bradwell institute re-roofing

SET NO. SHEET:

COGDELL & MENDRALA ARCHITECTS, PCARCHITECTS:

BRADWELL INSTITUTE RE-ROOFINGSTATE FACILITY CODE 689-1603

HINESVILLE, GEORGIA 31313

ARCH. PROJECT NO. 2022

FOR

LIBERTY COUNTY SCHOOL SYSTEM

BID NO. RFP#2022-02

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CONSTRUCTION DOCUMENTS

LIST OF DRAWINGS - ARCHITECTURAL

A0.01 ROOF CONSTRUCTION SYSTEMS, GRAPHIC SYMBOLS

A2.01 ROOF PLAN, UPLIFT DIAGRAM MECHANICAL

A2.02 ROOF PLANS, UPLIFT DIAGRAMS

A8.31 ROOF DETAILS

A8.32 ROOF DETAILS

A8.33 ROOF DETAILS

SCHEDULE OF DRAWINGS:LOCATION MAP:

LOW-SLOPE ROOF CONSTRUCTION - CLASSROOM, BASE BID

07 54 19POLY-VINYL CHLORIDE ROOFING

03 52 16.13LIGHTWEIGHT CELLULAR INSULATING

CONCRETE

EXISTING STEEL DECK

EXISTING STEEL STRUCTURE

LOW-SLOPE ROOF CONSTRUCTION - CLASSROOM, ALTERNATE07 54 19POLY-VINYL CHLORIDE ROOFING

EXISTING STEEL DECK


07 54 19.C6GYPSUM COVERBOARD

EXISTING EPS INSULATION

EXISTING THERMOPLASTIC MEMBRANE - DISABLED

R2

R2

ADHERED

MECHANICALLY ATTACHED

ADHERED

NOTE: PROVISIONS OF 070150.19 "PREPARATION FOR RE-ROOFING" APPLY AREAS DENOTED AS "R2".


LOW-SLOPE ROOF CONSTRUCTION - CAFETERIA AND MECHANICAL

R1

07 54 19POLY-VINYL CHLORIDE ROOFING

07 54 19.C6GYPSUM COVERBOARDMECHANICALLY ATTACHED

EXISTING LIGHTWEIGHT INSULATING CONCRETE

EXISTING MOD. BIT. ROOFING

EXISTING STEEL DECK


ADHERED


DRAWINGTITLE TITLE OF DRAWING1

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

1

2

3

4

100A

LOBBYH100

1

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

AREAAROUNDDASHES

DETAILED

ROOM NAME

ROOM NO.

DOOR NO.

SHEET NO. WHERE

DWG NO.

DWG NO.

DWG NO.

CENTER LINE

DOOR TAG

EXTERIOR WALL TAGSEE A0.03

MATCH LINE

BREAK LINE

REVISION TAG

DIMENSION INDICATOR

1

X.X

16'-0"

BUILDING SECTION

WALL SECTION

PLAN OR SECTION DETAIL

ROOM TAG

EXTERIOR ELEVATION

NO

RTH

NORTH ARROW

1

A0.1

1

A0.1SECT. LINE

1

A0.1

S1

R1

FLOOR TAGSEE A0.03

1

A0.1 A0.1

REVISION CLOUD

REVISION NUMBER

ROOF TAGSEE A0.03

WINDOW TAGSEE A8.X SERIES

C1

STOREFRONT TAGSEE A8.X SERIES

CURTAIN WALL TAGSEE 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

1

2

3

4

ELEV. IS DRAWN

SHEET NO. WHERE

DRAWING NO.INTERIOR ELEVATION

A0.1 A0.1

1

1

INTERIOR PARTITION TAGSEE A0.04

X.X.XINTERIOR WALL TYPE

X.X

X X

REFERS TO CORRESPONDING ITEM AS SCHEDULED

AIR CONDITION(ING)ADMINISTRATIONABOVE FINISHED FLOORALTERNATEALUMINUMAPPROXIMATE(LY)ARCHITECT(URAL)AUTOMATICAUXILIARYAUDIOVISUAL BITUMINOUSBUILDING LINEBUILDINGBOTTOM OF STEELBOTTOM CABINETCONTROL JOINTCENTER LINECEILINGCEILING HEIGHT CLOSETCLEAR(ANCE)CONCRETE MASONRY UNITCOLUMNCONCRETECONFERENCECONTINUE, CONTINUOUSCORRIDORCUBIC FOOTCUBIC YARD DEMOLISHDEPARTMENTDETAILDRINKING FOUNTAINDIAMETERDIAGONALDIMENSIONDIVISIONDOWN SPOUT EASTEACH

ELEVATIONELECTRIC(AL)ELEVATOREXPANSION JOINTENCLOSE(D)EDGE OF SLABEQUALEQUIPMENTELECTRIC WATER COOLEREXISTINGJT EXPANSION JOINTEXTERIOR FLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER ON BRACKETFIRE EXTINGUISHER CABINETFACE TO FACEFINISH FLOOR ELEVATIONFIRE HOSE CABINETFINISHED FLOORFLOOR, FILLERFACE OF CURBFACE OF FINISHFACE OF MASONRYFACE OF SLABFACE OF WALLFOOT, FEETFOOTINGFURNISH, FURNITURE GAGEGALVANIZEDGENERAL CONTRACTORGYPSUM BOARDGYPSUM PLASTER HANDICAPHEAVY DUTYHARDWAREHARDWOODHOLLOW METALHORIZONTALHEIGHTHEATING, VENTILATION & AIR CONDITIONING

INSIDE DIAMETERINFORMATIONINCLUDE(D), (ING)INSULATIONINTERIOR JANITOR CLOSET KITCHENKNOCKOUT LABORATORYLAMINATELAUNDRYLAV LAVATORYLF LINEAR FEETLVR LOUVER MAINTENANCEMATERIALMAXIMUMMECHANICALMEZZANINEMANUFACTURINGMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMOISTURE RESISTANTMOUNTEDMOUNTINGMETAL NORTHNOT IN CONTRACTNON-COMBUSTIBLENOMINALNOT TO SCALE ON CENTEROUTSIDE DIAMETEROPTION(AL)OPPOSITE

POUNDS PER CUBIC FEETPLASTIC LAMINATEPOUNDS PER LINEAR FOOTPLYWOODPANELPAIRPREFABRICATEDPREFINISHPARKINGPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAINT, POST-TENSIONED, PRE-TREATEDPOLYVINYL CHLORIDE (PLASTIC) QUARTERQUANTITY RADIUS, RISERREFLECTED CEILING PLAN,REINFORCED CONCRETE PIPEROOF DRAINREFRIGERATOR, REFERENCEREQUIREDROOF LEADERROOMROUGH OPENINGRIGHT OF WAY S SOUTHSC SOLID CORESD STORM DRAINSECT SECTIONSF SQUARE FEETSIM SIMILARSPEC SPECIFICATIONSPKR SPEAKERSQ SQUARESS STAINLESS STEEL

STANDARDSTORAGESUSPENDEDSYSTEM

TREADTELEPHONETEMPORARYTOP OF FINISH FLOORTHICKNESSTHROUGHTOP OF BEAMTOP OF CONCRETE, TOP OF CURBTOP OF FOOTINGTOP OF JOISTTOP OF MASONRYTOP OF PARAPETTOS TOP OF SLABTOW TOP OF WALLTREATEDTELEVISIONTYPICAL UNDERWRITERS LABORATORIESUNLESS NOTED OTHERWISE VERTICALVESTIBULEVERIFY IN FIELD WEST, WIDEWITHWITHOUTWATER CLOSETWOODWORKING POINT, WATERPROOFINGWATER REPELLENTWEIGHTWALL TO WALLWELDED WIRE FABRICYARD

A/CADMINAFFALTALUMAPPROXARCHAUTOAUXAV BITUMBLBLDGBOSBOT CABCJCLCLGCLG HTCLOCLRCMUCOLCONCCONFCONTCORRCU FTCU YD DEMODEPTDETDFDIADIAGDIMDIVDS EEA

ELELECELEVEJENCLEOSEQEQUIPEWCEXISTEXP JTEXT FDFEFEBFECF/FFF ELFHCFIN FLRFLR FOC FOF FOM FOSFOW FT FTG FURN GA GALV GC GYP BDGYP PLAS HCHD HDWRHDWDHMHORIZHTHVAC

IDINFOINCLINSULINT JAN CLO KITKO LABLAMLAULAVLFLVR MAINTMATLMAXMECHMEZZMFGMFRMINMISCMOMRMTDMTGMTL NNICNONNOMNTS OCODOPTOPP

PCFPLAMPLFPLYWDPNLPRPREFABPREFINPRKGPSFPSIPT

PVC

QTR QTY R RCP

RDREFREQDRLRMROROW SSCSDSECTSFSIMSPECSPKRSQSS

STDSTORSUSPSYS

T TEL TEMP TFF THK THRU TOBTOCTOFTOJTOMTOPTOSTOWTRTDTVTYP ULUNO VERTVESTVIF WW/W/OWCWDWPWRWTW/WWWFYD

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

APPLICABLE BUILDING CODES WITH GEORGIA AMENDMENTS: (LIST IS NOT INCLUSIVE)

APPLICABLE BUILDING CODES WITH GEORGIA AMENDMENTS: (LIST IS NOT INCLUSIVE)

I. International Building Code, 2018 Edition, with Georgia Amendments (2020)II. International Energy Conservation Code, 2015 Edition, with Georgia Supplements

and Ammendments (2020)

NORTH

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318fax 912.236.8414

cogdellmendrala.com

PROJECT CONSULTANTS:

SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:

COGDELL & MENDRALA ARCHITECTS, PC

Cogdell Mendrala Architects

MECHAN.

CAFETERIA

CLASSROOM

Casey Brent Smith

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A0.01

ROOF

CONSTRUCTION

SYSTEMS,

GRAPHIC

SYMBOLS

RML2021-09-29

2022

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TAGDESCRIPTION FIRE RATING REFERENCE

ROOF TYPES

CLASS A

CLASS A

CLASS A

GRAPHIC SYMBOLS

ABBREVIATIONS

MATERIAL LEGEND

GENERAL INFORMATION

KEYNOTE LEGEND - MASTERNO. NOTE

03 52 00.B1 LIGHTWEIGHT INSULATING CONCRETE INSULATION

03 52 16.13 LIGHTWEIGHT CELLULAR INSULATING CONCRETE

05 40 00.B6 7/8" HAT CHANNEL AT 24" O.C.

05 50 00.A41 ROOF ACCESS LADDER W/PLATFORM

05 50 00.G EXPANSION BOLTS

05 50 00.M0 CHEMICALLY ANCHORED STUDS

06 10 53.C3 WD. BLOCKING

06 10 53.H7 1/2" PLYWOOD

06 10 53.H8 1/2" P.T. PLYWOOD

07 42 13.13 FORMED METAL WALL PANELS

07 42 13.13.C BRAKE METAL TRIM

07 54 19 POLY-VINYL CHLORIDE ROOFING

07 54 19.A3 TERM. BAR

07 54 19.A7 MANUFACTURED RETROFIT DRAIN

07 54 19.B PVC FLASHING

07 54 19.B2 FLASHING MEMB.

07 54 19.C6 GYPSUM COVERBOARD

07 54 19.D1 PVC COATED FLASHING METAL

07 54 19.D14 CONTINUOUS CLEAT

07 54 19.D41 COUNTERFLASHING,TURN OVER TOP/CURB

07 71 00.C52 MANUF. FASCIA AND GRAVEL STOP 5 1/4"

07 71 00.E11 MANUFACTURED SCUPPER

07 72 00.A8 30" X 30" ROOF HATCH WITH GUARDRAIL

07 72 00.E PIPE PORTAL

07 72 00.F EQUIPMENT SUPPORT

07 92 00 JOINT SEALANTS

07 92 00.A14 BUTYL JOINT SEALANT

GENERAL NOTES

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

2 ALL LUMBER AND PLYWOOD INSTALLED THROUGHOUT THE BUILDING SHALL BE FIRE-RETARDANTTREATED. STANDING AND RUNNING TRIM DO NOT REQUIRE TREATMENT.

3 UNPAINTABLE SILICONE SEALANTS ARE NOT ACCEPTABLE. ALL SEALANTS TO BE NP-1 TYPE ORSEALANT RECOMMENDED BY ROOFING MANUFACTURER U.N.O,

REVISION SCHEDULE

DATE DESCRIPTION

1

A8.31

4

A8.31

5

A8.31

73' - 6" 8' - 0"

22' - 2" 59' - 4"

81' - 6"

29' -

11

1/2"

10' -

0"

10

A8.31

NOTE: RAKE OUT EXISIGNG BRICK EXPANSION JOINT,

PROVIDE BACKER ROD, AND RE-CAULK - 14.3 LF +/-

NOTE: DASHED LINES DENOTE EXISTING UN-USED CURBS. SEE "DECK INFILL DETAIL"

7

A8.31

6

A8.31

A8.31

11

EXISTING ROOF: THERMOPLASTIC MEMBRANE ON 1/2" COVERBOARD OVER EXISTING MODIFIED BITUMEN MEMBRANE AND LIGHTWEIGHT INSULATING CONCRETE AND METAL DECK. REMOVE EXIST. THERMOPLASTIC MEMBRANE AND COVERBOARDREFER TO 070150.19 "PREPARATION FOR RE-ROOFING"

. .. .

R105 50 00.A41

ROOF ACCESSLADDERW/PLATFORM

3' - 0"

9' -

0"

9' -

0"

9' - 0"

ZONE 1' - 27.8 PSF

ZONE 1 - 48.4 PSF

ZONE 2 - 63.9 PSF

ZONE 3 - 87.1 PSF

A2.01

1

A2.02

4

A2.02

2

BUILDING 5070

BUILDING 5020

BU

ILD

ING

503

0

07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING

07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING WALKPAD

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

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

VTR

NORTH



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:



MECHAN.

CAFETERIA

CLASSROOM

Casey Brent Smith

GG

IAAT

T

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ARC HIT

R

R

GE

I

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E

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RTIF ICAT D ON .

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A2.01

ROOF PLAN,

UPLIFT

DIAGRAM

MECHANICAL

RML2021-09-29

2022

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1/8" = 1'-0"A2.01

MECHANICAL ROOM ROOF PLAN PORTION OF BLDG. 5030)1

1" = 20'-0"A2.01

MECHANICAL ROOM UPLIFT DIAGRAM2 UPLIFT LEGEND, MECHANICAL

1" = 40'-0"A2.01

OVERALL ROOF PLAN3

GENERAL ROOF PLAN NOTES

1 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN.

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

3 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCEWITH SMACNA SHEET METAL MANUAL, CURRENT EDITION.

4 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH AT300 WING BASE BID ONLY.

5 SLOPE ALL CRICKETS MINIMUM 1/2" PER FOOT, UNLESS NOTED OTHERWISE.

6 REFER TO SHEETS A8.31 - A8.33 FOR TYPICAL ROOF DETAILS.

7 PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF ACCESSLADDERS.

8 TOPS OF ROOF CURBS TO BE LEVEL.

9 ALL VTR'S SHALL EXTNED MINIMUM 8" ABOVE ROOF SURFACE. EXTEND PIPE ASREQUIRED.

10 ALL CURBS TO EXTEND 8" MIN. ABOVE ROOF SURFACE. EXTEND CURBS WITH 2XSOLID P.T. LUMBER AS REQUIRED

11 WOOD BLOCKING AT MASONRY TO BE SECURED USING 5/8 " EPOXY ANCHORBOLTS AT 32" O.C. MAX. EXIST. ANCHOR BOLTS IN GOOD CONDITION MAY BEREUSED. IF INADEQUATE ANCHOR BOLTS EXIST, 5/8 " EPOXY HILTI ANCHORS TOBE USED. (UNIT COST ITEM.)

12 WOOD BLOCKING MAY REMAIN IF IN GOOD CONDITION. DETERIORATED EXISTINGWOOD BLOCKING SHALL BE REPLACED (UNIT COST ITEM)

13 REMOVE AND REINSTALL ALL EXHAUST FANS AND GRAVITY VENTS TO PROVIDEMEMBRANE OR PVC COATED METAL OVER TOPS OF CURBS.

14 ROOFING MEMBRANE SHALL EXTEND UP AND OVER ALL PARAPETS AND DOWNEXTERIOR FACE OF WALL TO 1/2" BELOW THE BOTTOM OF WOOD BLOCKING.

15 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDEMANUFACTURER'S STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

16 07 54 19 PVC ROOFING TO EXTEND UP AND OVER ALL CURBS. CONTRACTOR SHALLREMOVE AND REINSTALL EQUIPMENT AS REQUIRED.

ROOF LEGEND

REVISION SCHEDULE

DATE DESCRIPTION

R2

2

A8.33

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"

3/8" / 1'-0"

1/4

" / 1

'-0

"

3/8" / 1'-0"

1/4

" / 1'-0

"

3/8" / 1'-0"3/8" / 1'-0"

1/4

" /

1'-0"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"

3/8" / 1'-0"3/8" / 1'-0"

1/4

" / 1

'-0

"1

/4"

/ 1

'-0

"

3/8" / 1'-0" 3/8" / 1'-0"

1/4

" / 1'-0

"

1/4

" / 1

'-0

"

3/8" / 1'-0" 3/8" / 1'-0"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"1

/4"

/ 1

'-0

"

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

1/4

" / 1

'-0

"1

/4"

/ 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"

3/8" / 1'-0"3/8" / 1'-0"

1/4

" / 1

'-0

"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4" / 1'-0"

1/4

" / 1

'-0

"

07 71 00.E11MANUFACTUREDSCUPPER

07 72 00.A830" X 30" ROOF HATCH WITHGUARDRAIL

ELE

CT

RIC

AL

CO

ND

UC

TO

RS

EX

IST

ON

RO

OF

S

UR

FA

CE

CO

OR

DIN

AT

E W

ITH

OW

NE

R

07 72 00.E PIPE PORTAL

07 72 00.FEQUIPMENTSUPPORT

3

A8.33

4

A8.33

4

A8.33

4

A8.33

A8.33

1

EXISTING ROOF: THERMOPLASTIC MEMBRANE ON EPS INSULATION AND METAL DECK. BASE BID: FULL TEAR OFF TO DECK, LIGHTWEIGHT INSULATING CONCRETE AND PVC ROOFING . ALTERNATE: DISABLE EXISTING MEMBRANE AND RECOVER.

REFER TO 070150.19 "PREPARATION FOR RE-ROOFING"

MS

MS

MSMS

MS

MS

MSMS

EXIST. PACKAGE UNIT AND PORTAL TO REMAIN

26' - 10" +/- 67' - 2" +/- 26' - 10" +/-

120' - 10" +/-

10' -

0" +

/-

115'

- 10

" +/-

10' -

0" +

/-

4' - 0"

12' -

0"

12' - 0"

12' - 0" 12' - 0"

ZONE 1' - 26.5 PSF

ZONE 1 - 46.1 PSF

ZONE 2 - 60.8 PSF

ZONE 3 - 82.8 PSF

16' - 0"

16' -

4"

104'

- 0"

+/-

15' -

3 3

/4"

109' - 1 1/2" +/-

EXIST. METAL ROOF TO REMAIN, PRESSURE WASH ROOF

. .

5

A8.32

3

A8.32

6

A8.32

1

A8.32

2

A8.32

2

A8.32

A8.31

11

4

A8.32

7

A8.32

1

A8.32

16' -

4"

90' -

3" +

/-

EX

IST

ING

RO

OF

TO

RE

MA

INE

XIS

TIN

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OO

F T

O R

EM

AIN

R1

6

A8.324

A8.32

R1

R1

R1


STEEL FRAME - REMOVE TO BELOW SURFACE OF LIGHTWEIGHT INSULATING CONCRETE, PATCH CONCRETE

EMPTY ELECTRICAL PENETRATION, REMOVE TO BELOW SURFACE OF LWIC

STEEL FRAME - REMOVE TO BELOW SURFACE OF LIGHTWEIGHT INSULATING CONCRETE, PATCH CONCRETE

EMPTY ELECTRICAL PENETRATION, REMOVE TO BELOW SURFACE OF LWIC

EXISTING ROOFING: THERMOPLASTIC MEMBRANE OVER 1/2" COVERBOARD ON MODIFIED BITUMEN OVER LWIC ON METAL DECK

REMOVE EXISTING ROOFING TO SURFACE OF EXISITNG MODIFIED BITUMEN ROOFING. REFER TO 070150.19 "PREPARATION FOR RE-ROOFING"

EXISTING ROOFING: 2 LAYERS THERMOPLASTIC MEMBRANE OVER LWIC ON METAL DECK

REMOVE EXISTING ROOFING TO SURFACE OF EXISITNG LWIC





EXIST. METAL ROOF TO REMAIN, PRESSURE WASH ROOF

EXISTING COPING TO REMAIN, REMOVE/REINSTALL AS REQUIRED TO ACCOMODATE ADJACENT ROOFING OPERATIONS

1

A8.32SIM

EXISTING CRICKETS TYP.

4

A8.32

4

A8.32

4

A8.32

4

A8.32

4

A8.32


3' - 0"

3' -

0"

5' -

0"

5' - 0"

07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING

07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING WALKPAD

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

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

VTR

NORTH



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:



MECHAN.

CAFETERIA

CLASSROOM

Casey Brent Smith

GG

IAAT

T

S

EEOF OR

ARC HIT

R

R

GE

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ROOF PLANS,

UPLIFT

DIAGRAMS

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

CLASSROOM WING ROOF PLAN (BLDG. 5070)2

1" = 20'-0"A2.02

CLASSROOM WING UPLIFT DIAGRAM1

UPLIFT LEGEND, CAFETERIA AND CLASSROOM

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

CAFETERIA ROOF PLAN (PORTION OF BUILDING 5020)4

1" = 20'-0"A2.02

CAFETERIA UPLIFT DIAGRAM3

ROOF LEGENDGENERAL ROOF PLAN NOTES

1 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN.

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

3 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCEWITH SMACNA SHEET METAL MANUAL, CURRENT EDITION.

4 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH AT300 WING BASE BID ONLY.

5 SLOPE ALL CRICKETS MINIMUM 1/2" PER FOOT, UNLESS NOTED OTHERWISE.

6 REFER TO SHEETS A8.31 - A8.33 FOR TYPICAL ROOF DETAILS.

7 PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF ACCESSLADDERS.

8 TOPS OF ROOF CURBS TO BE LEVEL.

9 ALL VTR'S SHALL EXTNED MINIMUM 8" ABOVE ROOF SURFACE. EXTEND PIPE ASREQUIRED.

10 ALL CURBS TO EXTEND 8" MIN. ABOVE ROOF SURFACE. EXTEND CURBS WITH 2XSOLID P.T. LUMBER AS REQUIRED

11 WOOD BLOCKING AT MASONRY TO BE SECURED USING 5/8 " EPOXY ANCHORBOLTS AT 32" O.C. MAX. EXIST. ANCHOR BOLTS IN GOOD CONDITION MAY BEREUSED. IF INADEQUATE ANCHOR BOLTS EXIST, 5/8 " EPOXY HILTI ANCHORS TOBE USED. (UNIT COST ITEM.)

12 WOOD BLOCKING MAY REMAIN IF IN GOOD CONDITION. DETERIORATED EXISTINGWOOD BLOCKING SHALL BE REPLACED (UNIT COST ITEM)

13 REMOVE AND REINSTALL ALL EXHAUST FANS AND GRAVITY VENTS TO PROVIDEMEMBRANE OR PVC COATED METAL OVER TOPS OF CURBS.

14 ROOFING MEMBRANE SHALL EXTEND UP AND OVER ALL PARAPETS AND DOWNEXTERIOR FACE OF WALL TO 1/2" BELOW THE BOTTOM OF WOOD BLOCKING.

15 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDEMANUFACTURER'S STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

16 07 54 19 PVC ROOFING TO EXTEND UP AND OVER ALL CURBS. CONTRACTOR SHALLREMOVE AND REINSTALL EQUIPMENT AS REQUIRED.

REVISION SCHEDULE

DATE DESCRIPTION

5 1/

4"07 54 19.C6 GYPSUM COVERBOARD

07 54 19POLY-VINYLCHLORIDE ROOFING

07 71 00.C52MANUF. FASCIA ANDGRAVEL STOP 5 1/4"

EXISTING ROOF COMPONENTS TO REMAIN:

MODIFIED BITUMEN MEMBRANE LIGHTWEIGHT INSULATING CONCRETE9/16" METAL DECK

SHIM

1' - 0" +/-

06 10 53.H7 1/2" PLYWOOD

PVC ROOFING TO EXTEND MIN. 1/2" BELOW WOOD

BLOCKING, TYP.

MATCH FINISH OF WALL PANELS



EXISTING BRICK

CONTINUOUS CLEAT

1"1"

EXISTING COPING


EXIST. BRICK



07 42 13 COUNTERFLASHING - SET IN EXIST. REGLET WHERE REGLET EXISTS. SAW-CUT REGLET WHERE NO EXISTING REGLET. FILL REGLET W/ CAULK AFTER INSTALLING COUTNERFLASHING

07 42 13 BASE AND DRIP TRIM

CONT. CLEAT

VA

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ALIGN BOTTOM OF METAL PANELS WITH TOP/PARAPET BEYOND



MATCH PROFILE OF EXISTING

A8.31

2

A8.31

3

05 40 00.B67/8" HAT CHANNELAT 24" O.C.

07 42 13.13FORMED METALWALL PANELS

EXIST. METAL PANELS

EXIST. METAL PANEL BASE FLASHING


07 54 19.A3 TERM. BAR


MATCH PROFILE OF EXISTING



EXIST. METAL PANELS



07 54 19.A3 TERM. BAR




EXIST. METAL PANELS



07 54 19.A3 TERM. BAR



07 54 19.D1 PVC COATED FLASHING METALSLIP UP BEHIND EXIST. WALL PANEL FLASHING

NO. 12 SCREWS AT 6" O.C.THRU ANGLES ANDEXISTING ANGLES

NO. 10 SCREWS AT 6" O.C. TYP.

HOLD TIGHT TO EXIST.ANGLE

2-6

4X3X1/4 (LLV) FRAMEFOUR SIDES - MITER-CUT AND WELD CORNERS

11/2" / 22 GA. TYPE "B"GALV G90 METAL DECK

EXIST.DECK

LWIC PATCHING COMPOUND

3X3X1/4 FRAMEFOUR SIDES - MITER-CUT AND WELD CORNERS

EXIST. 5X3, VIF

3/16"

CL

NOTES:

REMOVE ALL EXISTING CURB, BLOCKING, AND OTHER EXISTING ITEMS NOT SHOWN AS EXISTING ON THIS DRAWING.

AT LOCATIONS WERE DECK SPAN EXCEEDS 5'-0", PROVIDE DOUBLE 4X3X1/4" ANGLES AT MID SPAN.


LEVEL 318' - 0"

ROOF LEVEL 316' - 0"

HINGED SECURITY DOOR, PROVIDE HASP FOR OWNER'S PADLOCK

EXIST. BRICK/8" CMU WALL, 3/4" AIR SPACE

7"

TYP

1' -

0"14

" MA

X

MIN

.

8"

3' -

3 1/

2"

VIF

14' - 7 1/2" +/-

DRAIN BODY

EXISTING RAIN WATER LEADER - FIELD VERIFY DIAMETER

MECHANICAL WATERTIGHT CONNECTION SEAL

EXISTING CAST IRON DRAIN BOWL

PVC COATED ALUMINUM FLANGE

ROOFING MANUF'S RECOMMENDED SEALANT


EXISTING TO REMAIN


ACCEPTABLE FASTENERS & PLATE 12" O.C. MAXIMUM

8" MINIMUM

NOTES:

1. SEE BASE TIE-IN DETAILS FOR SECUREMENT.

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

PVC OUTSIDE CORNER WELDEDTO PVC-COATED METAL

1" MIN. CANT REQUIRED

1" OVERLAP W/ BLIND FASTENERS ARE 3" O.C. MAX

4. ALTERNATE DETAIL: MAUFACTURER'S STANDARD CUSTOM PREFABRICATED CURB FLASHING WITH TEMINATION BAR AT TOP/CURB.

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

PVC-COATED METAL, CONTINUE OVER TOP/CURB

2" M

IN.

SELF ADHERING FOAM WEATHERSTRIPPING SEAL

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

NORTH



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:



MECHAN.

CAFETERIA

CLASSROOM

Casey Brent Smith

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ROOF DETAILS

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KEYNOTE LEGEND - BY SHEETNO. NOTE


06 10 53.H7 1/2" PLYWOOD




07 54 19.A3 TERM. BAR






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

PARAPET DETAIL, MECHANICAL ROOM13" = 1'-0"A8.31

METAL PANEL HEAD DETAIL - MECHANICAL23" = 1'-0"A8.31

METAL PANEL BASE - MECHANICAL3

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

SECTION AT EXIST. BRICK WALL4

3" = 1'-0"A8.31

DETAIL AT EXIST. MTL PNLS 15

3" = 1'-0"A8.31


3" = 1'-0"A8.31


3" = 1'-0"A8.31

DECK INFILL DETAIL - TYPICAL91/4" = 1'-0"A8.31

ROOF LADDER, MECHANICAL103" = 1'-0"A8.31

RETROFIT ROOF DRAIN - MECHANICAL AND CAFETERIA11

3/4" = 1'-0"A8.31

CURB FLASHING DETAIL - TYPICAL8

REVISION SCHEDULE

DATE DESCRIPTION


07 54 19.A3 TERM. BAR





07 54 19.C6 GYPSUM COVERBOARDV

AR

IES



06 10 53.H7 1/2" PLYWOOD



1' - 9 1/2" +/-

P.T. SHIMSEXISTING BLOCKING (ASSUMED)

5 1/

4"


BLOCKING, TYP.

5 1/

4"



06 10 53.H7 1/2" PLYWOOD

3/8" / 1'-0"P.T. SHIMS


07 54 19.C6GYPSUMCOVERBOARD

1' - 6" +/-

VA

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3/8" / 1'-0"




BLOCKING, TYP.

5 1/

4"

05 50 00.A41ROOF ACCESSLADDERW/PLATFORM

05 50 00.M0CHEMICALLYANCHORED STUDSW/ /CRUSH TUBE


W/ /CRUSH TUBE

TYP

.

1' -

0"14

" MA

X6"

EXIST. METAL PANELS ON 1 1/2" FRAMING ON CMU

6" M

IN.

7"

3 '-

6".


06 10 53.H7 1/2" PLYWOOD

P.T. SHIMS

07 54 19.D1PVC COATEDFLASHING METAL



VA

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MATCH COLOR OF EXIST. METAL ROOF

07 54 19.D1PVC COATED FLASHING METAL

EXIST. Z CLOSURE

EXIST. METAL ROOF

MATCH COLOR OF EXISTING



BLOCKING, TYP.

5 1/

4"

5 1/

4"


BLOCKING, TYP.

07 54 19POLY-VINYL

CHLORIDE ROOFING


06 10 53.H71/2" PLYWOOD

07 54 19POLY-VINYL

CHLORIDE ROOFING

07 54 19.C6GYPSUM

COVERBOARD

PIPE BOOT AND CLAMP

EXIST. PLUMB. VENT(NOTE - IF VENT TERMINATES LESS THAN 8" ABOVE MEMBRANE, EXTEND PIPE TO TERMINATE ABOVE 8")


NORTH



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:



MECHAN.

CAFETERIA

CLASSROOM

Casey Brent Smith

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ROOF DETAILS

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

CAFETERIA 111 1/2" = 1'-0"A8.32

CAFETERIA 221 1/2" = 1'-0"A8.32

CAFETERIA 33

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

CAFETERIA 44


05 50 00.A41 ROOF ACCESS LADDER W/PLATFORM


05 50 00.M0 CHEMICALLY ANCHORED STUDS

06 10 53.H7 1/2" PLYWOOD


07 54 19.A3 TERM. BAR







3/4" = 1'-0"A8.32

LADDER AT CAFETERIA7

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

CAFETERIA 551 1/2" = 1'-0"A8.32

CAFETERIA 66

3" = 1'-0"A8.32

VTR DETAIL - TYPICAL70

REVISION SCHEDULE

DATE DESCRIPTION

MA

TCH

EX

IST.





03 52 16.13LIGHTWEIGHT CELLULAR INSULATINGCONCRETE

03 52 00.B1LIGHTWEIGHT INSULATING CONCRETEINSULATION



07 71 00.E11MANUFACTUREDSCUPPER

EXIST. CMU

EXIST. FACE BRICK

NOTE: MATCH SIZE IF EXISTING SCUPPER

DRAIN BODY

EXISTING RAIN WATER LEADER - FIELD VERIFY DIAMETER

MECHANICAL WATERTIGHT CONNECTION SEAL

EXISTING CAST IRON DRAIN BOWL

PVC COATED ALUMINUM FLANGE








4"

MIN

.

2"





24 GA. MIN. KYNAR COATED FLASHING METAL

CONTINUOUS CLEAT

07 54 19.D1PVC COATEDFLASHING METAL

EXISTING MASONRY

EXISTING FLASHING TO REMAIN

EXISTING WOOD BLOCKING

EXISTING METAL DECK

07 54 19.B2 FLASHING MEMB. 07 54 19POLY-VINYLCHLORIDE ROOFING





EXISTING MASONRY

EXISTING WOOD BLOCKING

EXISTING METAL DECK


06 10 53.H8 1/2" P.T. PLYWOOD

NORTH



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:



MECHAN.

CAFETERIA

CLASSROOM

Casey Brent Smith

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ROOF DETAILS

RML2021-09-29

2022

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3" = 1'-0"A8.33

MANUFACTURED SCUPPER DETAIL - CLASSROOM23" = 1'-0"A8.33

RETROFIT ROOF DRAIN - CLASSROOM1

3" = 1'-0"A8.33

CONNECTION TO EXIST. - CLASSROOM33" = 1'-0"A8.33

PARAPET AT CLASSROOM4


03 52 00.B1 LIGHTWEIGHT INSULATING CONCRETE INSULATION

03 52 16.13 LIGHTWEIGHT CELLULAR INSULATING CONCRETE


06 10 53.H8 1/2" P.T. PLYWOOD







07 71 00.E11 MANUFACTURED SCUPPER

REVISION SCHEDULE

DATE DESCRIPTION

bradwell institute re-roofing

Documents