Attachment B _ Construction Documents.pdf

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1. DO NOT SCALE DRAWINGS. USE ALL WRITTEN DIMENSIONS ONLY. CONTRACTOR TO SUBMIT ANY DISCREPANCIES TO THE ARCHITECT FOR

CLARIFICATION.

2. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS, SITE VISITS AND OWNER INPUT. THE CONTRACTOR SHALL VERIFY

THAT THESE DRAWINGS CORRESPOND TO EXISTING FIELD CONDITIONS.

3. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES BEFORE PROCEEDING WITH WORK.

4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN

THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS.

5. PROVIDE SEPARATION BETWEEN ALL DISSIMILAR METALS.

6. CONTRACTOR SHALL PROVIDE HOISTING, RIGGING, CRANES, ETC. THAT ARE REQUIRED TO SAFELY MOVE EQUIPMENT AND MATERIALS FROM THE ROOF TO GRADE AND EQUIPMENT AND MATERIALS ONTO THE ROOF FROM GRADE AT NO ADDITIONAL COST TO THE OWNER.

7. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, AND ALL MANUFACTURER'S

RECOMMENDATIONS.

8. DAMAGE TO THE EXISTING SITE AND BUILDING SHALL BE REPAIRED. ALL REPAIRS SHALL BE APPROVED BY OWNER. ALL REPAIRS SHALL BE

PERFORMED AS PART OF THIS CONTRACT WITHOUT ADDITIONAL COST TO OWNER.

9. THE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CARE SHALL BE TAKEN TO PROTECT ALL

UTILITIES WHICH ARE TO REMAIN.

10. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION, SHORING, SUPPORT AND ALL STAGING, SCHEDULING, MATERIAL DELIVERIES AND OTHER ITEMS THAT AFFECT THE SEQUENCE OF CONSTRUCTION OR SCHEDULING THE CONSTRUCTION PROJECT.

11. THE SITE SHALL BE KEPT IN A CLEAN AND ORDERLY MANNER AT ALL TIMES. THE CONTRACTOR A SHALL BE RESPONSIBLE FOR DISPOSING

OF DEBRIS IN A CONSISTENT AND LEGAL MANNER.

12. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD.

13. ALL BIDDING CONTRACTORS SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID. ALL BIDDERS SHALL BE FAMILIAR WITH THE SITE AND ALL

EXISTING CONDITIONS.

14. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING ALL NECESSARY SAFETY MEASURES REQUIRED.

15. IN THE EVENT THE OWNER, THE OWNER'S CONTRACTORS OR SUBCONTRACTORS, OR ANYONE FOR WHICH THE OWNER IS LEGALLY LIABLE MAKES OR PERMITS TO BE MADE ANY CHANGES TO THE CONSTRUCTION DOCUMENTS PREPARED BY PRECISION PLANNING, INC.

RELATING TO THIS PROJECT WITHOUT OBTAINING PRECISION PLANNING, INC.'S PRIOR WRITTEN CONSENT, THE OWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE RESULTS OF SUCH CHANGES. THEREFORE THE OWNER AGREES TO WAIVE ANY CLAIM AGAINST PRECISION PLANNING, INC. AND TO RELEASE PRECISION PLANNING, INC. FROM ANY LIABILITY ARISING DIRECTLY OR INDIRECTLY FROM

SUCH CHANGES.

16. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR AS NOTED IS INDICATED FOR ONE CONDITION, IT SHALL APPLY FOR ALL

LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.

17. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION.

18. ACCESS TO BUILDING AND WORKING TIMES SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER.

19. ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW.

20. REMOVE ONLY THOSE PORTIONS OF EXISTING CONSTRUCTION NECESSARY TO ACCOMMODATE THE NEW WORK. PROVIDE PATCHING OF

EXISTING ASSEMBLIES AS REQUIRED. NEW PATCHING MATERIALS SHALL MATCH EXISTING.

21. ENSURE SAFE PASSAGE OF THE PUBLIC AROUND CONSTRUCTION AREAS. ERECT TEMPORARY FENCING / BARRICADES AROUND

CONSTRUCTION AREA AS REQUIRED TO PROTECT THE PUBLIC FROM SAFETY HAZARDS.

22. CONDUCT DEBRIS REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH AND DAMAGE TO ROADS, STREETS, CURBS, CURB INLETS, DRAINS, WALKS, WALKWAYS, LANDSCAPING AND OTHER ADJACENT FACILITIES. ALL DAMAGE SHALL BE REPAIRED AT

CONTRACTOR'S EXPENSE.

23. CURRENTLY TAGGED AND FULLY CHARGED PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED BY CONTRACTOR AND KEPT READILY

ACCESSIBLE DURING ALL CONSTRUCTION ACTIVITIES.

24. WORK SHALL BE IN COMPLIANCE WITH NFPA 241 - STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION

OPERATIONS CURRENT ADDITION.

25. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AND PERSONNEL DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.

CONSTRUCTION DOCUMENTS FOR:

2661 HOG MOUNTAIN ROAD

RE-ROOF

OCONEE COUNTY CIVIC CENTER

WATKINSVILLE, GEORGIA 30677

INTERIOR ELEVATION1 A5.2

XXX

MATCH LINE

101A

PLAN KEYNOTESA

A

PX

E1

A5.2

A5.2

PROPERTY LINE

BREAK LINE

REVISION NUMBER

ELEVATION LINE

COLUMN REFERENCE

EXTERIOR FINISH TYPE

WINDOW REFERENCE

PARTITION TYPE

DOOR REFERENCE

DETAIL REFERENCE

SECTION REFERENCE

EXTERIOR ELEVATION

DRAWING TITLE

ENLARGED PLAN DETAIL

ROOM NAME & NUMBER

XX

AX.X SCALE 1/X" = 1'-0"

N

X

AX.X

X

AX.X

INTERNATIONAL BUILDING CODE (IBC):

2018 EDITION WITH GEORGIA AMENDMENTS - 2020, 2022, 2024 AND 2025

NATIONAL ELECTRICAL CODE (NFPA):

2023 EDITION

INTERNATIONAL FUEL GAS (ICC):

2018 EDITION WITH GEORGIA AMENDMENTS - 2020 AND 2022

INTERNATIONAL MECHANICAL CODE (IMC):

2018 EDITION WITH GEORGIA AMENDMENTS - 2020 AND 2024

INTERNATIONAL PLUMBING CODE (IPC):

2018 EDITION WITH GEORGIA AMENDMENTS - 2020, 2022, 2023 AND 2024

INTERNATIONAL ENERGY CONSERVATION CODE:

2015 EDITION WITH GEORGIA SUPPLEMENTS AND AMENDMENTS - 2020, 2022 AND 2023

INTERNATIONAL EXISTING BUILDING CODE:

2018 EDITION WITH GEORGIA AMENDMENTS - 2021

FIRE CODES:

INTERNATIONAL FIRE CODE (IFC):

2018 EDITION WITH 2020 AMENDMENTS

NFPA 101 LIFE SAFETY CODE:

2018 EDITION

US DEPARTMENT OF JUSTICE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN:

2010 EDITION

OCGA TITLE 25 AND 30 AND CHAPTER 120 OF FIRE COMMISSIONER'S RULES AND

REGULATIONS.

THE FOLLOWING CODES SHALL GOVERN THIS PROJECT FOR 2025

SHEET TITLE

COVER SHEETCS

SHEET

OWNER:

ARCHITECT: PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GEORGIA 30046

770-338-8000

CONTACT: LANCE DAVIS, PROJECT ARCHITECT

PROJECT NAME: OCONEE COUNTY CIVIC CENTER RE-ROOF

PROJECT ADDRESS: 2661 HOG MOUNTAIN ROAD

WATKINSVILLE, GA 30677

OCCUPANCY: ASSEMBLY

SPRINKLERED OR UNSPRINKLERED: SPRINKLERED

FIRE ALARM: YES

CONSTRUCTION TYPE (IBC): IIB

BUILDING HEIGHT: HIGHEST PORTION OF ROOF IS APPROXIMATELY 57'

ABOVE GRADE ACCORDING TO ORIGINAL DRAWINGS

ARCHITECTURAL

A3.1 ROOF PLAN AND DETAILS

THIS PROJECT GENERALLY CONSISTS OF THE FOLLOWING:

1. REMOVE AND REINSTALL LIGHTNING PROTECTION. (ROOFING CONTRACTOR SHALL HIRE CERTIFIED LIGHTNING

PROTECTION CONTRACTOR).

2. REMOVE AND REINSTALL ROOF TOP SMOKE VENTS IN SAME LOCATION (IF REQUIRED FOR PROPER FLASHING OF

CURBS). IF REQUIRED, RAISE SMOKE VENTS SUPPORTED ON CURBS TO COMPLY WITH ROOF MANUFACTURER'S

WARRANTY REQUIREMENTS.

3. REMOVE EXISTING ABANDONED LARGE GAS EXHAUST FLUE AT NORTHEAST END OF ROOF AND PATCH OPENING AS

REQUIRED IN ORDER TO COVER WITH NEW ROOF.

4. REMOVE EXISTING GUTTERS AND DOWNSPOUTS AND DISCARD. INSTALL NEW PRESSURE TREATED WOOD

BLOCKING TO MATCH THE NEW ROOF HEIGHT AT ROOF EDGE AS REQUIRED.

5. REMOVE EXISTING SKYLIGHT AT TOP OF ROTUNDA AND DISCARD. INSTALL NEW FRAMING AND PLYWOOD AT

OPENING IN ORDER TO COVER WITH NEW ROOFING SYSTEM.

6. INSTALL NEW PREFORMED FLUTE FILLER RIGID INSULATION BOARDS. PREFORMED FLUTE FILLER RIGID INSULATION SHALL BE ADEQUATE THICKNESS TO FILL FLUTES TO THE HEIGHT OF EXISTING STANDING SEAMS.

7. INSTALL NEW COVER BOARD AND TPO ROOFING WITH CONTOUR RIBS MIMICKING A STANDING SEAM METAL ROOF

AS SPECIFIED.

8. INSTALL NEW FLASHING AS REQUIRED.

9. AT EXISTING HEADWALL CONDITIONS, THE NEW TPO ROOFING ASSEMBLY SHALL TURN UP AS REQUIRED FOR ROOF

WARRANTY COVERAGE. EXISTING EIFS HEAD WALLS SHALL BE MODIFIED AS REQUIRED FOR PROPER TPO

TERMINATION FOR ROOF WARRANTY COVERAGE.

10.INSTALL NEW GUTTERS AND DOWNSPOUTS. NEW GUTTERS AND DOWNSPOUTS SHALL BE SAME COLOR AS EXISTING. NEW DOWNSPOUTS SHALL HAVE TERMINATION ASSEMBLIES AT GRADE TO MATCH EXISTING CONDITIONS.

(EXAMPLE: SPLASHBLOCKS AT SOME LOCATIONS AND TIE INTO EXISTING DRAINAGE SYSTEM AT OTHER LOCATIONS)

11.PAINT EXISTING ROOF TOP SMOKE VENTS TO MATCH NEW ROOF COLOR.

12.INSTALL NEW EXHAUST FLUE FROM EXISTING GAS DUCT FURNACE THROUGH EXTERIOR WALL AT MECHANICAL

ROOM LOCATED AT NORTHEAST END OF BUILDING.

THIS BUILDING WILL BE OCCUPIED AND OPERATIONAL DURING ROOF REPLACEMENT PROJECT.

SCHEDULING THE WORK WILL HAVE TO BE COORDINATED WITH OWNER'S OPERATIONS.

OCONEE COUNTY BOARD OF COMMISSIONERS

7635 MACON HIGHWAY, BOX 100

WATKINSVILLE, GEORGIA 30677

706-769-3905

CONTACT: BOBBY RENO, DIRECTOR OF FACILITIES

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MECHANICAL: JOHNSON SPELLMAN AND ASSOCIATES, INC.

350 RESEARCH COURT

PEACHTREE CORNERS, GEORGIA 30046

MECHANICAL

M1-M4 NEW GAS EXHAUST FLUE ROUTING DRAWINGS

AutoCAD SHX Text General Notes

AutoCAD SHX Text Room Name

AutoCAD SHX Text

XX

AutoCAD SHX Text Symbols Legend

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

DIMENSION LINE TO FINISH ASSEMBLIES

AutoCAD SHX Text

DIMENSION LINE TO COLUMN CENTER LINE

AutoCAD SHX Text

DIMENSION LINE TO FACE OF STUD OR MASONRY

AutoCAD SHX Text N

AutoCAD SHX Text Job North

AutoCAD SHX Text

ORIENTATION MARKER W/ TRUE NORTH

AutoCAD SHX Text Building Codes

AutoCAD SHX Text Drawing Index

AutoCAD SHX Text Project Directory

AutoCAD SHX Text Project Information

AutoCAD SHX Text Project Description

AutoCAD SHX Text 11/17/2025

AutoCAD SHX Text

RELEASE FOR BIDDING

RIDGERIDGE

R

ID

G E

RIDGE

RIDGE

RID

GE

RID

GE

RID

GE

RIDGE 1

A3.1

1 11

A3.1

A3.1

SIM.

A3.1

6 SIM.

A3.1

VA

LL

EY

VALLEY

VALLEY VA

LL

EY

A3.1

A3.1

INDICATES OUTSIDE EDGE OF EXISTING

W8X18 BELOW

INDICATES INSIDE EDGE OF EXISTING 2X4

CURB

OUTSIDE EDGE OF NEW 2X10 ALIGNS WITH

OUTSIDE EDGE OF EXISTING 2X4 CURB

NEW 2X10 SPACED AT 12" O.C. MAXIMUM

NEW 2X10 BLOCKING AT MID-SPAN

A3.1

NEW 3/4" PLYWOOD ON TOP OF NEW

FRAMING TO COVER OPENING

EXISTING W8X18

NEW TAPERED RIGID INSULATION

NEW 2X10 SPACED AT 12" O.C. MAXIMUM

NEW 3/4" PLYWOOD ON TOP OF NEW

FRAMING TO COVER OPENING

EXISTING 2X4 CURB- INSPECT FOR ROT AND

REPORT FINDINGS TO OWNER AND

ARCHITECT PRIOR TO PLACEMENT OF NEW

CONSTRUCTION

NEW TPO ROOFING MEMBRANE COVERS

TOP AND EXTENDS DOWN SIDES ONTO

MAIN ROOF

NEW 2X10 HEADER AT PERIMETER OF

OPENING- SECURELY ATTACH TO

EXISTING CURB

NEW 1/2" GYPSUM BOARD ATTACHED

WITH SCREWS. PROVIDE LEVEL 4 FINISH,

PRIME AND APPLY TWO COATS OF PAINT

INSTALL NEW PLYWOOD AT VERTICAL

SURFACE IF REQUIRED FOR TPO BACKING

10'-0"

'-0

NOTE:

THIS DETAIL WAS DEVELOPED BASED ON EXISTING DRAWINGS. IT IS

ASSUMED THAT EXISTING CONDITIONS MATCH THE ORIGINAL

DRAWING DETAIL INDICATED ABOVE.

CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT IF EXISTING

CONDITIONS ARE DIFFERENT.

NOTE:

DIMENSIONS ARE BASED ON EXISTING

DRAWINGS. CONTRACTOR SHALL NOTIFY

OWNER AND ARCHITECT IF EXISTING

CONDITIONS ARE DIFFERENT.

COVER PLYWOOD WITH TAPERED RIGID

INSULATION FORMING PEAK IN MIDDLE.

PROVIDE MINIMUM SLOPE AS REQUIRED TO

COMPLY WITH ROOF WARRANTY

REQUIREMENTS. INSTALL COVER BOARD

AND TPO ROOF

NEW COVER BOARD AND TPO ROOFING

NEW TPO ROOFING MEMBRANE

COVERS OFFSET AND EXTENDS

DOWN MAIN ROOF

INSTALL NEW BLOCKING/PLYWOOD

AT VERTICAL SURFACE IF

REQUIRED FOR TPO BACKING

APPROXIMATELY 12" VERTICAL

OFFSET

NOTE:

THIS DETAIL WAS DEVELOPED BASED ON EXISTING DRAWINGS. IT IS

ASSUMED THAT EXISTING CONDITIONS MATCH THE ORIGINAL

DRAWING DETAIL INDICATED ABOVE.

CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT IF EXISTING

CONDITIONS ARE DIFFERENT.

NEW TPO ROOFING MEMBRANE

NEW DRIP EDGE FASCIA WITH

PROPER TPO TERMINATION AS

REQUIRED FOR ROOF WARRANTY

COVERAGE. REMOVE EXISTING

METAL FLASHING AND INSTALL

NEW BLOCKING AS REQUIRED

TERMINATE NEW TPO ROOFING AT

HEADWALL AS REQUIRED FOR

ROOF WARRANTY COVERAGE.

MODIFY EXISTING EIFS AND

MODIFY OR INSTALL NEW

BLOCKING AS REQUIRED. EIFS

SHALL BE PROPERLY TERMINATED

TO PROVIDE A WATERTIGHT JOINT

AT TPO TERMINATION

NEW CARLISLE RIGID FLUTE FILL

INSULATION BETWEEN RIBS OF

EXISTING STANDING SEAM ROOF

NOTE:

THIS DETAIL WAS DEVELOPED BASED ON EXISTING DRAWINGS. IT IS

ASSUMED THAT EXISTING CONDITIONS MATCH THE ORIGINAL

DRAWING DETAIL INDICATED ABOVE.

CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT IF EXISTING

CONDITIONS ARE DIFFERENT.

EXISTING STANDING SEAM

METAL ROOF- RIBS ARE

2.5" TALL AND 18" O.C.

NEW CARLISLE RIGID

FLUTE FILL INSULATION

NO GAP GREATER THAN

1/4" - TYPICAL

NEW 1/2" DENSDECK PRIME

COVER BOARD

NEW CARLISLE FLEECEBACK

115-MIL STANDARD GRAY

TPO

18"

1/

2"

18"

NEW CARLISLE CONTOUR

RIB- COLOR TO MATCH TPO

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A3.1

SCALE 3/32" = 1'-0"

1. APPROXIMATE AREA OF ROOF IS 28,972 S.F.

2. ALL ROOF PENETRATIONS, EQUIPMENT AND CONDITIONS MAY NOT BE INDICATED ON ROOF PLAN.

ROOF PLAN WAS PREPARED FROM ORIGINAL DRAWINGS AND SITE VISITS.

3. ALL ROOF PENETRATIONS SHALL BE INSTALLED BY THE ROOFER AND SHALL BE WATERTIGHT AND

SHALL NOT VOID ROOF WARRANTY.

4. PROVIDE ROOF CRICKETS ON HIGH SIDE OF EQUIPMENT CURBS AS REQUIRED FOR ROOF WARRANTY

COVERAGE.

5. ALL ROOF DETAILS SHALL BE APPROVED BY THE ROOF MANUFACTURER FOR WARRANTY COVERAGE.

6. ALL NEW EDGE METAL SHALL BE ES-1 COMPLIANT.

7. REMOVE AND REINSTALL LIGHTNING PROTECTION. LIGHTNING PROTECTION CONNECTIONS TO ROOF

SYSTEM SHALL COMPLY WITH ROOF MANUFACTURER REQUIREMENTS FOR WARRANTY COVERAGE.

8. RAISE EXISTING ROOF TOP SMOKE VENTS IF REQUIRED TO OBTAIN PROPER FLASHING HEIGHT AND

COMPLIANCE WITH ROOF MANUFACTURER REQUIREMENTS FOR WARRANTY COVERAGE.

9. NEW GUTTERS AND DOWNSPOUTS SHALL BE SAME COLOR AS EXISTING. NEW DOWNSPOUTS SHALL

HAVE TERMINATION ASSEMBLIES AT GRADE TO MATCH EXISTING CONDITIONS. (EXAMPLE:

SPLASHBLOCKS AT SOME LOCATIONS AND TIE INTO EXISTING DRAINAGE SYSTEM AT OTHER

LOCATIONS).

REPLACE GUTTER AND DOWNSPOUTS. INSTALL NEW PRESSURE TREATED WOOD BLOCKING TO MATCH NEW ROOF HEIGHT AT ROOF EDGE AS REQUIRED. NEW GUTTERS SHALL BE LOCATED HIGH ENOUGH SO

THAT WATER LEAVING ROOF DOES NOT OVERSHOOT FRONT EDGE

REMOVE METAL FASCIA AND INSTALL NEW DRIP EDGE FASCIA ALONG EAVE PER TPO ROOFING

MANUFACTURER'S REQUIREMENTS FOR WARRANTY COVERAGE. INSTALL NEW PRESSURE TREATED

WOOD BLOCKING AS REQUIRED. GUTTER AND DOWNSPOUTS ARE NOT LOCATED AT THIS SECTION OF

ROOF.

REMOVE METAL RAKE TRIM AND INSTALL NEW DRIP EDGE FASCIA ALONG ROOF RAKE PER TPO ROOFING

MANUFACTURER'S REQUIREMENTS FOR WARRANTY COVERAGE. INSTALL NEW PRESSURE TREATED

WOOD BLOCKING AS REQUIRED.

4 EXISTING SMOKE VENT TO REMAIN. PAINT EXISTING SMOKE VENT TO MATCH NEW ROOF COLOR. IF

REQUIRED FOR ROOF WARRANTY COVERAGE, RAISE CURB OF EXISTING SMOKE VENT.

5 EXISTING BARREL VAULT ROOF.

6 REMOVE EXISTING SKYLIGHT AND INSTALL NEW FRAMING AND PLYWOOD COVERED WITH NEW TAPERED

INSULATION AND TPO ROOF. REFER TO DETAILS 2 AND 3 ON THIS SHEET.

A3.1

NOT TO SCALEA3.1

SCALE 1/2" = 1'-0" A3.1

NOT TO SCALE

A3.1

SCALE 1" = 1'-0"

A3.1

NOT TO SCALE

REMOVE EXISTING ABANDONED LARGE GAS EXHAUST FLUE AND PATCH OPENING AS REQUIRED IN ORDER

TO COVER WITH NEW ROOF.

8 REMOVE AND REINSTALL LIGHTNING PROTECTION ON ENTIRE ROOF.

9 INSTALL NEW PREFORMED FLUTE FILLER RIGID INSULATION BOARDS, COVER BOARD AND TPO ROOFING

WITH CONTOUR RIBS MIMICKING A STANDING SEAM METAL ROOF ON ENTIRE ROOF.

10 INSTALL NEW BLOCKING AND DRIP EDGE FASCIA ALONG BARREL VAULT PER TPO ROOFING

MANUFACTURER'S REQUIREMENTS FOR WARRANTY COVERAGE.

11 ROOF HEADWALL CONDITION EXISTS AT THIS LOCATION- REFER TO DETAIL 6 ON THIS SHEET.

AutoCAD SHX Text A3.1

AutoCAD SHX Text 11/17/2025

AutoCAD SHX Text

RELEASE FOR BIDDING

AutoCAD SHX Text Roof Plan

AutoCAD SHX Text Job North

AutoCAD SHX Text N

AutoCAD SHX Text True North

AutoCAD SHX Text Roof General Notes

AutoCAD SHX Text Roof Plan Keynotes

AutoCAD SHX Text Section @ Skylight Opening

AutoCAD SHX Text Framing Plan @ Skylight Opening

AutoCAD SHX Text Section @ Offset

AutoCAD SHX Text Roof Assembly Detail

AutoCAD SHX Text Headwall Detail