CCGA_2443 CAMDEN REROOF_BIDSET.pdf

1 - ISSUED FOR BID

COGDELL & MENDRALA ARCHITECTS, PC

REPLACE ROOF OF COLLEGE OF COASTAL

GEORGIA CAMDEN CENTER

CCGA PROJECT NO.: CCGA-2443

CMA PROJECT NO.: 2410

COLLEGE OF COASTAL GEORGIA

SAUSSY ENGINEERING

ARCHITECTS

OWNER

COLLEGE OF COASTAL GEORGIA

8001 LAKES BLVD, KINGSLAND, GA 31548

517 E CONGRESS ST, SAVANNAH, GEORGIA, 31401

912.234.6318

CONSULTANTS

400 JOHNNY MERCER BLVD. SUITE E SAVANNAH, GA 31410

912.898.8255

STRUCTURAL ENGINEERS

CERTIFICATION

SHEET

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

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CONSTRUCTION DOCUMENTS

8001 LAKES BLVD, KINGSLAND, GA 31548

JANUARY 2025

T1.0

DRAWING

TITLE TITLE OF DRAWING1

A0.1 1/8" = 1'-0"

100A

LOBBY

H100

A0.1 SHEET NO. WHERE

DWG NO.

SHEET NO. WHERE

ELEV. IS DRAWN

SHEET NO. WHERE

DRAWING NO.

SECT. LINESECT. IS DRAWN

SECT. IS DRAWN

DET. IS DRAWN

AREA

AROUND

DASHES

DETAILED

ROOM NAME

ROOM NO.

DOOR NO.

SHEET NO. WHERE

DWG NO.

DWG NO.

DWG NO.

CENTER LINE

DOOR TAG

EXTERIOR WALL TAG

SEE A0.03

MATCH LINE

BREAK LINE

REVISION TAG

DIMENSION

INDICATOR

X.X

16'-0"

BUILDING

SECTION

WALL

SECTION

PLAN OR

SECTION

DETAIL

ROOM TAG

EXTERIOR

ELEVATION

N O

R T H

NORTH

ARROW

A0.1

A0.1

SECT. LINE

A0.1

S1

R1

FLOOR TAG

SEE A0.03

A0.1 A0.1

REVISION CLOUD

REVISION NUMBER

ROOF TAG

SEE A0.03

WINDOW TAG

SEE A8.X SERIES

C1

STOREFRONT TAG

SEE A8.X SERIES

CURTAIN WALL TAG

SEE A8.X SERIES

S1

W1

ROOF TYPE

FLOOR TYPE

EXTERIOR

WALL TYPE

VERTICAL HEIGHT

SPOT ELEVATION

MAIN LEVEL PLAN

0' - 0"

0' - 0"

TOILET & BATH

ACCESSORY TAG

TBA-1

KEYNOTE TAG 03 30 00.A CAST-IN-PLACE CONCRETE

SPECIFICATION SECTION

DESCRIPTION OF CONSTRUCTION

COMPONENT

CONSTRUCTION COMPONENT AS

LISTED IN LEGEND

PLAN NOTE TAG REFERS TO CORRESPONDING

NOTES ON SHEET

ELEV. IS DRAWN

SHEET NO. WHERE

DRAWING NO.INTERIOR

ELEVATION

A0.1 A0.1

INTERIOR PARTITION TAG

SEE A0.04

X.X.X

INTERIOR

WALL TYPE

X.X

X X

REFERS TO CORRESPONDING

ITEM AS SCHEDULED

AIR CONDITION(ING)

ADMINISTRATION

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

APPROXIMATE(LY)

ARCHITECT(URAL)

AUTOMATIC

AUXILIARY

AUDIOVISUAL

BITUMINOUS

BUILDING LINE

BUILDING

BOTTOM OF STEEL

BOTTOM

CABINET

CONTROL JOINT

CENTER LINE

CEILING

CEILING HEIGHT

CLOSET

CLEAR(ANCE)

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONFERENCE

CONTINUE, CONTINUOUS

CORRIDOR

CUBIC FOOT

CUBIC YARD

DEMOLISH

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DIVISION

DOWN SPOUT

EAST

EACH

ELEVATION

ELECTRIC(AL)

ELEVATOR

EXPANSION JOINT

ENCLOSE(D)

EDGE OF SLAB

EQUAL

EQUIPMENT

ELECTRIC WATER COOLER

EXISTING

JT EXPANSION JOINT

EXTERIOR

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER ON BRACKET

FIRE EXTINGUISHER CABINET

FACE TO FACE

FINISH FLOOR ELEVATION

FIRE HOSE CABINET

FINISHED FLOOR

FLOOR, FILLER

FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF SLAB

FACE OF WALL

FOOT, FEET

FOOTING

FURNISH, FURNITURE

GAGE

GALVANIZED

GENERAL CONTRACTOR

GYPSUM BOARD

GYPSUM PLASTER

HANDICAP

HEAVY DUTY

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HEIGHT

HEATING, VENTILATION &

AIR CONDITIONING

INSIDE DIAMETER

INFORMATION

INCLUDE(D), (ING)

INSULATION

INTERIOR

JANITOR CLOSET

KITCHEN

KNOCKOUT

LABORATORY

LAMINATE

LAUNDRY

LAV LAVATORY

LF LINEAR FEET

LVR LOUVER

MAINTENANCE

MATERIAL

MAXIMUM

MECHANICAL

MEZZANINE

MANUFACTURING

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOISTURE RESISTANT

MOUNTED

MOUNTING

METAL

NORTH

NOT IN CONTRACT

NON-COMBUSTIBLE

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPTION(AL)

OPPOSITE

POUNDS PER CUBIC FEET

PLASTIC LAMINATE

POUNDS PER LINEAR FOOT

PLYWOOD

PANEL

PAIR

PREFABRICATED

PREFINISH

PARKING

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINT, POST-TENSIONED,

PRE-TREATED

POLYVINYL CHLORIDE

(PLASTIC)

QUARTER

QUANTITY

RADIUS, RISER

REFLECTED CEILING PLAN,

REINFORCED CONCRETE

PIPE

ROOF DRAIN

REFRIGERATOR, REFERENCE

REQUIRED

ROOF LEADER

ROOM

ROUGH OPENING

RIGHT OF WAY

S SOUTH

SC SOLID CORE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STANDARD

STORAGE

SUSPENDED

SYSTEM

TREAD

TELEPHONE

TEMPORARY

TOP OF FINISH FLOOR

THICKNESS

THROUGH

TOP OF BEAM

TOP OF CONCRETE, TOP OF CURB

TOP OF FOOTING

TOP OF JOIST

TOP OF MASONRY

TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TREATED

TELEVISION

TYPICAL

UNDERWRITERS LABORATORIES

UNLESS NOTED OTHERWISE

VERTICAL

VESTIBULE

VERIFY IN FIELD

WEST, WIDE

WITH

WITHOUT

WATER CLOSET

WOOD

WORKING POINT, WATERPROOFING

WATER REPELLENT

WEIGHT

WALL TO WALL

WELDED WIRE FABRIC

YARD

A/C

ADMIN

AFF

ALT

ALUM

APPROX

ARCH

AUTO

AUX

AV

BITUM

BL

BLDG

BOS

BOT

CAB

CJ

CL

CLG

CLG HT

CLO

CLR

CMU

COL

CONC

CONF

CONT

CORR

CU FT

CU YD

DEMO

DEPT

DET

DF

DIA

DIAG

DIM

DIV

DS

E

EA

EL

ELEC

ELEV

EJ

ENCL

EOS

EQ

EQUIP

EWC

EXIST

EXP JT

EXT

FD

FE

FEB

FEC

F/F

FF EL

FHC

FIN FLR

FLR

FOC

FOF

FOM

FOS

FOW

FT

FTG

FURN

GA

GALV

GC

GYP BD

GYP PLAS

HC

HD

HDWR

HDWD

HM

HORIZ

HT

HVAC

ID

INFO

INCL

INSUL

INT

JAN CLO

KIT

KO

LAB

LAM

LAU

LAV

LF

LVR

MAINT

MATL

MAX

MECH

MEZZ

MFG

MFR

MIN

MISC

MO

MR

MTD

MTG

MTL

N

NIC

NON

NOM

NTS

OC

OD

OPT

OPP

PCF

PLAM

PLF

PLYWD

PNL

PR

PREFAB

PREFIN

PRKG

PSF

PSI

PT

PVC

QTR

QTY

R

RCP

RD

REF

REQD

RL

RM

RO

ROW

S

SC

SD

SECT

SF

SIM

SPEC

SPKR

SQ

SS

STD

STOR

SUSP

SYS

T

TEL

TEMP

TFF

THK

THRU

TOB

TOC

TOF

TOJ

TOM

TOP

TOS

TOW

TRTD

TV

TYP

UL

UNO

VERT

VEST

VIF

W W/ W/O

WC

WD

WP

WR

WT

W/W

WWF

YD

EARTH/COMPACT FILL

POROUS FILL

CONCRETE

SAND, GYPSUM BOARD

MORTAR, PLASTER

CONCRETE MASONRY

ROUGH WOOD

WOOD BLOCKING

PLAN LEGEND

SECTION

BATT INSULATION

RIGID INSULATION

BRICK VENEER

STEEL/OTHER METALS

PLYWOOD

GYPSUM BOARD

ACOUSTICAL CLG. TILE

FINISH WOOD

NOT IN CONTRACT

AREA NOT IN SCOPE

METAL STUD

PARTITION

CONCRETE MASONRY

PARTITION

EXISTING

CONSTRUCTION

CONSTRUCTION TO BE

REMOVED

PROPERTY ADDRESS: CAMDEN CENTER / COLLEGE OF

COASTAL GEORGIA

8001 LAKES BOULEVARD

KINGSLAND, GA 31548

APPLICABLE BUILDING CODES WITH GEORGIA AMENDMENTS:

(LIST IS NOT INCLUSIVE)

1. INTERNATIONAL BUILDING CODE, 2018 EDITION, WITH

GEORGIA AMENDMENTS (2020), (2022), (2024), (2025)

2. INTERNATIONAL FIRE CODE, 2018 EDITION, WITH GEORGIA

AMENDMENTS (2020)

3. INTERNATIONAL PLUMBING CODE, 2018 EDITION, WITH

GEORGIA AMENDMENTS (2020), (2022), (2023), (2024)

4. INTERNATIONAL MECHANICAL CODE, 2018 EDITION, WITH

GEORGIA AMENDMENTS (2020), (2024)

5. INTERNATIONAL FUEL GAS CODE, 2018 EDITION, WITH

GEORGIA AMENDMENTS (2020), (2022)

6. NATIONAL ELECTRICAL CODE, 2023 EDITION

7. INTERNATIONAL ENERGY CONSERVATION CODE, 2015

EDITION, WITH GEORGIA SUPPLEMENTS AND AMENDMENTS

(2020), (2022), (2023)

8. LIFE SAFETY CODE, NFPA 101, 2018 EDITION WITH GEORGIA

AMENDMENTS (2020)

9. NFPA 70 NATIONAL ELECTRICAL CODE (2020)

10. NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE (2019)

WITH GA AMENDMENTS (2020)

11. NFPA 13 (2019) WITH GEORGIA AMENDMENTS (2020)

12. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

TOTAL ROOF AREA: ± 22,817 SF

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

CogdellMendralaArchitects

Casey Brent Smith

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IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2024 COGDELL & MENDRALA ARCHITECTS, PC

100'50'0

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

As indicated

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G0.01

GENERAL

PROJECT

INFORMATION

JMJ

JANUARY 2025

CONSTRUCTION

DOCUMENTS

REPLACE ROOF

OF COLLEGE OF

COASTAL

GEORGIA

CAMDEN CENTER

8001 LAKES BLVD,

KINGSLAND, GA 31548

COLLEGE OF COASTAL GEORGIA

CAMDEN CENTER

CCGA-2443

KEYNOTE LEGEND - MASTER

NO. NOTE

06 10 53.A1 P.T. WD. BLOCKING

07 31 13 ASPHALT SHINGLES

07 31 13.B UNDERLAYMENT

07 31 13.C SELF-ADHERING UNDERLAYMENT

07 31 13.D1 METAL FLASHING

07 31 13.D2 COPPER FLASHING

07 31 13.E2 VENT PIPE FLASHING

07 54 19 POLY-VINYL CHLORIDE ROOFING

07 54 19.A7 MANUFACTURED RETROFIT DRAIN

07 54 19.B PVC FLASHING

07 54 19.B2 FLASHING MEMBRANE

07 54 19.B10 PVC WALK-OFF PAD

07 54 19.C2 RIGID INSULATION

07 54 19.C5 PERLITE BOARD 1"

07 54 19.D1 PVC COATED METAL FLASHING

07 54 19.D4 COUNTERFLASHING W/ CONT. CLEAT

07 54 19.D22 PREFABRICATED PVC CLAD METAL SCUPPER

07 54 19.I PREFABRICATED STACK/PIPE BOOT AND CLAMP

07 71 00.A8 FASCIA COVER WITH DRIP EDGE

07 71 00.C7A COPPER DRIP EDGE

07 71 00.M ROOF EXPANSION JOINT COVER

07 72 00.1 ROOF HATCH

07 72 00.6 LADDER ASSIST POST

07 92 00.A1 SEALANT

GRAPHIC SYMBOLS

ABBREVIATIONS

GENERAL NOTES

1 THE ELEVATION NOTED ON THE CIVIL, GRADING AND DRAINAGE PLAN IS REFERENCED AS 0'-0" (FFL) ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS, AND ELEVATIONS REFERENCED AS + OR - X'-X" SHALL BE TAKEN FROM

THIS BASE ELEVATION.

2 REFERENCE THE CODE INFORMATION ON SHEET LS0.01 FOR LIFE SAFETY REQUIREMENTS.

3 REFER TO SHEET G0.01 FOR SYMBOL LEGEND.

4 FRAME WALL DIMENSIONS ARE TO FACE OF STUD (UNO)

5 MASONRY WALL DIMENSIONS ARE TO FACE OF CMU (UNO)

6 EXTERIOR CONCRETE SIDEWALKS/SURFACE SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER FOOT MINIMUM FOR A DISTANCE OF 8'-0" MINIMUM. BEYOND 8'-0" THEY SHALL SLOPE AWAY FROM THE BUILDING AT 1/8" PER FOOT MINIMUM TO 1/2" PER FOOT MAXIMUM. REFER TO CIVIL DRAWINGS FOR EXTENT OF SIDEWALKS AND SPOT ELEVATIONS.

7 PROVIDE SOUND ATTENUATION BATTS OVER CEILINGS OF ALL SINGLE USER TOILET ROOMS, ALL OFFICES, AND ALL CONFERENCE ROOMS. PROVIDE 4'-0" WIDTH OF SOUND ATTENUATION BATTS (S.A.B.) OVER CEILINGS OF CLASSROOMS

ADJACENT TO PARTITION WALLS THAT DO NOT EXTEND TO THE DECK ABOVE.

8 OFFSET DOOR FRAMES IN STUD PARTITIONS 4" FROM ADJACENT WALL UNLESS INDICATED OTHERWISE.

9 OFFSET DOOR FRAMES IN MASONRY WALLS 8" FROM ADJACENT MASONRY WALL UNLESS OTHERWISE NOTED.

10 ALL LUMBER AND PLYWOOD INSTALLED THROUGHOUT THE BUILDING SHALL BE FIRE-RETARDANT TREATED. STANDING

AND RUNNING TRIM DO NOT REQUIRE TREATMENT.

11 LOCATE CONTROLS FOR MECHANICAL, ELECTRICAL, & LIFE SAFETY SYSTEMS (SWITCHES, THERMOSTATS, PULL STATIONS, ETC) WITHIN 12" OF NEAREST CORNER OR OPENING. DO NOT CENTER ITEM ON WALL. COORDINATE WITH

ARCHITECT IF QUESTIONS ARISE. REFER TO ELECTRICAL SHEETS FOR DETAILS.

12 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR AND LIKE CONDITIONS, UNLESS NOTED OTHERWISE.

13 REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING WALL OPENINGS FOR LOUVERS AND

GRILLES.

14 REFER TO SHEETS A4 SHEET SERIES FOR LOCATIONS OF TOILET ACCESSORIES.

15 REFER TO STRUCTURAL DRAWINGS FOR DIMENSIONS BETWEEN COLUMN GRID LINES.

16 REFER TO PLANS AND/OR SECTIONS FOR SUBSYSTEM TYPE.

17 FILL METAL DECK FLUTES WHERE FIRE AND SMOKE RESISTIVE PARTITIONS ABUT ROOF DECK. THICKNESS OF

FIREPROOFING TO MEET RATING REQUIREMENTS OF PARTITION.

18 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

19 INSTALL WOOD BLOCKING BEHIND ALL WALL-MOUNTED EQUIPMENT AT STUD PARTITIONS AND FURRING.

20 NEW FINISHES SHALL BE INSTALLED FLUSH WITH EXISTING FINISHES.

21 ALL NEW EXTERIOR MASONRY TO "TOOTH" INTO EXISTING BRICK AND CMU.

MATERIAL LEGEND GENERAL INFORMATIONSHEET LIST - ALL

SHEET

NUMBER SHEET NAME REV. DATE REV.

G0.01 GENERAL PROJECT INFORMATION

D2.01 DEMOLITION - ROOF PLAN

A2.01 ROOF PLAN

A2.02 ENLARGED ROOF PLANS

A8.31 ROOF DETAILS - PVC

A8.32 ROOF DETAILS - SHINGLES

A8.33 ROOF DETAILS

S1.0 WIND PRESSURE DIAGRAMS

LOCATION MAP:

PROJECT LOCATION

REVISION SCHEDULE

NO DATE DESCRIPTION

/4

/4

RH

/4

/4

/4

/4

RH

REMOVE SHINGLE ROOF SYSTEM AND UNDERLAYMENT TO DECK.

REMOVE FLASHINGS AT SHINGLE ROOF, INCLUDING FLASHING AT PENETRATIONS, CURBS AND

STEP-DOWNS.

REMOVE DRIP EDGE. COPPER FASCIA, DOWNSPOUTS AND CHIMNEYS TO REMAIN.

DO NOT DISTURB COPPER PANELS WRAP OR FLASHING AT CHIMNEYS.

EXISTING HVAC EQUIPMENT AND CURBS TO REMAIN. REMOVE CURB FLASHING.

REMOVE HVAC EQUIPMENT AS NEEDED TO REPLACE CURB FLASHING. COORDINATE REMOVAL

AND ANY UNIT OFF-LINE TIME WITH OWNER. EVALUATE CURBS, AND REMOVE DAMAGED

SECTIONS. SEE UNIT PRICES.

REMOVE CONCRETE SPLASHBLOCKS. DELIVER TO OWNER.

REMOVE BALLASTED BITUMEN ROOF SYSTEM AND UNDERLAYMENT TO DECK.

REMOVE INSULATION.

REMOVE FLASHING SYSTEMS, INCLUDING FLASHING AT PENETRATIONS AND CURBS.

COORDINATE DEMOLITION OF EXISTING CONSTRUCTION WITH NEW MATERIAL INSTALLATION.

REMOVE ROOF DRAINS AND ASSOCIATED FLASHINGS.

REMOVE EXPANSION JOINT COVERS. DO NOT DISTURB EXPANSION JOINT MATERIAL. IF

EXPANSION JOINT MATERIAL IS DAMAGED OR MISSING, NOTIFY DESIGN PROFESSIONAL.

REMOVE EXISTING ROOF HATCH, CURB AND FLASHING.

REMOVE ALL ABANDONED ROOF PENETRATIONS AND FLASHING. COORDINATE WITH OWNER.

DOWNSPOUTS AND GUTTERS TO REMAIN. REMOVE AND REINSTALL AS NEEDED FOR DRIP

EDGE AND ROOFING INSTALLATION. TYPICAL.

EXAMINE AND EVALUATE DOWNSPOUTS AND GUTTERS. DISCARD DAMAGED ITEMS. SEE UNIT

PRICES.

REMOVE THROUGH-WALL SCUPPERS AND FLASHING.

AFTER REMOVAL OF ROOFING SYSTEMS AND UNDERLAYMENT, EXAMINE AND EVALUATE

EXISTING ROOF DECK. REMOVE DAMAGED ROOF DECK. SEE UNIT PRICES. TYPICAL FOR BOTH

SHINGLED AND BUILT-UP ROOF SYSTEMS.

REMOVE SPLASHBLOCKS AT DOME DOWNSPOUTS. SAVE FOR REINSTALLATION.

REMOVE LIGHTING PROTECTION FROM LOW ROOF AREA AND CHIMNEYS. EXISTING LIGHTING

PROTECTION TO REMAIN AT THE DOME.

CLEAN BALLAST MATERIAL AND DEBRIS FROM GUTTERS. TYPICAL FOR ENTIRE ROOF.

REMOVE FLASHING AND ROOFING FROM THIS SECTION OF ROOF.

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

X"/1'-0" DIRECTION OF ROOF PITCH

DOWNSPOUTDS

VTR

RV RIDGE VENT

EJ EXPANSION JOINT

1. EXISTING SHINGLE ROOF SYSTEM:

SHINGLES ON WATERPROOF UNDERLAYMENT OVER 5/8" PLYWOOD DECKING OVER 1X2 FURRING

STRIPS (16" O.C.) OVER 1/2" STRAND BOARD OVER 3-1/2" INSULATION ON METAL TRUSSES.

2. EXISTING BALLASTED ROOF SYSTEM:

BALLASTED BUILT-UP ROOF OVER PERLITE BOARD OVER RIGID INSULATION OVER STRUCTURAL

STEEL DECK.

3. EXISTING ROOF SYSTEM INFORMATION IS BASED ON EXISTING BUILDING DOCUMENTATION

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.

TO THE BEST OF OUR KNOWLEDGE, THE FOLLOWING INFORMATION IS CORRECT. THE CONTRACTOR IS

RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

CogdellMendralaArchitects

Casey Brent Smith

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IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2024 COGDELL & MENDRALA ARCHITECTS, PC

100'50'0

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

As indicated

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D2.01

DEMOLITION -

ROOF PLAN

JMJ

JANUARY 2025

CONSTRUCTION

DOCUMENTS

REPLACE ROOF

OF COLLEGE OF

COASTAL

GEORGIA

CAMDEN CENTER

8001 LAKES BLVD,

KINGSLAND, GA 31548

COLLEGE OF COASTAL GEORGIA

CAMDEN CENTER

CCGA-2443

1/16" = 1'-0"D2.01

ROOF DEMOLITION PLAN1

DEMOLITION PLAN NOTES

ROOF LEGEND

4 4

6 6

CHIMNEY. REMOVE FLASHING.

SEE DETAIL FOR ADDITIONAL

INFORMATION. TYPICAL.

SHINGLED DORMERS.

TYPICAL.

DOME ROOF NOT INCLUDED IN BASE BID.

SEE NOTE 16, SHEET A2.01.

THROUGH-WALL SCUPPER.

TYPICAL.

ROOF DRAIN AT LOW-SLOPE

ROOF. TYPICAL.

HVAC UNIT. TYPICAL.

CONCRETE SPLASHBLOCK.

TYPICAL.

THIS AREA NOT INCLUDED.

TYP.

GENERAL DEMOLITION NOTES

1 DEMOLITION PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 241, 2022 EDITION

"STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS".

2 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR AND LIKE

CONDITIONS.

3 ANY EQUIPMENT REMOVED FOR RE-INSTALLATION SHALL BE PROTECTED AND STORED BY THE

CONTRACTOR.

4 WHERE MATERIALS ARE REMOVED OR DEMOLISHED, INFIL OR PATCH TO MATCH EXISTING ADJACENT

FINISH AND/OR STRUCTURAL MEMBER.

5 REMOVE ONLY THE PORTION OF THE ROOF SYSTEM THAT CAN BE REINSTALLED THAT WORK DAY, UNLESS PRIOR WRITTEN APPROVAL FROM THE OWNER HAS BEEN OBTAINED. IF NEW ROOFING

INSTALLATION CANNOT BE COMPLETED PRIOR TO END OF WORK DAY, COVER AND PROTECT

EXPOSED ROOF SHEATHING AND STRUCTURE TO KEEP BUILDING WEATHERTIGHT AND WATERTIGHT.

6 DEMOLITION ACTIVITIES SHALL COMPLY WITH 07 01 50 PREPARATION FOR REROOFING AND AS

INDICATED IN THE DRAWINGS.

13 13

EXISTING ROOF NOTES

/4

/4

6A

A8.31

TYP.

A8.31

TYP.

A8.32

TYP.

A8.32

TYP.

A8.32

TYP.

A8.32

TYP.

A8.32

TYP.

A8.32

TYP.

A8.31

TYP.

A8.33

TYP.

A8.31

TYP.

A8.31

TYP.

A8.33

TYP.

5" / 1'-0"5" / 1'-0"

5" / 1'-0"5" / 1'-0"

5" / 1'-0"5" / 1'-0"

5" / 1'-0"5" / 1'-0"

5" / 1'-0" 5" / 1'-0"

5" / 1'-0"5" / 1'-0"

5" / 1'-0" 5" / 1'-0" A2.02

A2.02

RHRH

A8.33

TYP.

A8.33

TYP.

A8.33

TYP.

A8.33

TYP.

1) GENERAL - INSTALL NEW SHINGLE ROOF SYSTEM AND UNDERLAYMENT. INSTALL NEW

FLASHINGS, INCLUDING AT PENETRATIONS, CHIMNEYS, HATCHES, CURBS AND STEP-DOWNS.

2) INSTALL SELF-ADHERING UNDERLAYMENT IN THE FOLLOWING LOCATIONS: 2'-0" LAP EACH

SIDE (4'-0" TOTAL SECTION) OF HIPS, RIDGES, VALLEYS, DORMERS, PENETRATIONS,

DIVERTERS; 1'-0" LENGTHS AT PERIMETER EDGES, EAVES, RAKES, WALL TERMINATIONS,

CURBS, FLASHING & TERMINATIONS. REMAINDER OF ROOF TO RECEIVE STANDARD SPECIFIED

UNDERLAYMENT, UNO.

3) DIVERTERS SHALL NOT BE INSTALLED WITHOUT WRITTEN APPROVAL FROM THE

ARCHITECT.

4) REPLACE ALL ROOF BOOTS AT PENETRATIONS.

5) RE-SPRAY ALL PIPES AND VENTS WITHIN THE SHINGLE FIELD. COLOR TO BE SELECTED BY

THE DESIGN PROFESSIONAL.

6) SEE DETAILS FOR ADDITIONAL INFORMATION.

7) ALL FLASHINGS, DRIP EDGES AND SIMILAR SYSTEMS AT SHINGLE ROOF SYSTEM SHALL BE

COPPER. NEW SYSTEMS SHALL MATCHTHE ORIGINAL IN DESIGN/PROFILE AND SIZE.

INSTALL NEW FLASHING AT EXISTING HVAC UNIT CURBS.

REMOVE HVAC EQUIPMENT AS NEEDED TO REPLACE CURB FLASHING.

REPLACE SECTIONS OF DAMAGED CURBS. SEE UNIT PRICES.

INSTALL WALK-OFF PADS AT EACH BOTTOM OF EACH DOWNSPOUT AT LOW ROOF (IN PLACE

OF SPLASHBLOCKS). PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF

ACCESS LADDERS AND HATCHES AT PVC SYSTEMS.

INSTALL NEW PVC ROOF SYSTEM AND XXX INSULATION.

INSTALL NEW FLASHINGS, INCLUDING FLASHING AT PENETRATIONS AND CURBS. SEE DETAILS.

PROVIDE NEW ROOF DRAINS AND ASSOCIATED FLASHINGS AT EXISTING DRAIN LOCATIONS.

SEE DETAIL. FIELD VERIFY EACH DRAIN DIMENSIONS.

NEW EXPANSION JOINT COVER. SEE DETAIL.

DO NOT DISTURB EXPANSION JOINT MATERIAL. IF EXPANSION JOINT MATERIAL IS DAMAGED

OR MISSING, NOTIFY DESIGN PROFESSIONAL.

NEW ROOF HATCH. FIELD VERIFY EXISTING OPENING DIMENSIONS.

COORDINATE INSTALLATION WITH EXISTING ROOF LADDER.

INFILL DECK (FLUSH) AT ABANDONED ROOF PENETRATIONS. DECK INFILL MATERIAL TO MATCH

EXISTING, ADJACENT DECK IN THICKNESS AND MATERIAL.

ROOF SAFETY ANCHOR POINTS. INSTALLATION TO MEET OSHA REQUIREMENTS.

REMOVE DOWNSPOUTS AND GUTTERS AS NEEDED FOR ROOFING SYSTEM AND DRIP EDGE

INSTALLATION. REINSTALL DOWNSPOUTS AND GUTTERS OR REPLACE DAMAGED

DOWNSPOUTS AND GUTTERS TO MATCH EXISTING IN SIZE, MATERIAL AND PROFILE.

SEE UNIT PRICES. TYPICAL.

INSTALL NEW PREFABRICATED PVC COATED THROUGH-WALL SCUPPERS AND FLASHING.

FIELD VERIFY SCUPPER DIMENSIONS.

REPLACE DAMAGED ROOF DECK. TYPICAL AT BOTH SHINGLED ROOF AND PVC ROOF.

SEE UNIT PRICES.

INSTALL NEW COPPER DRIP EDGE. TYPICAL AT SHINGLED ROOF EDGES WITH GUTTERS.

SEE DETAILS. COPPER DRIP EDGE TO MATCH EXISTING IN MATERIAL, FINISH, PROFILE AND

DIMENSIONS. DO NOT DISTURB EXISTING COPPER FASCIA.

INSTALL NEW FASCIA WITH DRIP EDGE. TYPICAL AT LOWER PVC ROOF. SEE DETAILS.

FASCIA/DRIP EDGE TO MATCH EXISTING MATERIAL, FINISH, PROFILE AND DIMENSIONS.

REINSTALL SPLASHBLOCKS AT DOME DOWNSPOUTS.

INSPECT DOME ROOF AND FLASHINGS. PROVIDE DESIGN PROFESSIONAL WITH CHANGE

ORDER PROPOSAL WITH LIST OF POTENTIAL MAINTENANCE/REPAIR ITEMS (INCLUDING

CLEANING JOINTS AND RESEALING).

LIGHTNING PROTECTION: COORDINATE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS

WITH NEW ROOF INSTALLATION.

PROVIDE NEW STRIKE TERMINATION. REUSE EXISTING LIGHTNING PROTECTION

CONDUCTORS, BONDING CONNECTIONS AND GROUNDING SYSTEMS IF IN GOOD REPAIR.

REPLACE DAMAGED OR MISSING COMPONENTS. PROVIDE A COMPLETE LIGHTNING

PROTECTION SYSTEM. SEE SPECIFICATIONS.

INSPECT CHIMNEY CAPS AND FLASHINGS. PROVIDE DESIGN PROFESSIONAL WITH CHANGE

ORDER PROPOSAL WITH LIST OF POTENTIAL MAINTENANCE/REPAIR ITEMS (INCLUDING

CLEANING JOINTS AND RESEALING).

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

CogdellMendralaArchitects

Casey Brent Smith

G G

IAA

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IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2024 COGDELL & MENDRALA ARCHITECTS, PC

100'50'0

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

As indicated

/6

/2

:4

:0

P

M C

U s e rs

\j ja m e s \D o c u m e n ts

\2

C A

M D

E N

R E

R O

O F

R

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J J a m e s

V Y

.r v t

A2.01

ROOF PLAN

JMJ

JANUARY 2025

CONSTRUCTION

DOCUMENTS

REPLACE ROOF

OF COLLEGE OF

COASTAL

GEORGIA

CAMDEN CENTER

8001 LAKES BLVD,

KINGSLAND, GA 31548

COLLEGE OF COASTAL GEORGIA

CAMDEN CENTER

CCGA-2443

1/16" = 1'-0"A2.01

ROOF PLAN1

KEYNOTE LEGEND - BY SHEET

NO. NOTE

GENERAL ROOF PLAN NOTES

1 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN.

2 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDE MANUFACTURER'S

STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

3 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH SMACNA

SHEET METAL MANUAL, CURRENT EDITION.

4 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH.

5 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL SIMILAR AND LIKE

CONDITIONS, UNLESS NOTED OTHERWISE.

6 FIELD VERIFY ALL EXISTING ITEMS THAT ARE TO BE REPLACED, INCLUDING ROOF DRAINS, EXPANSION

JOINT COVERS, PRIOR TO SHOP DRAWINGS/SUBMITTALS.

7 GUTTERS AND DOWNSPOUTS, AND EQUIPMENT CURBS WILL REMAIN. CONTACT DESIGN

PROFESSIONAL IF ANY OF THESE ITEMS ARE NOT IN GOOD CONDITION.

8 SLOPE ALL CRICKETS MINIMUM 1/4" PER FOOT AT FLAT ROOFS, UNLESS NOTED OTHERWISE.

9 EXISTING ROOF SLOPES TO REMAIN. CONTACT DESIGN PROFESSIONAL IF EXISTING SLOPE IS NOT

CODE COMPLIANT OR IS RESULTING IN PONDING.

10 TOPS OF ROOF CURBS TO BE LEVEL.

11 TOPS OF CURBS AND PENETRATIONS TO BE MINIMUM 8" ABOVE ROOF SURFACE. EXTEND CURBS AND

PENETRATIONS TO ACHIEVE 8" MINIMUM.

12 EXISTING BLOCKING IN GOOD CONDITION MAY REMAIN. DETERIORATED WOOD BLOCKING SHALL BE

REPLACED UNDER UNIT COST.

13 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

14 WHERE BLOCKING IS INSTALLED OVER MASONRY, UNDERLAY WITH 30# FELT AND PROVIDE 1/2"

CHEMICAL ANCHORS UNDER UNIT COST.

ROOF PLAN NOTES

4 4

6 6

CHIMNEY. INSTALL NEW

FLASHING. SEE DETAIL.

DOME ROOF NOT INCLUDED IN

BASE BID. SEE NOTE 16.

THROUGH-WALL SCUPPER.

TYPICAL.

HVAC UNIT. TYPICAL.

PVC WALK-OFF PAD. TYPICAL.

THIS AREA NOT INCLUDED.

13 TYP.TYP.

TYP.

ROOF DRAIN AT LOW-SLOPE

ROOF. TYPICAL.

14 TYP.

18 17

9 9

REVISION SCHEDULE

NO DATE DESCRIPTION

9 9

1) GENERAL - INSTALL NEW SHINGLE ROOF SYSTEM AND UNDERLAYMENT. INSTALL NEW

FLASHINGS, INCLUDING AT PENETRATIONS, CHIMNEYS, HATCHES, CURBS AND STEP-DOWNS.

2) INSTALL SELF-ADHERING UNDERLAYMENT IN THE FOLLOWING LOCATIONS: 2'-0" LAP EACH

SIDE (4'-0" TOTAL SECTION) OF HIPS, RIDGES, VALLEYS, DORMERS, PENETRATIONS,

DIVERTERS; 1'-0" LENGTHS AT PERIMETER EDGES, EAVES, RAKES, WALL TERMINATIONS,

CURBS, FLASHING & TERMINATIONS. REMAINDER OF ROOF TO RECEIVE STANDARD SPECIFIED

UNDERLAYMENT, UNO.

3) DIVERTERS SHALL NOT BE INSTALLED WITHOUT WRITTEN APPROVAL FROM THE

ARCHITECT.

4) REPLACE ALL ROOF BOOTS AT PENETRATIONS.

5) RE-SPRAY ALL PIPES AND VENTS WITHIN THE SHINGLE FIELD. COLOR TO BE SELECTED BY

THE DESIGN PROFESSIONAL.

6) SEE DETAILS FOR ADDITIONAL INFORMATION.

7) ALL FLASHINGS, DRIP EDGES AND SIMILAR SYSTEMS AT SHINGLE ROOF SYSTEM SHALL BE

COPPER. NEW SYSTEMS SHALL MATCHTHE ORIGINAL IN DESIGN/PROFILE AND SIZE.

INSTALL NEW FLASHING AT EXISTING HVAC UNIT CURBS.

REMOVE HVAC EQUIPMENT AS NEEDED TO REPLACE CURB FLASHING.

REPLACE SECTIONS OF DAMAGED CURBS. SEE UNIT PRICES.

INSTALL WALK-OFF PADS AT EACH BOTTOM OF EACH DOWNSPOUT AT LOW ROOF (IN PLACE

OF SPLASHBLOCKS). PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF

ACCESS LADDERS AND HATCHES AT PVC SYSTEMS.

INSTALL NEW PVC ROOF SYSTEM AND XXX INSULATION.

INSTALL NEW FLASHINGS, INCLUDING FLASHING AT PENETRATIONS AND CURBS. SEE DETAILS.

PROVIDE NEW ROOF DRAINS AND ASSOCIATED FLASHINGS AT EXISTING DRAIN LOCATIONS.

SEE DETAIL. FIELD VERIFY EACH DRAIN DIMENSIONS.

NEW EXPANSION JOINT COVER. SEE DETAIL.

DO NOT DISTURB EXPANSION JOINT MATERIAL. IF EXPANSION JOINT MATERIAL IS DAMAGED

OR MISSING, NOTIFY DESIGN PROFESSIONAL.

NEW ROOF HATCH. FIELD VERIFY EXISTING OPENING DIMENSIONS.

COORDINATE INSTALLATION WITH EXISTING ROOF LADDER.

INFILL DECK (FLUSH) AT ABANDONED ROOF PENETRATIONS. DECK INFILL MATERIAL TO MATCH

EXISTING, ADJACENT DECK IN THICKNESS AND MATERIAL.

ROOF SAFETY ANCHOR POINTS. INSTALLATION TO MEET OSHA REQUIREMENTS.

REMOVE DOWNSPOUTS AND GUTTERS AS NEEDED FOR ROOFING SYSTEM AND DRIP EDGE

INSTALLATION. REINSTALL DOWNSPOUTS AND GUTTERS OR REPLACE DAMAGED

DOWNSPOUTS AND GUTTERS TO MATCH EXISTING IN SIZE, MATERIAL AND PROFILE.

SEE UNIT PRICES. TYPICAL.

INSTALL NEW PREFABRICATED PVC COATED THROUGH-WALL SCUPPERS AND FLASHING.

FIELD VERIFY SCUPPER DIMENSIONS.

REPLACE DAMAGED ROOF DECK. TYPICAL AT BOTH SHINGLED ROOF AND PVC ROOF.

SEE UNIT PRICES.

INSTALL NEW COPPER DRIP EDGE. TYPICAL AT SHINGLED ROOF EDGES WITH GUTTERS.

SEE DETAILS. COPPER DRIP EDGE TO MATCH EXISTING IN MATERIAL, FINISH, PROFILE AND

DIMENSIONS. DO NOT DISTURB EXISTING COPPER FASCIA.

INSTALL NEW FASCIA WITH DRIP EDGE. TYPICAL AT LOWER PVC ROOF. SEE DETAILS.

FASCIA/DRIP EDGE TO MATCH EXISTING MATERIAL, FINISH, PROFILE AND DIMENSIONS.

REINSTALL SPLASHBLOCKS AT DOME DOWNSPOUTS.

INSPECT DOME ROOF AND FLASHINGS. PROVIDE DESIGN PROFESSIONAL WITH CHANGE

ORDER PROPOSAL WITH LIST OF POTENTIAL MAINTENANCE/REPAIR ITEMS (INCLUDING

CLEANING JOINTS AND RESEALING).

LIGHTNING PROTECTION: COORDINATE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS

WITH NEW ROOF INSTALLATION.

PROVIDE NEW STRIKE TERMINATION. REUSE EXISTING LIGHTNING PROTECTION

CONDUCTORS, BONDING CONNECTIONS AND GROUNDING SYSTEMS IF IN GOOD REPAIR.

REPLACE DAMAGED OR MISSING COMPONENTS. PROVIDE A COMPLETE LIGHTNING

PROTECTION SYSTEM. SEE SPECIFICATIONS.

INSPECT CHIMNEY CAPS AND FLASHINGS. PROVIDE DESIGN PROFESSIONAL WITH CHANGE

ORDER PROPOSAL WITH LIST OF POTENTIAL MAINTENANCE/REPAIR ITEMS (INCLUDING

CLEANING JOINTS AND RESEALING).

5" / 1'-0"

5" / 1'-0"

5" / 1'-0" 1/4" / 1'-0"

NOTE:

1. OTHER EXISTING ROOFS ARE SIMILAR.

2. SLOPE OF SHINGLE ROOF IS 5"/1'-0" TYPICAL, INCLUDING DORMERS. EXISTING ROOF SLOPE TO REMAIN.

3. SLOPE OF PVC ROOF IS 1/4"/1'-0" TYPICAL. EXISTING ROOF SLOPE TO REMAIN.

/4

/8

/4

5" / 1'-0"

5" / 1'-0"

/4

'-0

" 5

1/4" / 1'-0"

5" / 1'-0"

5" / 1'-0"

5" / 1'-0"

5" / 1'-0"

5" / 1'-0" 5" / 1'-0"

5" / 1'-0" TYP. 5" / 1'-0" TYP.

5" / 1'-0" TYP. 5" / 1'-0" TYP.

T

Y P

T

Y P

T

Y P

T

Y P

5" / 1'-0" TYP. 5" / 1'-0" TYP.

5" / 1'-0"

5" / 1'-0"

/4

" / 1 '-0

1/ 4"

1'

-0

5" / 1'-0"

5" / 1'-0"

RH

A8.32

TYP.

A8.32

TYP.

NOTE:

1. OTHER EXISTING SLOPED, SHINGLED ROOF AREAS ARE SIMILAR.

2. SLOPE OF SHINGLE ROOF IS 5"/1'-0" TYPICAL, INCLUDING DORMERS. EXISTING ROOF SLOPE TO REMAIN.

3. SLOPE OF PVC ROOF IS 1/4"/1'-0" TYPICAL. EXISTING ROOF SLOPE TO REMAIN.

A8.33

TYP.

A8.33

TYP.

A8.33

TYP.

A8.33

TYP.

1/8" = 1'-0"A2.02

ENLARGED ROOF PLAN - TYPICAL SHINGLE SLOPES2

3/16" = 1'-0"A2.02

ENLARGED ROOF PLAN - TYPICAL PVC SLOPES1

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

CogdellMendralaArchitects

Casey Brent Smith

G G

IAA

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ARC H

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IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2024 COGDELL & MENDRALA ARCHITECTS, PC

100'50'0

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

As indicated

/6

/2

:4

:0

P

M C

U s e rs

\j ja m e s \D o c u m e n ts

\2

C A

M D

E N

R E

R O

O F

R

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J J a m e s

V Y

.r v t

A2.02

ENLARGED

ROOF PLANS

JMJ

JANUARY 2025

CONSTRUCTION

DOCUMENTS

REPLACE ROOF

OF COLLEGE OF

COASTAL

GEORGIA

CAMDEN CENTER

8001 LAKES BLVD,

KINGSLAND, GA 31548

COLLEGE OF COASTAL GEORGIA

CAMDEN CENTER

CCGA-2443

KEYNOTE LEGEND - BY SHEET

NO. NOTE

GENERAL ROOF PLAN NOTES

1 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN.

2 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDE MANUFACTURER'S

STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

3 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH SMACNA

SHEET METAL MANUAL, CURRENT EDITION.

4 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH.

5 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL SIMILAR AND LIKE

CONDITIONS, UNLESS NOTED OTHERWISE.

6 FIELD VERIFY ALL EXISTING ITEMS THAT ARE TO BE REPLACED, INCLUDING ROOF DRAINS, EXPANSION

JOINT COVERS, PRIOR TO SHOP DRAWINGS/SUBMITTALS.

7 GUTTERS AND DOWNSPOUTS, AND EQUIPMENT CURBS WILL REMAIN. CONTACT DESIGN

PROFESSIONAL IF ANY OF THESE ITEMS ARE NOT IN GOOD CONDITION.

8 SLOPE ALL CRICKETS MINIMUM 1/4" PER FOOT AT FLAT ROOFS, UNLESS NOTED OTHERWISE.

9 EXISTING ROOF SLOPES TO REMAIN. CONTACT DESIGN PROFESSIONAL IF EXISTING SLOPE IS NOT

CODE COMPLIANT OR IS RESULTING IN PONDING.

10 TOPS OF ROOF CURBS TO BE LEVEL.

11 TOPS OF CURBS AND PENETRATIONS TO BE MINIMUM 8" ABOVE ROOF SURFACE. EXTEND CURBS AND

PENETRATIONS TO ACHIEVE 8" MINIMUM.

12 EXISTING BLOCKING IN GOOD CONDITION MAY REMAIN. DETERIORATED WOOD BLOCKING SHALL BE

REPLACED UNDER UNIT COST.

13 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

14 WHERE BLOCKING IS INSTALLED OVER MASONRY, UNDERLAY WITH 30# FELT AND PROVIDE 1/2"

CHEMICAL ANCHORS UNDER UNIT COST.

ROOF PLAN NOTES

NOTE: EXISTING ROOF DRAIN SIZES VARY.

2"

EXISTING DRAIN BODY

EXISTING RAIN WATER LEADER - FIELD VERIFY DIAMETER

EXISTING MECHANICAL WATERTIGHT CONNECTION SEAL

EXISTING DRAIN BOWL

PVC COATED ALUMINUM FLANGE

ROOFING MANUF'S RECOMMENDED SEALANT

07 54 19.A7 MANUFACTURED RETROFIT DRAIN

07 54 19.B2 FLASHING MEMBRANE

07 54 19 POLY-VINYL CHLORIDE ROOFING

07 54 19.C2 RIGID INSULATION

EXISTING STEEL DECK

07 54 19.C5 PERLITE BOARD 1"

EXISTING WOOD BLOCKING.

SEE GENERAL NOTE 12, SHEET A2.01

EXIST. PLUMB. VENT

(NOTE - IF VENT TERMINATES LESS THAN 8" ABOVE

MEMBRANE, EXTEND PIPE TO TERMINATE ABOVE 8")

07 54 19

POLY-VINYL

CHLORIDE ROOFING

07 54 19.I

PREFABRICATED STACK/PIPE BOOT

AND CLAMP

07 54 19.C2 RIGID INSULATION

EXISTING DECK

07 54 19.C5 PERLITE BOARD 1"

07 54 19POLY-VINYL CHLORIDE ROOFING

NOTE: PVC RAKE EDGE DETAIL SIMILAR.

07 71 00.A8FASCIA COVER WITH DRIP EDGE

EXISTING BRICK

EXISTING ROOF DECK

07 54 19.C2RIGID INSULATION

EXISTING 2X8

WRAP BOTTOM EDGE OF

EXISTING 2X8 FASCIA BOARD,

EXTEND UP BACK FACE 2" MIN.

8" M

IN

07 54 19 POLY-VINYL CHLORIDE ROOFING

07 54 19.D1 PVC COATED METAL FLASHING

07 92 00.A1 SEALANT

FASTENERS AT 12" O.C.,

SET IN SEALANT

EXISTING DECK

NOTE: COUNTER FLASHING TO COVER EXISTING CUT IN MASONRY WALL FROM PREVIOUS

THROUGH-WALL FLASHING. IF COUNTER FLASHING CONFLICTS WITH EXISTING WEEP LOCATIONS, CONTACT DESIGN PROFESSIONAL PRIOR TO FABRICATION AND INSTALLATION OF FLASHING.

DO NOT COVER EXISTING WEEPS WITH NEW MATERIAL.

07 54 19.D4 COUNTERFLASHING W/ CONT. CLEAT

07 54 19.C2 RIGID INSULATION

AT PERIMETER OF

SCUPPER OPENING.

FASTEN USING GALVANIZED ANNULAR

RING NAILS AT 4" O.C. STAGGERED.

ADHERED.

07 54 19 POLY-VINYL CHLORIDE ROOFING

07 54 19.B PVC FLASHING

07 54 19.D22

PREFABRICATED PVC CLAD METAL

SCUPPER

07 54 19.B PVC FLASHING

07 54 19.B PVC FLASHING

07 92 00.A1SEALANT

EXISTING STRUCTURAL DECK.

06 10 53.A1 P.T. WD. BLOCKING

07 54 19.C2 RIGID INSULATION

TYP.

A8.31

6B

EXISTING DOWNSPOUT

SEE ROOF PLAN NOTE 10, SHEET A2.01.

NOTE: REMOVE DOWNSPOUTS AS NEEDED FOR FLASHING INSTALLATION. REINSTALL DOWNSPOUTS.

07 54 19.B10 PVC WALK-OFF PAD

07 54 19 POLY-VINYL CHLORIDE ROOFING

EXISTING BRICK

ACCEPTABLE FASTENERS &

PLATE 12" O.C. MAXIMUM

NOTE:

1. SEE BASE TIE-IN DETAILS FOR SECUREMENT.

2. COVER PVC-COATED METAL SEAMS WITH PVC MEMBRANE STRIP 6" MIN.

PVC OUTSIDE CORNER WELDED

TO PVC-COATED METAL

1" MIN. CANT REQUIRED

1" OVERLAP W/ BLIND FASTENERS ARE

3" O.C. MAX

4. ALTERNATE DETAIL: PROVIDE PVC MEMBRANE IN LIEU OF PVC COATED METAL

PVC-COATED METAL, CONTINUE

OVER TOP/CURB

M

IN

SELF ADHERING FOAM

WEATHERSTRIPPING SEAL

3. RAISE ALL CURBS LESS THAN 8" ABOVE ROOF SURFACE TO 8" MINIMUM

8" M

IN

IM

U M

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

CogdellMendralaArchitects

Casey Brent Smith

G G

IAA

T

T

S

E

EOF OR

ARC H

IT

R

R

G E

I

E E D

ST

E C T

E

E

C

R T

IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2024 COGDELL & MENDRALA ARCHITECTS, PC

100'50'0

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

As indicated

/6

/2

:4

:0

P

M C

U s e rs

\j ja m e s \D o c u m e n ts

\2

C A

M D

E N

R E

R O

O F

R

V T

J J a m e s

V Y

.r v t

A8.31

ROOF DETAILS

- PVC

JMJ

JANUARY 2025

CONSTRUCTION

DOCUMENTS

REPLACE ROOF

OF COLLEGE OF

COASTAL

GEORGIA

CAMDEN CENTER

8001 LAKES BLVD,

KINGSLAND, GA 31548

COLLEGE OF COASTAL GEORGIA

CAMDEN CENTER

CCGA-2443

KEYNOTE LEGEND - BY SHEET

NO. NOTE

06 10 53.A1 P.T. WD. BLOCKING

07 54 19 POLY-VINYL CHLORIDE ROOFING

07 54 19.A7 MANUFACTURED RETROFIT DRAIN

07 54 19.B PVC FLASHING

07 54 19.B2 FLASHING MEMBRANE

07 54 19.B10 PVC WALK-OFF PAD

07 54 19.C2 RIGID INSULATION

07 54 19.C5 PERLITE BOARD 1"

07 54 19.D1 PVC COATED METAL FLASHING

07 54 19.D4 COUNTERFLASHING W/ CONT. CLEAT

07 54 19.D22 PREFABRICATED PVC CLAD METAL SCUPPER

07 54 19.I PREFABRICATED STACK/PIPE BOOT AND CLAMP

07 71 00.A8 FASCIA COVER WITH DRIP EDGE

07 92 00.A1 SEALANT

3" = 1'-0"A8.31

PVC ROOF - DRAIN DETAIL1

3" = 1'-0"A8.31

PVC ROOF - VTR DETAIL4

3" = 1'-0"A8.31

PVC ROOF - EDGE DETAIL5

3" = 1'-0"A8.31

PVC ROOF TO WALL FLASHING DETAIL6B

3" = 1'-0"A8.31

THRU-WALL SCUPPER3

3" = 1'-0"A8.31

PVC ROOF TO WALL DETAIL6A

1 1/2" = 1'-0"A8.31

PVC ROOF - CURB FLASHING DETAIL2

EXISTING ROOF SYSTEMS

1 EXISTING SHINGLE ROOF SYSTEM:

SHINGLES ON WATERPROOF UNDERLAYMENT OVER 5/8" PLYWOOD DECKING OVER 1X2 FURRING

STRIPS (16" O.C.) OVER 1/2" STRAND BOARD OVER 3-1/2" INSULATION ON METAL TRUSSES.

2 EXISTING BALLASTED ROOF SYSTEM:

BALLASTED BUILT-UP ROOF OVER PERLITE BOARD OVER RIGID INSULATION OVER STRUCTURAL

STEEL DECK.

3 EXISTING ROOF SYSTEM INFORMATION IS BASED ON EXISTING BUILDING DOCUMENTATION

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.

GENERAL DETAIL NOTES

1 FOR TRANSITION FROM SHINGLE TO PVC ROOFING, SEE DETAIL 5/A8.33

2 AT EXISTING COPPER CONDUCTOR HEADS, SEE DETAIL 1/A8.33.

CONDITIONS MAY VARY AT CONDUCTOR HEADS WITH COMBINATION OF SHINGLE AND PVC ROOF

SYSTEMS.

3 PVC ROOF/FLASHING MEMBRANE IS TO BE ISOLATED FROM COPPER MATERIALS.

07 31 13.C SELF-ADHERING UNDERLAYMENT

07 31 13 ASPHALT SHINGLES

EXISTING DECK

RIDGE SHINGLE

07 71 00.M ROOF EXPANSION JOINT COVER

07 31 13.D1 METAL FLASHING

EXTEND FLASHING UP HEIGHT OF BLOCKING,

UNDER JOINT COVER.

NOTE: EXPANSION JOINT COVER DETAIL AT PVC ROOFING SIMILAR.

07 31 13.C SELF-ADHERING UNDERLAYMENT

EXISTING EXPANSION JOINT.

SEE PLAN NOTE 6, SHEET A2.01

EXISTING WOOD BLOCKING.

SEE GENERAL NOTE 12, SHEET A2.01

2"

07 31 13 ASPHALT SHINGLES

07 31 13.C

SELF-ADHERING

UNDERLAYMENT

EXISTING ROOF DECK

EXISTING VENT PIPE

07 31 13.E2VENT PIPE FLASHING

3 LB. LEAD FLASHING WITH 8" FLANGE ON

ALL SIDES. SHINGLES OVER FLANGE ON

TOP AND SIDES. FLANGE OVER SHINGLES

ON BOTTOM SIDE. SET FLANGE IN

ROOFING CEMENT.

07 31 13 ASPHALT SHINGLES

07 31 13.C SELF-ADHERING UNDERLAYMENT

EXISTING GUTTER AND DOWNSPOUT.

SEE NOTE 10, SHEET A2.01.

EXISTING COPPER FASCIA WITH

DRIP EDGE TO REMAIN.

2"

1/ 2"

1"

EXISTING SHEATHING

07 71 00.C7A COPPER DRIP EDGE

EXISTING BRICK

EXISTING 2X8

SEE NOTE 13, SHEET A2.01.

07 31 13.CSELF-ADHERING UNDERLAYMENT

07 31 13ASPHALT SHINGLES

EXISTING ROOF DECK

EXISTING BRICK

EXISTING 2X8

EXISTING COPPER FASCIA WITH DRIP EDGE

4"

07 31 13.CSELF-ADHERING UNDERLAYMENT

07 31 13ASPHALT SHINGLES

EXISTING COPPER FLASHING TO REMAIN. EXAMINE EXISTING

COPPER FLASHING. IF FLASHING IS IN POOR CONDITION, REMOVE

EXISTING FLASHING AND INSTALL/CLIP NEW COPPER FLASHING INTO

EXISTING COPPER PANELS AS SHOWN. SEE UNIT PRICES.

EXISTING COPPER WALL PANELS,

TO REMAIN. DO NOT DISTURB.

4"

EXISTING ROOF DECK

INSTALL AND SECURE SHINGLES UP

UNDER EXISTING COPPER FLASHING.

INSTALL AND SECURE UNDERLAYMENT

UP UNDER EXISTING COPPER FLASHING.

MTL CAP FLASHING

MTL CAP FLASHING

NOTES:

1. LADDER IS EXISTING.

2. RUNGS AND RAILING NOT SHOWN FOR CLARITY.

EXISTING PLYWOOD SHEATHING OR

SOLID LUMBER TO COMPLETELY COVER

EDGES OF METAL DECK ALL FOUR SIDES

07 72 00.1ROOF HATCH

07 31 13.D2COPPER FLASHING

07 31 13.D2COPPER FLASHING

07 72 00.6

LADDER ASSIST

POST

M

IN

. R E

Q . F

O R

H A

TC

H

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R

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IN

. W H

E N

O P E

N 70°

8" M

IN

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

CogdellMendralaArchitects

Casey Brent Smith

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IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2024 COGDELL & MENDRALA ARCHITECTS, PC

100'50'0

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

As indicated

/6

/2

:4

:0

P

M C

U s e rs

\j ja m e s \D o c u m e n ts

\2

C A

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A8.32

ROOF DETAILS

- SHINGLES

JMJ

JANUARY 2025

CONSTRUCTION

DOCUMENTS

REPLACE ROOF

OF COLLEGE OF

COASTAL

GEORGIA

CAMDEN CENTER

8001 LAKES BLVD,

KINGSLAND, GA 31548

COLLEGE OF COASTAL GEORGIA

CAMDEN CENTER

CCGA-2443

KEYNOTE LEGEND - BY SHEET

NO. NOTE

07 31 13 ASPHALT SHINGLES

07 31 13.C SELF-ADHERING UNDERLAYMENT

07 31 13.D1 METAL FLASHING

07 31 13.D2 COPPER FLASHING

07 31 13.E2 VENT PIPE FLASHING

07 71 00.C7A COPPER DRIP EDGE

07 71 00.M ROOF EXPANSION JOINT COVER

07 72 00.1 ROOF HATCH

07 72 00.6 LADDER ASSIST POST

3" = 1'-0"A8.32

SHINGLE ROOF - RIDGE VENT DETAIL5

3" = 1'-0"A8.32

SHINGLE ROOF - EXPANSION JOINT DETAIL6

3" = 1'-0"A8.32

SHINGLE ROOF - VTR DETAIL3

3" = 1'-0"A8.32

SHINGLE ROOF - GUTTER EDGE DETAIL2

3" = 1'-0"A8.32

SHINGLE ROOF - RAKE EDGE DETAIL1

3" = 1'-0"A8.32

SHINGLE ROOF - FLASHING DETAIL AT CHIMNEYS4

EXISTING ROOF SYSTEMS

1 EXISTING SHINGLE ROOF SYSTEM:

SHINGLES ON WATERPROOF UNDERLAYMENT OVER 5/8" PLYWOOD DECKING OVER 1X2 FURRING

STRIPS (16" O.C.) OVER 1/2" STRAND BOARD OVER 3-1/2" INSULATION ON METAL TRUSSES.

2 EXISTING BALLASTED ROOF SYSTEM:

BALLASTED BUILT-UP ROOF OVER PERLITE BOARD OVER RIGID INSULATION OVER STRUCTURAL

STEEL DECK.

3 EXISTING ROOF SYSTEM INFORMATION IS BASED ON EXISTING BUILDING DOCUMENTATION

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.

1 1/2" = 1'-0"A8.32

ROOF HATCH DETAIL7

GENERAL DETAIL NOTES

1 FOR TRANSITION FROM SHINGLE TO PVC ROOFING, SEE DETAIL 5/A8.33

2 AT EXISTING COPPER CONDUCTOR HEADS, SEE DETAIL 1/A8.33.

CONDITIONS MAY VARY AT CONDUCTOR HEADS WITH COMBINATION OF SHINGLE AND PVC ROOF

SYSTEMS.

3 PVC ROOF/FLASHING MEMBRANE IS TO BE ISOLATED FROM COPPER MATERIALS.

24 GA. PVC COATED

METAL VALLEY PAN

HEAT WELD PVC MEMBRANE

OVER JOINT TO SEAL BOTH SIDES.

REUSE EXISTING

CONDUCTOR HEAD

A8.33

TYP.

A8.33

TYP.

A8.33

TYP.

NOTE: MEMBRANE UNDERLAYMENT TO BE

INSTALLED UNDER PVC MEMBRANE IN ALL AREAS.

4"

UP SLOPEPVC MEMBRANE

8" 3/4"

PVC MEMBRANE PLACED UNDER METAL

VALLEY PAN FOR WATERPROOF AND

ISOLATION OF DISSIMILAR METALS

2 FASTENERS

PER CLIP

4" LONG CLIP -

MINIMUM 2 PER SIDE

ON VALLEY PAN

NOTE: MEMBRANE UNDERLAYMENT TO BE

INSTALLED UNDER PVC MEMBRANE IN ALL AREAS.

TURN PVC AND VALLEY PAN

INTO CONDUCTOR HEAD

EXISTING CONDUCTOR HEAD

EXISTING FASCIA

NOTE: MEMBRANE UNDERLAYMENT TO BE

INSTALLED UNDER PVC MEMBRANE IN ALL AREAS.

TURN VALLEY PAN OVER NEW RAKE FLASHING

TURN PVC MEMBRANE OVER EDGE

NEW RAKE FLASHING

EXISTING FASCIA

NOTE: MEMBRANE UNDERLAYMENT TO BE

INSTALLED UNDER PVC MEMBRANE IN ALL AREAS.

EXISTING DECK

07 31 13 ASPHALT SHINGLES

4" 4"

2"

14"

6" MIN.

07 31 13.C SELF-ADHERING UNDERLAYMENT

07 54 19

POLY-VINYL

CHLORIDE ROOFING

3" = 1'-0"A8.33

DETAIL AT TRANSITION5

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

CogdellMendralaArchitects

Casey Brent Smith

G G

IAA

T

T

S

E

EOF OR

ARC H

IT

R

R

G E

I

E E D

ST

E C T

E

E

C

R T

IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2024 COGDELL & MENDRALA ARCHITECTS, PC

100'50'0

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

3" = 1'-0"

/6

/2

:4

:0

P

M C

U s e rs

\j ja m e s \D o c u m e n ts

\2

C A

M D

E N

R E

R O

O F

R

V T

J J a m e s

V Y

.r v t

A8.33

ROOF DETAILS

JMJ

JANUARY 2025

CONSTRUCTION

DOCUMENTS

REPLACE ROOF

OF COLLEGE OF

COASTAL

GEORGIA

CAMDEN CENTER

8001 LAKES BLVD,

KINGSLAND, GA 31548

COLLEGE OF COASTAL GEORGIA

CAMDEN CENTER

CCGA-2443

KEYNOTE LEGEND - BY SHEET

NO. NOTE

07 31 13 ASPHALT SHINGLES

07 31 13.C SELF-ADHERING UNDERLAYMENT

07 54 19 POLY-VINYL CHLORIDE ROOFING

EXISTING ROOF SYSTEMS

1 EXISTING SHINGLE ROOF SYSTEM:

SHINGLES ON WATERPROOF UNDERLAYMENT OVER 5/8" PLYWOOD DECKING OVER 1X2 FURRING

STRIPS (16" O.C.) OVER 1/2" STRAND BOARD OVER 3-1/2" INSULATION ON METAL TRUSSES.

2 EXISTING BALLASTED ROOF SYSTEM:

BALLASTED BUILT-UP ROOF OVER PERLITE BOARD OVER RIGID INSULATION OVER STRUCTURAL

STEEL DECK.

3 EXISTING ROOF SYSTEM INFORMATION IS BASED ON EXISTING BUILDING DOCUMENTATION

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.

NOT TO SCALEA8.33

CONDUCTOR HEAD PLAN DETAIL1

NOT TO SCALEA8.33

ENLARGED VALLEY PAN DETAIL4

NOT TO SCALEA8.33

SECTION AT CONDUCTOR HEAD FLASHING2

NOT TO SCALEA8.33

ENLARGED SECTION AT DRIP EDGE3

GENERAL DETAIL NOTES

1 FOR TRANSITION FROM SHINGLE TO PVC ROOFING, SEE DETAIL 5/A8.33

2 AT EXISTING COPPER CONDUCTOR HEADS, SEE DETAIL 1/A8.33.

CONDITIONS MAY VARY AT CONDUCTOR HEADS WITH COMBINATION OF SHINGLE AND PVC ROOF

SYSTEMS.

3 PVC ROOF/FLASHING MEMBRANE IS TO BE ISOLATED FROM COPPER MATERIALS.