PROJECT

AREA

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PINE ST. (IN) LABORATORY

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WILSON ST.

ENTRANCE

BURLINGTON NORTHERN R.R.

BATAVIA RD.

RECEIVING

(NO ACCESS)

SITE BOUNDARY LINES

ON SITE CONST. ROUTES

HOURS

LEGEND

ENTRANCE

BATAVIA RD.

(LOAD LIMIT-6 TONS)

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WILSON ST………….6 AM- 4:30 PM M-F NO TRUCKS ALLOWED

PINE ST………………..6 AM TO 6 PM NO TRUCKS ALLOWED

BATAVIA RD………...6 AM to 6 PM

FIXED TARGET AREA

NEUTRINO AREA

PROTON AREA

PROJECT AREA

MINOS SERVICE BUILDING

NUMSB 785

HIGH BAY ROOF

SITE PLAN - NUMSB 785

NTS

VICINITY PLAN

NTS

PROJECT

NORTH

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W

NUMSB MINOS SERVICE BUILDING

HIGH BAY ROOF

(785)

MINOS (785) - HIGH BAY ROOF REPLACEMENT and

MASONRY WALL REPAIR

Project No. 6-7-126

N.T.S.

AERIAL PHOTO

N.T.S.

SCHWAHN ROAD

NOVA NEAR DETECTOR

(786)

SBN FOR DETECTOR BUILDING

(788)

MINI BOONE DETECTOR BUILDING

(780)

VIEW OF ELEVATION LOOKING SOUTH WEST

N.T.S.

PINE STREET

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6-7-126

MINOS HIGH BAY ROOF REPLACEMENT

and MASONRY WALL REPAIR

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COVER SHEET

ISSUE FOR CCR 05/29/26

ISSUE FOR BIDDING 08/03/26

7856-7-9

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

DESIGN REQUIREMENTS FOR NEW ROOF:

1. EXTERNAL FIRE: CLASS A ROOF

2. HAIL: SH

3. ROOFNAV ASSEMBLY NO.: 213439-0-0

4. FM ASSEMBLY NO: 461650-0-0

STRUCTURAL DESIGN REQUIREMENTS FOR ROOFING

1. REFERENCE STRUCTURAL DESIGN CODES AND STANDARDS:

· ASCE 7-22 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES

· IBC 2024

2. OCCUPANCY RISK CATEGORY = II

3. BASIC WIND SPEED (3 SECOND GUST) = 107 MPH

4. EXPOSURE CATEGORY = C

5. COMPONENT AND CLADDING WIND PRESSURES: REFER TO SPECIFICATION

SECTION 075419

PROJECT

NORTH

E

S

W

Sheet List Table Sheet Number Sheet Title

GENERAL

G-01 COVER SHEET

G-02 GENERAL NOTES

G-03 PHOTOS OF EXISTING CONDITIONS

G-04 GROUND FLOOR PLAN - FOR REFERENCE ONLY

G-05 MASONRY WALL DETAILS - FOR REFERENCE ONLY

G-06 MASONRY WALL SECTION DETAILS - FOR REFERENCE ONLY

G-07 STRUCTURAL FRAMING PLAN - FOR REFERENCE ONLY

ARCHITECTURAL

A-01 ROOFING PLAN

A-02 ROOFING DETAILS

A-03 ROOFING DETAILS

A-04 ROOFING DETAILS

AutoCAD SHX Text

INDIAN CREEK ROAD

GENERAL NOTES

PART 1 - SCOPE

A. SEE EXHIBIT "A" AND SUPPLEMENTAL TERMS AND CONDITIONS AND PROJECT MANUAL FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

B. FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE SCOPE OF WORK BELOW AND AS NOTED ON THE DRAWING.

C. INSTALLATION OF ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND ALL WORK

PERFORMED IN ACCORDANCE WITH OSHA REGULATIONS.

D. PROVIDE FULL TEAR-OFF DOWN TO METAL DECK INCLUDING ACCESSORIES. PROVIDE NEW PVC ADHERED ROOFING SYSTEM AS PER ASSEMBLY DETAILS ON DRAWINGS AND SPECIFICATIONS TO PROVIDE A COMPLETE WATER-TIGHT RE-ROOFING APPLICATION.

E. PROVIDE ALL MATERIALS AND DETAILS REQUIRED BY THE ROOFING MANUFACTURER'S PUBLISHED INSTRUCTIONS WHETHER SPECIFICALLY

IDENTIFIED HEREIN OR ON THE DRAWINGS.

F. SEE PROTECTION NOTES FOR REQUIRED PROTECTION OF EXISTING.

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

H. CAREFULLY INSPECT AND SURVEY CONDITIONS IMMEDIATELY BENEATH THE ROOF DECK. COORDINATE ELECTRICAL CONDUIT LOCATIONS

WITHIN DECK FLUTES.

I. SUBCONTRACTOR IS RESPONSIBLE FOR LOCATING ANY EXISTING CONDUIT LOCATIONS IN FLUTES OF METAL DECKING. CONDUITS MUST BE LOCATED, COORDINATED, AND MARKED ON ROOFING MATERIALS PRIOR TO INSTALLATION OF ANY MECHANICAL FASTENERS. CONFIRMATION WITH FERMILAB CONSTRUCTION COORDINATOR IS REQUIRED PRIOR TO INSTALLATION OF ANY MECHANICAL FASTENERS.

J. SUBCONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING UTILITIES BEFORE COMMENCING ANY WORK. IF THE SUBCONTRACTOR FAILS TO LOCATE OR MARK SUCH UTILITIES, AND SUCH FAILURE RESULTS IN DAMAGE TO ANY UTILITY, THE SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL COSTS, INCLUDING BUT NOT LIMITED TO REPAIR, REPLACEMENT, RELOCATION , AND CONSEQUENTIAL DAMAGES, AS WELL AS DELAY AND DISRUPTION COSTS.

K. PROVIDE SAFETY BARRICADES AND WARNING SIGNS TO PREVENT ENTRANCE TO WORK ZONE, STAGING AREAS AND SURROUNDING AREAS.

L. SUBCONTRACTOR SHALL INSTALL ALL NECESSARY PROTECTION FOR EXISTING IMPROVEMENTS, PROJECT SITE, PROPERTY AND NEW WORK AGAINST, DUST, DIRT, WEATHER, DAMAGE, VANDALISM AND MAINTAIN AND RELOCATE ALL PROTECTION TO ACCOMMODATE PROGRESSION OF

THE WORK.

M. 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 TO PREVENT THE FLOW OF WATER BENEATH THE

ROOF SYSTEM DURING INCLEMENT WEATHER.

N. 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.

O. 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.

P. SUBCONTRACTOR SHALL COORDINATE WORK AND COOPERATE WITH SUBCONTRACTORS ON ADJACENT AND CONCURRENT WORK.

Q. AFTER REMOVAL OF ALL ROOFING MATERIAL VERIFY METAL DECKING IS SOUND, DRY, AND FREE OF OIL, RUST AND DEBRIS. NOTIFY FERMILAB CONSTRUCTION COORDINATOR OF ANY AREAS THAT ARE NOT IN ACCORDANCE WITH ROOFING MANUFACTURER'S REQUIREMENTS.

R. REFER TO GENERAL NOTES ON ARCHITECTURAL DRAWINGS FOR MORE REQUIREMENTS REGARDING TO EXISTING SURFACE CONDITIONS, AND

REMOVAL REQUIREMENTS.

S. DEBRIS SHALL BE REMOVED FROM THE FERMILAB SITE. CONSTRUCTION/DEMOLITION WASTE MATERIALS SHALL BE DISPOSED OF TO A RECYCLING VENDOR TO THE EXTENT PRACTICABLE. SUBCONTRACTOR SHALL SUBMIT A REPORT AT THE CONCLUSION OF THE JOB OF THE

AMOUNT OF WASTE RECYCLED.

GENERAL NOTES (CONTINUED)

PART 5 - MASONRY WALL REPAIR (CONTINUED)

Official Name of Building: NUMSB MINOS

FIMS Number: 785

New Roof ID(s) R785R01

Roof Area (Square Feet) 4444

Roofing Contractor Name:

Address:

Phone Number:

Date of New Roofing:

Roofing System Used:

Cool Roof (Y/N):

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07/13/26

6-7-126

MINOS HIGH BAY ROOF REPLACEMENT

and MASONRY WALL REPAIR

G-02

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GENERAL NOTES

ISSUE FOR CCR 05/29/26

ISSUE FOR BIDDING 08/03/26

7856-7-9

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

PART 2 - 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

5. THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRELIMINARY TO AND DURING WORKED PERFORMANCE.

6. 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 3 - PROTECTION

A. PRIOR TO STARTING ANY WORK, CAREFULLY INSPECT THE UNDERSIDE OF THE DECK TO INSURE NO INTERFERENCE FROM EXISTING PIPING, CONDUIT, DUCT WORK, OR EQUIPMENT. NOTIFY THE FERMILAB CONSTRUCTION COORDINATOR IMMEDIATELY OF ANY CONDITIONS THAT MAY

INTERFERE WITH ROOFING FASTENERS.

B. EXISTING FACILITIES: PROTECT ADJACENT WALKWAYS, ENTRIES, LANDSCAPING AND OTHER BUILDING FACILITIES DURING DEMOLITION

OPERATIONS. MAINTAIN EXITS FROM EXISTING STRUCTURES.

C. EXISTING UTILITIES: MAINTAIN UTILITY SERVICES AND PROTECT FROM DAMAGE DURING DEMOLITION OPERATIONS.

D. 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. 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.

4. 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.

5. PROTECT WALLS, WINDOWS, ROOFS, AND OTHER ADJACENT EXTERIOR CONSTRUCTION THAT ARE TO REMAIN AND THAT ARE EXPOSED TO

DEMOLITION OPERATIONS.

6. 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.

GENERAL NOTES (CONTINUED)

PART 4 - 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 JACQUELYN DRAGOVICH , JDRAGOVI@FNAL.GOV, 630-840-5440

PART 5 - MASONRY WALL REPAIR (CONTINUED)

1. COORDINATION AND PROJECT INTEGRATION

1.A. MASONRY WALL REPAIR WORK MUST BE COORDINATED WITH THE MINOS HIGH BAY ROOF REPLACEMENT.

1.B. SUBCONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND SUBMIT COMPREHENSIVE REPAIR APPROACH

SUMMARY. EXAMINE SUBSTRATE AND CONDITIONS OF WORK AND NOTIFY FFDG CONSTRUCTION COORDINATOR AND FFDG PROJECT MANAGER IN WRITING OF DETRIMENTAL CONDITIONS. DO NOT PROCEED UNTIL UNSATISFACTORY

CONDITIONS HAVE BEEN CORRECTED

1.C. FFDG MUST APPROVE OF SUBCONTRACTOR'S REPAIR APPROACH SUMMARY BEFORE SUBCONTRACTOR MOVES

FORWARD WITH REPAIRS.

1.D. SUBCONTRACTOR TO REFER TO SPECIFICATIONS SECTION 040120.63 BRICK MASONRY REPAIR AND SECTION

040120.64 - BRICK MASONRY REPOINTING FOR MORE INFORMATION.

1.E. REFER TO SECTION 040120.63 PARAGRAPH 1.8 FOR PREPARATION REQUIREMENTS OF BRICK MASONRY REPAIR MOCKUPS TO DEMONSTRATE AESTHETIC EFFECTS AND SET QUALITY STANDARDS FOR MATERIAL INSTALLATION.

2. SCOPE INVESTIGATION:

2.A. SUBCONTRACTOR IN COORDINATION WITH FFDG CONSTRUCTION COORDINATOR AND FFDG ARCHITECT/PROJECT MANAGER WILL CONDUCT A SCOPE INVESTIGATION TO REVIEW EXISTING CONDITION OF MASONRY WALL.

INVESTIGATION WILL IDENTIFY POTENTIAL SOURCES OF WATER INTRUSION, INCLUDING COPING STONE CONDITIONS, MEMBRANE FAILURES, FLASHING ISSUES, POROUS LIMESTONE AND INADEQUATE DRAINAGE.

2.B. INVESTIGATION OF EXISTING LIMESTONE COPING, FLASHING, AND MEMBRANE CONDITIONS SHALL OCCUR AT THE SAME TIME AS TUCKPOINTING TO ENSURE COMPLETE UNDERSTANDING OF WATER_INTRUSION PATHWAYS.

2.C. TUCKPOINTING MAY BE PERFORMED ONLY AFTER COPING, FLASHING, MEMBRANE, AND DRAINAGE REPAIRS ARE

COMPLETE.

3. SUBCONTRACTOR WILL PREPARE TO DECONSTRUCT THE WALL AT HIGHEST POINT ON MINOS HIGH BAY ROOF FOR INVESTIGATION

BY FFDG ARCHITECT AND FFDG A/E CONSULTANT.

3.A. THE WALL PORTION THAT IS OPENED MUST BE WEATHER TIGHT AT CONCLUSION OF THE INVESTIGATION.

4. SUBCONTRACTOR MUST BE PREPARED TO CORRECT, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING:

4.A.A. MISSING OR FAILED COPING FLASHING/MEMBRANE

4.A.B. POROUS/CRACKED LIMESTONE COPING

4.A.C. OPEN JOINTS UNDER COPING

4.A.D. MISSING KERFS/DRIP EDGES

4.A.E. FAILED/CLOGGED/ MISSING WEEP HOLES

4.A.F. DETERIORATED THROUGH_WALL FLASHINGS

4.A.G. THERMAL_MOVEMENT RELATED TO COPING JOINT CRACKS

4.A.H. UNSEALED DOWEL/PIN PENETRATIONS

4.A.I. TUCKPOINTING ALONE IS NOT CONSIDERED AN ACCEPTABLE SOLUTION.

4.A.J. WEEP HOLE CLEANING/ REPAIR OR INSTALLATION OF WEEP HOLES AS REQUIRED.

5. IN THE ABSENCE OF A FINALIZED STRATEGY BY FFDG ARCHITECT AND FFDG A/E CONSULTANT, SUBCONTRACTOR SHALL PROPOSE A COMPREHENSIVE STRATEGY TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING REQUIREMENTS. NOTE THAT THIS IS SUBJECT TO CHANGE BASED ON INVESTIGATION RESULTS AND ANALYSIS FROM FFDG A/E CONSULTANT. UNLESS INVESTIGATION PROVES OTHERWISE, THE SUBCONTRACTOR SHOULD FOLLOW THE GENERAL WORK SEQUENCE OUTLINED BELOW.

5.A. REMOVE COPING STONES AND DETERIORATED COMPONENTS AS NEEDED. SUBCONTRACTOR TO BEGIN AT HIGHEST

POINT OF MASONRY WALL ABOVE HIGH BAY ROOF.

5.B. CLEAN AND INSPECT PARAPET TOP.

5.C. EXAMINE SUBSTRATE AND CONDITIONS OF WORK AND NOTIFY FFDG CONSTRUCTION COORDINATOR AND FFDG

PROJECT MANAGER IN WRITING OF DETRIMENTAL CONDITIONS. DO NOT PROCEED UNTIL UNSATISFACTORY

CONDITIONS HAVE BEEN CORRECTED

5.D. INSTALL PEEL_AND_STICK MEMBRANE OVER PARAPET TOP.

5.E. INSTALL STAINLESS STEEL THROUGH_WALL FLASHING WITH END DARESET OR REPLACE COPING STONES WITH

CORRECT SLOPE AND DRIP KERFS

5.F. SEAL COPING JOINTS WITH APPROPRIATE SEALANT.

5.G. RESTORE DRAINAGE CAVITY AND WEEPS.

5.H. PERFORM FINAL TUCKPOINTING OF MASONRY JOINTS.

5.I. ROOFER WILL BE RESPONSIBLE FOR TYING IN THE NEW MEMBRANE WITH COUNTERFLASHING AND/OR FLUID APPLIED

MEMBRANE AS PER MANUFACTURER'S GUIDELINES AND WARRANTIES.

5.J. IF ANY REMOVAL/REPLACEMENT OF COUNTER FLASHING ON LOWER ROOFS REQUIRED, SUBCONTRACTOR SHOULD

REFER TO JOHNS MANVILLE WARRANTY INFORMATION ON SHEET A-01 FOR LOWER ROOFS THAT ARE NOT PART OF

SCOPE.

5.K. SUBCONTRACTOR SHALL ENSURE THAT MASONRY WALL IS WEATHERTIGHT AT CONCLUSION OF SCOPE

INVESTIGATION, AT END OF EACH WORKDAY, AND AT ANY MILESTONE.

5.L. LIMESTONE COPING STONE REQUIREMENTS

5.L.1. INSPECT AND REPLACE COPING STONES AS REQUIRED; MAINTAIN MINIMUM 2" OVERHANG WITH DRIP KERF CUT ½"

BACK FROM EDGE.

5.L.2. PROVIDE/REPLACE STAINLESS STEEL DOWELS OR PINS ONLY WHERE STRUCTURALLY REQUIRED; MAINTAIN

EXPANSION JOINTS AT 4-6 FT INTERVALS UNLESS STONE LENGTH DICTATES OTHERWISE.

5.L.3. INSTALL CONTINUOUS PEEL_AND_STICK MEMBRANE FULLY ADHERED TO THE PARAPET TOP BEFORE COPING IS

PLACED.

5.L.4. AT DOWEL/PIN PENETRATIONS, MEMBRANE SHALL BE CUT TIGHT AND PATCHED TO CREATE A SEALED “BOOT.”

5.L.5. PROVIDE ½" PER FOOT SLOPE TOWARD THE ROOF SIDE.

5.M. ROOF MEMBRANE AND WATERPROOFING INTEGRATION

5.M.1. PVC ROOF MEMBRANE SHALL TURN UP THE PARAPET AS PER MANUFACTURER'S GUIDELINES FOR 30 YEAR

GUARANTEE. REFER TO DRAWING DETAILS AND SPECIFICATIONS. FOR LOWER ROOFS NOT IN SCOPE, REFER TO JOHNS MANVILLE WARRANTY FOR GUIDELINES. REFER TO NOTE ON A-01 ROOF PLAN FOR MORE INFORMATION ON

JOHNS MANVILLE WARRANTY INFORMATION.

5.M.2. REFER TO SPECIFICATIONS AND DRAWINGS FOR MORE INFORMATION ON LIQUID (FLUID) APPLIED MEMBRANE

FLASHING WHICH WILL BE APPLIED ON MASONRY AS PER SPECIFICATIONS AND DRAWINGS.

5.M.3. IF AFTER INVESTIGATION, THE EXISTING COMPONENTS DO NOT PROVIDE SUFFICIENT PROTECTION, INSTALL A FLUID-APPLIED AIR BARRIER BEHIND THE VENEER, ENSURING IT TIES INTO THE ROOF MEMBRANE, SO THE AIR AND

WATER BARRIER REMAIN CONTINUOUS. MASONRY BACKUP AND CAVITY DRAINAGE

5.M.4. CONFIRM AND MAINTAIN MINIMUM 2" DRAINAGE CAVITY BEHIND VENEER AS SHOWN IN REFERENCE DRAWINGS.

5.M.5. INSTALL OR REPLACE STAINLESS STEEL THROUGH WALL FLASHING WITH END DAMS AT COPING LEVEL.

5.N. PARAPET WALL CONSTRUCTION REQUIREMENTS

5.N.1. TOP COURSE OF CMU BACKUP SHALL BE FULLY GROUTED AND PROTECTED WITH PEEL_AND_STICK MEMBRANE.

5.N.2. PROVIDE CONTINUOUS STAINLESS STEEL PARAPET ANCHORS WHERE REQUIRED.

5.N.3. PROVIDE WEEP HOLES AT 24" O.C. MAX ABOVE ROOF THROUGH WALL FLASHING AND AT BASE OF MASONRY WALL.

5.N.4. RESTORE OR CLEAR BLOCKED DRAINAGE CAVITIES AS REQUIRED.

5.N.5. E CONTINUITY BETWEEN ROOF INSULATION AND WALL INSULATION TO MINIMIZE THERMAL BRIDGING.

5.O. INSULATION REQUIREMENTS

5.O.1. WHERE FEASIBLE, PROVIDE CONTINUOUS EXTERIOR INSULATION (RIGID MINERAL WOOL OR POLYISOCYANURATE

BOARD INSULATION) AS SHOWN ON REFERENCE DRAWINGS.

5.O.2. ENSURE CONTINUITY BETWEEN ROOF INSULATION AND WALL INSULATION TO MINIMIZE THERMAL BRIDGING.

5.P. CONTROL AND EXPANSION JOINTS

5.P.1. PROVIDE VERTICAL EXPANSION JOINTS IN VENEER EVERY 20-25 FT OR AS DIRECTED.

5.P.2. RESTORE SOFT JOINTS BELOW COPING TO ACCOMMODATE DIFFERENTIAL MOVEMENT.

5.Q. TUCKPOINTING GUIDANCE

5.Q.1. TUCKPOINTING MAY BE PERFORMED ONLY AFTER COPING, FLASHING, MEMBRANE, AND DRAINAGE REPAIRS ARE

COMPLETE.

5.Q.2. MORTAR JOINT TUCKPOINTING IS A FINAL STEP, NOT A PRIMARY WATER_INTRUSION FIX.

6. FFDG HAS LIMITED QUANTITY OF FACE BRICK TO MATCH EXISTING. SUBCONTRACTOR TO FIND BEST MATCH AND PROVIDE A

SAMPLE AS PER SPECIFICATION 040120.63 BRICK MASONRY REPAIR.

6.A. SF TAKE OFFS NEED TO BE VERIFIED IN FIELD. THE NUMBERS BELOW ARE APPROXIMATE.

6.B. SF OF BRICK ON OUTSIDE FACE IS APPROX. 4650 SF.

6.C. SF OF BRICK ON INSIDE FACE (ROOF SIDE) IS APPROX. 1330 SF.

6.D. TOTAL SF OF BRICK IS APPROX. 5980 SF.

6.E. LENGTH OF LIMESTONE COPING(STOCK UNITS, 12" WALL, 6" THICK0 IS APPROXIMATELY 200 LINEAR FOOT.

6.F. FACE BRICK INFORMATION FROM EXISTING BUILDING (PROJECT 6-7-5).

6.G. CONFORM TO REQUIREMENTS OF ASTM SPECIFICATION C216, GRADE SW, TYPE FBS, TRIPLE SIZE (3-5/8” X 7-5/8” X

7-5/8”) AND CLOSURE BRICK. BRICK SHALL BE “MEDIUM IRONSPOT 46 VELOUR” AS MANUFACTURED BY ENDICOTT CLAY

PRODUCTS CO., FAIRBURY, NE.

6.H. BRICK HAVING CORES IN EXCESS OF 25% SHALL NOT BE USED. NO PART OF ANY HOLE SHALL BE LESS THAN 3/4 INCH FROM ANY EDGE OF BRICK. BRICKS MAY HAVE A RECESS (FROG) IN ANY ONE BEARING FACE NOT EXCEEDING 3/8 INCH

IN DEPTH. NO PART OF FROG SHALL BE LESS THAN 3/4 INCH FROM EDGE OF BRICK.

6.I. FACES AND ENDS THAT WILL BE EXPOSED IN THE COMPLETED WORK SHALL BE UNIFORMLY STRAIGHT, TRUE, AND

FREE FROM CHIPS AND SPALLS.

EXISTING LADDER ANCHOR REFER TO

SPECIFICATIONS AND ROOF DETAIL

DRAWINGS FOR FLASHING AND SEALING

REQUIREMENTS

EXISTING ROOF

DRAIN

EXISTING TIE

ANCHOR

EXISTING SECURITY

CAMERAEXISTING ROOF

DRAIN

EXISTING ROOF

DRAIN

EXISTING SECURITY

CAMERA

EXISTING ANTENNA

STAND

EXISTING ROOF

DRAIN

EXISTING ROOF

WALKING PADS

EXISTING ROOF

HATCH

EXISTING ROOF

WALKING PADS

EXISTING

TRIPOD.

NOT IN

SCOPE

EXISTING TIE

ANCHOR

EXISTING ROOF

DRAIN

EXISTING ROOF

HATCH

EXISTING TIE

ANCHOR

EXISTING VENT

STACK

EXISTING VENT

STACK

712.4772

EXISTING

ANTENNAE

NOT IN

SCOPE

1 2 3 4 5

EXIST.

FAN

AT AT ATAT 3

G-05

G-05

G-05

G-05

G-05

G-059

G-05

G-05

G-05

G-05

G-05

KEY PLAN LAB B

N.T.S.

N.T.S.

N.T.S. G-03

1PHOTO OF HIGH BAY

LOOKING NORTH

N.T.S. G-03

2PHOTO OF HIGH BAY

LOOKING SOUTH

N.T.S. G-03

3PHOTO OF HIGH BAY

LOOKING WEST

N.T.S. G-03

4ROOF DRAIN FLOODING

PHOTO OF HIGH BAY

N.T.S. G-03

5PHOTO OF EXISTING TIE ANCHOR

N.T.S. G-03

PHOTO OF LADDER ANCHOR

N.T.S. G-03

7PHOTO OF HIGH BAY

LOOKING NORTH

N.T.S. G-03

8ROOF DRAIN FLOODING

PHOTO OF HIGH BAY

N.T.S. G-03

10SECURITY CAMERA

LOOKING EAST

N.T.S. G-03

11HIGH BAY ANTENNA STAND

LOOKING SOUTH

N.T.S. G-03

9ANCHOR TIE

PHOTO OF EXISTING

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ISSUE FOR CCR 05/29/26

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SHEET NAME:

REVISIONS

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REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

N.T.S.

PROJECT

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ISSUE FOR CCR 05/29/26

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PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

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SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

N.T.S.

PROJECT

NORTH

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FOR REFERENCE ONLY

CONT. 16 GA. GALV. CLEAT PAINTED

TO MATCH EXT. WALL PANELS

PRE-FINISHED 18 GA. GALV. FASCIA

COPING. COLOR TO MATCH WALL

PANELS

CONT. 3/16"x12"x4 1/2" BENT PLATE

CLOSURE. TYP. AT PERIMETER OF BUILDING

AT COLUMN LINES 1, 5, A AND B. WELD TO

TOP OF BEAM FLANGE. PAINT.

2x6 TREATED WOOD NAILERS & BLOCKING, FASTEN TO BENT PLATE

20 GA. CAP

FLASHING. WRAP

OVER TOP OF

PARAPET WALL

20 GA. CAP FLASHING. WRAP OVER

EL. 784'-6"

TOP / FASCIA COPING

TOP / FASCIA COPING

EL. 784'-6"

TOP / STEEL

EL. 782'-6"

4-PLY BUILT-UP ROOFING SYSTEM OVER

1/2" FIBERBOARD OVER TAPERED ROOF

INSULATION AND 1-1/2" METAL ROOF

DECK

TOP OF PARAPET WALL

4" NOM. CANT

WALL GIRT

METAL PANEL

1-1/2" FLUSH EXTERIOR INSULATED

GALV. 1/2" SUBGIRT

METAL LINER PANEL

2" INTERIOR INSULATED

1/

4"

6"

1" 1" 4"

10"

7"

1/

2"

4 PLY BUILT-UP ROOFING SYSTEM OVER

1/2" FIBERBOARD OVER TAPERED

ROOF INSULATION AND 1-1/2" METAL

ROOF DECK

3-1/2"x3-1/2"x3/8"x4" CLIP

ANGLE CONNECTOR - ANCHOR

TO EACH VERTICAL MULLION

CLEAR ANODIZED ALUM.

FACIA, GRAVEL STOP

TO MATCH CURTAIN WALL

WOOD BLOCKING

ANCHOR SECURELY

8"x5"x3/8" CONT.

WELD TO BEAM

SEALANT

ALUM. CURTAIN

WALL FRAMING

SYSTEM w/ 1" INSUL.

SPANDREL GLASS

VERTICAL MULLION

TOP / STEEL

EL. 766'-6"

ALUMINUM CURTAIN WALL 1-1/2"=1'-0"

HEAD/ROOF FASCIA

A-20

A 1 B 5

1'-0" 4" 2"

1' -0

4" 2"

3"

2' -0

DETAIL-COPING

COPING 3"=1'-0" -

GALVANIZED 18 GA.

GRAVEL STOP 3" HIGH

4-PLY BUILT-UP ROOFING

SYSTEM OVER 1/2"

FIBERBOARD OVER

TAPERED INSULATION AND

1-1/2" METAL ROOF DECK

'-0

CANT

GRAVEL

3"

TRIM FASTEN TO WALL

18 GA. GALV. & PAINTED STL.

STL. PLATE

SEALANT

3"x12" WIDE

PRE-FINISHED 18 GA.

GALV. FASCIA COPING.

COLOR TO MATCH WALL

PANELS

4" 2"1'-0"

WALL GIRT

EL. 782'-6"

TOP / STEEL

EL. 784'-6"

TOP / FASCIA COPING

EL. 783'-6"

BOT / FASCIA COPING

20 GA. CAP FLASHING B

OVERFLOW OPENING

3" 3"

CONT. 3/16"x12"x4 1/2" BENT

PLATE CLOSURE. TYP. AT

PERIMETER OF BUILDING AT

COLUMN LINES 1, 5, A AND B.

WELD TO TOP OF BEAM FLANGE.

PAINT.

2x6 TREATED WOOD NAILERS &

BLOCKING, FASTEN TO BENT PLATE

STEEL FRAMING -

SEE STRUCT.

STEEL BEAMS -

SEE STRUCTURAL

'-0

SECTION

PARAPET 1-1/2"=1'-0" A-19

A

SECTION

OVERFLOW OPENING 1-1/2"=1'-0" A-14

C

G06

FOR REFERENCE ONLY

FOR REFERENCE ONLY

FOR REFERENCE ONLY

FOR REFERENCE ONLY

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DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

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ISSUE FOR CCR 05/29/26

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7856-7-9

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

N.T.S.

PROJECT

NORTH

E

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FOR REFERENCE ONLY -ROOF FRAMING PLAN

A

B

±1 2'

-1

1/ 2"

V.

I.F

A-03

EXIST.

FAN

106'-8"

'-8

'-1

/4

NOT IN SCOPE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

AT AT ATAT

A-02

±24'-8 3/4" V.I.F.

26'-0"

EXTERIOR FACE

OF CURTAIN

WALL

±30'-11 1/4" V.I.F.

±3 8'

-9

/2

V.

I.F

±4

2' -3

/4

V

.I.

F.

EXIST. FALL ARREST

SYSTEM ANCHOR

TIE

EXIST. FALL ARREST

SYSTEM ANCHOR

TIE

A-03

EQUIMPMENT NUMBER

R785R02.1

(UPPER)

EQUIMPMENT

NUMBER

R785R02-(MIDDLE)

EQUIMPMENT

NUMBER

R785R02-(LOWER)

SLOPE

SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE

SL

O

PE

SLOPE

SLOPE

SL

O

PE

A-03

A-03

A-03

COLUMNS BELOW

APPROX. LOCATION

OF VENT STACK

26'-0"26'-0"26'-0" 1'-4"

EQUIMPMENT NUMBER R785R01

(HIGH BAY)

4300 SF ±

EXIST. ROOF HATCH

SLOPE SLOPESLOPE SLOPESLOPE SLOPE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

EXIST.

LADDER

TO

REMAIN

A11

A2

A1

A12

A3

A4 A5 A6A8

A12

A12

A12

A12

A7

A10A10

TYP. AT ALL

ROOF DRAINS

X A01

A01

X

X-XX

X

X-XX

SYMBOL LEGEND

PHOTO DETAIL LOCATION

SECTION DETAIL

LINE INDICATES ITEM TO BE

REMOVED

ROOF DRAIN WITH SUMP

NEW WALKWAY REFER TO KEYNOTES AND SPECIFICATIONS FOR MORE

INFORMATION

EXIST. FALL PROTECTION TIE ANCHORS

SLOPE

SLOPE FOR POSITIVE DRAINAGE

1/4" PER FOOT TYP. AT ALL ROOF LOCATIONS

AREA NOT IN SCOPE - REFER TO KEYNOTES AND GENERAL NOTES FOR MORE

INFORMATION.

SARNASTOP OVER THE COMPLETED SARNAFIL MEMBRANE.

3'-0" FROM ALL PERIMETER EDGES REFER TO SPECIFICATIONS AND

MANUFACTURER GUIDELINES. REFER TO KEYNOTE A8.

KEYNOTE LEGEND

EXISTING ANTENNA "A" TO BE REMOVED BY FERMILAB AND REPLACED BY FERMILAB. SUBCONTRACTOR TO COORDINATE WITH CONSTRUCTION COORDINATOR AND FFDG PROJECT MANAGER FOR SCHEDULE REQUIREMENTS FOR REMOVAL.

EXISTING CAMERA TO BE REMOVED BY FERMILAB. SUBCONTRACTOR TO PROVIDE NEW ROOF CURBS WITH EXTERIOR INSULATION .

REFER TO SIKA DETAIL ON SHEET A-04.

CURB HEIGHT TO BE MIN.18" ABOVE MEMBRANE AND TIED TO EXISTING METAL DECKING. SIZE OF CURBS TO ACCOMMODATE CAMERA

MOUNT SHOWN IN DETAIL FOR REFERENCE ONLY CAMERA MOUNT BASE ON SHEET A-04.

PROVIDE PREFABRICATED TAPERED SUMP AT DRAINS TO PROVIDE POSITIVE DRAINAGE AND IECC COMPLIANCE OF R30 FOR INSULATION. IF COMPLIANCE IS NOT ACHIEVED THROUGH TAPERED SUMP AN ADJUSTABLE COLLAR MUST BE PROVIDED.

TO PREVENT SPLITTING OF NEW PVC MEMBRANE- SARNAFIL S327 80 MIL MEMBRANE AT DRAINS, REFER TO MANUFACTURER

GUIDELINES.

EXISTING LEADER PIPES SHALL BE CLEANED OF EXCESS BITUMEN BUILD-UP, DIRT AND DEBRIS.

SUBCONTRACTOR TO INSTALL NEW STRAINER DOMES AT DRAINS. SUBCONTRACTOR TO INSPECT EXISTING ROOF DRAINS AND INFORM FERMILAB CONSTRUCTION COORDINATOR OF ANY ISSUES THAT MAY NEED TO BE ADDRESSED TO BE SURE POSITIVE DRAINAGE IS

ACHIEVABLE.

X

GENERAL NOTES:

1. SUBCONTRACTOR IS TO VERIFY ALL INFORMATION AND DIMENSIONS IN FIELD. ANY VARIANCE IN EXISTING CONDITIONS MUST BE COMMUNICATED TO

FERMILAB CONSTRUCTION COORDINATOR.

2. REFER TO REFERENCE DRAWINGS IN SHEET LIST TABLE IN GENERAL SUBSECTION FOR EXISTING STRUCTURAL FRAMING PLAN AND DRAWINGS, EXISTING

MASONRY WALL DETAILS, AND EXISTING COPING INFORMATION.

3. SUBCONTRACTOR IS RESPONSIBLE FOR LOCATING ANY EXISTING CONDUIT LOCATIONS IN FLUTES OF METAL DECKING. CONDUITS MUST BE LOCATED , COORDINATED, AND MARKED ON ROOFING MATERIALS PRIOR TO INSTALLATION OF ANY MECHANICAL FASTENERS. CONFIRMATION WITH FERMILAB CONSTRUCTION COORDINATOR IS REQUIRED PRIOR TO INSTALLATION OF MECHANICAL FASTENERS.

4. SUBCONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING UTILITIES BEFORE COMMENCING ANY WORK. IF THE SUBCONTRACTOR FAILS TO LOCATE OR MARK SUCH UTILITIES, AND SUCH FAILURE RESULTS IN DAMAGE TO ANY UTILITY, THE SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL COSTS, INCLUDING BUT NOT LIMITED TO REPAIR, REPLACEMENT, RELOCATION , AND CONSEQUENTIAL DAMAGES, AS WELL AS

DELAY AND DISRUPTION COSTS.

5. TAPERED INSULATION SLOPE TO BE 1/4" PER FOOT AND SLOPED TO PROVIDE POSITIVE DRAINAGE.

6. INSULATION THICKNESS AT PARAPET WALLS VARIES-VERIFY BLOCKING FOR FASCIA, GRAVEL STOP AND RELATED REQUIREMENTS. ALL WOOD BLOCKING

IS TO BE FIRE RATED EXTERIOR GRADE.

7. ANY NEW METAL DECKING TO BE INSTALLED MUST BE MECHANICALLY SECURED TO STRUCTURE, TYPICAL AT ALL CLOSED ROOF OPENINGS. REFER TO

SPECIFICATIONS FOR MORE INFORMATION.

8. ALL NEW ROOFING MATERIALS MUST BE INSTALLED TO PROVIDE POSITIVE DRAINAGE TO EXISTING ROOF DRAINS.

9. REFER TO SHEET G-02 FOR SCOPE OF WORK FOR REPAIR OF MASONRY WALL.

A. IN ADDITION TO WHAT IS OUTLINED IN SPECIFICATIONS, PVC AND ASPHALT ARE NOT COMPATIBLE. SUBCONTRACTOR TO REMOVE ALL EXISTING

ASPHALTIC RESIDUE FROM INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

A.1. PENETRATIONS,

A.2. VERTICAL SURFACES (CURBS, PARAPETS, MASONRY WALLS)

A.3. PITCH POCKETS,

A.4. ROOF DRAINS AND

A.5. VENTS

11. NEW ROOF ASSEMBLY:

B. REFER TO SPECIFICATIONS FOR BASIS OF DESIGN AND MANUFACTURER GUIDELINES INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

B.1. POLYVINYL-CHLORIDE (PVC) MEMBRANE ADHERED ON

B.2. 1/2" DENSDECK PRIME ROOF BOARD ADHERED ON

B.3. VECTOR MAPPING GRID ON TOP

B.4. TAPERED INSULATION ADHERED ON

B.5. VAPOR RETARDER ADHERED ON

B.6. 1/2" DENSDECK PRIME ROOF BOARD TO BE MECHANICALLY ATTACHED TO EXISTING METAL DECKING.

EXISTING ANTENNA "B" TO BE REMOVED BY SUBCONTRACTOR IN FULL.

EXISTING HATCH TO BE REMOVED IN FULL. REFER TO SECTION DETAILS FOR MORE INFORMATION.

SUBCONTRACTOR TO INSTALL NEW WALKWAY BY SIKA CROSSGRIP XTRA REFER TO SPECIFICATIONS.

PROVIDE SARNASTOP OVER THE COMPLETED PVC MEMBRANE. INSTALL 3'-0" FROM PERIMETER EDGES AS PER MANUFACTURER

GUIDELINES. TYPICAL AT PERIMETER

NOT USED

EXISTING OVERFLOW SCUPPER TO REMAIN.

A1

A2

A3

A4

A5

A6

A7

A8

A9

A10

EXISTING LIGHTNING ROD TO REMAIN. SUBCONTRATOR SHALL PROTECT, TEMPORARILY REMOVE AND REINSTALL EXISTING LIGTN ING PROTECTION COMPONENTS AS REQUIRED FOR NEW WORK OR REPAIRS, WITHOUT COMPRIMISING SYSTEM PERFORMANCE. PRIOR

TOREMOVAL, THE SUBCONTRACTOR SHALL DOUMENT EXISTING CONDITIONS.

A11

EXISTING LOWER BAY ROOFS ARE NOT IN SCOPE. THESE ROOFS ( EQUIPMENT NUMBERS - R785R02.1, R78R02(MIDDLE), AND R78R02(LOWER) ARE UNDER 20 YEAR WARRANTY WITH JOHNS MANVILLE. ANY WORK REQUIRED FOR MASONRY WALL REPAIR THAT MAY IMPACT ROOF MUST MEET WARRANTY REQUIREMENTS. SUBCONTRACTOR IS TO CONTACT JOHNS MANVILLE PRIOR TO MOVING FORWARD

WITH ANY REPAIR OR ALTERATION.

JOHNS MANVILLE CONTACT: AMY GARDNER, MIDWEST OWNER SERVICES SPECIALIST 800-922-5922, OPTION #1 X 6472

GUARANTEE NUMBER: ANM128161397

EXPIRATION DATE: FEBRUARY 11, 2045

JOB NAME : FERMILAB - MINOS (785)

DATE OF COMPLETION: FEBRUARY 11, 2025

A12

A5 A6

A2

A1

A1

A11

A2

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ISSUED FOR CCR 05/29/26

1/8"=1'-0" 8 0 8 16

SCALE FEET

ISSUED FOR BIDDING 08/03/26

7856-7-9

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

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

1ROOF PLAN

PROJECT

NORTH

E

S

W

N.T.S. A-01

5PHOTO OF MASONRY WALL AT HIGH BAY

N.T.S. A-01

4ANTENNA A

PHOTO OF EXIST.

N.T.S. A-01

2TYP. ROOF DRAIN

PHOTO OF

N.T.S. A-01

3EXIST. LIGHTNING ROD

PHOTO OF ANTENNAE AND

NOM.NOM. NOM.

FACE BRICK

EL. VARIES

TOP OF MASONRY

SLOPE

SLOPE

EXIST. LIMESTONE COPING

EL. VARIES

TOP / STEEL

4"4" 10"

A-02

EXTERIOR GRADE FIRE TREATED

WOOD BLOCKING

SPECIFIED

SARNIFIL

SECUREMENT

1'

-2 pe r m fg . s ta nd ar ds

STEEL ANGLE SEE ROOF FRAMING

PLAN

EXIST. METAL DECKING

ROOF ASSEMBLY - SEE DETAIL

PROVIDE VAPOR RETARDER SA106- SELF ADHERED

PROVIDE TAPERED INSULATION

ADHERED PER SPECIFICATIONS

PROVIDE 1/2" DENSDECK

PRIME COVERBOARD-

ADHERED

EXISTING METAL DECKING

PVC MEMBRANE - SARNAFIL PVC G410 80 MIL.

ADHERED

SUBCONTRACTOR MUST LOCATE EXISTING UTILITIES AND ELECTRICAL CONDUITS BELOW

EXISTING ROOF DECKING AND WITHIN FLUTES OF DECKING. SUBCONTRACTOR MUST

REFER TO GENERAL NOTES ON SHEET G-02, SPECIFICATIONS, AND PROVIDE A SAFETY PLAN

FOR ROOF WORK RELATING TO CONDUITS/UTILITIES UNDER EXISTING ROOF DECKING.

PVC MEMBRANE

HEAT- WELDED LAP

PER MANUFACTURERS

GUIDELINES AND

SPECIFICATIONS

VECTOR

MAPPING

GRID ON

TAPERED

INSULATION

NOTES:

1. SUBCONTRACTOR MUST WALK THROUGH BUILDING PRIOR TO WORK COMMENCING TO LOCATE

AND MARK WHERE ANY UTILITIES, AND ELECTRICAL CONDUITS ARE LOCATED UNDER THE

EXISTING ROOF DECKING AND WITHIN FLUTES OF DECKING.

2. SUBCONTRACTOR MUST REFER TO GENERAL NOTES ON SHEET G-02 AND SPECIFICATIONS

REGARDING PROCEDURES FOR MECHANICAL FASTENING TO EXISTING ROOF DECKING.

SUBCONTRACTOR MUST PROVIDE A SAFETY PLAN TO ENSURE NO MECHANICAL FASTENERS

WILL NOT PENETRATE EXISTING CONDUITS UNDER ROOF DECKING.

3. AS PER SPECIFICATIONS, PROVIDE ENHANCED SECUREMENT AT PERIMETER AND CORNER

ZONES OF ROOF.

4. HEAT WELD ALL SEAMS TO FORM CONTINUOUS WATERTIGHT SYSTEM.

5. ALL PRODUCTS TO BE ADHERED PER SPECIFICATIONS AND MANUFACTURER GUIDELINES.

5.1. INCREASE ADHESIVE DENSITY AND MECHANICAL FASTENERS AT PERIMETER AND CORNER

ZONES PER WIND UPLIFT REQUIREMENTS.

5.2. REFER TO SPECIFICATIONS FOR MORE INFORMATION.

MECHANICAL FASTENERS

PER MANUFACTURER

GUIDELINES

1/2" DENSDECK PRIME THERMAL BARRIER -

MECHANICALLY ATTACHED TO METAL DECKING

PER MANUFACTURER GUIDELINES. REFER TO

GENERAL NOTES AND SPECIFICATIONS.

NOTE: THIS DETAIL TO BE USED AS REFERENCE FOR OVERFLOW SCUPPERS. NO METAL BOX SCUPPER IS EXISTING.

PROVIDE OVERFLOW SCUPPER WITH SARNACLAD METAL IF REQUIRED.

PROVIDE VECTOR MAPPING

GRID PER SPECIFICATIONS

NOTES:

Fluid-Applied Membrane System, 30-Year Warranty:

Sikalastic RoofPro 30, Sika Reemat Premium:

1. Base Layer: Sikalastic 641 Lo-VOC, 50 mils wet-film thickness; approximately 32 sq. ft. per gallon coverage rate.

2. Top Layer No. 1: Sikalastic 641 Lo-VOC, 23 mils wet-film thickness; approximately 69 sq. ft. per gallon coverage rate.

3. Top Layer No. 2: Sikalastic 641 Lo-VOC, 38 mils wet-film thickness; approximately 42 sq. ft. per gallon coverage rate.

Total System Thickness: 111 mils wet-film thickness.

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MINOS HIGH BAY ROOF REPLACEMENT

and MASONRY WALL REPAIR

A-02

/0

3/

IS

SU

E

FO

R B

ID

ROOFING DETAILS

ISSUED FOR CCR 05/29/26

3/4"=1'-0" 1 0 2 31

SCALE FEET

ISSUED FOR BIDDING 08/03/26

7856-7-9

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

NTS A-02

1MEMBRANE AT MASONRY WALL

SECTION DETAIL AT LIQUID APPPLIED

3/4"= 1'-0" A-02

2 WALL AND ROOF MEMBRANE

SECTION DETAIL AT MASONRY

NTS A-02

3DETAILS FOR PROPOSED ROOF ASSEMBLY

NTS A-02

5TYP. COVER STRIP AT SEAM DETAIL NTS A-02

4AND SARNAFASTENER DETAIL

FOUR FOOT PERIMETER SARNABAR

NTS A-02

3TYP. SCUPPER BOX DETAIL

TOP / STEEL

EL. 782'-6" @ 2'x8' HATCH

REMOVE EXISTING ROOF ASSEMBLY AS PER

SPECIFICATIONS

REMOVE EXISTING 2'-0" x 8'-0" TOPSIDE ACCESS

HATCH IN FULL.

REMOVE EXISTING HATCH CURB WITH INTERNAL CAP FLASHING

REMOVE EXISTING ROOF ASSEMBLY AS

PER SPECIFICATIONS

REMOVE EXISTING ROOF COUNTER

FLASHING AS PER SPECIFICATIONS

EXISTING STRUCTURE -REFER TO STRUCTURAL FRAMING PLAN

REMOVE EXIST. L 5 X 3 X 1/4" FRAME FIELD WELDED TO

STRUCTURE THAT PROTRUDES ABOVE METAL DECKING.

TOP / STEEL

EL. 782'-3 1/2"

NOTE:

REFER TO STRUCTURAL FRAMING PLAN FOR OPENING LOCATION

AND STRUCTURAL MEMBER INFORMATION

TOP / STEEL

EL. 782'-6" @ 2'x8' HATCH

PROVIDE NEW METAL DECKING TO COVER HATCH

OPENING. NEW DECKING TO MATCH EXISTING PROFILE

AND GAUGE. PROVIDE SUPPLEMENTAL STEEL

SUPPORTS AS REQUIRED. SECURE IN ACCORDANCE

WITH SDI STANDARDS.

LIQUID APPLIED MEMBRANE (FLUID

APPLIED MEMBRANE) AS PER

SPECIFICATIONS AND MANUFACTURER'S

RECOMMENDATIONS

EXISTING STRUCTURE -REFER TO STRUCTURAL FRAMING PLAN

TOP / STEEL

EL. 782'-3 1/2"

NOTE:

REFER TO STRUCTURAL FRAMING PLAN FOR OPENING LOCATION

AND STRUCTURAL MEMBER INFORMATION

PROVIDE NEW ROOF ASSEMBLY AS PER SHEET A-01 AND

SPECIFICATIONS

A-02

SIM.

A-02

SIM.

EXISTING MASONRY WALL SEE SHEET A-02

AND GENERAL NOTES FOR MASONRY

WALL REPAIR FOR MORE INFORMATION

EXISTING MASONRY WALL SEE DETAIL

4/A-04 FOR MORE INFORMATION

TOP / FASCIA COPING

EL. 784'-6"

TOP / STEEL

EL. 782'-6"

A 1 B 5

A-03

EXIST. CONT. BENT PLATE CLOSURE.

TYPICAT AT PERIMETER OF BUILDING

LINES AT COLUMN LINES 1, 5, A AND B.

1 1/2" FLUSH EXTERIOR INSULATED

METAL PANEL

2" INTERIOR INSULATED METAL

LINER PANEL

EXIST. GALV. 1/2" SUBGIRT

PROVIDE NEW ROOF ASSEMBLY

AS PER SHEET A-01 AND

SPECIFICATIONS

EL. 782'-6"

TOP / STEEL

EL. 784'-6"

TOP / FASCIA COPING

EL. 783'-6"

BOT / FASCIA COPING

B

6"

3" 3"

EXIST. CONT. 3/16" X 12" X 4 1/2"

BENT PLATE AT PERIMITER OF

BUILDING. REMOVE EXISTING

WOOD BLOCKING ATTACHED TO

BENT PLATE FOR NEW ROOF

ASSEMBLY

REFER TO STRUCTURAL

FRAMING PLAN

EXIST. STEEL PLATE

PROVIDE SEALANT

3,5 A-04

A-03

PROVIDE 20 GA. CAP FLASHING. WRAP

OVER TOP OF PARAPET WALL.

COORDINATE WITH ROOF FLASHING

AS PER MANUFACTURER GUIDELINES

WRAP VAPOR RETARDER UP TO

TOP OF WOOD NAILER

EXIST. 3" X 12" WIDE OVERFLOW

OPENING REFER TO 3/A-03

PROVIDE NEW ROOF ASSEMBLY

AS PER SHEET A-01 AND

SPECIFICATIONS

EL. 784'-6"

TOP / FASCIA COPING

4" 2"

3"

1' -0

EXISTING COPING TO

REMAIN

EXISTING CONT. 16 GA.

GALVANIZED CLEAT TO

REMAIN

SARNAFIL G49 60 MIL. FLASHING

AS PER MANUFACTURER

GUIDELINES

EXISTING FLASHING TO

REMAIN AND OVERLAP

ONTO THE METAL

EXTENDER PIECE

TYPICAL

NOTE:

PROVIDE FASTENERS THAT WILL PREVENT GALVANIC CORROSION WITH EXISTING SIDING AND

ADJACENT MATERIALS. PROVIDE FASTENERS OF STAINLESS STEEL OR HOT-DIP GALVANIZED STEEL

CORROSION RESISTANT, COMPATIBLE WITH ADJOINING MATERIALS.

PRIOR TO INSTALLATION OF PVC MEMBRANE AND FLASHING, ALL EXISTING ASPHALT-BASED

(BITUMINOUS) COATINGS, MASTIC AND RESIDUE ON PARAPETS SHALL BE COMPLETELY REMOVED TO

REVEAL CLEAN SOUND, AND DRY SUBSTRATE TYPICAL.

ALUMINUM TAPE

GROMMETED FASTENER

FASTENED AT 12" O.C.

CORROSION RESISTANT,

GASKETED, AND MANUFACTURER

APPROVED TYPICAL

SARNASTOP AT BASE OF WALL

OR CURB FASTENED AT 12" O.CO.

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07/15/26JAD

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6-7-126

MINOS HIGH BAY ROOF REPLACEMENT

and MASONRY WALL REPAIR

A-03

/0

3/

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SU

E

FO

R B

ID

ROOFING DETAILS

ISSUED FOR CCR 05/29/26

1"=1'-0"

SCALE FEET

ISSUED FOR BIDDING 08/03/26

7856-7-9

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

1"= 1'-0" A-03

1AT EXISTING HATCH

DEMOLITION SECTION DETAIL

1"= 1'-0" A-03

2AT EXISTING HATCH

PROPOSED SECTION DETAIL

NTS A-03

3WALL WITH METAL COPING CAP

SIKA DETAIL AT PARAPET

NTS A-03

4DETAIL AT EXISTING HATCH

EXISTING STRUCTURAL SECTION

3"= 1'-0" A-03

5SECTION DETAIL AT COPING

1"= 1'-0" A-03

6SECTION DETAIL AT PARAPET WALL

3"=1'-0"

SCALE FEET

'-0

'-0

3 1/2" X 3 1/2" X 1/2" X 2

1/2" WIDE

STEEL ANGLE

(TYP.)

3/4" DIA. STEEL RUNGS

WELDED (TYP.)

1/4" DIA.

FLATHEAD

EXP. BOLT

2 1/2" MIN.

EMBEDMENT

CMU WALL

2 1/2" X 1/2" STEEL

SIDE RAILS (TYP.)

CONC. FLOOR

(T

YP

2'-0"

1/2" STEEL BENT PLATE

8" X 3" X 2" WIDE

CONTINUOUS WELD

TO LADDER

6'-0" O.C. (TYP.)

2 1/2" X 1/2" STEEL

SIDE RAILS (TYP.)

1/4" MIN CLEARANCE TO

SHEET METAL ROOF JACKET

PRIME FLANGE BEFORE STRIPPING.

SET IN MASTIC OVER ROOFING.

3" MIN TO 4" MAX FLANGE

STRIP IN W/ 2 LAYERS

ROOF FLASHING.

RECOMMENDATION

DECK MFR'S

ATTACH PER STEEL

STL CLOSURE PLATE

14 GA. MIN GALV

PL 1/2"X1'-0"X1'-0"

PIPE

UMBRELLA AND TO PIPE.

MIN 8" ABOVE ROOFING

NOTE:

4" SQUARE SCH. 80

PL 1/2"X5 1/2"X5 1/2"

5/8" DIA STL ROD

REFER TO NOTE

METAL WATERTIGHT

METAL DRAW BAND

3/16

3/16

TYP

SEALANT

UMBRELLA

1/4

3/16

6 SIDES

1' -8

FIELD PAINT ALL EXPOSED STEEL

NOTE:

HOT PITCH POCKET

4"

2"

4"

WOOD NAILER

SEAL TIGHT w/

BATT INSULATION

4"

APPROX 2" TO 4"

ACCOMMODATE INSUL.

BLOCKING, ETC. TO

HT. OF PIPE, FLASHING,

INSUL. - INCREASE

THICKNESS

NOTE FOR NEW ROOF:

SUBCONTRACTOR TO REMOVE ALL EXISTING ASPHALTIC RESIDUE FROM THE PENETRATION, AS PVC AND ASPHALT ARE NOT COMPATIBLE.

NOTE:

REFER TO NOTE ON SHEET A-01 AND SPECIFICATIONS FOR MORE INFORMATION ON CAMERA CURBS.

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07/15/26JAD

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07/15/26

6-7-126

MINOS HIGH BAY ROOF REPLACEMENT

and MASONRY WALL REPAIR

A-04

/0

3/

IS

SU

E

FO

R B

ID

ROOFING DETAILS

ISSUED FOR CCR 05/29/26

ISSUED FOR BIDDING 08/03/26

7856-7-9

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES

DIRECTORATE

N.T.S. A-04

4EXISTING LADDER DETAILS

FRONT ELEVATION

SIDE ELEVATION

N.T.S. A-04

1EXISTING ANCHOR TIE SECTION DETAIL

FOR REFERENCE ONLY

N.T.S. A-04

2TYP. PIPE PENETRATION FLASHING

NTS A-04

6 FOR REFERENCE ONLY CAMERA MOUNT BASE

NTS A-04

3TYP. FLASHING AT EQUIP. CURB

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

STEEL LADDER

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text I

AutoCAD SHX Text