2024_03_27 23_01599 _ TROUP CO_ 900 DALLIS ST.pdf

GENERAL NOTES

NEW CONSTRUCTION

1. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED WITH AN

APPROVED PRESERVATIVE.

2. ALL INSULATIONS NOTED ON PLANS SHALL BE NONCOMBUSTIBLE AND MAINTAIN THERMAL AND MOISTURE

PROTECTION AS NOTED IN THE SPECIFICATIONS.

3. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE ITEMS WITHIN THE SPACE ABOVE ALL CEILINGS (INCLUDING, BUT NOT LIMITED TO: STRUCTURAL MEMBERS, MECHANICAL DUCTS AND INSULATION, CONDUITS, RACEWAYS, SPRINKLER SYSTEM, LIGHT FIXTURES, CEILING SYSTEMS, AND ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED) AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED IN THE DRAWINGS AND THE FINISH SCHEDULE. (CEILING HEIGHT DIMENSIONS ARE TO THE FINISH SURFACE OF CEILING.) CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.

4. ACCESS PANELS SHALL BE PROVIDED AND INSTALLED WHEREVER REQUIRED BY BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL OR ELECTRICAL EQUIPMENT, WHETHER OR NOT INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE SIZE, LOCATION, AND TYPE OF

ACCESS PANEL WITH OTHER CONTRACTORS' WORK AND RECEIVE APPROVAL OF THE ARCHITECT.

ACCESS PANEL SHALL BE AS SPECIFIED. NO ACCESS PANEL SHALL BE LOCATED, FRAMED OR INSTALLED

WITHOUT THE EXPRESSED APPROVAL OF THE ARCHITECT.

5. ALL DUCT PENETRATIONS THROUGH PARTITIONS AND CEILINGS SHALL BE PROVIDED WITH NECESSARY FRAMES AND BRACING AROUND THE OPENING AND SHALL BE PROVIDED WITH AUTOMATIC FIRE DAMPERS

AS REQUIRED BY THE BUILDING DEPARTMENT FOR FIRE-RATED PENETRATIONS.

6. HORIZONTAL JOINT REINFORCEMENT IS GENERALLY NOT SHOWN FOR REASONS OF CLARITY. TIES AND ANCHORS SPECIFICALLY NOTED ON DETAILS ARE IN ADDITION TO HORIZONTAL JOINT REINFORCEMENT

UNLESS SPECIFICALLY NOTED OTHERWISE.

7. SIZE OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES ARE APPROXIMATE ONLY.

CONTRACTOR SHALL VERIFY DIMENSIONS WITH RESPECTIVE EQUIPMENT MANUFACTURER.

8. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, BLOCKING, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET

ACCESSORIES AND ALL FLOOR-MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

9. ALL DISSIMILAR METALLIC MATERIALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT

GALVANIC ACTION.

10. FILLED CMU CELLS ON ARCHITECTURAL DRAWINGS ARE IN ADDITION TO THOSE SHOWN ON STRUCTURAL

DRAWINGS AND SHALL BE REINFORCED AS INDICATED THEREIN.

DEMOLITION AND DECONSTRUCTION

1. ALL DEMOLITION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2013 EDITION OF NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS.

2. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIER AND GUARDS, AND

ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL APPLICABLE CODES.

3. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND

NEATLY, IN A SYSTEMATIC MANNER.

4. CONTRACTOR SHALL COORDINATE SEQUENCE OF DEMOLITION WITH PHASES OF CONSTRUCTION AGREED TO WITH OWNER AND ARCHITECT. COORDINATE ALL DEMOLITION WITH NEW CONSTRUCTION

DRAWINGS.

5. CONTRACTOR SHALL COORDINATE EXTENT OF DEMOLITION WITH OTHER DRAWINGS IN THIS SET.

NOTIFY ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN CASE OF A CONFLICT.

6. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN DERIVED FROM VISUAL INVESTIGATION AND EXISTING DRAWINGS PROVIDED BY THE OWNER. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESSED OR

IMPLIED, FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING INFORMATION RECORDED.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY THE ARCHITECT IN WRITING OF

ANY DISCREPANCIES FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK.

7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO DEMOLITION. DIMENSIONS

INDICATED ON DEMOLITION PLAN ARE FOR REFERENCE ONLY.

8. IF DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR ENCOUNTERS MATERIALS THAT ARE SHOWN AS 'EXISTING TO REMAIN,' WHICH HAVE ROT, TERMITE DAMAGE OR OTHER HIDDEN PROPERTIES WHICH REQUIRE ATTENTION, THE ARCHITECT SHALL IMMEDIATELY BE NOTIFIED PRIOR TO PROCEEDING

WITH THE WORK IN THE AREA OF DISCOVERY.

9. ALL ADJOINING PROPERTY AFFECTED BY ANY OPERATIONS OF DEMOLITION SHALL BE PROTECTED PER

ALL APPLICABLE CODES.

10. CONTACT ARCHITECT IMMEDIATELY, IF DURING THE COURSE OF DEMOLITION, CIRCUMSTANCES ARE ENCOUNTERED IN WHICH THE EXTENT OR INTENT OF DEMOLITION INDICATED IN THE CONTRACT DOCUMENTS IS UNCLEAR. DO NOT PROCEED WITH DEMOLITION IN THESE AREAS IN QUESTION UNTIL

CLARIFICATION IS GIVEN BY ARCHITECT.

11. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED

WITHOUT ADDITIONAL COST TO THE OWNER.

12. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF

THE DEMOLITION.

13. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, AND STRUCTURAL SHEETS FOR DEMOLITION OF ITEMS RELATED TO EACH DISCIPLINE. ALL EXISTING PENETRATIONS FOR BUILDING SYSTEMS NOT BEING

RE-USED SHALL BE DEMOLISHED AND HOLES INFILLED TO MATCH ADJACENT CONSTRUCTION.

14. WHERE EXISTING WALLS ARE PARTIALLY DEMOLISHED, FINISH ENDS OF REMAINING WALLS TO MATCH ADJACENT CONSTRUCTION AND PROVIDE SMOOTH, EVEN SURFACES AT JAMBS OF NEW OPENINGS.

15. THE INTENT OF THESE DRAWINGS IS NOT TO DISTURB ANY EXISTING STRUCTURAL FRAMING OR SUPPORT IN OR ON ANY EXISTING STRUCTURE TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE.

16. WHERE EXISTING MATERIALS/FINISHES ARE DISTURBED BY WORK OF THIS PROJECT, CUT, PATCH, AND REPAIR THOSE AREAS AS REQUIRED TO MATCH THE ADJACENT EXISTING MATERIALS/FINISHES IN CONFIGURATION, TEXTURE, COLOR, ETC., WITH SMOOTH AND LEVEL TRANSITION UNLESS OTHERWISE

NOTED.

17. WHERE NEW MATERIALS/FINISHES ARE INSTALLED WITHIN EXISTING DOOR, WINDOW OR OTHER OPENINGS, WITHIN NEW OPENINGS IN EXISTING CONSTRUCTION OR SUCH THAT THEY ABUT EXISTING CONSTRUCTION TO REMAIN, THOSE NEW MATERIALS/FINISHES SHALL MATCH THE ADJACENT EXISTING

MATERIALS/FINISHES IN CONFIGURATION, TEXTURE, COLOR, ETC. WITH SMOOTH AND LEVEL

TRANSITION.

18. CUTTING AND PATCHING WILL BE REQUIRED AS NECESSARY FOR BOTH THE INSTALLATION OF NEW ITEMS AND DUE TO THE REMOVAL OF EXISTING ITEMS. CONTRACTOR SHALL COORDINATE THIS WORK.

19. EXISTING FLOORS TO RECEIVE NEW FLOOR COVERING SHALL HAVE ALL HOLES FILLED, RIDGES MOVED AND FLOORS LEVELED AS REQ'D & ANY OTHER REPAIR WORK REQUIRED TO READY THE FLOORS FOR

THE NEW FLOOR COVERING PER THE MFR'S RECOMMENDATIONS.

20. INVESTIGATE LOCATION OF NEW OPENINGS FOR CONFLICTS WITH EXISTING COLUMNS, PLUMBING, ELECTRICAL, MECHANICAL, AND OTHER EXISTING CONSTRUCTION AND REPORT CONFLICTS TO

ARCHITECT PRIOR TO CUTTING FOR NEW OPENINGS.

21. EXISTING STRUCTURAL ITEMS - DO NOT CUT, DRILL, NOTCH, OR MODIFY WITHOUT SPECIFIC, PRIOR

APPROVAL OF ARCHITECT/STRUCTURAL ENGINEER.

22. NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE ADEQUATELY

SUPPORTED BY EITHER TEMPORARY SHORING OR NEW STRUCTURAL ELEMENTS AS REQUIRED TO

PROTECT THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE.

23. WHETHER OR NOT SPECIFICALLY NOTED REMOVE ALL MISC. NAILS, SCREWS, BOLTS, ETC., WHICH PENETRATE EXISTING WALLS, CEILING, FLOOR SURFACES TO REMAIN. PATCH ALL VOIDS IN EXISTING WALLS LEFT FROM REMOVAL OF SUCH ITEMS AND FROM ELECTRICAL, MECHANICAL AND PLUMBING ITEMS INCLUDING WIRING, PIPING, CONDUIT, DUCTWORK, ETC., TO OBTAIN A SMOOTH LEVEL SURFACE FOR NEW FINISHES. PERFORMANCE OBJECTIVE IS TO HAVE EXISTING SURFACE CONDITION MATCH NEW

SURFACES.

24. EXISTING WALLS AND CEILING (IF ANY) TO RECEIVE NEW FINISHES SHALL HAVE HOLES FILLED, RIDGES REMOVED, AND OTHER OBSTRUCTIONS WHICH WILL TELEGRAPH OR HINDER INSTALLATION OF NEW

FINISH.

25. WHERE EXISTING PLUMBING FIXTURES ARE TO BE REMOVED, AND THE EXISTING PLUMBING LINES SERVING HEM TO BE ABANDONED, CAP THOSE LINES AS REQUIRED SUCH THAT THE CAP CAN BE

CONCEALED BEHIND THE FINISH MATERIAL AT THE SURFACE.

26. WHERE EXISTING CONSTRUCTION MATERIALS/FINISHES ARE TO BE REMOVED, MAKE CLEAN BREAK (SAW CUT ACCEPTABLE), AND DO NOT DISTURB ADJACENT EXISTING CONSTRUCTION TO REMAIN.

USE OF CONTRACT DOCUMENTS

1. DRAWINGS AND SPECIFICATIONS OF ALL DISCIPLINES INCLUDED HEREIN CONSTITUTE THE FULL SCOPE OF THIS PROJECT. THESE DOCUMENTS ARE INTENDED TO ESTABLISH THE FULL CONTRACTUAL OBLIGATION OF THE GENERAL CONTRACTOR TO COMPLETE THE WORK SHOWN AND SPECIFIED. IT SHALL BE THE GENERAL CONTRACTOR'S ULTIMATE RESPONSIBILITY TO COORDINATE THE PROPOSALS AND WORK OF

ALL TRADES.

2. ARCHITECTURAL AND ENGINEERING DRAWINGS ARE COMPLIMENTARY. ITEMS INDICATED ON

ARCHITECTURAL DRAWINGS SHALL BE PROVIDED WHETHER OR NOT THEY ARE INDICATED ON AND/OR

COORDINATED WITH CONSULTANTS' DRAWINGS. ANY CONFLICTS BETWEEN ARCHITECTURAL AND

ENGINEERING WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO

PROCEEDING WITH THE WORK.

3. CONTRACTORS SHALL COORDINATE THE SCOPE OF THEIR WORK WITH THE CONTRACT DOCUMENTS.

PLANS AND SPECIFICATIONS SHALL NOT BE SEPARATED. NO CLAIMS FOR EXTRAS WILL BE CONSIDERED

DUE TO SUB-CONTRACTOR NOT RELATING SCOPE OF WORK TO CONTRACT DOCUMENTS.

4. ALL WORK IS TO BE IN STRICT COMPLIANCE WITH ALL STATE LAWS AND CODES WHICH APPLY TO THIS

USE AND TO GENERALLY ACCEPTED CONSTRUCTION TRADE PRACTICES.

5. THE ARCHITECT WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR FOR

PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN

PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES,

AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.

6. SECTIONS AND DETAILS CONTAINED IN THE CONTRACT DOCUMENTS ARE TYPICAL. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPONENTS AND/OR CONSTRUCTION NOTED OR INDICATED IN OTHER SIMILAR AREAS OF THE PROJECT IF THEY CAN BE REASONABLY INFERRED TO BE A PART OF THE

ASSEMBLY BASED ON OTHER SIMILAR SECTIONS AND DETAILS CONTAINED IN THE CONTRACT

DOCUMENTS.

7. NOT ALL COMPONENTS IN EACH DETAIL MAY BE SPECIFICALLY CALLED OUT ON THAT PARTICULAR ARCHITECTURAL DETAIL. CONTRACTOR SHALL STILL BE RESPONSIBLE FOR PROVIDING THESE ITEMS IF THEY CAN BE REASONABLY INFERRED TO BE A PART OF THE ASSEMBLY BASED ON OTHER SIMILAR

DETAILS CONTAINED WITHIN THE CONTRACT DOCUMENTS.

8. DO NOT SCALE ANY DRAWINGS TO DETERMINE DIMENSIONS. RELY ONLY ON FIELD MEASUREMENT AND

WRITTEN DIMENSIONS FOR NEW WORK.

9. ALL DIMENSIONS ARE FROM FACE OF STUD OR FACE OF MASONRY (UNO).

10. ALL DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO PROCEEDING WITH THE WORK OF

THIS CONTRACT. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND CONTRACT DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE

WORK.

11. "SCALE" INDICATED ON THE ELEVATIONS MAY NOT BE REPRESENTATIVE OF A SCALED DRAWING. THE

CONTRACTOR SHALL MAKE FIELD MEASUREMENTS AS REQUIRED TO ASCERTAIN THE EXTENT AND

QUANTITY OF WORK TO BE PERFORMED.

12. SUBCONTRACTORS SHALL INVESTIGATE ALL EXISTING CONDITIONS ASSOCIATED WITH THEIR SCOPE OF WORK AND VERIFY REQ'D QUANTITIES OF MATERIALS PRIOR TO PROVIDING A BID TO THE GENERAL CONTRACTOR. NO CHANGE ORDERS WILL BE GRANTED FOR ADDITIONAL WORK REQ'D WHICH IS EVIDENT

FROM FIELD INVESTIGATION AND IS CONSISTENT WITH THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

13. SUBCONTRACTORS SHALL VERIFY REQ'D QUANTITIES OF MATERIALS WITH THE GENERAL CONTRACTOR PRIOR TO PURCHASING. NO CHANGE ORDERS WILL BE GRANTED FOR ADDITIONAL QUANTITIES OR DETAIL WORK REQ'D WHICH IS EVIDENT FROM FIELD CONDITIONS AND IS CONSISTENT WITH THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS.

14. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT, OR

CONSULTANTS.

CONTRACTOR RESPONSIBILITY

1. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS AND INSPECTIONS

2. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL

PERMITS AND FEES REQUIRED, NOT NORMALLY COVERED BY THE BUILDING PERMIT.

3. THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF INSURANCE, PAY ALL FEES, AND

OBTAIN ANY AND ALL BONDS REQUIRED BY ANY AGENCY IN ORDER TO DO THE WORK HEREIN

DESCRIBED.

4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE AND

RELATED SERVICE CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES.

5. THE CONTRACTOR SHALL REMOVE FROM THE SITE AND DISPOSE OF ALL TRASH, DEBRIS AND CONSTRUCTION MATERIALS DUE TO CONSTRUCTION OR DEMOLITION PRIOR TO COMPLETION OF THE WORK. THE CONTRACTOR SHALL LEAVE THE SITE IN A CONDITION EQUAL TO OR BETTER THAN IT WAS BEFORE COMMENCEMENT OF WORK ON THIS CONTRACT. THE CONTRACTOR SHALL ALSO ENSURE THAT TRASH AND DEBRIS ARE NOT BLOWN OR SPREAD ON OR OFF SITE DURING PERFORMANCE OF THE WORK.

6. THE CONTRACTOR SHALL RESTRICT ACCESS TO THE ROOF TO ONLY THOSE FORCES NEEDING ACCESS

TO THE ROOF IN ORDER TO COMPLETE THEIR WORK. FINISHED ROOF SURFACES ARE TO BE

PROTECTED AT ALL TIMES.

7. THE CONTRACTOR SHALL LIMIT HIS WORK AND FORCES UNDER HIS CONTROL TO ONLY THOSE AREAS OF

WORK AS DEFINED BY THE CONTRACT DOCUMENTS.

8. THE CONTRACTOR SHALL PROVIDE CRAFTSMAN-LIKE INSTALLATION AND FINISH OF ALL EXPOSED

CONSTRUCTION SYSTEMS.

9. PAINT ALL EXPOSED SCHEDULED PIPING, CONDUIT AND MECHANICAL EQUIPMENT IN AREAS NOTED TO BE

PAINTED.

10. THE CONTRACTOR SHALL REPAIR AT HIS EXPENSE DAMAGE TO ANY FINISHES TO REMAIN WHICH ARE

INCURRED DURING WORK ON THIS CONTRACT.

11. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ALL OPENINGS IN ANY WALL OR ROOF SHALL BE

PROTECTED FROM ALL FORMS OF WEATHER OR WATER.

SITE WORK

1. SOD, LANDSCAPING, SIDEWALKS, CURBS OR ANY OTHER SITE APPURTENANCES DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO PRE-CONSTRUCTION CONDITIONS

AT THE CONTRACTOR'S EXPENSE PRIOR TO COMPLETION OF THIS PROJECT.

2. WHERE CONC. WALKWAYS ABUT EXTERIOR MASONRY WALLS, CONTRACTOR SHALL ADJUST THE HEIGHT OF WEEPS AND BASE FLASHING AS NECESSARY TO PROVIDE CAVITY DRAINAGE ABOVE ADJACENT

SURFACES, TYP.

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INDEX TO DRAWINGS

11 Ninth Street

Suite 120

Columbus, GA 31901

P. (706) 571-6923

F. (706) 571-6928

/2

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M A u to d e s k D o c s /2

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S T rv t

T1.1

COVER SHEET

TROUP COUNTY

LAGRANGE, GA 30240

TROUP

COUNTY GA -

900 DALLIS

STREET,

RE-ROOF

29 SEPTEMBER 2023

23-01599

CONSTRUCTION

DOCUMENTS

TROUP COUNTY GA - 900 DALLIS STREET,

RE-ROOF

TROUP COUNTY

LAGRANGE, GA 30240

CONSTRUCTION DOCUMENTS

29 SEPTEMBER 2023

2WR # 23-01599

T1.1 COVER SHEET

D1.1 DEMOLITION ROOF PLAN

D1.2 DETAILS

A3.1 ROOF PLAN

A3.2 ROOF DETAILS

ARCHITECTURAL

No. Date Description

ElsiEckstein Snapshot

GENERAL DEMOLITION NOTES

1. ALL DEMOLITION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE

LATEST EDITION OF NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION,

ALTERATION, AND DEMOLITION OPERATIONS.

2. DRAWINGS ARE BASED ON PARTIAL PLANS PROVIDED BY OWNER AND UPON

FIELD OBSERVATION.

3. FIELD VERIFY CURB CONDITIONS FOR EXISTING EQUIPMENT TO REMAIN.

EQUIPMENT CURB FRAMING AND FLASHING TO BE PROTECTED, REUSED, AND

UNDAMAGED TO THE GREATEST EXTENT POSSIBLE. REMOVAL OF EQUIPMENT

SHOULD ONLY OCCUR WHERE NEW CURB AND FLASHING IS REQUIRED PER

ROOFING MANUFACTURER'S WRITTEN SPECIFICATIONS TO ACHIEVE SPECIFIED

WARRANTY. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING NEW

WORK.

4. ELECTRICAL, PLUMBING, GAS PIPING, AND OTHER MECHANICAL STUB UP

PENETRATIONS NOT SHOWN FOR CLARITY. CONTRACTOR SHALL FIELD VERIFY

THE QUANTITY NEEDED FOR NEW ROOFING.

5. COORDINATE REMOVAL AND REINSTALLATION OF ROOF TOP STRUCTURES AND

EQUIPMENT WITH OTHERS AS REQUIRED TO INSTALL NEW ROOF SYSTEM.

6. REMOVE ALL EXISTING COPING TO FACILITATE INSTALLATION OF NEW ROOFING.

7. REPLACE ANY DAMAGED WOOD AS REQUIRED FOR PROPER ANCHORING OF

NEW ROOFING SYSTEM AND NEW METAL COPING.

8. COORDINATE WITH OWNER THE RELOCATION OF FURNISHINGS THAT COULD BE

DISTURBED DURING NEW WORK CONSTRUCTION.

9. PROTECT INTERIOR BUILDING ELEMENTS WHILE EXTERIOR DEMOLITION AND

NEW CONSTRUCTION OCCUR. PROTECTION FROM WEATHER AND

CONSTRUCTION RELATED DAMAGES SHALL BE IN PLACE TO MINIMIZE IMPACT

TO INTERIOR SPACES THAT ARE NOT PART OF THE PROJECT SCOPE.

10. PROTECT FROM DAMAGE ALL BUILDING COMPONENTS AND FINISHES THAT ARE

EXISTING TO REMAIN.

11. EXISTING VENTS, EQUIPMENT, AND OTHER ROOFTOP PENETRATIONS TO

REMAIN, (UNO). REMOVE ANY PIPE BOOTS, FLASHING, AND SEALANTS AROUND

EQUIPMENT. RAISE AS REQUIRED TO RECEIVE NEW ROOFING AND INSULATION

SYSTEM.

LEGEND

RD ROOF DRAIN

OD OVERFLOW DRAIN

OS OVERFLOW SCUPPER

VTR VENT THRU ROOF

HSV HOT STACK VENT

EF EXHAUST FAN

SJ SPLICE JOINT IN COPING

SLOPE TO DRAIN

RA ROOF ANCHOR

GD GUTTER DRAIN

GEJ GUTTER EXPANSION JOINT

KEYED CONSTRUCTION NOTES

A REMOVE EXISTING COPPER, TECTUM, AND ALL RELATED ITEMS.

B REMOVE AND DISPOSE OF EXISTING MODIFIED BITUMEN ROOF SYSTEM.

C DISPOSE OF CONCRETE BLOCKS, ANTENA, ROOF SYSTEM, AND ALL RELATED

ITEMS. PREPARE AREA TO RECEIVE NEW ROOF SYSTEM.

D REPOINT EXISTING BRICK VENEER.

E DISPOSE OF WOOD SOFFIT, TRIM, AND LIGHT FIXTURES. PREPARE AREA TO

RECEIVE NEW CEILING SYSTEM. COORDINATE WITH THE OWNER

TEMPORARILY DISCONNECT SECURITY CAMARA AND REINSTALLATION AFTER

COMPLETION OF WORK.

F EXISTING PRECAST CORNICE TO REMAIN.

G DISPOSE OF TARP AND ALL RELATED ROOF SYSTEMS.

H REMOVE EXISTING GUTTER AND DOWNSPOUT SYSTEM.

J EXISTING CONCRETE CANOPY TO REMAIN.

TYP

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BELOW

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G

J

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Date:

Drawn By:

Project Number:

Revisions:

Sheet Description

Sheet Number

Checked By:

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11 Ninth Street

Suite 120

Columbus, GA 31901

P. (706) 571-6923

F. (706) 571-6928

/2

/2

:3

:4

A

M A u to d e s k D o c s /2

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D1.1

DEMOLITION

ROOF PLAN

TROUP COUNTY

LAGRANGE, GA 30240

TROUP

COUNTY GA -

900 DALLIS

STREET,

RE-ROOF

XXX

29 SEPTEMBER 2023

23-01599

CONSTRUCTION

DOCUMENTS

XXX

SCALE: 1/8" = 1'-0"D1.1

1 DEMOLITION ROOF PLAN

No. Date Description

Date:

Drawn By:

Project Number:

Revisions:

Sheet Description

Sheet Number

Checked By:

P R

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11 Ninth Street

Suite 120

Columbus, GA 31901

P. (706) 571-6923

F. (706) 571-6928

/2

/2

:3

:4

A

M A u to d e s k D o c s /2

-0

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D1.2

DETAILS

TROUP COUNTY

LAGRANGE, GA 30240

TROUP

COUNTY GA -

900 DALLIS

STREET,

RE-ROOF

29 SEPTEMBER 2023

23-01599

CONSTRUCTION

DOCUMENTS

REMOVE AND TURN OVER TO THE OWNER EXISTING COPPER

ROOF SYSTEM AND ALL RELATED ITEMS DOWN TO TECTUM

DECK.

A REMOVE AND TURN OVER TO THE OWNER EXISTING COPPER

ROOF SYSTEM AND ALL RELATED ITEMS DOWN TO TECTUM

DECK.

A REMOVE AND DISPOSE OF EXISTING MODIFIED BITUMEN ROOF

SYSTEM AND ASSOCIATED ITEMS.

B

DISPOSE OF CONCRETE BLOCKS, ANTENA, ROOF SYSTEM, AND ALL

RELATED ITEMS. PREPARE AREA TO RECEIVE NEW ROOF SYSTEM.

C

DISPOSE OF TARP. REPLACE ANY DAMAGED TECTUM DECK - MATCH

ADJACENT SURFACES. PREPARE AREA TO RECEIVE NEW ROOF

SYSTEM.

GEXISTING PRECAST CORNICE TO REMAIN. F REMOVE AND TURN OVER TO THE OWNER EXISTING COPPER

GUTTER AND DOWNSPOUT SYSTEM.

H

DISPOSE OF WOOD SOFFIT, TRIM, AND LIGHT FIXTURES. PREPARE

AREA TO RECEIVE NEW CEILING SYSTEM. COORDINATE WITH THE

OWNER TEMPORARILY DISCONNECT SECURITY CAMARA AND

REINSTALLATION AFTER COMPLETION OF WORK.

EREPOINT EXISTING BRICK VENEER.D

No. Date Description

A3.2 1 /4

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ROOF #5

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DS

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DS DS

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GEJ

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DSDS GEJ

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DSGEJDS

DS

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A3.2

DSDS

DS DS

A3.2

BELOW

1/4:12

A3.2

A3.2

ROOF #4

ROOF #3

ROOF #2

A3.1

A3.2

A3.2

A3.2

A3.2

A3.2

A3.2

A3.2

TYP

EX. SLOPE

EX. SLOPE

A3.2

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

A3.2

A3.2

A3.2

TYP

TYP

TYP

TYP

ROOF #1

ROOF #5

ROOF #2

ROOF #3

ROOF #4

KEY PLAN

NTS

EXISTING METAL

ORNAMENTAL

TRELLIS TO REMAIN

NEW PREFIN METAL

GUTTER

NEW RECESSED

LIGHT FIXTURE, TYP

VENTED SMOOTH

CEMENT BOARD

SOFFIT SYSTEM

PREFIN DOWNSPOUT

SYSTEM - ANCHOR AT

TOP, MIDDLE, AND

BOTTOM

CEMENT BOARD TRIM

GENERAL ROOF NOTES

KEYED ROOF NOTES

ROOF LEGEND

VTR VTR (REFER TO PLUMBING)

RD ROOF DRAIN

O.F. OVERFLOW ROOF DRAIN

EF EXHAUST FAN (REFER TO MECHANICAL)

OS OVERFLOW SCUPPER

DS DOWNSPOUT

GEJ GUTTER EXPANSION JOINT

ELEVATION OF RAISED

ELEMENTS

3 SLOPE

SLOPE TO DRAIN

4:12

A. PROVIDE ALL COMPONENTS FOR A COMPLETE ROOF SYSTEM AND FLASHING AT

THE ENTIRE SCOPE OF WORK. PROVIDE COMPLETE WEATHER TIGHT CONDITION IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

B. PROTECT ALL EXISTING BUILDING FACADES, DOORS, AND WINDOWS ADJACENT TO

WORK AREA FROM DAMAGE.

C. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

DIMENSIONS SHOWN ON PLAN INDICATE APPROXIMATE ROOF SIZES.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MISCELLANEOUS REPAIRS AND

MODIFICATIONS ASSOCIATED WITH THE SCOPE OF THE WORK DIRECTED.

E. MINIMUM FINISHED ROOF SLOPE 1/4"/FT TO DRAINS,U.N.O.

F. FLASHING DETAILS ARE TYPICAL FOR ALL SIDES OF ROOF SYSTEM (UNLESS NOTED

OTHERWISE).

G. ALL CONTINUOUS MTL CLEATS OR REVERSE MTL CLEATS SHALL BE A MIN (1) GAUGE

HEAVIER THAN SPECIFIED THICKNESS OF MTL FLASHING.

H. ALL ROOFING AND SHEET MTL FLASHING WORK SHALL BE DONE IN ACCORDANCE

WITH ALL CURRENT PRACTICES OF SMACNA AND NRCA.

I. STAGGER ALL INSULATION AND COVER BOARDS.

J. ALL WOOD TO BE PRESSURE TREATED (UNLESS NOTED OTHERWISE).

K. SEE SPECIFICATIONS FOR INSULATION TYPE AND THICKNESS. WOOD NAILERS TO

MATCH INSULATION THICKNESS.

L. TAPER FIELD INSULATION A MINIMUM OF 1/4" PER FOOT WHERE THE ROOF DECK IS

NOT SLOPED. TAPER CRICKETS AND SADDLES A MINIMUM OF 1/2" PER FOOT.

M. PROVIDE PROPER BOOTS, STORM COLLARS, AND FLASHING FOR ALL

PENETRATIONS THROUGH THE ROOF. NOTE THAT NOT ALL EXISTING

PENETRATIONS ARE INDICATED ON THE ROOF PLANS.

N. WHEREVER PRACTICALLY POSSIBLY, ROOF TOP PENETRATIONS SHALL OCCUR

BETWEEN STANDING SEAMS. STANDING SEAMS SHALL BE INTERRUPTED ONLY

WHEN ABSOLUTELY NECCESARY.

O. PROVIDE SCREEN AT ALL DOWNSPOUT INLETS AND CONNECT ALL TO STORMWATER

SYSTEM (UNO).

0'-0"

1 NEW 60 MIL TPO ROOF MEMBRANE FULLY ADHERED SYSTEM OVER 1/2"

COVER BOARD ON R-25 POLYISO INSULATION. SLOPE WITH MINIMUM 1/4" PER

FOOT.

2 NEW PREFIN STANDING SEAM METAL ROOF SYSTEM ON 16 GA 6" Z PURLINS

AT 3'-0" OC. PROVIDE (2) LAYERS OF R-19 BATT INSULATION WITH 1" MINIMUM

STEEL BANDS AT 30" OC FOR INSULATION SUPPORT.

3 NEW PREFIN METAL GUTTER AND DOWNSPOUT SYSTEM. ANCHOR

DOWNSPOUTS TO BUILDING AT TOP, MIDDLE, AND BOTTOM MAX 8'-0" OC.

4 ROOF RIDGE. SEE DETAIL 2/A3.2

5 NEW 60 MIL TPO ROOF MEMBRANE FULLY ADHERED SYSTEM OVER 1/2"

COVER BOARD ON TAPERED INSULATION. SLOPE WITH MINIMUM 1/4" PER

FOOT.

ROOF DESIGN

ROOF #1

100 YEARS OF RAINFALL INTENSITY

ROOF AREA: 200 SF

GUTTER SIZE: MINIMUM 4" X 4"

NUMBER OF DOWNSPOUTS: MINIMUM (1)

DOWNSPOUT SIZE: 3" X 3"

ROOF #2

100 YEARS OF RAINFALL INTENSITY

ROOF AREA: 6,435 SF

GUTTER SIZE: MINIMUM 7" X 5"

NUMBER OF DOWNSPOUTS: MINIMUM (2)

DOWNSPOUT SIZE: 4" X 4"

ROOF #3

100 YEARS OF RAINFALL INTENSITY

ROOF AREA: 5,761 SF

GUTTER SIZE: MINIMUM 7" X 5"

NUMBER OF DOWNSPOUTS: MINIMUM (2)

DOWNSPOUT SIZE: 4" X 4"

ROOF #4

100 YEARS OF RAINFALL INTENSITY

ROOF AREA: 7,232 SF

GUTTER SIZE: MINIMUM 7" X 5"

NUMBER OF DOWNSPOUTS: MINIMUM (2)

DOWNSPOUT SIZE: 4" X 4"

ROOF #5

100 YEARS OF RAINFALL INTENSITY

ROOF AREA: 5,110 SF

GUTTER SIZE: MINIMUM 7" X 5"

NUMBER OF DOWNSPOUTS: MINIMUM (2)

DOWNSPOUT SIZE: 4" X 4"

6 ALIGN CENTER LINE OF DOWNSPOUT WITH CENTER LINE OF WALL BELOW.

CONNECT TO

7 CLEAN EXISTING PRECAST CORNICE. COORDINATE EXTENTS OF WORK WITH

OWNER.

8 PROVIDE KICK-OUT FLASHING WITH WELDED SEAMS.

9 FORMED METAL BOX GUTTER. PROVIDE SLOPE ON GUTTER WITH A MINIMUM

OF 1/4" PER FOOT AND DISCHARGE DIRECTLY ONTO ADJACENT ROOF.

10 EXTEND EXISTING VTRS TO REMAIN TO A MINIMUM OF 8" ABOVE NEW

FINISHED ROOF PLANE AND INSTALL NEW FLASHING.

11 INFILL EXISTING WALL VENTS. PROVIDE CEMENT BOARD WITH WEATHER

BARRIER AND 2" OF RIGID INSULATION. TAPE ALL SEAMS.

Date:

Drawn By:

Project Number:

Revisions:

Sheet Description

Sheet Number

Checked By:

P R

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IL

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11 Ninth Street

Suite 120

Columbus, GA 31901

P. (706) 571-6923

F. (706) 571-6928

/2

/2

:3

:4

A

M A u to d e s k D o c s /2

-0

T ro u p

C o u n ty

D a lli s S t R e -r o o f/ -0

T R

O U

P C

O

D

A L L

IS

S T rv t

A3.1

ROOF PLAN

TROUP COUNTY

LAGRANGE, GA 30240

TROUP

COUNTY GA -

900 DALLIS

STREET,

RE-ROOF

EE

29 SEPTEMBER 2023

23-01599

CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"A3.1

1 ROOF PLAN

SCALE: 1/4" = 1'-0"A3.1

2 SOFFIT PLAN

No. Date Description

PREFIN VALLEY FLASHING

"Z" RETAINER

STRIP SET IN SEALANT

PANEL CLIP W/ FASTENERS

PREFIN STANDING SEAM

METAL ROOF PANEL

EXISTING BUILDING STRUCTURE

SEALANT

FULLY ADHERED TPO

MEMBRANEMIN. WELD CONT.

1 1/2" (38 mm)

INSULATION / COVER

BOARD

TPO ROUND SPLIT PIPE BOOT

FLASHING

CAULK

SEALING MASTIC

ADJUSTABLE METAL STRAP

(2 m m

WELD FLASHING BASE TO

FIELD MEMBRANE MIN. 1

1/2" (38 mm) CONTINUOUS

INSTALLED BOOT

ISOMETRIC VIEW

UNINSTALLED BOOT

ISOMETRIC VIEW

CAULK (NOT SHOWN FOR CLARITY)

ADJUSTABLE METAL STRAP

OVERLAP WELDED MIN.

1 1/2" (38 mm)

CONTINUOUS

ROUND SPLIT PIPE BOOT FLASHING

WELD FLASHING BASE TO FIELD

MEMBRANE MIN. 1 1/2" (38 mm)

CONTINUOUS

JM TPO EDGE SEALANT

HIP/RIDGE FLASHING W/ "Z"

CLOSURES

SEALANT (AT VERTICAL LEG

& UNDER "Z")

THERMAL BLOCK

PREFIN STANDING SEAM

METAL ROOF PANEL

PANEL CLIP ON

THERMAL BLOCK

EXISTING ROOF

STRUCTURE TO REMAIN

(2) LAYERS OF R-19

BATT INSULATION

1" STEEL

STRAPPING@ 30" OC

EXISTING PRECAST

METAL COUNTERFLASHING

HOT AIR WELDED SPLICE

NEW 60 MIL TPO ROOF

MEMBRANE FULLY ADHERED

TPO FLASHING MEMBRANE

CONT BEAD OF SEALANT

CONT BEAD OF SEALANT

TERMINATION BAR

SEALANT MASTIC

M

IN

IM

U

M

1/2" COVER BOARD

TAPERED INSULATION

EXISTING ROOF DECK TO REMAIN

1" STEEL STRAPPING @ 30" OC

GUTTER STRAP

PREFIN METAL

GUTTER - SEE ROOF

DESIGN FOR SPECIFIC

DESIGNATION

RETAINER STRIP SET IN SEALANT

PANEL CLIP W/FASTENER

PREFIN STANDING SEAM METAL ROOF

6" Z-GIRT @ 3'-0" OC

CROSS-SECTION VIEW TOWARDS ROOF VIEW TOWARDS ROOF EDGE

NOTE: GUTTERS, GUTTER ENDS

BE 24 GA.

& 0.S./ D.S. SLEEVES SHALL

3" EXPANSION JOINT COVER

3/4" fLANGE RETURNS AT TOP OF

GUTTER TO RECIEVE EXP. JT. COVER,

UNDER ROOF PANEL

EXP. JT. COVER TO MATCH ROOFING

CUT VERTICAL FLANGE OF CAP

FLASHING AT EXP. JT. COVER

RIVET & SOLDER/WELD GUTTER ENDS

WATERTIGHT TO GUTTER

H E

IG

H

T V

A R

IE

S

BOTTOM OF

GUTTER TYP

SLOPE GUTTERS DOWN TO

DOWNSPOUTS AT A MIN OF 1/16"/FT.

CONTINUOUSLY SOLDER/WELD

FLASHING COVER PLATE TO EXP.

JT. COVER. DO NOT SOLDER TO

GUTTER

11"

3/4"

3/4"

3/4"

SEE BELOW

FOR DIM.

EXPANSION JOINT WIDTH AS FOLLOWS:

1/2" WARM TEMPERATURES. 3/4" AT MODERATE

AND 1" AT COOL TEMPERATURES

CONT. SOLDER TYP

PREFIN STANDING SEAM METAL ROOF PANEL

BASIS OF DESIGN: MBCI BATTENLOK HS

PANEL CLIP ON

THERMAL BLOCK

6" Z PURLIN 16 GA

@ 3'-0" OC

R-19 BATT INSULATION

EXISTING STEEL ROOF

STRUCTURE

R-19 BATT INSULATION

1" STEEL STRAPPING

@ 30" OC

6" 'C' CHANNEL

FIELD CUT & BEND RETURN IN PANEL - APPLY

SEALANT & HOOK RETURN OVER EAVE FLASHING

ALUMINUM BOX GUTTER SYSTEM

1/2" EXTERIOR GRADE PLYWOOD

SIMPSON HEAVY ANGLE

1'-0" MINIMUM

COVER SET ON CONT BUTYL

EXPANSION JOINT COVER

1" EXPANSION JOINT WITH PRECOMPRESSED

INSULATION FILLER AND RETAINER

PT 2X8 ENSURE THAT THE FRONT EDGE OF

THE GUTTER IS A MINIMUM OF 1" LOWER

THAN THE OPPOSITE SIDE

METAL CAP SECURED WITH CONT METAL CLEAT

EXISTING ROOF STRUCTURE

CONTINUOUS SELF-ADHERING FLASHING MEMBRANE

OVERLAP OVER PARAPET.

STEEL ANGLE

EXISTING PRECAST CORNICE

NEW METAL CLEAT - NAILS @ 3" OC

SEALANT MASTIC

NEW DRIP EDGE FLASHING

CONT BEAD OF TPO SEALANT

STRIP OF TPO FLASHING

NEW 1/2" COVER BOARD

EXISTING ROOF STRUCTURE TO REMAIN

NEW 60 MIL TPO MEMBRANE FULLY ADHERED

PREFIN METAL BRAKE W/ 'Z' CLOSURE

R-19 BATT INSULATION

PREFIN STANDING SEAM METAL ROOF

TAPERED INSULATION

R-19 BATT INSULATION

16 GA 6" Z-PURLINS @ 3'-0" OC

1" STEEL STRAPPING

@ 30" OC

Date:

Drawn By:

Project Number:

Revisions:

Sheet Description

Sheet Number

Checked By:

P R

IN

T

E D

F

IL

E

P A

T H

11 Ninth Street

Suite 120

Columbus, GA 31901

P. (706) 571-6923

F. (706) 571-6928

/2

/2

:3

:4

A

M A u to d e s k D o c s /2

-0

T ro u p

C o u n ty

D a lli s S t R e -r o o f/ -0

T R

O U

P C

O

D

A L L

IS

S T rv t

A3.2

ROOF DETAILS

TROUP COUNTY

LAGRANGE, GA 30240

TROUP

COUNTY GA -

900 DALLIS

STREET,

RE-ROOF

XXX

29 SEPTEMBER 2023

23-01599

CONSTRUCTION

DOCUMENTS

XXX

SCALE: 3" = 1'-0"A3.2

6 VALLEY DETAIL

SCALE: 6" = 1'-0"A3.2

8 ROOF PENETRATION DETAIL

SCALE: 3" = 1'-0"A3.2

2 TYPICAL RIDGE DETAIL

SCALE: 3" = 1'-0"A3.2

4 ROOF / WALL DETAIL

SCALE: 3" = 1'-0"A3.2

3 GUTTER DETAIL

SCALE: 3" = 1'-0"A3.2

7 GUTTER EXPANSION JOINT DETAIL

SCALE: 3" = 1'-0"A3.2

1 GUTTER DETAIL AT CORNICE

No. Date Description

SCALE: 3" = 1'-0"A3.2

5 ROOF EDGE DETAIL