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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
9/2
9/2
02
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T1.0
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
EXISTING STEEL STRUCTURE
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".
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
EXISTING STEEL STRUCTURE
ADHERED
NOTE: PROVISIONS OF 070150.19 "PREPARATION FOR RE-ROOFING" APPLY AREAS DENOTED AS "R1".
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
GG
IAAT
T
S
EEOF OR
ARC HIT
R
R
GE
I
EE D
ST
ECT
E
E
C
RTIF ICAT D ON .
4975
1
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02
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A0.01
ROOF
CONSTRUCTION
SYSTEMS,
GRAPHIC
SYMBOLS
RML2021-09-29
2022
CO
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OCU
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BR
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9-1
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LIB
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CO
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SC
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SY
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. 1
60
3
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
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
GG
IAAT
T
S
EEOF OR
ARC HIT
R
R
GE
I
EE D
ST
ECT
E
E
C
RTIF ICAT D ON .
4975
1
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9/2
02
1 2
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A2.01
ROOF PLAN,
UPLIFT
DIAGRAM
MECHANICAL
RML2021-09-29
2022
CO
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BR
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3
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
G R
OO
F T
O R
EM
AIN
R1
6
A8.324
A8.32
R1
R1
R1
NOTE: DASHED LINES DENOTE EXISTING UN-USED CURBS. SEE "DECK INFILL DETAIL"
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
EXISTING ROOFING: 2 LAYERS THERMOPLASTIC MEMBRANE OVER LWIC ON METAL DECK
REMOVE EXISTING ROOFING TO SURFACE OF EXISITNG LWIC
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
NOTE: DASHED LINES DENOTE EXISTING UN-USED CURBS. SEE "DECK INFILL DETAIL"
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
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
GG
IAAT
T
S
EEOF OR
ARC HIT
R
R
GE
I
EE D
ST
ECT
E
E
C
RTIF ICAT D ON .
4975
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9/2
02
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A2.02
ROOF PLANS,
UPLIFT
DIAGRAMS
RML2021-09-29
2022
CO
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10
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. 1
60
3
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
07 42 13.13 FORMED METAL WALL PANELS
05 40 00.B6 7/8" HAT CHANNEL AT 24" O.C.
EXISTING BRICK
CONTINUOUS CLEAT
1"1"
EXISTING COPING
07 42 13.13.C BRAKE METAL TRIM
EXIST. BRICK
07 42 13.13 FORMED METAL WALL PANELS
05 40 00.B6 7/8" HAT CHANNEL AT 24" O.C.
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
RIE
S
ALIGN BOTTOM OF METAL PANELS WITH TOP/PARAPET BEYOND
07 54 19.D1 PVC COATED FLASHING METAL
07 54 19 POLY-VINYL CHLORIDE ROOFING
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 92 00.A14 BUTYL JOINT SEALANT
07 54 19.A3 TERM. BAR
07 54 19.D1 PVC COATED FLASHING METAL
MATCH PROFILE OF EXISTING
07 54 19.C6 GYPSUM COVERBOARD
07 54 19 POLY-VINYL CHLORIDE ROOFING
EXIST. METAL PANELS
EXIST. METAL PANEL BASE FLASHING
07 92 00.A14 BUTYL JOINT SEALANT
07 54 19.A3 TERM. BAR
07 54 19.C6 GYPSUM COVERBOARD
07 54 19 POLY-VINYL CHLORIDE ROOFING
07 54 19.D1 PVC COATED FLASHING METAL
EXIST. METAL PANELS
EXIST. METAL PANEL BASE FLASHING
07 92 00.A14 BUTYL JOINT SEALANT
07 54 19.A3 TERM. BAR
07 54 19.C6 GYPSUM COVERBOARD
07 54 19 POLY-VINYL CHLORIDE ROOFING
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.
07 54 19 POLY-VINYL CHLORIDE ROOFING
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
07 54 19.A7 MANUFACTURED RETROFIT DRAIN
EXISTING TO REMAIN
07 54 19.C6 GYPSUM COVERBOARD
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
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
GG
IAAT
T
S
EEOF OR
ARC HIT
R
R
GE
I
EE D
ST
ECT
E
E
C
RTIF ICAT D ON .
4975
1
As indicated9/2
9/2
02
1 2
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9 P
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A8.31
ROOF DETAILS
RML2021-09-29
2022
CO
NSTRU
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BR
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VIL
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68
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. 1
60
3
KEYNOTE LEGEND - BY SHEETNO. NOTE
05 40 00.B6 7/8" HAT CHANNEL AT 24" O.C.
06 10 53.H7 1/2" 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.C6 GYPSUM COVERBOARD
07 54 19.D1 PVC COATED FLASHING METAL
07 71 00.C52 MANUF. FASCIA AND GRAVEL STOP 5 1/4"
07 92 00.A14 BUTYL JOINT SEALANT
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
DETAIL AT EXIST. MTL PNLS 26
3" = 1'-0"A8.31
DETAIL AT EXIST. MTL PNLS 37
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 92 00 JOINT SEALANTS
07 54 19.A3 TERM. BAR
07 92 00.A14 BUTYL JOINT SEALANT
07 54 19.D1 PVC COATED FLASHING METAL
07 54 19.D14 CONTINUOUS CLEAT
07 54 19 POLY-VINYL CHLORIDE ROOFING
07 54 19.C6 GYPSUM COVERBOARDV
AR
IES
07 71 00.C52MANUF. FASCIA ANDGRAVEL STOP 5 1/4"
07 54 19 POLY-VINYL CHLORIDE ROOFING
06 10 53.H7 1/2" PLYWOOD
07 54 19POLY-VINYLCHLORIDE ROOFING
07 54 19.C6 GYPSUM COVERBOARD
1' - 9 1/2" +/-
P.T. SHIMSEXISTING BLOCKING (ASSUMED)
5 1/
4"
PVC ROOFING TO EXTEND MIN. 1/2" BELOW WOOD
BLOCKING, TYP.
5 1/
4"
07 71 00.C52MANUF. FASCIA ANDGRAVEL STOP 5 1/4"
07 54 19POLY-VINYLCHLORIDE ROOFING
06 10 53.H7 1/2" PLYWOOD
3/8" / 1'-0"P.T. SHIMS
07 54 19POLY-VINYLCHLORIDE ROOFING
07 54 19.C6GYPSUMCOVERBOARD
1' - 6" +/-
VA
RIE
S
07 54 19POLY-VINYLCHLORIDE ROOFING
3/8" / 1'-0"
07 54 19POLY-VINYLCHLORIDE ROOFING
07 54 19.C6GYPSUMCOVERBOARD
PVC ROOFING TO EXTEND MIN. 1/2" BELOW WOOD
BLOCKING, TYP.
5 1/
4"
05 50 00.A41ROOF ACCESSLADDERW/PLATFORM
05 50 00.M0CHEMICALLYANCHORED STUDSW/ /CRUSH TUBE
05 50 00.G EXPANSION BOLTS
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".
07 71 00.C52MANUF. FASCIA ANDGRAVEL STOP 5 1/4"
06 10 53.H7 1/2" PLYWOOD
P.T. SHIMS
07 54 19.D1PVC COATEDFLASHING METAL
07 54 19POLY-VINYLCHLORIDE ROOFING
07 54 19.C6GYPSUMCOVERBOARD
VA
RIE
S
MATCH COLOR OF EXIST. METAL ROOF
07 54 19.D1PVC COATED FLASHING METAL
EXIST. Z CLOSURE
EXIST. METAL ROOF
MATCH COLOR OF EXISTING
07 54 19POLY-VINYLCHLORIDE ROOFING
PVC ROOFING TO EXTEND MIN. 1/2" BELOW WOOD
BLOCKING, TYP.
5 1/
4"
5 1/
4"
PVC ROOFING TO EXTEND MIN. 1/2" BELOW WOOD
BLOCKING, TYP.
07 54 19POLY-VINYL
CHLORIDE ROOFING
07 71 00.C52MANUF. FASCIA ANDGRAVEL STOP 5 1/4"
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")
07 54 19POLY-VINYLCHLORIDE ROOFING
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
GG
IAAT
T
S
EEOF OR
ARC HIT
R
R
GE
I
EE D
ST
ECT
E
E
C
RTIF ICAT D ON .
4975
1
As indicated9/2
9/2
02
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A8.32
ROOF DETAILS
RML2021-09-29
2022
CO
NSTRU
CTIO
N D
OCU
MEN
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BR
AD
WE
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IN
ST
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OF
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10
0 P
AF
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ST
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ET
HIN
ES
VIL
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, G
AS
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CO
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68
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. 1
60
3
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
KEYNOTE LEGEND - BY SHEETNO. NOTE
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.H7 1/2" PLYWOOD
07 54 19 POLY-VINYL CHLORIDE ROOFING
07 54 19.A3 TERM. BAR
07 54 19.C6 GYPSUM COVERBOARD
07 54 19.D1 PVC COATED FLASHING METAL
07 54 19.D14 CONTINUOUS CLEAT
07 71 00.C52 MANUF. FASCIA AND GRAVEL STOP 5 1/4"
07 92 00 JOINT SEALANTS
07 92 00.A14 BUTYL JOINT SEALANT
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.
07 54 19POLY-VINYLCHLORIDE ROOFING
07 54 19.B PVC FLASHING
07 54 19.B PVC FLASHING
07 54 19POLY-VINYLCHLORIDE ROOFING
03 52 16.13LIGHTWEIGHT CELLULAR INSULATINGCONCRETE
03 52 00.B1LIGHTWEIGHT INSULATING CONCRETEINSULATION
06 10 53.C3 WD. BLOCKING
ROOFING MANUF'S RECOMMENDED SEALANT
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
ROOFING MANUF'S RECOMMENDED SEALANT
07 54 19.A7 MANUFACTURED RETROFIT DRAIN
06 10 53.C3 WD. BLOCKING
07 54 19.B2 FLASHING MEMB.
07 54 19 POLY-VINYL CHLORIDE ROOFING
03 52 16.13LIGHTWEIGHT CELLULAR INSULATINGCONCRETE
03 52 00.B1LIGHTWEIGHT INSULATING CONCRETEINSULATION
4"
MIN
.
2"
07 54 19POLY-VINYLCHLORIDE ROOFING
03 52 16.13LIGHTWEIGHT CELLULAR INSULATINGCONCRETE
03 52 00.B1LIGHTWEIGHT INSULATING CONCRETEINSULATION
06 10 53.C3 WD. BLOCKING
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
03 52 16.13LIGHTWEIGHT CELLULAR INSULATINGCONCRETE
03 52 00.B1LIGHTWEIGHT INSULATING CONCRETEINSULATION
06 10 53.C3 WD. BLOCKING
07 54 19POLY-VINYLCHLORIDE ROOFING
EXISTING MASONRY
EXISTING WOOD BLOCKING
EXISTING METAL DECK
07 71 00.C52MANUF. FASCIA ANDGRAVEL STOP 5 1/4"
06 10 53.H8 1/2" P.T. PLYWOOD
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
GG
IAAT
T
S
EEOF OR
ARC HIT
R
R
GE
I
EE D
ST
ECT
E
E
C
RTIF ICAT D ON .
4975
1
3" = 1'-0"9/2
9/2
02
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:21:2
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H_2_
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ng.r
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A8.33
ROOF DETAILS
RML2021-09-29
2022
CO
NSTRU
CTIO
N D
OCU
MEN
TS
BR
AD
WE
LL
IN
ST
ITU
TE
RE
-RO
OF
ING
10
0 P
AF
FO
RD
ST
RE
ET
HIN
ES
VIL
LE
, G
AS
TA
TE
FA
CIL
ITY
CO
DE
68
9-1
60
3
LIB
ER
TY
CO
UN
TY
SC
HO
OL
SY
ST
EM
BL
DG
. 1
60
3
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
KEYNOTE LEGEND - BY SHEETNO. NOTE
03 52 00.B1 LIGHTWEIGHT INSULATING CONCRETE INSULATION
03 52 16.13 LIGHTWEIGHT CELLULAR INSULATING CONCRETE
06 10 53.C3 WD. BLOCKING
06 10 53.H8 1/2" P.T. PLYWOOD
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 MEMB.
07 54 19.D1 PVC COATED FLASHING METAL
07 71 00.C52 MANUF. FASCIA AND GRAVEL STOP 5 1/4"
07 71 00.E11 MANUFACTURED SCUPPER
REVISION SCHEDULE
DATE DESCRIPTION