2025_05_14 _ Released for Bid Drawings.pdf

PDF 11 MB Posted May 14, 2025

Attached to: Jackson County 4H Extension Building Roof
Solicitation number: PE-67800-NONST-2025-000000018
Issued by: Jefferson County, Georgia

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Written by GovTribe AI · May 19, 2025

The document is a set of construction bid drawings for the Jackson County 4H Building Re-Roof project located at 164 Four Fifty Seven Drive in Jefferson, Georgia, prepared by Precision Planning, Inc. The project involves a comprehensive roof replacement for the 4H building, with two primary scopes: a base bid for the main roof (low slope) and an add alternate for the low roof (steep pitched) area. The work includes removing existing roofing and insulation down to the existing structure, installing new rigid insulation and cover board, and applying a new fully adhered TPO (base bid) or PVC (add alternate) roof system. The project also requires extending the new roof membrane over parapet walls, replacing edge metal, and addressing various roof penetrations and equipment.

The construction documents specify compliance with multiple building codes, including the 2018 International Building Code with Georgia Amendments and various other national standards. The building is classified as a Business (B) occupancy with a Type IIB unprotected construction, standing 24'-4" tall over two stories. The project will be executed in a fully occupied and operational building, necessitating careful coordination with the owner's operations. Contractors are required to have a valid Georgia State General Contracting License and must provide specific immigration compliance documentation. The estimated roof areas are 11,372 square feet for the main roof and 7,045 square feet for the add alternate portion, with the work to be performed in accordance with manufacturer recommendations to ensure full warranty coverage.

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C O

S H

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. BEFORE PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES BEFORE PROCEEDING WITH WORK.

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

THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS.

4. PROVIDE SEPARATION BETWEEN ALL DISSIMILAR METALS.

5. 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.

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

UTILITIES WHICH ARE TO REMAIN.

7. 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.

8. 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.

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

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

EXISTING CONDITIONS.

11. 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.

12. 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.

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

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

15. ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW.

16. 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.

17. 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.

18. 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.

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

ACCESSIBLE DURING ALL CONSTRUCTION ACTIVITIES.

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

OPERATIONS CURRENT ADDITION.

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

22. CONTRACTORS ARE REQUIRED TO HAVE A VALID GEORGIA STATE GENERAL CONTRACTING LICENSE FOR COMMERCIAL PROJECTS. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE GEORGIA SECURITY AND IMMIGRATION COMPLIANCE

ACT AFFIDAVIT AND THE RESIDENCY STATUS AFFIDAVIT.

23. THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANY RESPECT OTHER THAN THE ARCHITECTURAL WORK

PERFORMED WHICH MEETS THE STANDARDS OF PROFESSIONAL CARE.

24. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING NECESSARY SAFETY MEASURES REQUIRED TO PROTECT THE GENERAL

PUBLIC FROM DEMOLITION AND CONSTRUCTION WORK FOR THE DURATION OF THE PROJECT.

27. CONTRACTOR SHALL BE AWARE THAT HOISTING EQUIPMENT AND CRANES, ETC. WILL NOT BE ABLE TO BE POSITIONED IMMEDIATELY NEXT TO THE BUILDING DUE TO EXISTING SITE ELEMENTS AND EXISTING EQUIPMENT LOCATIONS. 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.

28. IF ANY SERVICES TO BUILDING REQUIRE INTERRUPTION FOR ANY REASON, PROPER NOTICE MUST BE GIVEN TO THE OWNER PRIOR TO

SCHEDULING OF THIS WORK.

CONSTRUCTION DOCUMENTS FOR:

164 FOUR FIFTY SEVEN DRIVE

BUILDING RE-ROOF

JACKSON COUNTY 4H

JEFFERSON, GEORGIA 30549

INTERIOR ELEVATION1 A5.2

XXX

MATCH LINE

101A

PLAN KEYNOTESA

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

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

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, ARCHITECT OF RECORD

PROJECT NAME: JACKSON COUNTY 4H BUILDING RE-ROOF

PROJECT ADDRESS: 164 FOUR FIFTY SEVEN DRIVE,

JEFFERSON, GA 30549

OCCUPANCY: BUSINESS, B

CONSTRUCTION TYPE (IBC): IIB UNPROTECTED

BUILDING HEIGHT: 24'-4" (2 STORIES)

ARCHITECTURAL

A3.1 ROOF PLAN

THIS PROJECT GENERALLY CONSISTS OF THE FOLLOWING:

BASE BID:

4H BUILDING MAIN ROOF (LOW SLOPE) AREA:

REMOVE EXISTING ROOFING AND INSULATION ASSEMBLY DOWN TO THE EXISTING STRUCTURE

INSTALL NEW RIGID INSULATION AND COVER BOARD

INSTALL NEW TPO ROOF SYSTEM FULLY ADHERED

EXTEND NEW TPO ROOF MEMBRANE UP AND OVER PARAPET WALLS

REPLACE EDGE METAL ON ALL PARAPET WALLS

ADD ALTERNATE:

4H BUILDING LOW ROOF (STEEP PITCHED) AREA:

REMOVE EXISTING ROOFING AND INSULATION ASSEMBLY DOWN TO THE EXISTING STRUCTURE

INSTALL NEW RIGID INSULATION AND COVER BOARD

INSTALL NEW PVC ROOF SYSTEM FULLY ADHERED

THIS BUILDING IS A FULLY OCCUPIED AND OPERATIONAL. SCHEDULING THE WORK WILL HAVE TO BE COORDINATED WITH

OWNER'S OPERATIONS.

JACKSON COUNTY BOARD OF COMMISSIONERS

4965 JACKSON PARKWAY

JEFFERSON, GEORGIA 30549

706-387-6475

CONTACT: BARRY VICKERY

A3.2 ROOF DETAILS

A3.3 ROOF DETAILS

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D3.1 DEMOLITION ROOF PLAN

A3.4 ROOF PHOTOS

7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION WASTE AND DEBRIS.

8. EXISTING EQUIPMENT LOCATED NEAR WORK AREAS SHALL BE PROTECTED FROM DUST AND/OR DAMAGE RESULTING FROM DEMOLITION

AND CONSTRUCTION ACTIVITIES.

A3.1A ROOF SLOPE PLAN

AutoCAD SHX Text General Notes

AutoCAD SHX Text Room Name

AutoCAD SHX Text

AutoCAD SHX Text Symbols Legend

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 05/14/2025

AutoCAD SHX Text

RELEASED FOR BID

AutoCAD SHX Text General Demolition Notes

G E

EXISTING ROOF ACCESS LADDER

TO REMAIN, PROTECT FROM

DAMAGE REMOVE AND REINSTALL

AS REQUIRED FOR NEW ROOF

INSTALLATION.

EXISTING STANDING SEAM

OVERHANG BELOW TO

REMAIN - PROTECT IN PLACE

SLOPE

D1 D1

D3 D3

D3D3

D7 D7 D7

D7 D7

D10

D11

D10

D6 D10 D10

D10

D11D11

D12

D10

D13

D14 D13

D16

D14

D13

D15D15

A A

ADD ALTERNATE #1

N R

O O

A N

D3.1

SCALE 1/8" = 1'-0"

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REMOVE ENTIRE ROOFING SYSTEM TO INCLUDE INSULATION, FLASHING AND ACCESSORIES TO THE CORE PLANK BELOW. BUILDING WILL BE BE OCCUPIED DURING CONSTRUCTION, SO ONLY REMOVE WHAT PORTION OF ROOFING THAT CAN BE REPLACED AND DRIED IN DURING A SINGLE DAY. ENSURE THERE IS NO WATER INFILTRATION INTO THE BUILDING AT ANY TIME. IF WATER DAMAGE DOES OCCUR, DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. - IT IS ASSUMED THAT THE EXISTING ROOF SYSTEM DOES NOT UTILIZE LIGHT WEIGHT INSULATING CONCRETE. IF LIGHT WEIGHT INSULATING

CONCRETE IS DISCOVERED CONTACT THE ARCHITECT FOR FURTHER DIRECTION.

EXISTING ROOF TOP UNIT TO REMAIN. CARE SHALL BE TAKEN TO PROTECT UNIT DURING CONSTRUCTION. IF PORTIONS OF THE EXISTING CURB ARE FOUND TO BE DETERIORATED AND IN NEED OF REPAIR NOTIFY THE ARCHITECT TO RECEIVE WRITTEN DIRECTION. -RAISE CURB AS REQUIRED TO ACHIEVE MANUFACTURERS

MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY COVERAGE.

EXISTING EXHAUST FAN TO BE REMOVED AND DISPOSED OF INCLUDING CURB AND ACCESSORIES IN ITS

ENTIRETY.

REMOVE AND DISPOSE OF EXISTING EDGE METAL AND ACCESSORIES IF REQUIRED REMOVE AND DISPOSE

OF DETERIORATED WOOD BLOCKING.

EXISTING ANTENNA TO REMAIN PROVIDE A NEW CURB AT THE HEIGHT REQUIRED TO ACHIEVE

MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY

COVERAGE. PROVIDE NEW PITCH POCKET IN CURB. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE THE

ANTENNA. -REFER TO DETAIL 8/A3.4.

EXISTING PIPE PENETRATION TO REMAIN. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE VENT, AND TO PREVENT DEBRIS FROM ENTERING VENT DURING DEMOLITION OR NEW CONSTRUCTION. IF VENT IS DAMAGED IT SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. -EXISTING PENETRATION FLASHING TO BE REMOVED AND REPLACED TO CREATE A WEATHER TIGHT SEAL WITH NEW

ROOFING CONSTRUCTION.

EXISTING ROOF CURB TO BE REMOVED IN ITS ENTIRETY, REFER TO NEW CONSTRUCTION FOR INFILL DETAIL.

EXISTING ROOF PENETRATION TO REMAIN. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE DURING DEMOLITION OR NEW CONSTRUCTION. IF EQUIPMENT IS DAMAGED IT SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. RAISE PENETRATION AS REQUIRED TO ACHIEVE MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY COVERAGE. -EXISTING PENETRATION FLASHING TO BE REMOVED AND REPLACED TO CREATE A WEATHER TIGHT SEAL WITH NEW

ROOFING CONSTRUCTION.

EXISTING EXHAUST FAN TO REMAIN, CARE SHALL BE TAKEN TO PROTECT FAN DURING CONSTRUCTION.

MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY COVERAGE.

EXISTING ROOF PENETRATION TO BE REMOVED. REFER TO NEW CONSTRUCTION FOR INFILL DETAIL.

EXISTING ROOF TOP UNIT SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING THE CURB AND ACCESSORIES.

REMOVE THE GAS LINES BACK TO THE POINT OF CONNECTION AT THE UNIT UPSTREAM. REFER TO NEW

CONSTRUCTION FOR INFILL DETAIL.

EXISTING METAL COVER TO BE REMOVED AND DISPOSED OF. PROVIDE NEW PENETRATION FLASHING AS

REQUIRED BY THE ROOFING SYSTEM MANUFACTURER TO PROVIDE FULL WARRANTY COVERAGE.

REMOVE AND DISPOSE OF SCUPPER, DOWNSPOUT AND CONDUCTOR HEAD. PROVIDE NEW ALUMINUM

SCUPPER, DOWNSPOUT AND CONDUCTOR HEAD AFTER NEW ROOF SYSTEM IS INSTALLED.

REMOVE AND DISPOSE OF EXISTING METAL AWNING PANELS. PROVIDE NEW ALUMINUM PANELS - REFER TO

DETAIL 4/A3.1

EXISTING GUTTER AND DOWNSPOUTS TO REMAIN, CARE SHALL BE TAKEN TO PROTECT THEM DURING

CONSTRUCTION.

REMOVE AND DISPOSE OF DOWNSPOUT AND CONDUCTOR HEAD. INFILL EXISTING SCUPPER TO PROVIDE A

WEATHER TIGHT SEAL, AND ALLOW FOR FULL WARRANTY COVERAGE.

1. ALL EXISTING PIPE SUPPORTS SHALL BE REMOVED AND REPLACED WITH NEW REFER TO DETAIL 5/A3.2.

2. ALL WOOD BLOCKING ASSOCIATED WITH EXISTING ROOF AND PARAPET SYSTEM IS SCHEDULED TO REMAIN. IF EXISTING WOOD BLOCKING IS FOUND TO BE DETERIORATED IT SHALL BE REPLACED WITH NEW PRESSURE TREATED WOOD BLOCKING PER THE UNIT PRICE ESTABLISHED DURING BID. -REFER TO

THE SPECIFICATIONS.

3. ALL PIPING AND CONDUIT THAT IS DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO

EXPENSE TO THE OWNER.

4. THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. COORDINATE ALL CONSTRUCTION

ACTIVITIES WITH OWNER TO MINIMIZE IMPACT TO THE BUILDINGS OPERATIONS.

5. FOR ALL ROOF TOP EQUIPMENT BEING REMOVED AND DISPOSED OF REMOVE AND DISPOSE OF ALL

ASSOCIATED ELECTRICAL WIRING AND CONDUIT, BACK TO THE POINT OF ORIGIN.

6. PROTECT ALL NATURAL GAS PIPING SCHEDULED TO REMAIN.

D10

D11

D12

D13

D14

D15

NOTE:

- "A" INDICATES ADD ALTERNATE #1

D16

AutoCAD SHX Text D3.1

AutoCAD SHX Text 007-A3.1

AutoCAD SHX Text Demolition Roof Plan

AutoCAD SHX Text 05/14/2025

AutoCAD SHX Text

RELEASED FOR BID

AutoCAD SHX Text Demolition Roof Plan Keynotes

AutoCAD SHX Text Demolition General Notes

AutoCAD SHX Text Job North

AutoCAD SHX Text N

True North

150'-6" V.I.F.

'-6

" V .I.

12'-6" V.I.F.

'-0

" V .I.

'-6 " V

.I.

-3 " V

.I.

'-9

" V .I.

'-0 " V

.I.

119'-6" V.I.F. 13'-0" V.I.F.18'-0" V.I.F.

55'-0" V.I.F. 22'-0" V.I.F.

150'-6" V.I.F.

16'-0" V.I.F. 57'-6" V.I.F.

'-0

" V .I.

15'-6" V.I.F.

G E

SLOPE

12 12

TYP.

6 6

7 7

8 8

A3.1

9 9 9

ADD ALTERNATE #1

TYP.

A A

3'-7" V.I.F.

4" V.I.F.

3' -0

" V .I.

5'-0" V.I.F.

8' -0

" V .I.

REMOVE AND DISPOSE OF EXISTING

METAL PANELS. PROVIDE NEW

PRE-FINISHED ALUMINUM PANELS,

SIZE, SHAPE AND COLOR TO MATCH

EXISTING. VERIFY SIZES PRIOR TO

BIDDING

EXISTING ROOF PARAPET WALL

2X6 PT WOOD FRAMING

MEMBERS

3/4" PT PLYWOOD DECKING

A3.1

1' -0

" T

NOTE:

OPENING SIZES VARY.

CONTRACTOR SHALL VERIFY

OPENING SIZES PRIOR TO BID.

OPENING WIDTH VARIES

1'-0" TYP.

SPACING

EXISTING CONCRETE CORE

PLANK ROOF PANELS

3/4" PT PLYWOOD DECKING

FASTEN TO 2X6 WOOD

FRAMING

2X6 PT WOOD FRAMING

ANCHOR CONNECTION INTO

EXISTING CORE PLANK

PANELS

SIMPSON STRONG TIE

OPTI-MESH ACRYLIC

ANCHOR SCREEN TUBE

R O

O F

A3.1

SCALE 1/8" = 1'-0"

1. APPROXIMATE AREA OF MAIN ROOF PORTION IS 11,372 S.F. AND 7,045 S.F.

FOR THE ADD ALTERNATE PORTION.

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

INDICATED ON ROOF PLAN. ROOF PLAN WAS PREPARED FROM FIELD

PHOTOS 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 AS REQUIRED

FOR WARRANTY COVERAGE.

5. ALL ROOF DETAILS SHALL BE APPROVED BY THE ROOF SYSTEM

MANUFACTURER FOR WARRANTY COVERAGE.

6. ALL ROOF TOP EQUIPMENT SHALL BE LEVEL.

7. RAISE EXISTING ROOF TOP EQUIPMENT AS REQUIRED TO OBTAIN PROPER

FLASHING HEIGHT AND COMPLIANCE WITH MANUFACTURER

REQUIREMENTS FOR WARRANTY COVERAGE.

8. PREVENT MATERIALS FROM ENTERING AND CLOGGING EXISTING ROOF

DRAINS.

9. MAIN ROOF STRUCTURE IS FLAT CORE PLANK. TAPERED INSULATION WILL

BE REQUIRED. IT IS ASSUMED THAT THE EXISTING ROOF SYSTEM DOES

NOT UTILIZE LIGHT WEIGHT INSULATING CONCRETE. IF LIGHT WEIGHT

INSULATING CONCRETE IS DISCOVERED CONTACT THE ARCHITECT FOR

FURTHER DIRECTION.

10. ADD ALTERNATE #1 ROOF STRUCTURE IS SLOPED CORE PLANK. TAPERED

INSULATION WILL NOT BE REQUIRED.

11. EXTEND ALL CONDENSATE PIPING TO THE NEAREST DOWNSPOUT

LOCATION.

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NEW TPO ROOFING SYSTEM INSTALLED PER ROOFING MANUFACTURER'S RECOMMENDATIONS - REFER

TO ROOFING SPECIFICATIONS, AND DETAILS 1/A3.2.

EXISTING EXHAUST FAN TO BE REMAIN. RAISE CURB AS REQUIRED TO ACHIEVE MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY COVERAGE. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE EQUIPMENT DURING DEMOLITION OR NEW CONSTRUCTION. IF EQUIPMENT IS DAMAGED IT SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. NEW FLASHING TO BE INSTALLED TO CREATE A WEATHER TIGHT SEAL WITH NEW ROOFING

CONSTRUCTION.

NEW PRE-FINISHED ALUMINUM EDGE METAL, COLOR SHALL MATCH EXISTING. PRESSURE TREATED WOOD BLOCKING SHALL BE PROVIDED IF REQUIRED PER THE UNIT PRICE ESTABLISHED DURING BID.

-REFER TO THE SPECIFICATIONS.

NEW WALK PADS PER THE ROOFING MANUFACTURER'S RECOMMENDATIONS. -REFER TO DETAIL 2/A3.2.

EXISTING ROOF PENETRATION TO REMAIN. RAISE CURB AS REQUIRED TO ACHIEVE MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY COVERAGE. PROVIDE ADDITIONAL PRESSURE TREATED WOOD BLOCKING TO ADJUST HEIGHT AS REQUIRED TO ACHIEVE ROOFING MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND WARRANTY

COVERAGE.

EXISTING PIPE PENETRATION TO REMAIN. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE VENT DURING DEMOLITION OR NEW CONSTRUCTION. IF EQUIPMENT IS DAMAGED IT SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. RAISE PENETRATION AS REQUIRED TO ACHIEVE

MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY

COVERAGE. -EXISTING PENETRATION FLASHING TO BE REMOVED AND REPLACED TO CREATE A

WEATHER TIGHT SEAL WITH NEW ROOFING CONSTRUCTION. -REFER TO DETAIL 7/A3.2.

EXISTING ROOF EQUIPMENT TO REMAIN RAISE PENETRATION AS REQUIRED TO ACHIEVE

MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY

COVERAGE. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE EQUIPMENT DURING DEMOLITION OR NEW CONSTRUCTION. IF EQUIPMENT IS DAMAGED IT SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. EXISTING FLASHING TO BE REMOVED AND REPLACED TO CREATE A WEATHER

TIGHT SEAL WITH NEW ROOFING CONSTRUCTION.

EXISTING RTU TO REMAIN RAISE PENETRATION AS REQUIRED TO ACHIEVE MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY COVERAGE. SPECIAL CARE

SHALL BE TAKEN TO NOT DAMAGE EQUIPMENT DURING DEMOLITION OR NEW CONSTRUCTION. IF

EQUIPMENT IS DAMAGED IT SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. EXISTING FLASHING TO BE REMOVED AND REPLACED TO CREATE A WEATHER TIGHT SEAL WITH

NEW ROOFING CONSTRUCTION.

INFILL EXISTING PENETRATION IN THE EXISTING CORE PLANK ROOF PANELS - REFER TO DETAILS 2/A3.1

AND 3/A3.1.

NEW PRE-FINISHED ALUMINUM SCUPPER DOWNSPOUT AND CONDUCTOR HEAD. -REFER TO

SPECIFICATIONS

EXISTING ANTENNA TO REMAIN PROVIDE A NEW CURB AT THE HEIGHT REQUIRED TO ACHIEVE

MANUFACTURERS MINIMUM HEIGHT REQUIREMENTS FOR PROPER FLASHING, AND FULL WARRANTY

COVERAGE. PROVIDE NEW PITCH POCKET IN CURB. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE

THE ANTENNA. -REFER TO DETAIL 8/A3.4.

NEW PVC ROOFING SYSTEM INSTALLED PER ROOFING MANUFACTURER'S RECOMMENDATIONS - REFER

TO ROOFING SPECIFICATIONS, AND DETAILS 1A/A3.2.

A3.1

SCALE 1/2" = 1'-0"

A3.1

SCALE 3/4" = 1'-0"

A3.1

SCALE 1/2" = 1'-0"

NOTE:

- "A" INDICATES ADD ALTERNATE #1

AutoCAD SHX Text A3.1

AutoCAD SHX Text 007-A3.1

AutoCAD SHX Text Roof Plan

AutoCAD SHX Text Roof Notes

AutoCAD SHX Text 05/14/2025

AutoCAD SHX Text

RELEASED FOR BID

AutoCAD SHX Text Roof Plan Keynotes

AutoCAD SHX Text Typ. Existing Canopy Section

AutoCAD SHX Text Typ. Opening Infill Plan

AutoCAD SHX Text Typ. Opening Infill Section

AutoCAD SHX Text Job North

AutoCAD SHX Text N

1/4" = 1'-0"

SLOPE

1/ 4"

'-0

1/2" = 1'-0"

SLOPE

1/2

1' -0"

SLO

1/4" = 1'-0"

SLOPE

1/4" = 1'-0"

SLOPE

1/4" = 1'-0"

SLOPE

1/4" = 1'-0"

SLOPE

1/ 4"

'-0

1/2" = 1'-0"

SLOPE

1/2" = 1'-0"

SLOPE

1/2" = 1'-0"

SLOPE

1/2

1' -0"

SLO

1/2" = 1'-0"

SLOPE

1/2

1' -0"

SLO

1/2" = 1'-0"

SLOPE

1/2" = 1'-0"

SLOPE

1/2" = 1'-0"

SLOPE

1/2" = 1'-0"

SLOPE

1/2" = 1'-0"

SLOPE

1/2" = 1'-0"

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

ADD ALTERNATE #1

1/ 4"

'-0

G E

1/4" = 1'-0"

SLOPE

1/4" = 1'-0"

SLOPE

1/ 4"

'-0

EXISTING

SLOPE

EXISTING

SLOPE

R O

O F

A3.1A

SCALE 1/8" = 1'-0"

E C

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NOTE:

ROOF CRICKETS ARE NOT SHOWN ON THIS PLAN.

HOWEVER, THEY SHALL BE PROVIDED ON THE HIGH

SIDE OF ROOF MOUNTED EQUIPMENT AS REQUIRED

TO ENSURE FULL WARRANTY COVERAGE.

CRICKETS SHALL HAVE A 1/2" PER FOOT SLOPE.

AutoCAD SHX Text A3.1A

AutoCAD SHX Text 007-A3.1A

AutoCAD SHX Text Roof Slope Plan

AutoCAD SHX Text 05/14/2025

AutoCAD SHX Text

RELEASED FOR BID

AutoCAD SHX Text Job North

AutoCAD SHX Text N

R O

O F

A3.4 NOT TO SCALE

EXISTING ROOF LADDER TO BE

REMOVED AND REINSTALLED

IF REQUIRED FOR NEW ROOF

INSTALLATION.

EXISTING ROOF AND EDGE METAL

ON PARAPET TO BE REMOVED AND

REPLACED

A3.4 NOT TO SCALE

EXISTING EDGE METAL TO

BE REMOVED AND

REPLACED WITH NEW

PRE-FINISHED ALUMINUM

EDGE METAL.

EXISTING ANTENNA TO REMAIN.

PROVIDE NEW CURB WITH A

PITCH POCKET. CURB HEIGHT

SHALL BE AS REQUIRED TO

ACHIEVE MANUFACTURER'S MIN.

HEIGHT REQUIREMENT FOR

PROPER FLASHING AND FULL

WARRANTY COVERAGE.

REMOVE AND REPLACE

EXISTING SCUPPER

CONDUCTOR HEAD AND

DOWNSPOUT, TYP.

REMOVE EXISTING METAL

PANELS AND FLASHING

MATERIALS FROM PARAPET

AND REPLACE WITH NEW TO

MATCH EXISTING

EXISTING ROOF TOP CURB

AND EQUIPMENT TO BE

REMOVED AND INFILLED

PRIOR TO NEW ROOF

INSTALLATION, REFER TO

DETAILS 2 AND 3/A3.1

-PART OF ADD ALTERNATE #01

A3.4 NOT TO SCALE

REMOVE EXISTING PIPE

SUPPORTS THROUGHOUT

ENTIRE ROOF AND REPLACE

WITH NEW SUPPORTS PER

DETAIL 6/A3.2

E C

O N

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W H

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T, A R

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F G

-1

REMOVE EXISTING SCUPPER IN

ITS ENTIRETY AND PROVIDE

NEW PREFINISHED ALUMINUM

SCUPPER (TYPICAL)

A3.4 NOT TO SCALE

EXISTING ROOF EQUIPMENT

TO BE REMOVED COMPLETELY

IDENTIFIED WITH AN X ALSO

REFER TO DEMO ROOF PLAN

FOR LOCATIONS

EXISTING ROOF TOP

EQUIPMENT TO REMAIN.

RAISE CURBS AS REQUIRED

TO ACHIEVE

MANUFACTURER'S MIN.

HEIGHT REQUIREMENT FOR

PROPER FLASHING AND FULL

WARRANTY COVERAGE.

REMOVE AND DISPOSE OF METAL PIPE

COVER. FLASH EXISTING PENETRATION

AS REQUIRED TO CREATE A WEATHER

TIGHT SEAL AND PROVIDE FULLY

WARRANTY COVERAGE.

A3.4 NOT TO SCALE

REMOVE AND DISPOSE OF

ROOF TOP EQUIPMENT.

PATCH PENETRATION AS

SHOWN ON NEW WORK

PLANS.

AutoCAD SHX Text A3.4

AutoCAD SHX Text 053-A3.4

AutoCAD SHX Text Roof Detail

AutoCAD SHX Text 05/14/2025

AutoCAD SHX Text

RELEASED FOR BID

AutoCAD SHX Text Roof Detail

Roof Detail

01 CS

Plot

02 D3.1

30 x 42

03 A3.1

30 x 42

04 A3.1A

30 x 42

05 A3.2

06 A3.3

07 A3.4

30 x 42

File details come from the government source that posted it. Updated May 19, 2025.