimensions to, of, and in existing building and roof shall be verified in the field by contractor. Field measure existing conditions to verify material quantities and dimensions prior to fabrication on component material.

4. Details shown are typical. Similar details apply to similar conditions unless otherwise indicated.

5. The drawings herein are related to an alteration/ restoration to an existing structure. The specified work was based upon as much observation, destructive testing, etc. as circumstances permitted.

GENERAL CONSTRUCTION DETAIL NOTES

Use the General Construction Details on Sheet A1.0 for detail construction description as applicable when any detail is not specifically called out in Key Notes for the applicable Roof Area and Section. Detail drawings called out in General Construction Details can be found on Sheets A12.0 - A12.2. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

A. Flashing Heights: Perimeters, curbs, penetrations shall be raised as necessary to meet the new insulation heights, tapered edge strip and tapered insulation height to meet typical industry standard of 8

in. base flashing height.

B. Drains Existing: Remove existing drain flashings. Furnish and install ½ inch per foot sloped tapered insulation sump area (8 ft. x 8 ft. minimum) as detailed. Clean and reuse existing drains and accessories, replace all damaged, nonfunctional, incompatible, missing and broken drain components.

Replace all plastic strainers with new cast iron. All replacement bowls, strainers, and clamping rings shall be cast iron. Provide new stainless-steel bolts and washers. All nonmetallic drains strainers shall be replaced with fitted. Ref. Details 1.09, 1.10, 1.11 and 1.12.

C. Tapered Insulation: Furnish and install new tapered insulation, crickets, saddles and kick-backs as designated on roof plan to provide a finished slope of 1/4 in/ ft. slope and a min length to width ratio of 3:1. All equipment w/ curb size greater than 24 in. shall have cricket install on upslope side.

The Contractor shall be responsible for identifying and notifying Consultant and Owner of all existing tapered insulation that is not called out on plans for determination of unit costing. Verify in Pre-bid Conference additional ponded areas identified on the roof and install as noted.

D. Curbs - Movable Equipment: Lift equipment from curbs; run new fully adhered membrane flashing up and over top of curb; install continuous sealing material over top of curb. Reset equipment and mechanically fasten to curb. Coordinate with Owner prior to moving equipment to install new flashings.

Metal equipment flashing and/or counter flashing must extend a minimum of 3 in. past the termination of the base flashing; add metal counter flashing as required. Ref. Details 1.17 and 1.18.

E. Curbs - Non-Movable Equipment: Terminate new fully adhered membrane flashing at unit framing member. Metal equipment flashing and/or counter flashing must extend a minimum of 3 in. past the termination of the base flashing; add metal counter flashing as required. Ref. Detail 2.01.

F. Equipment on Support Curbs - Non-Movable Equipment: Cut corners of metal flashing cap, terminate new adhered membrane flashing to curb nailer. Reposition metal; install new shop fabricated corner metal, riveted and set in sealant. Wire brush and apply rust inhibitive paint to rusted cap metal.

Ref. Detail 3.02.

G. Equipment on Support Curbs - Movable Equipment: Raise or move equipment to furnish and install new metal cap on curb. Ref. Detail 2.18.

H. Round Penetrations: All penetrations shall be cleaned down to surface where any sealant will contact; Install new prefabricated pipe boots or field wrap with membrane. Install draw band, sealants and rain collars as detailed. Ref. Details 2.03 and 2.04.

I. Heat Stacks: Install new metal jacks and collars. Clean surfaces and apply new field wrapped EPDM flashing. Reattach and reseal storm collars with high temperature sealant. Ref. Detail 2.05.

J. Steel Support Posts: Install split pipe boot or field wrap flashing with membrane. Terminate with draw band and sealant. Ref. Detail 2.02.

K. Prefabricated Pipe Chase Cover: Reuse existing pipe cover. Replace any damaged or missing clamping bands or sealants. Ref. Detail 3.01.

L. Gas Line and Conduit Support Blocks: Provide prefabricated pipe supports set on walkpads. Ref.

Details 3.03 and 3.11.

M. Condensate Drain Lines: Reuse, repair or replace all damaged or unusable drain lines. Add additional drain line to extend minimum 4 ft. from equipment or to any drains within 20 ft. Provide manufacturer's approved splash pan/pad/block where condensate drainage water would contact the roof membrane.

N. All utility service lines (gas, water, electric, cable, etc.) shall be raised as necessary to accommodate new insulation height and meet code requirements.

O. Abandoned Curbs and Penetrations: Owner shall mark all equipment to be removed. Remove all equipment and curbs as designated by owner and identified at the prebid conference. Where directed, remove curbs flush to deck surface, install framing and matching decking material. For abandoned curbs to remain in place, install new base flashing and install new 24 gauge sloped metal cap. Provide interior protection when removing any equipment or penetration. All small round abandoned penetrations that have no utility service as confirmed by Owner shall be removed to deck, patched according to deck type.

P. Pitch Pans: Pitch pans can only be used when approved by Consultant. In the event they are to be used, furnish and install new pitch pans, clean all penetrations down to original surface, blocking required at all pitch pans. Ref. Detail 2.09.

Q. Door Threshold: Remove threshold plate and carry flashing up over and set in water block. Before resetting threshold, mechanically attach the termination bar, fasten min. 6 in. o.c. Door Threshold:

Remove and dispose of existing counter flashing. Roof flashing to extend up and under existing threshold plate. Furnish and install new metal counter flashing and sealant.

R. Downspout Outlets: Provide concrete splash blocks set on a walkpad at all roof downspout conductors.

S. Vent Thru Roof Piping: Install PVC pipe extensions to all VTR piping prior to installation of new pipe boot flashing as needed to allow a minimum 8-inch flashing height. Attach screen wire mesh over the top of the pipe. Ref. Detail 2.06, PER CODE.

T. Walk Pads: Provide walk pads at roof access hatches and ladder access locations. Use walk pads approved by the roofing membrane manufacturer.

U. Existing Expansion Joint: Install wood as needed to provide a minimum 8-inch flashing height;

Replace existing batt insulation and liner if needed; Re-install if able or furnish and install new 24-gauge prefinished metal expansion joint cover. Ref. Detail 3.05.

V. Protection and Cleaning of Installed Roof Membrane: The roofing contractor is responsible for protection of installed sections of new roof membrane from staining and discoloration. Strategies for protection of installed membrane may include, but are not limited to, use of roof membranes with manufacturer-applied protective film, full coverage of installed membrane with sealed tarps, sequencing of roof membrane installation in a manner to limit tear-off dust, dirt and debris migration, and limiting traffic on installed membrane. Upon completion of installation, stained membrane shall be cleaned to the satisfaction of the owner and shall maintain the manufacturer-published initial solar reflectance of the product.

Review

OTB

10/14/2025 10/17/2025

Troy School District 4400 Livernois Troy, MI 48098

STATE OF MICHIGAN LARA RECORD LOCATOR

Project Manual

TABLE OF CONTENTS

00 00 00 Cover

00 01 10 TABLE OF CONTENTS

00 01 11 PROJECT DIRECTORY

BID REQUIREMENTS

00 01 12 INVITATION TO BID - TSD

00 01 13 INSTRUCTIONS TO BIDDERS - TSD

00 02 00 SUMMARY OF WORK

00 03 00 BID FORM

00 03 01 UNIT PRICE FORM

00 03 04 PAYMENT BOND

00 03 05 PERFORMANCE BOND

00 04 01 PARTIAL RELEASE OF LIEN

00 04 02 FINAL RELEASE OF LIEN

00 04 11 FAMILIAL DISCLOSURE/ IRAN ECONOMIC SANCTIONS

00 43 22 UNIT PRICING INFORMATION

00 43 36 LIST OF SUBCONTRACTORS

00 73 00 SUPPLEMENTAL CONDITIONS

DIVISION 1 - GENERAL REQUIREMENTS

01 06 00 REGULATORY REQUIREMENTS

01 14 19 USE OF SITE

01 20 03 CHANGES TO WORK

01 21 00 ALLOWANCES

01 23 00 ALTERNATES

01 29 00 PAYMENT PROCEDURES

01 32 00 CONSTRUCTION SCHEDULE

01 32 14 WEB SITE & DOCUMENTS

01 33 00 SUBMITTALS

01 33 26 QUALITY CONTROL

01 35 01 SAFETY

01 42 16 TERMS AND DEFINITIONS

01 50 00 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

01 74 23 FINAL CLEANING

01 77 00 CLOSE OUT

DIVISION 2 - SITE WORK

02 41 19 SELECTIVE DEMOLITION

DIVISION 6 - ROUGH CARPENTRY

06 10 00 ROUGH CARPENTRY

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 22 50 SINGLE PLY ROOF INSULATION

07 54 00 FULLY ADHERED EPDM ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 72 00 ROOF ACCESSORIES

07 90 00 SEALERS

DIVISION 22 - PLUMBING

22 14 26.13 ROOF DRAINS

DRAWINGS - Ref. Sheet A1.0 - Sheet Index

DIRECTORY

PROJECT LIST

SHEET INDEX

SHEET NO. SHEET TILE

'-9

8'

-9

9'7'

22'-3" 16'

7' -6

9'

'-3

8'

-9

33'-3"5'

38'-3"

KEY PLAN

SHEET 2 OF 21

Roof Plan, Barnard Elementary School

Roof Area C

A2.0

Barnard Elementary School Roof Area C

Roof Plan Scale: 3 32" = 1'

Troy School District 4400 Livernois Troy, MI 48098

THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE PROPERTYOF

WEATHERTECH CONSULTING GROUP AND PROJECT OWNER,

WHETHER THE PROJECTS FOR WHICH THEY ARE MADE FOR ARE EXECUTED OR NOT. THESE

DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON

OTHER PROJECTS WITHOUT THE WRITTEN CONSENT OF THE WEATHERTECH CONSULTING

GROUP. COPYRIGHT 2023.

DESCRIPTION

COPYRIGHT:

WeatherTech Consulting Group, Inc.

DATE

ISSUE

Drawn By: MD

Checked By: AC, AW, JM

WeatherTech Consulting Group, Inc.

Roofing/Waterproofing Consultants Corporate Office:

7747 Auburn Road Utica, MI 48317

Phone #: 586-731-3095 Fax #: 586-731-6863 Email: weathertech@wtcg.net

Web Site: www.wtcg.net

SHEET TITLE

CLIENT

PROFESSIONAL

PROJECT

File Name:

ELECTRONIC STAMP

Barnard Elementary School - Troy School District Sheet Notes - Roof Area C

Schedule:

WORK DESCRIPTION - ROOF REPLACEMENT

1. Existing Roof System Construction

All existing roof system constructions were determined by limited test cuts and observation; conditions may vary. Contractor shall be responsible for confirming all existing roof system constructions and conditions.

Core Sample Results

A. Roof Membrane: Gravel BUR with cap and plies with asphalt B. Insulation:

1) Top Layer: Insulation ½” Fiberboard Insulation

2) Base Layer: Approx. 1 ½ -inch polyisocyanurate insulation.

C. Deck: Metal: Slope in deck

2. Roof System Construction Work includes removal and disposal of existing roofing, insulation, flashing systems and all sheet metal flashings down to the surface of the deck, repair deteriorated decking, install new roof insulation, fully adhered EPDM single ply roof membrane including all flashing, new roof related sheet metal, and accessories as detailed in the specifications and drawings. Approx. Roof Area C 5,586 Sq. Ft.;

3. New Roof System: Roof Area C- Ref. Detail 1.01a.

a. Roof Membrane: EPDM, 60 mil, adhered to insulation.

b. Insulation: R30:

1) Top layer shall be set-in low-rise foam adhesive.

2) Bottom layer shall be mechanically attached to metal deck.

c. Tapered Insulation: Roof Drains, see roof plan and details

d. Deck: Metal: Repair as necessary to comply w/ building codes.

e. Interior Ceiling: N/A

f. Building Height: Ground to building edge: 30 ft (Roof Area C); 40 ft (Roof Area D)

4. Warranty:

a. Manufacturer shall provide a 20 year "No-Dollar-Limit" material and installation warranty covering the roof system, flashings and manufacturer's accessories.

b. Roofing installer shall provide a five (5) year Performance Agreement - see Specification

Attachment C.

5. Allowances: $7000.00 shall be added to Base Bid.

6. Asbestos: Ref. to Section 024119 and Appendix 1: Asbestos testing results shall be supplied by TSD selected 3rd party firm and will be incorporated into Appendix 1. Refer to Appendix 1 for asbestos testing results.

General Construction Details: Ref. A1.0 Use the General Construction Details on Sheet A1.0 for detail construction description as applicable when any detail is not specifically called out in Key Notes for the applicable Roof Area and Section. Detail drawings called out in General Construction Details can be found on Sheets A12.0 to A12.2. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

Key Notes:

All detail references in Key Notes are considered typical and applicable to like conditions except as specifically amended on this Sheet. Refer to Sheet A1.0 General Construction Detail Notes for applicable construction detail descriptions and Sheets A5.0 to A5.2 for construction detail drawings. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

1. Perimeter Wood Nailers: Furnish and install new wood nailers on perimeter edges to level wall cap and provide base flashing required heights. Ref. Detail 1.05.

2. Metal Counter Flashing: Install new termination bar and new 24-gauge clear anodized aluminum counter flashings. Ref. Detail 1.14; Photo 4062

3. Walkway Pad: Add new walkway pad at wall ladders and door. Ref. Photo 4083

4. Deck Flutes: All debris shall be removed from deck flutes.

5. Expansion Joint: Replace the expansion joint metal with a similar profile. Ref. Photo 4087

6. Metal Strainers: Replace plastic or missing strainers with new metal strainers. (Zurn) Ref. Photo

7. Roof Drain: Furnish and install roof drain insert. Ref. Photo 4089

8. Deleted Items: Remove deleted item(s) and deck cover openings and roof in. Ref. Photos 4075 and

9. Gas Pipe Blocking: Reuse existing blockings with walkway underlayment. Ref. Photo 4092

10. Lightning Protection: Remove all existing lightning protection. Ref. Photo 4069

11. Drain Sumps: Furnish and install tapered roof sumps (8ft) to assure proper drainage. Ref. Details

1.09 and 1.11

12. Wall Ladder: Furnish and install new wall ladder. (At high wall)

Symbol Legend Symbol

Conduit, Vent Pipe or Other Penetration

W

GAS AD EJ

Slope H

L

Notes Symbol Notes Symbol Notes

Equipment Unit on Curb

Roof Hatch on Curb

Roof Ladder

Screen Support Stanchion

Gas Line

Roof Ridges and Valleys

Roof Drain

Overflow Scupper

Tapered Insulation or Saddles

Insulated Pipe or Heat Stack Penetration

Ductwork or Flanged

Abandoned Equipment Curb

Walkway Pad

Railing or Fancing

Area Divider

Roof Slope

New Roof Drain Scupper

Key Notes

Metal Roof Shingles or Clay Titles

Revision

Elevation Change

Expansion Joint

Pipe or Conduit on Support Block

Satellite Dish

Skylight on Curb

Equip. on Wood Sleeper or Support Curb

Pitch-Pan Pocket

AH S

Barnard Elementary School 3601 Forge Dr.

Troy, MI 48083

Troy School District BID No. 2526-11

2026 Roofing Program

WTProject No: TSD-R102-26

TSD 2026 - A2.0 Barnard Elementary School

Review

OTB

10/14/2025 10/17/2025

Photos

4075 4078

4083 4086

4087 4089

8 11

62'-6"

7'

KEY PLAN

Troy School District 4400 Livernois Troy, MI 48098

THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE PROPERTYOF

WEATHERTECH CONSULTING GROUP AND PROJECT OWNER,

WHETHER THE PROJECTS FOR WHICH THEY ARE MADE FOR ARE EXECUTED OR NOT. THESE

DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON

OTHER PROJECTS WITHOUT THE WRITTEN CONSENT OF THE WEATHERTECH CONSULTING

GROUP. COPYRIGHT 2023.

DESCRIPTION

COPYRIGHT:

WeatherTech Consulting Group, Inc.

DATE

ISSUE

Drawn By: MD

Checked By: AC, AW, JM

WeatherTech Consulting Group, Inc.

Roofing/Waterproofing Consultants Corporate Office:

7747 Auburn Road Utica, MI 48317

Phone #: 586-731-3095 Fax #: 586-731-6863 Email: weathertech@wtcg.net

Web Site: www.wtcg.net

SHEET TITLE

CLIENT

PROFESSIONAL

PROJECT

File Name:

ELECTRONIC STAMP

Barnard Elementary School - Troy School District Sheet Notes - Roof Area D Schedule

WORK DESCRIPTION - ROOF REPLACEMENT

1. EXISTING ROOF SYSTEM CONSTRUCTION

All existing roof system constructions were determined by limited test cuts and observation; conditions may vary. Contractor shall be responsible for confirming all existing roof system constructions and conditions.

Roof Area E Core Sample Results

a. Roof Membrane: Gravel BUR with cap and plies with asphalt

b. Insulation:

1) Top Layer: Insulation ½” Fiberboard Insulation

2) Base Layer: Approx. 1 ½ -inch polyisocyanurate insulation.

c. Deck: Metal: Slope in deck

2. ROOF SYSTEM CONSTRUCTION

Work includes: Removal and disposal of existing roofing, insulation, flashing systems and all sheet metal flashings down to the surface of the deck, repair deteriorated decking, install new roof insulation, fully adhered EPDM single ply roof membrane including all flashing, new roof related sheet metal, and accessories as detailed in the specifications and drawings. Approx. Roof D 8,201 Sq. Ft.

3. New Roof System: Roof Area D - Ref. Detail 1.01b.

a. Roof Membrane: EPDM, 60 mil, adhered to insulation.

b. Insulation: R30:

1) Top layer shall be set-in low-rise foam adhesive.

2) Bottom layer shall be set-in low-rise foam adhesive to vapor barrier.

3) Vapor Barrier shall be installed over metal deck. (Carlisle VapAir Seal MD or equivalent)

c. Tapered Insulation: Roof Drains, see roof plan and details.

d. Deck: Metal B: Repair as necessary to comply w/ building codes.

e. Interior Ceiling: Exposed under deck

f. Building Height: Ground to building edge: 40 ft.

4. Warranty:

a. Manufacturer shall provide a 20 year "No-Dollar-Limit" material and installation warranty covering the roof system, flashings and manufacturer's accessories.

b. Roofing installer shall provide a five (5) year Performance Agreement - see Specification Attachment

C.

5. Allowances: $4,000.00 shall be added to Base Bid.

6. Asbestos: Ref. to Section 024119 and Appendix 1: Asbestos testing results shall be supplied by TSD selected 3rd party firm and will be incorporated into Appendix 1. Refer to Appendix 1 for asbestos testing results. No ACM.

General Construction Details: Ref. A1.0 Use the General Construction Details on Sheet A1.0 for detail construction description as applicable when any detail is not specifically called out in Key Notes for the applicable Roof Area and Section. Detail drawings called out in General Construction Details can be found on Sheets A12.0 to A12.2. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

Key Notes:

All detail references in Key Notes are considered typical and applicable to like conditions except as specifically amended on this Sheet. Refer to Sheet A1.0 General Construction Detail Notes for applicable construction detail descriptions and Sheets A12.0 to A12.2 for construction detail drawings. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

1. Metal Coping: Remove existing metal coping and install new 24 gauge prefinished galvanized metal with continuous face cleat and standing seam joints; color as selected by Owner. Ref. Details 1.04, 1.05, 1.06, 1.07 and 1.08; Photo 4035

2. Lightning Protection: Remove and dispose of existing lighting protection cables and air terminals. Ref.

Photo 4019

3. Saddle & Crickets: Contractor shall provide saddle and crickets where indicated on roof plan and other areas as required by the roofing membrane system manufacturer.

4. Abandoned Curbs: Remove deleted items, fill in the deck and roof over. Ref. Photo 4018

5. Stack Flanges: Reinstall stack flanges down to the deck and roof accordingly. Ref. Detail 2.05; Photo

6. Deck Flutes: All debris shall be removed from deck flutes.

7. Metal Strainers: Replace plastic, incorrect, or missing strainers with new metal strainers. (Zurn) Ref.

Photo 4022

8. Drain Sumps: Furnish and install tapered roof sumps (8ft) to assure proper drainage. Ref. Details 1.09 and 1.11

9. Exterior Corner Vent: Fill-in void, at perimeter, close-off and roof-in. Ref. Photos 4025 and 4026

Symbol Legend Symbol

Conduit, Vent Pipe or Other Penetration

W

GAS AD EJ

Slope H

L

Notes Symbol Notes Symbol Notes

Equipment Unit on Curb

Roof Hatch on Curb

Roof Ladder

Screen Support Stanchion

Gas Line

Roof Ridges and Valleys

Roof Drain

Overflow Scupper

Tapered Insulation or Saddles

Insulated Pipe or Heat Stack Penetration

Ductwork or Flanged

Abandoned Equipment Curb

Walkway Pad

Railing or Fancing

Area Divider

Roof Slope

New Roof Drain Scupper

Key Notes

Metal Roof Shingles or Clay Titles

Revision

Elevation Change

Expansion Joint

Pipe or Conduit on Support Block

Satellite Dish

Skylight on Curb

Equip. on Wood Sleeper or Support Curb

Pitch-Pan Pocket

AH S

Photos

4019 4022

4025 4026

Barnard Elementary School Roof Area D

Roof Plan Scale: 3 32" = 1'

4 4

SHEET 3 OF 21

Roof Plan, Barnard Elementary School

Roof Area D

A2.1

Barnard Elementary School 3601 Forge Dr.

Troy, MI 48083

Troy School District BID No. 2526-11

2026 Roofing Program

WTProject No: TSD-R102-26

TSD 2026 - A2.0 Barnard Elementary School

Review

OTB

10/14/2025 10/17/2025

46'-6" 6' 9'-6"5'-6"

67'

5' 51'-6" 11'

67'-6"

19'

16'-6"

16'-6"

19'

71'

28'-3"

14'-6"

28'-3"

71'

Key Plan

Leonard Elementary School Roof Area A

Roof Plan Scale: 1/8" = 1'

Leonard Elementary School - Troy School District Sheet Notes - Roof Area A

Schedule:

WORK DESCRIPTION - ROOF REPLACEMENT

1. Existing Roof System Construction

All existing roof system constructions were determined by limited test cuts and observation; conditions may vary. Contractor shall be responsible for confirming all existing roof system constructions and conditions.

Sawtooth Roofs Core Sample Results A. Roof Membrane: Granulated Modified Bitumen cap sheet with w/asphalt (white coating) B. Insulation:

1) Top Layer: Insulation ½” Fiberboard Insulation

2) Base Layer: Approx. 1 1/2 -inch Isocyanate insulation; 3/4 “ Perlite Insulation; Base sheet w/asphalt C. Deck: Tectum Deck (slope in deck) Flat Roof Core Sample Results D. Roof Membrane: Gravel Plies w/asphalt E. Insulation:

3) Top Layer: Insulation ½” Fiberboard Insulation

4) Base Layer: Approx. 1 1/2 -inch Isocyanate insulation; Base sheet w/asphalt

F. Deck: Tectum Deck

2. Roof System Construction Work includes removal and disposal of existing roofing, insulation, flashing systems and all sheet metal flashings down to the surface of the deck, repair deteriorated decking, install new roof insulation, fully adhered EPDM single ply roof membrane including all flashing, new roof related sheet metal, and accessories as detailed in the specifications and drawings. Approx. Roof Area A 4,590 Sq. Ft.

3. New Roof System: Roof Area A - Ref. Detail 1.01a.

a. Roof Membrane: “White” EPDM, 60 mil, adhered to insulation; Black EDPM, 60 mil, adhered to insulation in the center flat roof and drain location.

b. Insulation: R30:

1) Top layer shall be set-in low-rise foam adhesive.

2) Bottom layer shall be mechanically attached to metal deck.

c. Tapered Insulation: Roof Drains, see roof plan and details

d. Deck: Tectum: Repair as necessary to comply w/ building codes.

e. Interior Ceiling: N/A

f. Building Height: Ground to building edge: 12 ft

4. Warranty:

a. Manufacturer shall provide a 20 year "No-Dollar-Limit" material and installation warranty covering the roof system, flashings and manufacturer's accessories.

b. Roofing installer shall provide a five (5) year Performance Agreement - see Specification Attachment C.

5. Allowances: $5000.00 shall be added to Base Bid.

6. Asbestos: Ref. to Section 024119 and Appendix 1: Asbestos testing results shall be supplied by TSD selected 3rd party firm and will be incorporated into Appendix 1. Refer to Appendix 1 for asbestos testing results.

General Construction Details: Ref. A1.0 Use the General Construction Details on Sheet A1.0 for detail construction description as applicable when any detail is not specifically called out in Key Notes for the applicable Roof Area and Section. Detail drawings called out in General Construction Details can be found on Sheets A12.0 to A12.2. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

Key Notes:

All detail references in Key Notes are considered typical and applicable to like conditions except as specifically amended on this Sheet. Refer to Sheet A1.0 General Construction Detail Notes for applicable construction detail descriptions and Sheets A12.0 to A12.2 for construction detail drawings. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

1. Metal Counter Flashing: Install new termination bar and new 24-gauge clear anodized aluminum counter flashings. Ref. Detail 1.14; Ref. Photo 3892

2. Fascia: Remove and replace fascia metal and edge metal with s-clips to match existing metal and profile. Ref. Photo 3896

3. Metal Drip Edge: Furnish and install new metal drip edge on East and West perimeters. Ref. Photo

4. Drain Sump: Furnish and install tapered roof sump (6ft) to assure proper drainage. Ref. Details 1.09 and 1.11

Symbol Legend Symbol

Conduit, Vent Pipe or Other Penetration

W

GAS AD EJ

Slope H

L

Notes Symbol Notes Symbol Notes

Equipment Unit on Curb

Roof Hatch on Curb

Roof Ladder

Screen Support Stanchion

Gas Line

Roof Ridges and Valleys

Roof Drain

Overflow Scupper

Tapered Insulation or Saddles

Insulated Pipe or Heat Stack Penetration

Ductwork or Flanged

Abandoned Equipment Curb

Walkway Pad

Railing or Fancing

Area Divider

Roof Slope

New Roof Drain Scupper

Key Notes

Metal Roof Shingles or Clay Titles

Revision

Elevation Change

Expansion Joint

Pipe or Conduit on Support Block

Satellite Dish

Skylight on Curb

Equip. on Wood Sleeper or Support Curb

Pitch-Pan Pocket

AH S

Photos

THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE PROPERTYOF

WEATHERTECH CONSULTING GROUP AND PROJECT OWNER,

WHETHER THE PROJECTS FOR WHICH THEY ARE MADE FOR ARE EXECUTED OR NOT. THESE

DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON

OTHER PROJECTS WITHOUT THE WRITTEN CONSENT OF THE WEATHERTECH CONSULTING

GROUP. COPYRIGHT 2023.

DESCRIPTION

COPYRIGHT:

WeatherTech Consulting Group, Inc.

DATE

ISSUE

Drawn By: MD

Checked By: AC, AW, JM

WeatherTech Consulting Group, Inc.

Roofing/Waterproofing Consultants Corporate Office:

7747 Auburn Road Utica, MI 48317

Phone #: 586-731-3095 Fax #: 586-731-6863 Email: weathertech@wtcg.net

Web Site: www.wtcg.net

SHEET TITLE

CLIENT

PROFESSIONAL

PROJECT

File Name:

ELECTRONIC STAMP

Troy School District 4400 Livernois Troy, MI 48098

Leonard Elementary School 4401 Tallman Dr, Troy, MI 48085

Troy School District BID No. 2526-11

2026 Roofing Program

TSD 2026 - A3.0 Leonard Elementary School

SHEET 4 OF 21

Roof Plan, Leonard Elementary School

Roof Area A

A3.0

WTProject No: TSD-R102-26

Review

OTB

10/14/2025

71'

70'

W

Leonard Elementary School 4401 Tallman Dr, Troy, MI 48085

Troy School District BID No. 2526-11

2026 Roofing Program

TSD 2026 - A3.0 Leonard Elementary School

Key Plan

Leonard Elementary School Roof Area E

Roof Plan Scale: 1/8" = 1'

Leonard Elementary School - Troy School District Sheet Notes - Roof Area E

Schedule:

WORK DESCRIPTION - ROOF REPLACEMENT

1. Existing Roof System Construction All existing roof system constructions were determined by limited test cuts and observation; conditions may vary. Contractor shall be responsible for confirming all existing roof system constructions and conditions.

Core Sample Results

A. Roof Membrane: Gravel BUR with cap and plies with asphalt B. Insulation:

1) Top Layer: Insulation ½” Fiberboard Insulation

2) Base Layer: Approx. 3 -inch polyisocyanurate insulation

C. Deck: Metal: Flat Deck (Slope in deck)

2. Roof System Construction Work includes removal and disposal of existing roofing, insulation, flashing systems and all sheet metal flashings down to the surface of the deck, repair deteriorated decking, install new roof insulation, fully adhered EPDM single ply roof membrane including all flashing, new roof related sheet metal, and accessories as detailed in the specifications and drawings. Approx. Roof Area E 4,590 Sq. Ft.

3. New Roof System: Roof Area E - Ref. Detail 1.01a.

a. Roof Membrane: EPDM, 60 mil, adhered to insulation.

b. Insulation: R30:

1) Top layer shall be set-in low-rise foam adhesive.

2) Bottom layer shall be mechanically attached to metal deck.

c. Tapered Insulation: Roof Drains, see roof plan and details

d. Deck: Metal: Repair as necessary to comply w/ building codes.

e. Interior Ceiling: N/A

f. Building Height: Ground to building edge: 30 ft

4. Warranty:

a. Manufacturer shall provide a 20 year "No-Dollar-Limit" material and installation warranty covering the roof system, flashings and manufacturer's accessories.

b. Roofing installer shall provide a five (5) year Performance Agreement - Spec. Attachment C.

5. Allowances: $2000.00 shall be added to Base Bid.

6. Asbestos: Ref. to Section 024119 and Appendix 1: Asbestos testing results shall be supplied by TSD selected 3rd party firm and will be incorporated into Appendix 1. Refer to Appendix 1 for asbestos testing results.

General Construction Details: Ref. A1.0 Use the General Construction Details on Sheet A1.0 for detail construction description as applicable when any detail is not specifically called out in Key Notes for the applicable Roof Area and Section. Detail drawings called out in General Construction Details can be found on Sheets A12.0 to A12.2. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

Key Notes:

All detail references in Key Notes are considered typical and applicable to like conditions except as specifically amended on this Sheet. Refer to Sheet A1.0 General Construction Detail Notes for applicable construction detail descriptions and Sheets A12.0 to A12.2 for construction detail drawings. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

1. Perimeter Wood Nailers: Furnish and install new wood nailers on perimeter edges to level wall cap and provide base flashing required heights. Ref. Detail 1.05.

2. Walkway Pad: Add new walkway at the ladder entrance. Ref. Photo 3839

3. Deck Flutes: All debris shall be removed from deck flutes.

4. Drain Sumps: Furnish and install tapered roof sumps (8ft) to assure proper drainage. Ref. Details 1.09 and 1.11.

Symbol Legend Symbol

Conduit, Vent Pipe or Other Penetration

W

GAS AD EJ

Slope H

L

Notes Symbol Notes Symbol Notes

Equipment Unit on Curb

Roof Hatch on Curb

Roof Ladder

Screen Support Stanchion

Gas Line

Roof Ridges and Valleys

Roof Drain

Overflow Scupper

Tapered Insulation or Saddles

Insulated Pipe or Heat Stack Penetration

Ductwork or Flanged

Abandoned Equipment Curb

Walkway Pad

Railing or Fancing

Area Divider

Roof Slope

New Roof Drain Scupper

Key Notes

Metal Roof Shingles or Clay Titles

Revision

Elevation Change

Expansion Joint

Pipe or Conduit on Support Block

Satellite Dish

Skylight on Curb

Equip. on Wood Sleeper or Support Curb

Pitch-Pan Pocket

AH S

Photo

THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE PROPERTYOF

WEATHERTECH CONSULTING GROUP AND PROJECT OWNER,

WHETHER THE PROJECTS FOR WHICH THEY ARE MADE FOR ARE EXECUTED OR NOT. THESE

DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON

OTHER PROJECTS WITHOUT THE WRITTEN CONSENT OF THE WEATHERTECH CONSULTING

GROUP. COPYRIGHT 2023.

DESCRIPTION

COPYRIGHT:

WeatherTech Consulting Group, Inc.

DATE

ISSUE

Drawn By: MD

Checked By: AC, AW, JM

WeatherTech Consulting Group, Inc.

Roofing/Waterproofing Consultants Corporate Office:

7747 Auburn Road Utica, MI 48317

Phone #: 586-731-3095 Fax #: 586-731-6863 Email: weathertech@wtcg.net

Web Site: www.wtcg.net

SHEET TITLE

CLIENT

PROFESSIONAL

PROJECT

File Name:

ELECTRONIC STAMP

Troy School District 4400 Livernois Troy, MI 48098

4 4

SHEET 5 OF 21

Roof Plan, Leonard Elementary School

Roof Area E

A3.1

WTProject No: TSD-R102-26

Review

OTB

H

'-9

'-9

'-1

1"

'-6

'-6

0'

-6

3'

-6

0-

4"

'-6

'-6

'-6

'-6

6' -6

'-6

6' -6

'-6

'-6

0'

2'

-6

45'

15'-5" 29'-6" 17'-6" 20'-9" 8'-6" 14' 6'

66'-9"

111'-9"

54'

11'-6" 21' 17'-6" 7'-4" 8'-6" 14' 6'

73'-3"

127'-3"

13'-7"21'-6"

THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE PROPERTYOF

WEATHERTECH CONSULTING GROUP AND PROJECT OWNER,

WHETHER THE PROJECTS FOR WHICH THEY ARE MADE FOR ARE EXECUTED OR NOT. THESE

DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON

OTHER PROJECTS WITHOUT THE WRITTEN CONSENT OF THE WEATHERTECH CONSULTING

GROUP. COPYRIGHT 2023.

DESCRIPTION

COPYRIGHT:

WeatherTech Consulting Group, Inc.

DATE

ISSUE

Drawn By: MD

Checked By: AC, AW, JM

WeatherTech Consulting Group, Inc.

Roofing/Waterproofing Consultants Corporate Office:

7747 Auburn Road Utica, MI 48317

Phone #: 586-731-3095 Fax #: 586-731-6863 Email: weathertech@wtcg.net

Web Site: www.wtcg.net

SHEET TITLE

CLIENT

PROFESSIONAL

PROJECT

File Name:

ELECTRONIC STAMP

SHEET 6 OF 21

Roof Plan Morse Elementary School

Roof Area E

A4.0

WTProject No: TSD-R102-26

TSD 2026 - A4.0 Morse Elementary School

Review

OTB

10/14/2025 10/17/2025

KEY PLAN

Symbol Legend Symbol

Conduit, Vent Pipe or Other Penetration

W

GAS AD EJ

Slope H

L

Notes Symbol Notes Symbol Notes

Equipment Unit on Curb

Roof Hatch on Curb

Roof Ladder

Screen Support Stanchion

Gas Line

Roof Ridges and Valleys

Roof Drain

Overflow Scupper

Tapered Insulation or Saddles

Insulated Pipe or Heat Stack Penetration

Ductwork or Flanged

Abandoned Equipment Curb

Walkway Pad

Railing or Fancing

Area Divider

Roof Slope

New Roof Drain Scupper

Key Notes

Metal Roof Shingles or Clay Titles

Revision

Elevation Change

Expansion Joint

Pipe or Conduit on Support Block

Satellite Dish

Skylight on Curb

Equip. on Wood Sleeper or Support Curb

Pitch-Pan Pocket

AH S

Morse Elementary School Roof Area E Scale: 116" = 1'

Photos

Morse Elementary School 475 Cherry Dr.

Troy, MI 48083

Troy School District BID No. 2526-11

2026 Roofing Program

Troy School District 4400 Livernois Troy, MI 48098

Morse Elementary School - Troy School District Sheet Notes - Roof Area E

Schedule:

WORK DESCRIPTION - ROOF REPLACEMENT

1. Existing Roof System Construction

All existing roof system constructions were determined by limited test cuts and observation; conditions may vary. Contractor shall be responsible for confirming all existing roof system constructions and conditions.

Roof Area E Core Sample Results A. Roof Membrane: BUR B. Insulation:

1) Top Layer: Insulation ½” Fiberboard Insulation

2) Base Layer: Approx. 1 1/2 -inch ISO insulation;

C. Deck: Metal Deck

2. Roof System Construction Work includes removal and disposal of existing roofing, insulation, flashing systems and all sheet metal flashings down to the surface of the deck, repair deteriorated decking, install new roof insulation, fully adhered EPDM single ply roof membrane including all flashing, new roof related sheet metal, and accessories as detailed in the specifications and drawings. Approx. Roof Area E 17,400 Sq. Ft.

3. New Roof System: Roof Area E - Ref. Detail 1.01a.

a. Roof Membrane: EPDM, 60 mil, adhered to insulation.

b. Insulation: R30:

1) Top layer shall be set-in low-rise foam adhesive.

2) Bottom layer shall be mechanically attached to metal deck.

c. Tapered Insulation: Roof Drains, see roof plan and details

d. Deck: Metal: Repair as necessary to comply w/ building codes.

e. Interior Ceiling: N/A

f. Building Height: Ground to building edge: 30ft

4. Warranty:

a. Manufacturer shall provide a 20-year "No-Dollar-Limit" material and installation warranty covering the roof system, flashings and manufacturer's accessories.

b. Roofing installer shall provide a five (5) year Performance Agreement - see Specification Attachment

C.

5. Allowances: $7500.00 shall be added to Base Bid.

6. Asbestos: Ref. to Section 024119 and Appendix 1: Asbestos testing results shall be supplied by TSD selected 3rd party firm and will be incorporated into Appendix 1. Refer to Appendix 1 for asbestos testing results.

General Construction Details: Ref. A1.0 Use the General Construction Details on Sheet A1.0 for detail construction description as applicable when any detail is not specifically called out in Key Notes for the applicable Roof Area and Section. Detail drawings called out in General Construction Details can be found on Sheets A12.0 to A12.2. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

Key Notes:

All detail references in Key Notes are considered typical and applicable to like conditions except as specifically amended on this Sheet. Refer to Sheet A1.0 General Construction Detail Notes for applicable construction detail descriptions and Sheets A12.0 to A12.2 for construction detail drawings. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

1. Perimeter Wood Nailers: Furnish and install new wood nailers on perimeter edges to level wall cap and provide base flashing required heights. Ref. Detail 1.05.

2. Metal Counter Flashing: Install new termination bar and new 24-gauge clear anodized aluminum counter flashings. Ref. Detail 1.14; Ref. Photo 6703

3. Splash Block: Add new walkway pad and splash block below upper roof drainage. (RA E3) Ref.

Photo 6703

4. Deck Flutes: All debris shall be removed from deck flutes.

5. Roof Hatch (E4 only): Furnish and install a new roof hatch with ladder up & safety cage. Ref. Photo

6. Metal Strainers: Replace plastic, broken or missing strainers with new metal strainers. (Zurn) Ref.

Photo 6678

7. Stack Flange: Furnish and install new stack flange and collar. Ref. Photo 6724

8. Walkway Pad: Add new walkway pad at wall ladders and door. Ref. Photos 6725 and 6726

9. Expansion Joint: Furnish and install new two piece metal expansion joint. Ref Photo 6690

10. Tapered Roof Sump: Furnish and install new 8 ft tapered roof sumps Ref Photos 6678, 6707, 6727 and 6740

72'-6"

THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE PROPERTYOF

WEATHERTECH CONSULTING GROUP AND PROJECT OWNER,

WHETHER THE PROJECTS FOR WHICH THEY ARE MADE FOR ARE EXECUTED OR NOT. THESE

DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON

OTHER PROJECTS WITHOUT THE WRITTEN CONSENT OF THE WEATHERTECH CONSULTING

GROUP. COPYRIGHT 2023.

DESCRIPTION

COPYRIGHT:

WeatherTech Consulting Group, Inc.

DATE

ISSUE

Drawn By: MD

Checked By: AC, AW, JM

WeatherTech Consulting Group, Inc.

Roofing/Waterproofing Consultants Corporate Office:

7747 Auburn Road Utica, MI 48317

Phone #: 586-731-3095 Fax #: 586-731-6863 Email: weathertech@wtcg.net

Web Site: www.wtcg.net

SHEET TITLE

CLIENT

PROFESSIONAL

PROJECT

File Name:

ELECTRONIC STAMP

SHEET 7 OF 21

Roof Plan Morse Elementary School

Roof Area F

A4.1

WTProject No: TSD-R102-26

TSD 2026 - A4.0 Morse Elementary School

Review

OTB

10/14/2025 10/17/2025

KEY PLAN

Symbol Legend Symbol

Conduit, Vent Pipe or Other Penetration

W

GAS AD EJ

Slope H

L

Notes Symbol Notes Symbol Notes

Equipment Unit on Curb

Roof Hatch on Curb

Roof Ladder

Screen Support Stanchion

Gas Line

Roof Ridges and Valleys

Roof Drain

Overflow Scupper

Tapered Insulation or Saddles

Insulated Pipe or Heat Stack Penetration

Ductwork or Flanged

Abandoned Equipment Curb

Walkway Pad

Railing or Fancing

Area Divider

Roof Slope

New Roof Drain Scupper

Key Notes

Metal Roof Shingles or Clay Titles

Revision

Elevation Change

Expansion Joint

Pipe or Conduit on Support Block

Satellite Dish

Skylight on Curb

Equip. on Wood Sleeper or Support Curb

Pitch-Pan Pocket

AH S

Morse Elementary School Roof Area F Scale: 18" = 1'

Photos

Morse Elementary School 475 Cherry Dr.

Troy, MI 48083

Troy School District BID No. 2526-11

2026 Roofing Program

Troy School District 4400 Livernois Troy, MI 48098

Morse Elementary School - Troy School District Sheet Notes - Roof Area F

Schedule:

WORK DESCRIPTION - ROOF REPLACEMENT

1. Existing Roof System Construction

All existing roof system constructions were determined by limited test cuts and observation; conditions may vary. Contractor shall be responsible for confirming all existing roof system constructions and conditions.

Roof Area F Core Sample Results A. Roof Membrane: BUR B. Insulation:

1) Top Layer: Insulation ½” Fiberboard Insulation

2) Base Layer: Approx. 1 1/2 -inch ISO insulation; (7-inches at top of saddle)

C. Deck: Metal Deck (slope in deck)

2. Roof System Construction Work includes removal and disposal of existing roofing, insulation, flashing systems and all sheet metal flashings down to the surface of the deck, repair deteriorated decking, install new roof insulation, fully adhered EPDM single ply roof membrane including all flashing, new roof related sheet metal, and accessories as detailed in the specifications and drawings. Approx. Roof Area F 4,200 sq ft

3. New Roof System: Roof Area F - Ref. Detail 1.01a.

a. Roof Membrane: EPDM, 60 mil, adhered to insulation.

b. Insulation: R30:

1) Top layer shall be set-in low-rise foam adhesive.

2) Bottom layer shall be mechanically attached to metal deck.

c. Tapered Insulation: Roof Drains, see roof plan and details

d. Deck: Metal: Repair as necessary to comply w/ building codes.

e. Interior Ceiling: N/A

f. Building Height: Ground to building edge: 30ft

4. Warranty:

a. Manufacturer shall provide a 20 year "No-Dollar-Limit" material and installation warranty covering the roof system, flashings and manufacturer's accessories.

b. Roofing installer shall provide a five (5) year Performance Agreement - see Specification Attachment

C.

5. Allowances: $2000.00 shall be added to Base Bid.

6. Asbestos: Ref. to Section 024119 and Appendix 1: Asbestos testing results shall be supplied by TSD selected 3rd party firm and will be incorporated into Appendix 1. Refer to Appendix 1 for asbestos testing results.

General Construction Details: Ref. A1.0 Use the General Construction Details on Sheet A1.0 for detail construction description as applicable when any detail is not specifically called out in Key Notes for the applicable Roof Area and Section. Detail drawings called out in General Construction Details can be found on Sheets A12.0 to A12.2. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

Key Notes:

All detail references in Key Notes are considered typical and applicable to like conditions except as specifically amended on this Sheet. Refer to Sheet A1.0 General Construction Detail Notes for applicable construction detail descriptions and Sheets A12.0 to A12.2 for construction detail drawings. Contractor shall provide Shop Drawing as necessary for field conditions not directly identified in Contract Documents.

1. Perimeter Wood Nailers: Furnish and install new wood nailers on perimeter edges to level wall cap and provide base flashing required heights. Ref. Detail 1.05

2. Metal Counter Flashing: Install new termination bar and new 24-gauge clear anodized aluminum counter flashings. Ref. Detail 1.14; Photo 6760

3. Scupper Overflow Drain: Remove the existing scupper overflow drain and replace it with new. Ref.

Photo 6758

4. Deck Flutes: All debris shall be removed from deck flutes.

5. Metal Strainers: Replace plastic or missing strainers with new metal strainers. Ref. Photo 6757

6. Tapered Roof Sumps: Furnish and install 8 ft tapered roof sumps on all drains. Ref. Photo 6756

5 5

5 5

6 6

6 6

W

W

'-6

'-5

6'

7' -6

9'

'-6

6'

4'

22' 7' 9'

38'

KEY PLAN

SHEET 8 OF 21

Wass Elementary School Roof Area C

Roof Plan Scale: 3 32" = 1'

Troy School District 4400 Livernois Troy, MI 48098

THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE PROPERTYOF

WEATHERTECH CONSULTING GROUP AND PROJECT OWNER,

WHETHER THE PROJECTS FOR WHICH THEY ARE MADE FOR ARE EXECUTED OR NOT. THESE

DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON

OTHER PROJECTS WITHOUT THE WRITTEN CONSENT OF THE WEATHERTECH CONSULTING

GROUP. COPYRIGHT 2023.

DESCRIPTION

COPYRIGHT:

WeatherTech Consulting Group, Inc.

DATE

ISSUE

Drawn By: MD

Checked By: AC, AW, JM

WeatherTech Consulting Group, Inc.

Roofing/Waterproofing…