Exhibit Q 10-4-101_Site 40 LLRW_Roof Replacement drawing set_240913.pdf

CONSTRUCTION

TRAFFIC

PROJECT AREA

SITE 40

LOW LEVEL

WASTE HANDLING

BUILDING (840)

BUILDING 840

STORAGE SHED

MESON

CENTRAL

CRYOGENICS

(410)

W. BATAVIA RD

W B

A T A

V

IA

R D

F R

O A

D

MS-3 MESON

SERVICE BUILDING

(406)

SITE 40

LOW LEVEL WASTE HANDLING

BUILDING (840)

AERIAL VIEW SITE PHOTO

PROJECT

NORTH

E S

WW. BATAVIA RD

SITE 40

LOW LEVEL

WASTE HANDLING

BUILDING (840)

BUILDING 840

STORAGE SHED

W. BATAVIA RD

HATCHED AREA REPRESENTS AREAS TO REMAIN CLEAR

AND NOT ALLOWABLE FOR STORAGE OF MATERIALS

R840R01

LOW ROOF

R840R02

HIGH BAY ROOF

DESIGN REQUIREMENTS FOR ROOFING

1. REFERENCE STRUCTURAL DESIGN CODES AND STANDARDS:

A. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.

2. DESIGN LIVE LOADS:

A. ROOFS = 20 PSF MINIMUM

3. COMPONENT AND CLADDING DESIGN WIND PRESSURES

A. DESIGN CODE: IBC 2021 and ASCE 7-16

B. RISK CATEGORY: II

C. BASIC WIND SPEED: 107 MPH

D. EXPOSURE CATEGORY: C

E. COMPONENT AND CLADDING WIND PRESSURES (REFER TO FIGURE FOR ZONES):

ZONE 1 FIELD +11.72 PSF -45.9 PSF

ZONE 2 EDGE +11.72 PSF -60.5 PSF

ZONE 3 CORNER +11.72 PSF -82.5 PSF

ZONE 1 HATCHED (LOWER ROOF) +28.81 PSF -45.9 PSF

ZONE 2 HATCHED (LOWER ROOF) +28.81 PSF -60.5 PSF

POSTIVE AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM

THE SURFACES, RESPECTIVELY.

“a” DIMENSION = 10.9 FT “b” DIMENSION = 20 FT

4.. SEE PERFORMANCE REQUIREMENTS SHEETS G-01 THRU G03

SCALE:

PROJECT NO.

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PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

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COVER SHEET G-00

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09/11/24

VICINITY PLAN

LOW LEVEL WASTE HANDLING BUILDING- SITE 40

Project No. 10-4-101

Sheet List Sheet Number Sheet Name

100-GENERAL

G-00 COVER SHEET

G-01 GENERAL NOTES AND SPECIFICATIONS

G-02 SPECIFICATIONS

G-03 SPECIFICATIONS

G-04 PHOTOS OF EXISTING CONDITIONS

200-ARCHITECTURE

A-01 ROOF PLAN

A-02 EXISTING STRUCTURAL FRAMING HIGH BAY

A-03 EXISTING STRUCTURAL FRAMING LOW ROOF

A-04 EXISTING WALL SECTIONS

A-05 EXISTING EXTERIOR ELEVATIONS

A-06 DETAILS

A-07 DETAILS

SITE AREAS NOT ACCESSIBLE

ROOF REPLACEMENT

REVISIONS

REV. DESCRIPTION DATE

ISSUED FOR FERMILAB DESIGN REVIEW 03/04/2024

ISSUED FOR BID PRICING 09/13/2024

PART 1 - SCOPE

A. FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE SCOPE OF WORK

BELOW AND AS NOTED ON THE DRAWING.

INSTALLATION OF ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED

INSTRUCTIONS AND ALL WORK PERFORMED IN ACCORDANCE WITH OSHA REGULATIONS.

PROVIDE FULL TEAR-OFF DOWN TO METAL DECK INCLUDING ACCESSORIES.

PROVIDE NEW SBS ROOFING SYSTEM 4CID CR-G, INCLUDING NEW INSULATION TO PROVIDE A

COMPLETE WATER-TIGHT RE-ROOFING APPLICATION.

PROVIDE ALL MATERIALS AND DETAILS REQUIRED BY THE ROOFING MANUFACTURER'S PUBLISHED

INSTRUCTIONS WHETHER SPECIFICALLY IDENTIFIED HEREIN OR ON THE DRAWINGS.

1. FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO REMOVE AND DISPOSE OF

EXISTING ROOFING AND INSULATION DOWN TO BARE DECKING. REPLACE WITH NEW SBS

ASPHALT 4CID CR G ROOFING SYSTEM, INCLUDING MISCELLANEOUS ASSOCIATED WORK AS

DESCRIBED IN THE DRAWING SET “10-4-101_SITE 40 LLRW_ROOF REPLACMENT DRAWING SET_

240321.PDF” , DATED MARCH 21, 2024.

PROVIDE ALL ASSOCIATED WORK INCLUDING BUT NOT LIMITED TO RELOCATION AND

REINSTALLATION OF EXISTING ROOF EQUIPMENT, REMOVAL AND REPLACEMENT OF ALL

ROOFING TRIM, FACIA, GRAVEL STOPS, AND COPING, REUSING EXISTING DOWNSPOUTS AND

GUTTERS, SCRAPPING & PAINTING EXPOSED FACIA STEEL BEAM.

2. SEE PROTECTION NOTES FOR REQUIRED PROTECTION OF EXISTING.

3. FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING ANY WORK.

4. SURVEY CONDITIONS IMMEDIATELY BENEATH THE ROOF DECK TO INSURE NEW FASTENERS

PENETRATING THE DECK WILL NOT DAMAGE CONDUIT, PIPING, WIRING, ETC.

5. AFTER REMOVAL OF ALL ROOFING MATERIAL CAREFULLY INSPECT THE UNDERLYING

EXISTING ROOF DECK. NOTIFY FERMILAB CONSTRUCTION COORDINATOR OF ANY AREAS THAT

ARE NOT IN ACCORDANCE WITH ROOFING MANUFACTURER'S REQUIREMENTS.

6. PROVIDE SAFETY BARRICADES AND WARNING SIGNS TO PREVENT ENTRANCE TO WORK

ZONE, STAGING AREAS AND SURROUNDING AREAS.

7. ALL COMPONENTS TO BE INSTALLED IN DRY WEATHER AND SEALED OFF FROM POSSIBLE

INCLEMENT WEATHER AT THE END OF EACH DAY WORKED.

TEMPORARY CLOSURES WILL BE REQUIRED AT THE END OF EACH WORKING DAY INCLUDING

DURING ASBESTOS REMOVAL, TO PREVENT THE FLOW OF WATER BENEATH THE ROOF

SYSTEM DURING INCLEMENT WEATHER.

DAILY ROOFING TEAR OFF WILL BE LIMITED TO THE AMOUNT THAT CAN BE REPLACED IN A

DAY'S WORK.

SUBCONTRACTOR WILL BE LIABLE FOR ALL DAMAGES RESULTING FROM AN IMPROPERLY

INSTALLED NIGHTLY TIE-IN.

8. DAILY CLEAN-UP OF WORK AREA IS REQUIRED. ALL MATERIALS FROM DEMOLITION, EXCEPT

METAL, SCRAPS AND PACKING MATERIALS SHALL BE DISPOSED OF IN SUBCONTRACTOR

PROVIDED CONTAINERS.

ALL MATERIALS SHALL BE REMOVED FROM THE SITE AT THE END OF THE PROJECT.

9. SEE EXHIBIT A, AND TERMS AND CONDITIONS FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

PART 1 - SITE INVESTIGATION AND WORK CONDITIONS AFFECTING WORK; CONTRACT

DOCUMENTS

A. THE SUBCONTRACTOR ACKNOWLEDGES THAT IT HAS TAKEN STEPS

REASONABLY NECESSARY TO ASCERTAIN THE NATURE AND LOCATION OF THE

WORK AND THAT IT HAS INVESTIGATED AND SATISFIED ITSELF AS TO THE GENERAL

AND LOCAL CONDITIONS WHICH CAN AFFECT THE WORK OR ITS COST, INCLUDING

BUT NOT LIMITED TO:

1. CONDITIONS BEARING UPON TRANSPORTATION, DISPOSAL, HANDLING, AND

STORAGE OF MATERIALS;

2. THE AVAILABILITY OF LABOR, WATER ELECTRIC POWER, AND ROADS;

3. UNCERTAINTIES OF WEATHER OR SIMILAR PHYSICAL CONDITIONS AT THE SITE;

4. THE CONFORMATION AND CONDITIONS OF THE GROUND; AND THE CHARACTER

OF EQUIPMENT AND FACILITIES NEEDED PRELIMINARY TO AND DURING

WORKED PERFORMANCE.

5. THE SUBCONTRACTOR ALSO ACKNOWLEDGES THAT IT HAS SATISFIED ITSELF

AS TO THE CHARACTER, QUALITY, AND QUANTITY OF SURFACE AND

SUBSURFACE MATERIALS OR OBSTACLES TO BE ENCOUNTERED INSOFAR AS

THIS INFORMATION IS REASONABLY ASCERTAINABLE OR INFERABLE FROM AN

INSPECTION OR EXPLORATION OF THE SITE, FROM EXPLORATORY WORK DONE

AND DISCLOSED BY FERMILAB OR ANY OTHER PERSON, FROM THE DRAWINGS

AND SPECIFICATIONS MADE A PART OF THE SUBCONTRACT OR FROM ANY

COMBINATION THEREOF.

ANY FAILURE BY THE SUBCONTRACTOR TO TAKE THE ACTIONS DESCRIBED AND

ACKNOWLEDGED IN THIS PARAGRAPH WILL NOT RELIEVE THE

SUBCONTRACTOR FROM RESPONSIBILITY FOR ESTIMATING PROPERLY THE

DIFFICULTY AND COST OF SUCCESSFULLY PERFORMING THE WORK OR FOR

PROCEEDING TO SUCCESSFULLY PERFORM THE WORK WITHOUT ADDITIONAL

EXPENSE TO FERMILAB.

PART 2 - PROTECTION

A. EXISTING FACILITIES: PROTECT ADJACENT WALKWAYS, ENTRIES, LANDSCAPING

AND OTHER BUILDING FACILITIES DURING DEMOLITION OPERATIONS. MAINTAIN EXITS

FROM EXISTING STRUCTURES.

B. EXISTING UTILITIES: MAINTAIN UTILITY SERVICES AND PROTECT FROM DAMAGE

DURING DEMOLITION OPERATIONS.

C. TEMPORARY PROTECTION: ERECT TEMPORARY PROTECTION, SUCH AS WALKS,

FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS.

1. PROTECT STRUCTURES AND FACILITIES FROM DAMAGE DUE TO DEMOLITION

ACTIVITIES.

2. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING

TO REMAIN.

3. ERECT A PLAINLY VISIBLE FENCE AROUND DRIP LINE OF INDIVIDUAL TREES OR

AROUND PERIMETER DRIP LINE OF GROUPS OF TREES TO REMAIN.

4. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO

PREVENT PUBLIC ACCESS INTO WORK AREA AND INJURY TO PEOPLE AND DAMAGE

TO ADJACENT STRUCTURES AND FACILITIES.

5. PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND

DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS OF ADJACENT

STRUCTURES. PROTECT EXITS WITH COVERED WALKWAY TO PUBLIC WAY.

6. PROTECT WALLS, WINDOWS, ROOFS, AND OTHER ADJACENT EXTERIOR

CONSTRUCTION THAT ARE TO REMAIN AND THAT ARE EXPOSED TO DEMOLITION

OPERATIONS.

7. ERECT AND MAINTAIN TEMPORARY ENCLOSURES TO PREVENT FUMES, DUST,

NOISE, AND DIRT MIGRATION INTO BUILDINGS.

D. RESTORE ALL PLANTING AREAS UPON COMPLETION OF WORK AND REMOVAL OF

EQUIPMENT.

PART 1 - WARRANTY REQUIREMENTS:

NOTE: FINAL PAYMENT WILL NOT BE ISSUED WITHOUT RECEIPT OF WARRANTY

A. THE SUBCONTRACTOR SHALL BE AN “APPROVED APPLICATOR” AS RECOGNIZED BY THE ROOFING

MANUFACTURER.

B. SUBCONTRACTOR SHALL INSTALL THE ROOFING SYSTEM IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED DETAILS, SPECIFICATIONS, AND RECOMMENDATIONS TO COMPLY WITH THE WARRANTY

REQUIREMENTS.

C. MANUFACTURER’S NOTICE OF APPROVAL: CONTRACTOR TO PROVIDE A NOTICE OF APPROVAL SIGNED BY THE ROOFING MANUFACTURER STATING THAT THE PROPOSED ROOFING SYSTEM HAS BEEN REVIEWED AND COMPLIES WITH SPECIFIED WARRANTY REQUIREMENTS. DOCUMENT MUST BE SUBMITTED TO OWNER PRIOR TO BEGINNING

WORK.

D. A PRECONSTRUCTION MEETING PRIOR TO THE START OF CONSTRUCTION IS REQUIRED AND SHALL INCLUDE THE

MANUFACTURER’S REPRESENTATIVE.

E. UPON COMPLETION AND INSPECTION BY THE ROOFING MANUFACTURER’S REPRESENTATIVE, SUBCONTRACTOR SHALL ISSUE A TWENTY (20) YEAR TOTAL SYSTEM LABOR AND MATERIAL WARRANTY WITHOUT MONETARY LIMITATION COVERING ALL DEFECTS IN MATERIAL AND WORKMANSHIP FOR THE TERM OF THE WARRANTY.

THE FOLLOWING INFORMATION SHALL BE PROVIDED BY THE SUBCONTRACTOR AND INCLUDED ON EACH ROOFING

WARRANTY:

PROVIDE ONE (1) ELECTRONIC VERSION (PDF) OF EACH WARRANTY. DO NOT GROUP WARRANTIES.

SUBMIT EXECUTED WARRANTY TO STEVEN SHIRLEY shirley@fnal.gov (630)840-3007

GENERAL NOTES

SCALE:

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09/11/24

840REVISIONS

REV. DESCRIPTION DATE

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Hybrid built-up (three plies) and SBS-modified bituminous membrane roofing.

B. Cover board.

C. Roof insulation.

D. Fascia and Coping

1.2 REFERENCES

A. Roofing Terminology: Refer to the following publications for definitions of roofing work related terms in this Section:

1. ASTM D 1079 “Standard Terminology Relating to Roofing and Waterproofing.”

2. Glossary of NRCA’s “The NRCA Roofing and Waterproofing Manual.”

3. Roof Consultants Institute “Glossary of Building Envelope Terms.”

B. Sheet Metal Terminology and Techniques: SMACNA “Architectural Sheet Metal Manual.”

C. Hot Roofing Asphalt: Roofing asphalt heated to temperature recommended by roofing manufacturer to flux modified roofing membrane, measured at the mop cart or mechanical spreader immediately before application.

1.3 DESIGN CRITERIA

A. General: Installed roofing membrane system shall remain watertight; and resist specified wind uplift pressures, thermally induced movement, and exposure to weather without failure.

B. Material Compatibility: Roofing materials shall be compatible with one another under conditions of service and application required, as demonstrated by roofing system manufacturer based on testing and field experience.

C. Installer shall comply with current code requirements based on authority having jurisdiction.

D. Wind Uplift Performance: Roofing system shall be identical to systems that have been successfully tested by a qualified testing and inspecting agency to resist wind uplift pressure calculated in accordance with ASCE 7.

E. Fire-Test-Response Characteristics: Provide roofing materials with the fire-test-response characteristics indicated as determined by testing identical products per test method below by UL, FMG, or another testing and inspecting agency acceptable to authorities having jurisdiction. Materials shall be identified with appropriate markings of applicable testing and inspecting agency.

1. Exterior Fire-Test Exposure: Class A; ASTM E 108, for application and roof slopes indicated.

1.4 SUBMITTALS

A. Product Data: Manufacturer’s data sheets for each product to be provided.

B. Detail Drawings: Provide roofing system plans, elevations, sections, details, and details of attachment to other Work, including:

1. Base flashings and membrane terminations.

2. Tapered insulation, including slopes.

3. Crickets, saddles, and tapered edge strips, including slopes.

4. Insulation fastening and adhesive patterns.

C. Scupper and Downspout details and fastening method. Verification Samples: Provide for each product specified.

D. Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install roofing system.

E. Maintenance Data: Refer to Johns Manville’s latest published documents on www.JM.com.

F. Guarantees: Provide manufacturer’s current guarantee specimen (sample).

G. JM Assembly Letter: Prior to roofing system installation, roofing sub-contractor shall provide a copy of the Guarantee Application Confirmation document issued by Johns Manville Roofing Systems indicating that the project has been reviewed for eligibility to receive the specified guarantee and registered.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: Qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive the specified manufacturer's guarantee.

B. Manufacturer Qualifications: Qualified manufacturer that has UL listing for roofing system identical to that used for this Project.

C. Testing Agency Qualifications: An independent testing agency with the experience and capability to conduct the testing indicated, as documented according to ASTM E 329.

D. Test Reports:

1. Roof drain and leader test or submit plumber’s verification.

E. Source Limitations: Obtain all components from the single source roofing manufacturer guaranteeing the roofing system. All products used in the system shall be labeled by the single source roofing manufacturer issuing the guarantee.

F. Provide evidence of CERTA training for any installer of torch-applied modified bitumen membrane. Copies of certifications are required prior to award and shall be maintained on the jobsite for inspection at any time.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver roofing materials in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storage.

B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer.

C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation.

D. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck.

1.7 PROJECT CONDITIONS

A. Weather Limitations: Proceed with installation only when current and forecasted weather conditions permit roofing system to be installed in accordance with manufacturer's written instructions and guarantee requirements.

1.8 GUARANTEE

A. Provide manufacturer's system guarantee equal to Johns Manville's Peak Advantage No Dollar Limit Roofing System

Guarantee.

1. Single-source special guarantee includes roofing plies, base flashings, liquid applied flashing, roofing membrane accessories, granule surfaced roofing membrane, roof insulation, fasteners, cover board, substrate board, vapor retarder, walkway products, manufacturer’s expansion joints, manufacturer’s edge metal products, and other single-source components of roofing system marketed by the manufacturer.

2. Guarantee Period: 20 years from date of Substantial Completion.

3. See drawings for further warranty requirements.

B. Installer’s Guarantee: Submit roofing Installer's guarantee, signed by Installer, covering Work of this Section, including all components of roofing system, for the following guarantee period:

1. Guarantee Period: Two years from date of Substantial Completion.

C. Existing Guarantees: Guarantees on existing building elements should not be affected by scope of work.

1. Installer is responsible for coordinating with building owner’s representative to verify compliance.

PART 2 - PRODUCTS

2.1 ROOFING MEMBRANE FELTS AND CAP-SHEET MATERIALS

A. Glass-Fiber Felts: ASTM D 2178, Type VI, asphalt-impregnated, glass-fiber felt.

Basis of design: GlasPly Premier B. Torch Applied Roofing Membrane Cap Sheet: ASTM D 6162, Grade G, Type I, composite polyester- and glass-fiber-reinforced, SBS-modified asphalt sheet; granular surfaced; suitable for application method specified.

Basis of design: DynaKap FR T1 HW CR G C. Hot Applied Roofing Membrane Cap Sheet: ASTM D 6162, Grade G, Type I, composite polyester- and glass-fiber-reinforced, SBS-modified asphalt sheet; granular surfaced; suitable for application method specified.

Basis of design: DynaKap FR T1 CR G

2.2 FLASHING SHEET MATERIALS

A. Backer Sheet: ASTM D 2178, Type VI, asphalt-impregnated, glass-fiber felt.

Basis of design: Perma Ply 28 B. Flashing Sheet: ASTM D 6221, Grade G, Type I, composite polyester- and glass-fiber-reinforced, SBS-modified asphalt sheet; granular surfaced; suitable for application method specified.

Basis of design: DynaKap FR T1 HW CR G A. Liquid Applied Flashing: A liquid and fabric reinforced flashing system created with a stitch bonded polyester scrim and a two-component, moisture cured, elastomeric, liquid applied flashing material, consisting of an asphalt extended urethane base material and an activator.

Basis of design: PermaFlash System

2.3 AUXILIARY ROOFING MATERIALS

A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with built-up roofing.

B. Roofing Asphalt: ASTM D 312-15, Type IV.

C. Asphalt Primer: ASTM D 41. Basis of design: Asphalt Primer D. Cold-Applied Flashing Adhesive: Roofing system manufacturer's asphalt-based, one-part, asphalt-based, trowel-grade mastic, cold-applied adhesive specially formulated for compatibility and use with flashing applications.

Basis of design: MBR Utility Cement E. Mastic Sealant: As required by Johns Manville.

F. Fasteners: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance provisions in FMG 4470, designed for fastening roofing membrane components to substrate, tested by manufacturer for required pullout strength, and provided by the roofing system manufacturer.

Basis of design: UltraFast Fasteners and Plates A. Coating: Acrylic elastomeric coating with unique bleed-blocking properties particularly well suited for coating over asphalt surfaces.

Basis of design: JM CR Seam Coating

H. Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing system manufacturer.

2.4 WALKWAYS

A. Walkway Pads: Mineral-granule-surfaced, reinforced modified asphalt composition, slip-resisting pads, manufactured as a traffic pad for foot traffic provided by roofing system manufacturer, with a pad size of 32-inch x 32-inch.

Basis of design: DynaTred Walkway

2.5 COVER BOARD

A. Perlite Board: ASTM C 728, Type 2; composed of expanded perlite, cellulosic fibers, binders and waterproofing agents with top surface seal coated.

Basis of design: 1/2" DuraBoard

2.6 ROOF INSULATION

A. General: Provide preformed roof insulation boards that comply with requirements and referenced standards, selected from manufacturer's standard sizes and of thicknesses indicated.

B. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2 (20 psi), Basis of design: ENRGY 3 C. Provide insulation package with minimum R Value: minimum required by applicable code.

D. Provide insulation package in multiple layers.

E. Minimum Long-Term Thermal Resistance (LTTR): 5.7 per inch.

F. Determined in accordance with CAN/ULC S770 at 75ºF (24ºC)

2.7TAPERED INSULATION

A. Tapered Insulation: ASTM C 1289, Type II, Class 1, Grade 2 (20 psi), provide factory-tapered insulation boards fabricated to slope of 1/4 inch per 12 inches (1:48), unless otherwise indicated.

Basis of design: Tapered ENRGY 3

PART 2 – PRODUCTS (Continued)

2.8 INSULATION ACCESSORIES

A. General: Roof insulation accessories recommended by insulation manufacturer for intended use and compatible with membrane roofing.

B. Provide factory preformed saddles, crickets, tapered edge strips, and other insulation shapes where necessary for sloping to drain. Fabricate to slopes indicated. Basis of design: DiamondBack Pre-Cut Crickets, DiamondBack Pre-Cut Miters, or Tapered Fesco Edge Strip

C. Fasteners: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance provisions in FMG 4470, designed for fastening roof insulation to substrate, and furnished by roofing system manufacturer.

Basis of design: UltraFast Fasteners and Plates

D. Urethane Adhesive: Manufacturer’s two component polyurethane adhesive formulated to adhere insulation to substrate. Basis of design: JM Two-Part Urethane Insulation Adhesive (UIA)

E. Insulation Cant Strips: ASTM C 728, perlite insulation board. Basis of design: FesCant Plus F. Wood Nailer Strips: Comply with requirements in Division 06 Section "Miscellaneous Rough Carpentry."

2.9 EDGE METAL COMPONENTS

A. Expansion Joints: Provide factory fabricated weatherproof, exterior covers for expansion joint openings consisting of flexible rubber membrane, supported by a closed cell foam to form flexible bellows, with two metal flanges, adhesively and mechanically combined to the bellows by a bifurcation process. Provide product from single-source roofing system supplier that is included in the No Dollar Limit guarantee. Basis of design: Expand-O-Flash

B. Coping System: Manufacturer’s factory fabricated coping consisting of a base piece and a snap-on cap. Provide product from single-source roofing system supplier that is included in the No Dollar Limit guarantee. Basis of design: Presto-Lock Coping

C. Fascia System: Manufacturer’s factory fabricated fascia consisting of a base piece and a snap-on cover. Provide product from single-source roofing system supplier that is included in the No Dollar Limit guarantee. Basis of design: Presto-Tite Fascia

2.10 ROOF TIE-OFF SYSTEM

A. Non-penetrating Anchor system

1. BOD: Weightanka Non-Penetrating Anchor System as manufactured by Key Safety.

2. Designed to be used by 1 person (in either fall arrest or restraint) or 2 people both in fall restraint).

3. ANSI ASSE Z 359.1 Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components compliant.

4. Industrial strength components to allow permanent roof placement.

5. Capable of disassembly with no component weighing greater than 55 pounds. Assembly/disassembly shall not require welding, bending or threading.

B. Ballasted roof edge system

1. BOD: Switch-Rail Counterweight System

2. No penetration permitted.

3. 2018 IBC, OSHA Standard 29CFR compliant.

4. Provides a fall protection barrier against a 200-pound specified load applied 42” above the walking surface in any direction that results from a worker within the work zone making contact.

5. Paint system black.

C. Refer to Specification Section 11 24 00 – Suspended Maintenance and Fall Protection Equipment.

2.11 WOOD BLOCKING

A. Pressure treated with salt preservative and fire-retardant treated wood is required.

a. 2” x 6“nominal minimum dimension, B. Height as required to accommodate maximum height of insulation and maintain consistent building profile.

C. Fasteners in accordance with Factory Mutual Loss Prevention Data Bulletin 1-49 (Perimeter Flashing).

PART 3 – EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions for compliance with the requirements affecting performance of roofing system.

1. General:

a. Verify that roof openings and penetrations are in place and set and braced and that roof drains are securely clamped in place.

b. Verify that wood cants, blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation.

2. Ensure general rigidity and proper slope for drainage.

3. Verify that deck is securely fastened with no projecting fasteners and with no adjacent units more than 1/16 inch (1.6 mm) out of plane relative to adjoining deck.

B. Unacceptable panels should be brought to the attention of the Fermilab Construction Coordinator.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean and remove from substrate sharp projections, dust, debris, moisture, and other substances detrimental to roofing installation in accordance with roofing system manufacturer's written instructions.

B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction.

C. If applicable, prime surface of deck with asphalt primer at a rate recommended by roofing manufacturer and allow primer to dry.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

SECTION 075216- STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING

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JAD

JAD

Checker

Approver

03/21/24

09/11/24

840REVISIONS

REV. DESCRIPTION DATE

SECTION 075216- STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING (continued):

PART 3 – EXECUTION (Continued)

3.3 RE-ROOF PREPARATION

A. Remove all roofing membrane, surfacing, coverboards, insulation, fasteners, asphalt, pitch, adhesives, etc.

1. Remove an area no larger than can be re-roofed in one day.

B. Tear out all base flashings, counterflashing, pitch pans, pipe flashings, vents and like components necessary for application of new membrane.

C. Remove abandoned equipment curbs, skylights, smoke hatches, and penetrations.

1. Install decking to match existing as directed by Owner's Representative.

D. Raise (disconnect by licensed craftsmen, if necessary) all HVAC units and other equipment supported by curbs to conform with the following:

1. Modify curbs as required to provide a minimum 8" base flashing height measured from the surface of the new membrane to the top of the flashing membrane.

2. Secure of flashing and install new metal counterflashing prior to re-installation of unit.

3. Perimeter nailers shall be elevated to match elevation of new roof insulation.

E. Immediately remove all debris from roof surface. Demolished roof system may not be stored on the roof surface.

F. Proceed with installation only after unsatisfactory conditions have been corrected.

3.4 INSULATION INSTALLATION

A. Coordinate installation of roof system components so insulation and cover board are not exposed to precipitation or left exposed at the end of the workday.

B. Comply with roofing system manufacturer's written instructions for installation of roof insulation and cover board.

C. Install tapered insulation under area of roofing to conform to slopes indicated elsewhere in this specification.

1. When slopes are not shown, provide tapered insulation to provide all saddles, valleys, and pitch to provide minimum 1/4“ slope to drains. If drains are not indicated, subject to field verification of no drains, provide all saddles, valleys, and pitch to provide minimum 1/4“ slope to edges for drainage waterfall over the edge of the building.

D. Install insulation boards with long joints in a continuous straight line. Joints should be staggered between rows, abutting edges and ends per manufacturer’s written instructions. Fill gaps exceeding 1/4 inch (6 mm) with like material.

E. Install 2 or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches (150

mm) in each direction.

F. Trim surface of insulation boards where necessary at roof drains so completed surface is flush and does not restrict flow of water.

G. Install tapered edge strips at perimeter edges of roof that do not terminate at vertical surfaces.

H. Mechanically Fastened with Subsequent Layers Adhered Insulation: Secure first layer of insulation to deck using mechanical fasteners designed and sized for fastening specified board-type to deck type.

1. Fasten first layer to resist uplift pressure at corners, perimeter, and field of roof.

2. Install subsequent layers in a two-part urethane adhesive according to roofing system manufacturer’s instruction.

3. Install each layer to resist uplift pressure at corners, perimeter, and field of roof.

I. When first layer cannot be mechanically fastened, secure first layer with JM two-part Urethane insulation Adhesive (UIA). Adhesive shall be applied in accordance with JM Insulation Urethane Adhesive Fastening drawing NO. INUA-12-6-4.

1. Fasten layer to resist uplift pressure at corners, perimeter, and field of roof.

2. Install subsequent layers in a two-part urethane adhesive according to roofing system manufacturer’s instruction.

3. Install each layer to resist uplift pressure at corners, perimeter, and field of roof.

J. Proceed with installation only after unsatisfactory conditions have been corrected.

3.5 COVER BOARD INSTALLATION

A. Coordinate installing membrane roofing system components so cover board is not exposed to precipitation or left exposed at the end of the workday.

B. Comply with membrane roofing system manufacturer's written instructions for installing roof cover board.

C. Install cover board with long joints in a continuous straight line. Joints should be staggered between rows, abutting edges and ends per manufacturer’s written instructions. Fill gaps exceeding 1/4 inch (6 mm) with cover board.

a. Cut and fit cover board within 1/4 inch (6 mm) of nailers, projections, and penetrations.

D. Trim surface of cover board where necessary at roof drains so completed surface is flush and does not restrict flow of water.

a. Install tapered edge strips at perimeter edges of roof that do not terminate at vertical surfaces.

E. Adhered Cover Board: Adhere cover board to substrate as follows:

a. Install in a solid mopping of hot roofing asphalt according to roofing system manufacturer’s instruction.

F. Proceed with installation only after unsatisfactory conditions have been corrected.

3.6 ROOFING MEMBRANE INSTALLATION, GENERAL

A. Install roofing membrane in accordance with roofing system manufacturer's written instructions, applicable recommendations of the roofing manufacturer and requirements in this Section.

B. Cooperate with testing and inspecting agencies engaged or required to perform services for installing roofing system.

C. Where roof slope exceeds 1/2 inch per 12 inches (1:24), contact the membrane manufacturer for installation instructions regarding installation direction and backnailing

D. Coordinate installing roofing system so insulation and other components of the roofing membrane system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is imminent.

1. Provide tie-offs at end of each day's work to cover exposed roofing membrane sheets and insulation.

2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system.

3. Remove and discard temporary seals before beginning work on adjoining roofing.

E. Asphalt Heating: Heat roofing asphalt to temperature recommended by roofing manufacturer to flux modified membrane.

Do not exceed roofing asphalt manufacturer's recommended temperature limits during roofing asphalt heating. Discard roofing asphalt maintained at a temperature exceeding finished blowing temperature for more than 4 hours.

F. Substrate-Joint Penetrations: Prevent roofing asphalt from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction.

G. Proceed with installation only after unsatisfactory conditions have been corrected.

3.7 SBS-MODIFIED BITUMINOUS MEMBRANE INSTALLATION

A. Install three ply sheets starting at low point of roofing system. Align ply sheets without stretching. Shingle side laps of ply sheets uniformly to achieve required number of plies throughout thickness of roofing membrane. Shingle in direction to shed water. Extend ply sheets over and terminate beyond cants.

1. Install each ply sheet in a solid mopping of hot roofing asphalt applied at rate required by roofing system manufacturer, to form a uniform membrane without ply sheets touching.

B. Install cap sheet according to roofing manufacturer's written instructions, starting at low point of roofing system. Extend roofing membrane sheets over and terminate beyond cants, with the following installation method:

1. Unroll roofing membrane sheets and allow them to relax for minimum time required by manufacturer.

2. Adhere modified bituminous roofing membrane cap sheet to substrate in a solid mopping of hot roofing asphalt applied at temperatures recommended by roofing system manufacturer.

A. Alternate method: Heat weld modified bituminous roofing membrane cap sheet to substrate according to roofing system manufacturer’s instruction.

C. Laps: Accurately align roofing membrane sheets, without stretching, and maintain uniform side and end laps. Stagger end laps. Completely bond and seal laps, leaving no voids.

1. Repair tears and voids in laps and lapped seams not completely sealed.

A. As required, apply roofing granules to cover exuded bead at laps while bead is hot.

D. Install roofing membrane sheets so side and end laps shed water.

E. Proceed with installation only after unsatisfactory conditions have been corrected.

3.8 FLASHING AND STRIPPING INSTALLATION

A. Install base flashing over cant strips and other sloping and vertical surfaces, at roof edges, and at penetrations through roof, and secure to substrates according to roofing system manufacturer's written instructions and as follows:

1. Prime substrates with asphalt primer if required by roofing system manufacturer.

2. Backer Sheet Application: Install backer sheet and adhere to substrate in a solid mopping of hot roofing asphalt.

3. Flashing Sheet Application: Adhere flashing sheet to substrate in a solid mopping of hot roofing asphalt. Apply hot roofing asphalt to back of flashing sheet if recommended by roofing system manufacturer.

B. Extend base flashing up walls or parapets a minimum of 8 inches (200 mm) above roofing membrane and 4 inches (100

mm) onto field of roofing membrane.

C. Mechanically fasten top of base flashing securely at terminations and perimeter of roofing.

1. Seal top termination of base flashing with a strip of glass-fiber fabric set in MBR Flashing cement.

D. Roof Drains: Flash drain using liquid applied flashing (PermaFlash) system. Clamp roofing membrane, flashing, and stripping into roof-drain clamping ring.

1. Install stripping according to roofing system manufacturer's written instructions.

E. Flash all penetrations using liquid applied flashing (PermaFlash) system.

F. Proceed with installation only after unsatisfactory conditions have been corrected.

3.9 WALKWAY INSTALLATION

A. Walkway Pads: Install walkway pads using units of size indicated or, if not indicated, of manufacturer's standard size according to walkway pad manufacturer's written instructions.

1. Sweep away loose aggregate surfacing and set walkway pads in additional cold applied adhesive.

B. Walkway Cap Sheet Strips: Install roofing membrane walkway cap sheet strips over roofing membrane in hot roofing asphalt in cold-applied adhesive by heat weld application.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.10 FIELD QUALITY CONTROL

A. Final Roof Inspection: Arrange for roofing system manufacturer's Registered Roof Observer (RRO) to inspect roofing installation on completion and submit report to Architect.

1. Notify Fermilab Construction Coordinator 48 hours in advance of date and time of inspection.

B. Repair or remove and replace components of roofing system where test results or inspections indicate that they do not comply with specified requirements.

C. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

3.11 PROTECTION AND CLEANING

A. Correct deficiencies in or remove roofing system that does not comply with requirements, repair substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements.

B. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.

END OF SECTION 075216

SCALE:

PROJECT NO.

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PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

M A c ti v e

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SPECIFICATIONS G-03

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JAD

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Checker

Approver

03/21/24

09/11/24

840REVISIONS

REV. DESCRIPTION DATE

7 6

NORTH EAST ELEVATION WEST ELEVATION (OFFICE ELEVATION)

SOUTH ELEVATION15 VIEW OF EAST ELEVATION

5 LOW ROOF OFFICE SCUPPER

LOW ROOF - LOOKING NORTH9

HIGH BAY ROOF - LOOKING NORTH12PHOTO OF EXIST. ANTENNA13

AERIAL PHOTO LOOKING SOUTH4

EXISTING ANTENNA TO BE

REMOVED AND

REINSTALLED BY OTHERS

EXISTING AHU3

EXISTING AHU2

REMOVE AND REPLACE

WALKWAY PADS

EXISTING AHU1

EXISTING EXHAUST FAN

TO REMAIN

AERIAL PHOTO LOW ROOF - LOOKING EAST11

R840R01

LOW ROOF

R840R02

HIGH BAY ROOF

EXISTING LADDER ACCESS

AERIAL VIEW OF ROOF

R840R02

HIGH BAY ROOF

EXISTING LADDER ACCESS

AERIAL PHOTO LOOKING EAST AT HIGH ROOF3 PHOTO - AHU 2 , ANTENNA & AHU32 1

AERIAL PHOTO LOOKING WESTAT LOW ROOF8AERIAL PHOTO OF AHU-1 ON LOW ROOF10

REMOVE AND REPLACE

EXISTING WALKWAY PADS

EXISTING

AHU3

EXIST. ANTENNA TO

BE REMOVED AND

REINSTALLED BY

OTHERS

EXIST. AHU2

EXIST.

EXHAUST

VENT TO

REMAIN

EXIST. EXHAUST VENT

TO REMAIN TYPICAL

EXIST. EXHAUST VENT

EXIST. ANTENNA TO BE

REMOVED AND

REINSTALLED BY OTHERS

EXIST. AHU2

EXISTING

AHU3

EXISTING AHU1

EXIST. AHU3

EXIST. ANTENNA TO BE REMOVED

AND REINSTALLED BY OTHERS

EXIST. AHU2

EXIST.RAMP TO

BUILDING

EXIST. SCUPPERS

REMOVE AND REPLACE

EXISTING WALKWAY PADS

TYPICAL

REMOVE AND REPLACE EXISTING

WALKWAY PADS TYPICAL

EXISTING AHU1

R840R01

LOW ROOF

R840R02

HIGH BAY ROOF

EXIST. EXHAUST VENT

TO REMAIN TYPICAL

EXISTING ANTENNA TO BE

REMOVED AND

REINSTALLED BY OTHERS

R840R02

HIGH BAY ROOF

HIGH BAY ROOF

R840R02

LOW BAY ROOF

R840R01

G04

G04

8,13

G04

5,6

G04

G04

1,2

G04

10,11

G04

G04

G04

G04

G04

SCALE:

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REVISION NO.FIMS. NO.

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PHOTOS OF EXISTING

CONDITIONS

G-04

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JAD

JAD

Checker

Approver

03/21/24

09/11/24

SCALE: 1" = 20'-0"

KEY PLAN

PROJECT

NORTH

E

SW

PROJECT

NORTH

E

SW

REVISIONS

REV. DESCRIPTION DATE

SECTION DETAIL

ELEVATION TAG

SYMBOL LEGEND

A101

SIM

A101

1 Ref

R e f

1 Ref

R e f

A101

SIM

DETAIL CALLOUT

8 7 6 5 4 3 2 1

C

B

A

D

B.5

A.5

1' - 3" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 1' - 3"

142' - 6"

1' - 5" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 1' - 8 1/2"

82' - 10"

EXIST. LADDER

V .I

.F

V .I

.F

/2

EXISTING EXHAUST

STACK TO REMAIN REFER

TO SHEET A-04 FOR

SEALING AND FLASHING

REQUIREMENTS

EXISTING EXHAUST

STACK TO REMAIN REFER

TO SHEET A-04 FOR

SEALING AND FLASHING

REQUIREMENTS

EXISTING EXHAUST

STACK TO REMAIN REFER

TO SHEET A-04 FOR

SEALING AND FLASHING

REQUIREMENTS

EXHAUST FAN

TO REMAIN

EXISTING WALKWAY

PADS TO BE REMOVED

AND REPLACED WITH

NEW WALKWAY PADS

TYPICAL

EXIST.

AHU-1

EXIST.

AHU-2

EXIST.

AHU-3

EXISTING EXHAUST

STACK TO REMAIN REFER

TO SHEET A-04 FOR

SEALING AND FLASHING

REQUIREMENTS

EXISTING EXHAUST

STACK TO REMAIN REFER

TO SHEET A-04 FOR

SEALING AND FLASHING

REQUIREMENTS

EXISTING EXHAUST

STACK TO REMAIN REFER

TO SHEET A-04 FOR

SEALING AND FLASHING

REQUIREMENTS

CRICKET TYPICAL

S S S S

S S S

ROOF PENETRATIONS TO REMAIN

S L O

P E

/4

F

T

S L O

P E

T O

D R

A

IN

S L O

P E

/4

F

T

S L O

P E

T O

D R

A

IN

S L O

P E

/4

F

T

S L O

P E

T O

D R

A

IN

HIGH BAY ROOF

R840R02

LOW BAY ROOF

R840R01

EXIST. LADDER

16' - 0" 10' - 0"

PROVIDE BALLASTED ROOF EDGE RAILING

SYSTEM TO REMAIN IN PLACE AT

COMPLETION OF CONSTRUCTION

REFER TO SPECIFICATIONS AND RAILING

SYSTEM TO BE PAINTED BLACK

NOTE:

REMOVE EXISTING BUILT UP ROOF.

INSPECT EXISTING METAL DECKING ADVISE CONSTRUCTION

COORDINATOR OF ANY UNACCEPTABLE CONDITIONS

NEW ROOF:

STYRENE-BUTADIENE-STRYRENE (SBS) MODIFIED

BUITUMINOUS MEMBRANE ROOFING.

• SEE GENERAL NOTES FOR COMPLETE SCOPE OF WORK

AND SPECIFICATIONS.

• SEE SPECIFICATIONS FOR INSULATION INSTALLATION.

• SEE PERMANENT BALLASTED RAIL EDGE SYSTEM PER

SPECIFICATIONS. FINAL LOCATION TO BE DETERMINED IN

THE FIELD.

• REFER TO SHEETS A/06 AND A/07 FOR TYPICAL ROOF

DETAILS

EXIST. ANTENNA TO BE

REMOVED AND

RELOCATED BY OTHERS

EXISTING WALKWAY

PADS TO BE REMOVED

AND REPLACED WITH

NEW WALKWAY PADS

TYPICAL

A-04

A-04

A-04

TYP.

TYP. AT

EXIST.

SCUPPERS

A-06

3, 4

REFER TO DETAIL

2/A-06 FOR

TYPICAL ROOF

CURB DETAIL

REFER TO DETAIL

2/A-06 FOR

TYPICAL ROOF

CURB DETAIL

REFER TO DETAIL

2/A-06 FOR

TYPICAL ROOF

CURB DETAIL

REFER TO DETAIL 1/A-06

FOR TYPICAL FASCIA

COPING DETAIL AT ALL

SIDES OF BUILDING ON

LOW AND HIGH ROOF

A-052

A-05

A-05

A-05 4

V .I

.F

143' - 5"

/8

FOR INFORMATION ONLY

FOR INFORMATION ONLY

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

- DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

M A c ti v e

P ro je c ts

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ROOF PLAN A-01

10-4-101

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JAD

JAD

09/11/24

09/11/24

1/8"=1'-0"

0 8 16

SCALE FEET

1/8" = 1'-0"A-01

1 ROOF PLAN

PROJECT

NORTH

E

SW

N.T.S.A-01

2 EXIST . CURB DETAIL

N.T.S.A-01

3 EXIST. PIPE PENETRATION DETAIL

REVISIONS

REV. DESCRIPTION DATE

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

- DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

M A c ti v e

P ro je c ts

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EXISTING STRUCTURAL FRAMING

HIGH BAY

A-02

10-4-101

/1

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JAD

JAD

Checker

Approver

03/21/24

09/11/24

FOR INFORMATION ONLY

1/8" = 1'-0"A-02

1 EXISTING STRUCTURAL FRAMING- HIGH ROOF

FOR INFORMATION ONLY

1/8"=1'-0"

0 8 16

SCALE FEET

PROJECT

NORTH

E

SW

1/8"=1'-0"

0 8 16

SCALE FEET

PROJECT

NORTH

E

SW

REVISIONS

REV. DESCRIPTION DATE

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

- DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

M A c ti v e

P ro je c ts

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LOW LEVEL WASTE HANDLING

BUILDING

EXISTING STRUCTURAL FRAMING

LOW ROOF

A-03

10-4-101

/1

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Is s u e f o r B id P ri c in g

JAD

JAD

JAD

Approver

03/21/24

09/11/24

N.T.S.A-03

1 EXISTING STRUCTURAL FRAMING- LOW ROOF

FOR INFORMATION ONLYFOR INFORMATION ONLY

PROJECT

NORTH

E

SW

REVISIONS

REV. DESCRIPTION DATE

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

- DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

M A c ti v e

P ro je c ts

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EXISTING WALL SECTIONS A-04

10-4-101

/1

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JAD

JAD

03/21/24

09/11/24

N.T.S.A-04

1 EXISTING WALL SECTION TYP. AT HIGH BAY

N.T.S.A-04

2 EXISTING WALL SECTION AT SCUPPER

N.T.S.A-04

3 EXISTING WALL SECTION AT OFFICE WALL

FOR INFORMATION ONLY

REVISIONS

REV. DESCRIPTION DATE

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

- DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

M A c ti v e

P ro je c ts

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LOW LEVEL WASTE HANDLING

BUILDING

EXISTING EXTERIOR ELEVATIONS A-05

10-4-101

/1

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Is s u e f o r B id P ri c in g

JAD

JAD

Checker

Approver

03/24/24

09/11/24

N.T.S.A-05

3 Existing West Elevation N.T.S.A-05

4 Existing North Elevation

N.T.S.A-05

2 Existing South Elevation N.T.S.A-05

1 Existing East Elevation

FOR INFORMATION ONLY

REVISIONS

REV. DESCRIPTION DATE

EL. 764'-0"

T/TRIM & C8

REMOVE EXIST. 2x6 TREATED WOOD NAILERS & BLOCKING, FASTENED TO METAL DECK

EXIST. 1 1/2" INTERIOR INSUL. METAL LINER PANEL

EXIST. 1 1/2" FLUSH EXTERIOR INSUL. METAL PANEL

EXIST. GALV. 1/2" SUBGIRT TO REMAIN

REMOVE EXIST. TRIM

REMOVE EXIST. CURB

SEE DETAIL OF NEW CURB TO EXIST. WALL THIS SHEET

REMOVE EXIST.#20 CAP FLASHING

REMOVE EXIST. GRAVEL

REMOVE EXIST. 4-PLY BUILT-UP ROOF

ON 3" ROOF INSULATION AND

COVERBOARD

EXIST. 1 1/2" METAL DECK

TO REMAIN

EXIST. STEEL

SEE WALL SECTIONS

FOR MORE

INFORMATION

EL. 764'-0"

T/TRIM & C8

EXIST. 1 1/2" INTERIOR INSUL. METAL LINER PANEL

EXIST. 1 1/2" FLUSH EXTERIOR INSUL. METAL PANEL

EXIST. GALV. 1/2" SUBGIRT TO REMAIN

EXIST. STEEL

SEE WALL SECTIONS

FOR MORE

INFORMATION

NEW METAL DRIP SEAL

NEW COUNTERFLASHING ON TREATED

WOOD BLOCKING

4" (100mm) METAL FLANGE SET IN MASTIC FASTEN @ 8" (200MM) O.C. START & FINISH 1" (25mm) FROM

ENDS

EXPAND-O-FLASH CF-EJ6 W/ 2" x 2"(50mm X 50mm)

CURB FORM METAL FLANGE TYP SET IN

MEMBRANE COMPATIBLE MASTIC

JM APPROVED SUBSTRATE

INSULATION ENVELOPE

INSULATION ENVELOPE

FIBER GLASS INTEGRAL VAPOR BARRIER AND INSULATED CORE

AND SUPPORT

TREATED WOOD NAILERS

GROMMETED FASTENER @ 8"(200mm) O.C.

START & STOP 1"(25mm) FROM ENDS

NEW RIGID INSULATION

NEW COVER BOARD

NEW SBS ROOFING ASSEMBLY

M

IN

FESCANT PLUS

NOTE:

REFER TO JOHNS MANVILLE WEBSITE FOR MOST UP TO DATE INFORMATION FOR EXPAND-O-FLASH INSTALLATION

PERMAPLY28 FLASHING BASE SHEET ADHERED

AND CAP NAILED OVER NAILER AS PER

MANUFACTURERS SPECIFICATIONS

/4

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REVISION NO.FIMS. NO.

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W ro o f re p la c e m e n t\

F in a l D e s ig n \0

D ra w in g s \1

-4

-1

S it e

L

L R

W V

R o o f.

rv t

/1 /2

:4

:3

A

M

LOW LEVEL WASTE HANDLING

BUILDING

DETAILS A-06

10-4-101

/1

/2

Is s u e f o r B id P ri c in g

JAD

JAD

Checker

Approver

03/21/24

09/11/24

GENERAL NOTE:

1. TYPICAL JOHNS MANVILLE (JM) DETAILS PROVIDED FOR INFORMATION.

2. REFER TO JOHNS MANVILLE TECHNICAL PUBLICATIONS FOR FURTHER DETAILS.

3. PROVIDE ALL DETAILING IN ACCORDANCCE WITH JOHNS MANVILLE REQUIREMENTS.

4. COORDINATE WITH JOHNS MANVILLE WHEN EXISTING CONDITIONS DO NOT ALLOW FOR COMPLIANCE WITH JM DETAILS.

N.T.S.A-06

1 TYPICAL DETAIL AT FASCIA

N.T.S.A-06

2 TYPICAL DETAIL EXISTING CURB

1 1/2" = 1'-0"A-06

3 DEMO. DETAIL OF EXIST. CURB TO EXIST. WALL

1 1/2" = 1'-0"A-06

4 DETAIL OF NEW CURB TO EXIST. WALL

REVISIONS

REV. DESCRIPTION DATE

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

- DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

M A c ti v e

P ro je c ts

\1 \4

\1

S it e

L

L R

W ro o f re p la c e m e n t\

F in a l D e s ig n \0

D ra w in g s \1

-4

-1

S it e

L

L R

W V

R o o f.

rv t

/1 /2

:4

:3

A

M

LOW LEVEL WASTE HANDLING

BUILDING

DETAILS A-07

10-4-101

/1

/2

Is s u e f o r B id P ri c in g

JAD

JAD

Checker

Approver

03/21/24

09/11/24

N.T.S.A-07

1 TYPICAL DETAIL AT PLUMBING VENTS

N.T.S.A-07

2 TYPICAL DETAIL AT VENT STACK

N.T.S.A-07

3 TYPICAL DETAIL AT ROOF PENETRATION PAN

GENERAL NOTE:

1. TYPICAL JOHNS MANVILLE (JM) DETAILS PROVIDED FOR INFORMATION.

2. REFER TO JOHNS MANVILLE TECHNICAL PUBLICATIONS FOR FURTHER DETAILS.

3. PROVIDE ALL DETAILING IN ACCORDANCCE WITH JOHNS MANVILLE REQUIREMENTS.

4. COORDINATE WITH JOHNS MANVILLE WHEN EXISTING CONDITIONS DO NOT ALLOW FOR COMPLIANCE WITH JM DETAILS.

REVISIONS

REV. DESCRIPTION DATE