23018_ParnallCF BLGS 56,80,201_Roof Drwgs.pdf

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Site Map Scale: N.T.S.

Location Map Scale: N.T.S.

STATE OF MICHIGAN

DEPARTMENT OF CORRECTIONS

PARNALL CORRECTIONAL FACILITY

ROOF REPLACEMENT

1780 E. PARNALL RD.

JACKSON, MI 49201

PROJECT SITE

PARNALL CORRECTIONAL FACILITY

COVER

RP-1

RP-2A

RP-2B

RP-3

D1 D2 D3 D4 D5

COVER SHEET

ROOF PLAN - BUILDING 56 - PROPERTY BUILDING

ROOF PLAN - BUILDING 80

ROOF PLAN - BUILDING 80 (SECTIONS 6, 7 AND 8)

ROOF PLAN - BUILDING 201

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

INDEX OF DRAWINGS

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BLDG. 201 LEVIN SCHOOL

BLDG. 56 - PROPERTY BLDG.

BLDG. 80 - WAREHOUSE

NAME: PHONE: EMAIL:

PROJECT TEAM CONTACTS

MR. CORY DALY (MDOC) (517) 927-3326 DALYC@MICHIGAN.GOV

MS. HEATHER DEKORTE, RA (DTMB-PD) (517) 243-7248 DEKORTEH@MICHIGAN.GOV

MR. PAUL MAJKOWSKI, PE, RRC (PSC) (734) 323-7923 PAUL. MAJKOWSKI@INTERTEK.COM

A

A

C-1

C-3

C-2

C-45'-0"

25'-0"

56'-0"

16'-0"

21'-0"

21'-0"9'-6"

25'-0"

C-5

REMOVE FULLY ADHERED EPDM

REMOVE MULTI-PLY ASPHALT BUR/ORGANIC FELTS

REMOVE 1/2" WOOD FIBER BOARD

REMOVE ~ 1.5" EPS

(BEAD BOARD)

REMOVE BASE PLY

WOOD DECK (TO REMAIN)

WOOD FRAMING (TO REMAIN)

(2) LAYERS OF 2.6" RIGID

ISOCYANURATE - STAGGERED -

MECHANICALLY ATTACHED TO

WOOD DECK

WOOD DECK (TO REMAIN)

WOOD FRAMING (TO REMAIN)

NEW FULLY ADHERED 60 mil

REINFORCED EPDM

6" LAP AND 6"

SEAM TAPE

REMOVE EXISTING FULLY ADHERED EPDM

REMOVE 0.5" WOOD FIBER ISULATION

REMOVE 1.5" EPS INSULATION

ORIGINAL RIBBED METAL PANEL CANOPY ON L

ANGLES SUPPORTS 48" O.C. MIN.

12"

4" ORIGINAL RIBBED METAL PANEL CANOPY

(2) LAYERS OF 2.6" RIGID ISOCYANURATE - STAGGERED -

MECHANICALLY ATTACHED TO PANELS (1 PER 2 SQ.FT.

MIN.) MEASURE AND PLACE AT LEAST FOUR (4) SCREWS

PER BOARD INTO ANGLE SUPPORTS PER 4'x8' BOARD

NEW FULLY ADHERED 60 mil

REINFORCED EPDM

6" LAP AND 6"

SEAM TAPE

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ROOF PLAN - BLDG. 56 - PROPERTY BLDG.01

RP-1

M

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

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APPROX. ROOF AREAS

1,434TOTAL

SQ. FT.ROOF

1,200MAIN (PURPLE)

234SLOPED (YELLOW)

A

RP-1 NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 56 (MAIN ROOF)

B

RP-1 NOT TO SCALE

PROPOSED CONSTRUCTION PROFILE

BLDG. 56 (MAIN ROOF)

C

RP-1 NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 56 (SLOPED ROOF) D

RP-1 NOT TO SCALE

PROPOSED CONSTRUCTION PROFILE

BLDG. 56 (SLOPED ROOF)

C-6 C-7

C-4

C-5

C-3

C-1 C-2

C-2

C-1 C-3

C-1

C-2

C-1

GUARD TOWER

(WALLS AND ROOF

TO BE REMOVED)

STONE PARAPET CAP

LOWER SECTION 6B

UPPER SECTION 6A

DROPS ~2" IN 16'

OVERHANG

HP

MASONRY STONE AND CAP AND TOP

BRICK IN POOR CONDITION. TO BE

REMOVED (SEE DETAIL No. 13)

SECTION 1

SECTION 2

N.I.C.

SECTION 3

N.I.C.

SECTION 4

SECTION 1

16'-0" 23'-0"

SECTION 7SECTION

15'-0"

SECTION

55'-0"

A

A A

A A

A A

A

A

A

A

HP

C-3

HP

METAL CANOPY

RIDGE

METAL AWNING

N.I.C.

C-1

C-2

C-4

C-6 C-5

C-9

C-7 C-8

195'-0"

122'-6" 94'-6"

80'-0"

100'-0"

98'-0"

27'-7"

HP

HP

NO AREA DIVIDER TO BE

INSTALLED AT THIS LINE

N.I.C.

NO AREA DIVIDER OR EXPANSION

JOINT TO BE INSTALLED BETWEEN

SECTION 1 AND SECTION 4

SLOPED OLD

METAL PANEL

DECK INSTALL PER

DETAIL "L"

FLAT

CONCRETE

DECK

INSTALL PER

DETAIL "N"

REMOVE PEA GRAVEL IN CTP FLOODCOAT

REMOVE MULTI-PLY ORGANIC

FELT AND CTP MEMBRANE

REMOVE (2) LAYERS OF 3/4"

FIBERGLASS RIGID INSULATION

EXISTING NARROW RIB 1.5"

STEEL DECK (TO REMAIN) -

REPAIR AS NEEDED

(SLOPE IN STEEL)

NEW FULLY ADHERED 60 mil

REINFORCED EPDM

6" LAP AND 6"

SEAM TAPE

TOP LAYER 2.6" ISOCYANURATE -

ADHERED IN BEADS OF SPECIAL

ADHESIVE

BASE LAYER 2.6" ISOCYANURATE - MECHANICALLY ATTACHED

TO EXISTING ROOF PANELS WITH A MINIMUM OF FOUR (4)

SCREWS SECURED TO THE "L" ANGLE PER 4'x8' BOARD

EXISTING NARROW RIB 1.5" STEEL DECK (TO REMAIN) -

REPAIR AS NEEDED ON A UNIT PRICE BASIS

(SLOPE IN STEEL) EXISTING SLOPED OLD METAL PANEL

ON "L" ANGLES AT 48" O.C. TYP.

REMOVE FULLY ADHERED EPDM

REMOVE MULTI-PLY SMOOTH BUR

REMOVE RECOVERY 1/2"

WOOD FIBER INSULATION

(MECHANICALLY ATTACHED)

REMOVE (2) LAYERS OF 3/4" PERLITE

EXISTING 1.5" STEEL DECK

(TO REMAIN)

NEW FULLY ADHERED 60 mil

REINFORCED EPDM

6" LAP AND 6"

SEAM TAPE

TOP LAYER 2.6" ISOCYANURATE -

ADHERED IN BEADS OF SPECIAL

ADHESIVE

BASE LAYER 2.6" ISOCYANURATE - MECHANICALLY ATTACHED

TO EXISTING ROOF PANELS WITH A MINIMUM OF FOUR (4)

SCREWS SECURED TO THE "L" ANGLE PER 4'x8' BOARD

EXISTING NARROW RIB 1.5" STEEL DECK (TO REMAIN) -

REPAIR AS NEEDED ON A UNIT PRICE BASIS

(SLOPE IN STEEL) EXISTING SLOPED OLD METAL PANEL

ON "L" ANGLES AT 48" O.C. TYP.

REMOVE EXISTING FULLY ADHERED EPDM

REMOVE EXISTING 1.5" RIGID ISOCYANURATE

(MECHANICALLY ATTACHED)

EXISTING 3" DEEP

SPAN METAL DECK

(TO REMAIN) REPAIR

AS NEEDED

EXISTING 3" DEEP SPAN METAL DECK (TO

REMAIN) REPAIR AS NEEDED

NEW FULLY ADHERED 60 mil

REINFORCED EPDM

6" LAP AND 6"

SEAM TAPE

TOP LAYER 2.6" ISOCYANURATE - ADHERED

IN BEADS OF SPECIAL ADHESIVE

BASE LAYER 2.6" ISOCYANURATE -

MECHANICALLY ATTACHED TO

STEEL DECK

REMOVE FULLY ADHERED EPDM

REMOVE EXISTING MULTI-PLY BUR

REMOVE RECOVERY 1/2"

WOOD FIBER INSULATION

(MECHANICALLY ATTACHED)

REMOVE EXISTING WOOD

FIBER INSULATION

EXISTING STEEL DECK (TO

REMAIN) REPAIR AS

NEEDED - EXISTING

SLOPED OLD METAL

PANEL ON "L" ANGLES AT

48" O.C. TYP.

NEW FULLY ADHERED 60 mil

REINFORCED EPDM

6" LAP AND 6"

SEAM TAPE

TOP LAYER 2.6" ISOCYANURATE -

ADHERED IN BEADS OF SPECIAL

ADHESIVE

BASE LAYER 2.6" ISOCYANURATE - MECHANICALLY ATTACHED

TO EXISTING ROOF PANELS WITH A MINIMUM OF FOUR (4)

SCREWS SECURED TO THE "L" ANGLE PER 4'x8' BOARD

EXISTING NARROW RIB 1.5" STEEL DECK (TO REMAIN) -

REPAIR AS NEEDED ON A UNIT PRICE BASIS

(SLOPE IN STEEL) EXISTING SLOPED OLD METAL PANEL

ON "L" ANGLES AT 48" O.C. TYP.

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APPROX. ROOF AREAS

SECTION

52,711

TOTAL

6A

SQ. FT.

8,000

41,9781

M

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ROOF PLAN - BLDG. 8001

RP-2A SCALE: 1" = 20'-0"

1,1007

4486B

E

RP-2 NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 80 (SECTION 1) F

RP-2 NOT TO SCALE

PROPOSED CONSTRUCTION PROFILE

BLDG. 80 (SECTION 1)

G

RP-2 NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 80 (SECTION 4) H

RP-2 NOT TO SCALE

PROPOSED CONSTRUCTION PROFILE

BLDG. 80 (SECTION 4)

I

RP-2 NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 80 (SECTION 6A) J

RP-2 NOT TO SCALE

PROPOSED CONSTRUCTION PROFILE

BLDG. 80 (SECTION 6A)

K

RP-2 NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 80 (SECTION 6B) L

RP-2 NOT TO SCALE

BLDG. 80 (SECTION 6B)

REMOVE MULTIPLE BUR PLIES/ASPHALT

(*SAMPLED POSITIVE FOR ASBESTOS)

REMOVE EXISTING CONCRETE DECK

AND MASONRY WALLS AND

WINDOWS

SOUTH, EAST AND NORTH SIDES

EXISTING POURED WALL TO

REMAIN

TIE INTO SECTION 8

NEW FULLY ADHERED

60 mil EPDM ROOF

SPECIAL TAPER TO FORCE

WATER TO FLOW OUT DOOR

OPENING (4" MIN. 7" MAX.)

TIE INTO SECTION 7

WEST (DOOR) SIDE

WALLS TO BE REMOVED

REMOVE EXISTING FULLY ADHERED EPDM RECOVERY ROOF

REMOVE EXISTING 1/2" WOOD FIBER RECOVERY INSULATION

REMOVE EXISTING CTP MULTI-PLY ROOF (NOT CONTAINS ASBESTOS)

REMOVE EXISTING ~1" FIBERGLASS INSULATION

EXISTING 1.5"

NARROW RIB STEEL

DECK (SLOPE IN DECK)

NEW FULLY ADHERED 60 mil

REINFORCED EPDM

6" LAP AND 6"

SEAM TAPE

(2) LAYERS OF 2.6" RIGID

ISOCYANURATE INSULATION-

STAGGERED - MECHANICALLY

ATTACHED

EXISTING 1.5" NARROW RIB STEEL DECK

TO REMAIN - REPAIR AS NEEDED

C-6 C-7

C-4

C-5

C-3

C-1 C-2

C-2

C-1 C-3

C-1

C-2

C-1

GUARD TOWER

(WALLS AND ROOF

TO BE REMOVED)

STONE PARAPET CAP

LOWER SECTION 6B

UPPER SECTION 6A

DROPS ~2" IN 16'

OVERHANG

HP

MASONRY STONE AND CAP AND TOP

BRICK IN POOR CONDITION. TO BE

REMOVED (SEE DETAIL No. 13)

16'-0" 23'-0"

SECTION 7SECTION

15'-0"

SECTION

55'-0"

A

HP

SLOPED OLD

METAL PANEL

DECK INSTALL PER

DETAIL "L"

FLAT

CONCRETE

DECK

INSTALL PER

DETAIL "N"

REMOVE ~ 2" LIGHTGUARD TRAFFIC TOPPING AND XEPS BOARD

LOOSE LAID EPDM

REMOVE 1/2" WOOD FIBER INSULATION

REMOVE MULTI-PLY BUR

REMOVE EXISTING 1.5" EPS

ASPHALT VAPOR BARRIER ON DECK

CONCRETE DECK (SLOPE IN DECK)

NEW FULLY ADHERED 60 mil

REINFORCED EPDM

6" LAP AND 6"

SEAM TAPE

(2) LAYERS OF 2.6" ISOCYANURATE -

STAGGERED - ADHERED IN BEADS OF

SPECIAL ADHESIVE

EXISTING VAPOR BARRER - ALLOWED TO

REMAIN IF DRY AND BONDED

CONCRETE DECK

C

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In te rc ha ng e Dr

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O

RP-2B NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 80 (SECTION 7 PENTHOUSE) P

RP-2B NOT TO SCALE

PROPOSED CONSTRUCTION PROFILE

BLDG. 80 (SECTION 7 PENTHOUSE)

Q

RP-2B NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 80 (SECTION 8) R

RP-2B NOT TO SCALE

PROPOSED CONSTRUCTION PROFILE

BLDG. 80 (SECTION 8)

ROOF PLAN - BLDG. 8001

RP-2B SCALE: 1" = 20'-0"

M

RP-2B NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 80 (SECTION 7) N

RP-2B NOT TO SCALE

PROPOSED CONSTRUCTION PROFILE

BLDG. 80 (SECTION 7)

APPROX. ROOF AREAS

SECTION

52,711

TOTAL

6A

SQ. FT.

8,000

41,9781

1,1007

4486B

C-1

RIDGE

DS

C-2

~ 38'-0"

~ 18'-0"

~ 18'-0"

GUTTER OVER DOOR

REMOVE EXISTING 2-PLY GRANULAR

SURFACED MODIFIED (APPEARS NAILED AT

HIGH SIDE OF PLIES) (NOT ADHERED AT CORE)

EXISTING PLYWOOD ON 2x FRAMING

TO REMAIN (REPAIR AS NEEDED ON A

UNIT PRICE BASIS)

~ 8" FIBERGLASS BATT (TO REMAIN)

DROP CEILING TILES

NEW 1/2" DENSDECK INSULATION (FIRE BARRIER

BOARD) SECURED TO PLYWOOD AT THE

MINIMUM RATE OF TWELVE (12) SCREWS AND

EXISTING PLYWOOD ON 2x FRAMING

TO REMAIN (REPAIR AS NEEDED ON A

NEW FULLY ADHERED 60 mil REINFORCED EPDM

EXISTING 6" FIBERGLASS BATT (TO REMAIN)

DROP CEILING TILES

NEW 1/2" DENSDECK INSULATION (FIRE BARRIER

BOARD) SECURED TO PLYWOOD AT THE

MINIMUM RATE OF TWELVE (12) SCREWS AND

PLATES PER 4'x8' PLATE

EXISTING PLYWOOD ON 2x FRAMING

TO REMAIN (REPAIR AS NEEDED ON A

UNIT PRICE BASIS)

NEW FULLY ADHERED 60 mil REINFORCED EPDM

6" LAP AND

6" SEAM

TAPE

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APPROX. ROOF AREAS

1,373TOTAL

SQ. FT.

M

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H

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In te rc ha ng e Dr

Fa rm in gt on

H ill s · M

I ·

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.9

.9

Bu ild in g

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So lu tio ns

Bu ild in g an d

Co ns tr uc tio n

ROOF PLAN - BLDG. 20101

RP-3 SCALE: 1/4" = 1'-0"

S

RP-3 NOT TO SCALE

EXISTING CONSTRUCTION PROFILE

BLDG. 201

T

RP-3 NOT TO SCALE

BLDG. 201

FOR TYPICAL ROOF

CONSTRUCTION

PROFILE SEE DETAIL

R

RP3

NEW CAST IRON STRAINER, CLAMPING RING AND BOLTS

MIN. 60" TARGET PATCH AT CENTERED AT DRAIN - FULLY

ADHERED AND FASTENED 12" O.C. AT EDGES

NEW SPECIAL SUMP TAPER FROM

APPROX. 3.5" TO APPROX. 5" OVER 4'-0"

EXISTING METAL SUMP PAN

NEW

ADJUSTABLE

DRAIN

EXTENSIONS

INSTALLED

PER

MANUFACTURER

INSTRUCTIONS

SEALANT

EXISTING ROOF DRAINS TO BE

CLEANED AND PREPARED FOR

NEW DRAIN EXTENSIONS

INSTALLED ALL (6) LOCATIONS

4" MIN.

Q

A

RP1

EXISTING CAST IRON SOIL PIPE PENETRATION

NEW APPROVED SEALANT

NEW STAINLESS STEEL DRAWBAND (REQUIRED)

NEW PREFABRICATED EPDM FLASHING BOOT

3" MIN. LAP

MANUFACTURER APPROVED SEALANT

(IF REQUIRED)

4" M

IN

NEW

INSULATION

(VARIES)

FOR TYPICAL ROOF

CONSTRUCTION

PROFILE SEE DETAIL

R

RP3

A

RP1

FILL GAP BETWEEN PIPE

AND FOAM WITH SPRAY

FOAM

EXISTING BRICK WALL

~ 12"

5/8"

~ 8"

~ 3"

NEW 24 GA. PREFINISHED

METAL COPING

FASTEN INSIDE

FACE AT 24" O.C.

NEW 2x WOOD

BLOCKING - SET IN

CONSTRUCTION

ADHESIVE AND

MECHANICALLY

ATTACHED AT

18" O.C.

NEW 22 GA. CLIP -

SECURED 12"O.C.

FACE AND TOP

EXISTING STONE COPING

SEE ROOF

CONSTRUCTION

PROFILE A

FOR TYPICAL ROOF

CONSTRUCTION

PROFILE SEE

DETAIL

NEW 24 GA. PREFINISHED

GALVANIZED METAL EDGE - SET

ONTO CLIP - NAILED 3" O.C. (~8")

NEW 22 GA. GALVANIZED CLIP -

SECURED 12" O.C. TOP AND FACE

NEW STACKED 2.6 AND PLYWOOD

TO PROVIDE 5.25" OF NEW WOOD

BLOCKING (TO MATCH 5.2" NEW

INSULATION)

NEW METAL TO LAP

ONTO SIDING 2" MIN.

EXISTING METAL PANEL

SIDING (TO REMAIN)

NEW 2x PLACED VERTICALLY TO

INFILL ABOVE EXISTING SIDING

(SECURE 12" O.C. STAGGERED)

NEW MEMBRANE STRIPPING PLY

NEW EPDM - RUN DOWN AND

OVER WOOD BLOCKING

NEW FOAM CLOSURE

(TO FIT SIDING)

EXISTING METAL PANEL TO REMAIN

AND ACT AS THE ROOF "DECKING"

FOR TYPICAL ROOF

CONSTRUCTION

PROFILE SEE

DETAIL

NEW 24 GA. PREFINISHED

GALVANIZED EAVE METAL -

SECURED AT 3" O.C. (~ 5" FACE)

NEW 24 GA. CLOSURE METAL

NEW SPECIAL CUT 2x AND

PLYWOOD TO PROVIDE ~5" OF

NEW STACKED WOOD BLOCKING

(TO NEARLY MATCH NEW 5.2"

INSULATION)

EXISTING CMU

BLOCK WALL

NEW 2x10 WITH BEVEL CUT AT

TOP - SECURED TO VERTICAL FACE

12" O.C. STAGGERED

NEW MEMBRANE STRIPPING PLY

NEW EPDM - RUN DOWN AND

OVER WOOD BLOCKINGEXISTING METAL

PANEL TO REMAIN

AND ACT AS THE

ROOF "DECKING"

3"

2" MIN.

LAP

2.5"

MIN.

1"

NEW 60 mil REINFORCED EPDM BASE FLASHING

- FULLY ADHERED

6" MIN. 6" SEAM TAPE

MANUFACTURER APPROVED SEALANT

(IF REQUIRED)

NEW MANUFACTURER APPROVED MEMBRANE SECUREMENT

FASTENERS AND PLATES MIN. 12" O.C.

FOR TYPICAL ROOF

CONSTRUCTION PROFILE

SEE DETAILS

EXISTING ROOF

CURB (SEE

GENERAL NOTE

No. 2)

EXISTING

WOOD

NAILER

EXISTING UNIT FLANGE (SEE

GENERAL NOTE No. 1)

NEW WOOD NAILER AS NECESSARY TO ACHIEVE THE REQUIRED 10" FLASHING

HEIGHT - SECURED 12" O.C. WITH 16d NAILS

NEW NEOPRENE BACKED SCREWS 24" O.C.

- MIN. (1) PER SIDE

NEW

ROOFING

NAILS 12"

O.C.

4" M

IN

2" M

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10" MIN.

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EXISTING STANDING SEAM SIDING (TO REMAIN)

BOTTOM CLOSURE FOR SIDING (TO REMAIN)

NEW SEALANT

NEW SURFACE MOUNTED

COUNTERFLASHING - SECURED 12" O.C.

NEW TERMINATION BAR - SECURED 12" O.C. WITH

WATER CUT OFF MASTIC AND TOOLED SEALANT

NEW FOAM ROLL EXPANSION JOINT

NEW 6 mil POLY AND

FIBERGLASS BATT TO

FILL GAP BEHIND

WOOD NAILER

NEW FULLY ADHERED REINFORCED 60 mil EPDM

EXISTING WOOD NAILER (TO REMAIN)

~20" ABOVE DECK

~12" ABOVE DECK

NEW TERMINATION BAR - SECURED MIN.

12" O.C. WITH CUT OFF MASTIC AND

TOOLED SEALANT

NEW SEALANT

NEW 60 mil REINFORCED EPDM

BASE FLASHING - FULLY ADHERED

NEW 4" COUNTERFLASHING - SET INTO A SAWCUT

REGLET AND SECURED WITH LEAD WEDGES

COPING (REFER TO

DETAIL ELSEWHERE)

BRICK

NEW EPDM STRIPPING PLY

NEW EPDM FLASHING TO RUN UP

AND OVER PARAPET AND ~1"

ONTO BRICK WALL

EXISTING STONE COPING

EXISTING

BRICK WALL

REMOVE AND RESET ANY FLOODLIGHT

MOUNTED ON THE STONE COPING

EXISTING COPPER CAN

EITHER BE TRIMMED

AND REMOVED OR CAN

REMAIN BURIED

NEW NOMINAL 1/2"

PLYWOOD TO FILL

GAP BELOW STONE

COPING (OVERHANG)

NEW 22 GA.

GALVANIZED CLIP -

SECURED AT 12" O.C.

METAL TO COVER

BRICK ~2"

SLIGHT HEM AND

BEND AT BOTTOM

~14"

VERIFY IN FIELD

NEW 24 GA. PREFINISHED GALVANIZED

COPING WITH CONCEALED SPLICE PLATES

(~6" OUTSIDE FACE, ~3.5" INSIDE FACE)

NEW 3/4" PLYWOOD WITH 3/4"

PLYWOOD SHIM - SECURE AT (2)

ROWS 12" O.C. STAGGERED

SECURE INNER COPING ~24" O.C.

NEW FULLY ADHERED

EPDM UP AND OVER

PARAPET

EXISTING BRICK

EXISTING WOOD NAILER

NEW 22 GA. GALVANIZED CLIP -

SECURE 12" O.C. TOP AND FACE

NEW TERMINATION BAR - SECURED MIN.

12" O.C. WITH WATER CUT OFF MASTIC

NEW SEALANT - TOOLED SMOOTH

NEW 60 mil EPDM BASE FLASHING -

FULLY ADHERED - NEW 10" HIGH

EXISTING BRICK WALL

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NEW 24 GA. PREFINISHED GALVANIZED

COPING WITH CONCEALED SPLICE CLIPS

NEW 3/4" PLYWOOD WITH 3/4"

PLYWOOD SHIM - SECURE AT (2)

ROWS 12" O.C. STAGGERED

SECURE INNER COPING ~24" O.C.

NEW 3/4" PLYWOOD -

SECURED AT TOP AND

BOTTOM 12" O.C.

STAGGERED

EXISTING BRICK

NEW 2X NAILER SET IN (3)

BEADS OF CONSTRUCTION

ADHESIVE AND SECURED WITH

1/4" HOOK BOLTS 12" O.C.

NEW 22 GA. GALVANIZED CLIP -

SECURE 8" O.C. TOP AND FACE

NEW FULLY ADHERED 60

mil EPDM UP AND OVER

PARAPET

REMOVE ALL

"HIGHER" SECTIONS

OF MASONRY WALL

REMOVE LOWEST

STONE COPING

REMOVE (3)

ADDITIONAL

COURSE OF BRICK

BELOW LOWEST

STONE COPING

PORTION OF

EXISTING BRICK

TO REMAIN

4"

4" 4"

12" 12" 6" 6"

(NEW HOOK BOLT LAYOUT)

EXISTING PIPE (SIZE VARIES)

NEW APPROVED SEALANT

NEW STAINLESS STEEL DRAWBAND (REQUIRED)

NEW PVC FLASHING MEMBRANE

2" MIN. HOT AIR WELD

8" M

IN

FOR TYPICAL ROOF

PROFILE SEE DETAIL

CONSTRUCTION

2"

6"

SEPARATOR TAPE

PVC FLASHING MEMBRANE -

TURN MEMBRANE UP PIPE ~1"

INFILL GAPS AROUND PIPES WITH SPRAY FOAM

1-1/2"

4" NEW 60 mil PVC STRIP-IN PLY -

CONTINUOUS HEAT WELD TO FIELD

MEMBRANE AND PENETRATION

PAN FLANGE

EXISTING PIPE PENETRATION

NEW SQUARE OR ROUND PITCH

PAN FLASHING CONSTRUCTED

FROM PVC COATED METAL -

MIN. 2" HIGH

NEW PITCH PAN FILLER

CROWNED FOR SLOPE

FILLER TO PREVENT DRIPPAGE

1.)

GENERAL NOTES

IN GENERAL PITCH PANS ARE TO BE

AVOIDED. INSTALL ONLY WHERE A

STANDARD PIPE WRAP IS NOT POSSIBLE.

FOR TYPICAL ROOF

PROFILE SEE DETAIL

CONSTRUCTION

INFILL GAPS WITH SPRAY FOAM

NEW 60 mil REINFORCED PVC BASE

FLASHING - FULLY ADHERED

NEW MIN. 24 GA. PREPAINTED GALVANIZED

STEEL SLIP FLASHING - SECURED WITH

NEOPRENE BACKED SCREWS MIN. 12" O.C.

NON-REMOVABLE HVAC

ORIGINAL HVAC CURB

EXISTING CURB WOOD NAILER STRIP

NEW WATER CUTOFF MASTIC

FOR TYPICAL ROOF

PROFILE SEE DETAIL

CONSTRUCTION

NOTE: CURB CONSTRUCTION

IS SHOWN AS A TYPICAL

CONSTRUCTION AND

VARIATIONS TO THE

BLOCKING OR STEEL FROM

WHAT IS SHOWN MAY EXIST.

NEW MANUFACTURER APPROVED

MEMBRANE SECUREMENT FASTENERS

AND PLATES MIN. 12" O.C. AROUND

PENETRATION MIN. OF (4) PER

PENETRATION

APPROVED SEALANT

NEW STAINLESS STEEL DRAWBAND

NEW 24 GA. STAINLESS STEEL UMBRELLA

FLASHING

EXISTING GALVANIZED STEEL

HOT STACK

NEW NOMINAL 60 mil NON-REINFORCED

THERMOPLASTIC FLASHING MEMBRANE -

FULLY ADHERED

MANUFACTURER APPROVED BONDING

ADHESIVE

CONTINUOUS HOT AIR WELDS

MANUFACTURER APPROVED

SEALANT (IF REQUIRED)

NEW 24 GA. GALVANIZED STEEL

FLASHING SLEEVE - SECURED TO

DECK 6" O.C.

1" MIN.

CLEARANCE

1"

" M

IN

1" MIN. 2" MIN.

1" MIN.

3"

1.)

GENERAL NOTES

ILLUSTRATION DEPICTS A "ROUND" BASE AND COLLAR. HOWEVER,

SOME HOT PIPES HAVE A SQUARE CURB AND A ROUND TO SQUARE

HOOD. FOR THOSE CONDITIONS, RAISE AND RESET HOOD TO

INSTALL NEW CURB FLASHINGS. SEE DETAIL 08A..

NEW BATT FIBERGLASS INSULATION

APPROX. 4"-6"

FOR TYPICAL ROOF

PROFILE SEE DETAIL

CONSTRUCTION

~2'-3'

SQUARE

NEW 2X WOOD BLOCKING

TO RAISE CURB TO 10" MIN.

FLASHING - TOE NAIL TO

TOP OF EXISTING WOOD

CURB AT 12" O.C. MAX.

NEW MANUFACTURER

APPROVED MEMBRANE

SECUREMENT FASTENERS AND

PLATES MIN. 12" O.C.

NEW STAINLESS STEEL DRAWBAND

NEW 24 GA. STAINLESS STEEL UMBRELLA

FLASHING

EXISTING GALVANIZED STEEL

HOT STACK

APPROVED SEALANT

NEW NOMINAL 60 mil

NON-REINFORCED

THERMOPLASTIC FLASHING

MEMBRANE - FULLY ADHERED

MANUFACTURER

APPROVED SEALANT (IF

REQUIRED)

NEW BATT FIBERGLASS INSULATION

APPROX. 4"-6"

EXISTING WOOD BLOCKING

FOR TYPICAL ROOF

PROFILE SEE DETAIL

CONSTRUCTION

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1.5" + 2.0" + "X"

1.5" + "Y"

1.5" + "X"

Q

~6'

3'

POURED WALL (TO REMAIN)

FILL DECK OPENING OR

COVER WITH 5 'x 5' x 1/4"

STEEL PLATE

4" ISO 8' INTO SPACE

3" ISO 8' INTO SPACE

2" ISO AT DOORWAY

APPROX. 30"

EXISTING DOOR

OPENING

1.5" BASE LAYER

2" FILL

X

2.5"

1.5"

0.5"

Y

X

EPDM PLY RUN DOWN FACE

NEW 6" ALUMINUM FASCIA -

NAILED TOP AND BOTTOM AT

12" O.C.

NEW EPDM STRIPPING PLY -

MIN. 9" WIDE

NEW 2.5" T-SHAPED

ALUMINUM DRIP EDGE -

NAILED 3" O.C.

BUILDING WALL

SOFFIT

NEW 1/2" PLYWOOD 6" EDGE -

NAILED 6" O.C.

12" MIN

OPENING SIZE

EXISTING STEEL DECK

NEW 22 GA. RIBBED METAL DECK

TO EXTEND MINIMUM 12" ONTO ADJOINING DECK,

BUT TO EXTEND 3' OR MORE IN FLUTE DIRECTION TO

EXTEND 6" BEYOND NEAREST STRUCTURAL JOIST.

NEW SELF TAPPING SCREWS

AT 12" O.C. ALL FOUR SIDES

NEW FOAM ROLL AND

EPDM COVER STRIPNEW WOOD BLOCKING TO MATCH

INSULATION THICKNESS (~2.25")

EXISTING WOOD

NAILERS (TO

REMAIN)

NEW BATT

INSULATION

NEW 24 GA. PREFINISHED

GUTTER - SECURED 6" O.C.

ON TOP AND NEW

SPACERS AT 24" O.C.

NEW (3) 2x6 NAILERS

PLUS 1/2" PLYWOOD TO

ACHIEVE 5" OF NAILER

EXISTING BRICK

NEW 24 GA. PREFINISHED

EXTENSION TO COVER

TOP OF BRICK 3"

NEW MEMBRANE STRIPPING PLY

NEW FULLY ADHERED 60 mil

REINFORCED EPDM - TURN

DOWN WALL ONTO BRICK

FOR TYPICAL ROOF

PROFILE SEE DETAIL

CONSTRUCTION

NEW 24 GA. PREFINISHED RAKE

EDGE - LOCKED ONTO CLEAT -

NAILED 4" O.C.

NEW 22 GA. CLEAT - SECURED

12" O.C. TOP AND FACE

NEW MEMBRANE STRIPPING PLY

NEW EPDM - RUN DOWN AND

OVER WOOD BLOCKING

FOR TYPICAL ROOF

PROFILE SEE DETAIL

CONSTRUCTION

1-1/2"

~ 3/4"

~ 7.25" NEW (3) 2x6 NAILERS

PLUS 3/4" PLYWOOD TO

ACHIEVE 5.25" OF

NAILER

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1" 12"

EPDM PLY RUN DOWN FACE

NEW 6" ALUMINUM FASCIA -

NAILED TOP AND BOTTOM AT

12" O.C.

NEW EPDM STRIPPING PLY -

MIN. 9" WIDE

NEW 2.5" T-SHAPED

ALUMINUM DRIP EDGE -

NAILED 3" O.C.

BUILDING WALL

SOFFIT

NEW 1/2" x 6" PLYWOOD -

NAILED 6" O.C. TO SUPPORT

NEW METAL EDGE

1" 12"

NEW GUTTER HANGER SET

AT 24" (FIVE TOTAL) FOR 10

FOOT GUTTER

2"

4" MIN.

3" MIN.

5" MIN.

NEW GUTTER SHALL BE .040" ALUMINUM

AND SHALL BE 10 FEET LONG WITH END

CAPS - NEW .026" PREFABRICATED OUTLET

AND NEW 040 PVC DOWNSPOUT TO BE

INSTALLED TO MATCH EXISTING

DOWNSPOUT LOCATION

NOTE:

SLOPE GUTTER 1/2"

TOWARD DOWNSPOUT END.

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