a501 - madison, wisconsin€¦ · 12" min embed (4) type 304 a193 bb ... 8" steel tube 1...

1. 8" CMU TO BE REINFORCED W/ # 5 @ 48" O.C. VERTICAL GROUTED @ REINFORCED CELLS

2. 12" CMU TO BE REINFORCED W/ # 5 @ 24"O.C. VERTICAL GROUTED @ REINFORCED CELLS

3. INSTALL BOND BEAM @ TOP COURSE OF ALL CMU WALLS W/ (2) # 5 BARS CONTINUOUS

NOTE:

FINISHED FLOOR ELEVATION =100'-0" [853.3]

NOTE:

2

B

B

3 1/2"

RAI

SED

CONC

SLA

B

SEE PLUMBINGDRAWING FOR DRAIN

LOCATIONS IN THIS AREA

4A501

#4@12"O.CDOWELED

INTO WALLS

EXPOSED CONC W/CHAMFER TOP (TYP)

#4@12"O.CDOWELED

INTO WALLS

102TOILET

CAST IN TRENCH DRAINSEE SPEC'S

ELEV

. -99'-

4"TO

P OF

WAL

L

+100'-0"TOP OF SLAB

SLOPE TO PERIMETER 1"

ELEV. 100'-3 1/2"TOP OF WALL

2" STONE LEDGE

4" CONC SLABREINFORCED W/6X6 10

10 WIRE MESHREINFORCEMENTSLOPE TO DRAIN

ELEV

. -99'-

4"TO

P OF

WAL

L

4'-0"x 1'-0" CONC FTG@ 12" CMU WALLS

24"x24" PIER WITH (8)#6 BARS

VERTICAL WITH STANDARD

HOOK INTO FOOTING AND #3

TIES AT 12" O.C. VERTICAL

FOOTING:

5'-0"x5'-0"x1'-0" W/

(5) #5 BARS EACH

WAY @ BOTTOM

5" CONC SLAB W/ 6X6 1010 WIRE MESH

REINFORCEMENT OR EQTHICKENED EDGE @ PERIMETERPICTURE FRAME / BROOM FINISHELEV. -96-61/2"

TOP OF FTG


103TOILET

ELEV

. -100

'-11 1

/2"TO

P OF

WAL

L

ELEV. +100'-0"TOP OF SLAB

ELEV. -96-2 1/2"TOP OF FTG

ELEV. -96-2 1/2"TOP OF FTGELEV. 100'-3 1/2"

TOP OF WALL


VERIES TOP OF SLAB

ELEV. -99'-9" [853.03]TOP OF SLAB

ELEV. -99'-11"TOP OF SLAB

SLOPE SLAB 2"

ELEV. -99'-10"TOP OF LEDGE

SLOPE TO PERIMETER 1"6" STL PIPE BOLLARDSET IN 18"x48" PIERFOOTING

6" STL PIPE BOLLARDSET IN 18"x48" PIERFOOTING

ELEV. -96-2 1/2"TOP OF FTG



+100'-0"TOP OF SLAB

6" STL PIPE BOLLARDSET IN 18"x48" PIER

FOOTING

SLOPE TO PERIMETER 2"

3A500

3A501 1

A500

2A500

ELEV. -99'-10"TOP OF LEDGE


ELEV. -96'-2 1/2"TOP OF FTG


101MECHANICAL

ELEV. -99'-9" [853.03]TOP OF SLAB

[853.2]

[853.2]

[853.2]


[853.2]

FLOATING 5" CONC. SLAB

ON COMPACTED GRANULAR FILL BASE

PROVIDE COLD JOINT @ MAIN SLAB

STEEL TUBE COLUMN/BEAMSEE DETAIL

(2) LAYERS 3 4" PLYWD SUBFACIAGLUE AND SCREW LAYERS

2x12 OUTRIGGERSW 2x4 BRACE ( SEE DTL)

12" CMU WALL

2x12 RAFTERS @ 24"O.C

BUILT IN GUTTER

BUILT IN GUTTER

A5011

3 12"x 11 7 8"LVL BEAM (DROPPED)

3 12"x 11 7 8"LVL BEAM (DROPPED)

A5011

LOWER ROOF: 2x12 ROOF RAFTERS @24" O.C.

GUSSET W/ 34" PLWD TO FRAMINGABOVE EACH SIDE

OF 2x12 RAFTER

(2) LAYERS 3 4" PLYWD SUBFACIAGLUE AND SCREW LAYERS SIMPSON-HGUM5.25-SDS

BUILT IN GUTTER

SIMPSON-HGUM5.25-SDS

SIMPSON-XXX

SIMPSON-XXX

JOIST HANGERSSIMPSON HU212

(TYPICAL)

2x12 OUTRIGGERSW 2x4 BRACE ( SEE DTL)

5 18"x 24" GLULAM BEAM (FLUSH)

5 18"x 24" GLULAM BEAM (FLUSH)

JOIST HANGERSSIMPSON HU212(TYPICAL)

4A501 3

A500

3A501 1

A500

2A500

2

B

B

3

1

3

1

A

A

(2)#5 REBAR

8" BLACK CMUREINFORCED W/ #5@48"O.C(SEALED BOTH SIDES)

5" CONC SLABPITCHED AWAY

4" CONC SLAB REINFORCEDW/ 6X6 10

10 WIRE MESH REINFVAPOR BARRIER

EPOXY COVE BASETO COVER EXPANSION

JOINT

CLEAN BACKFILL

(2)#5 REBAR

(2)#5 REBAR#5 x 1'-4" DOWEL

@24" O.C

#5 VERT @12" O.C

#5 x4'-0" DOWEL@48" O.C

2" RIGID INSUL1" THERM BREAK

@ SLAB/WALL

FELT EXPANSION JOINT

NOTCHED 2x12's FORBUILT IN GUTTER. SAME HEIGHT BLOCKING FOR PITCH

(2) LAYERS 3 4" PLYWDGLUED AND SCREWSTRUCT. FASCIA

2x4 ANGLEDKICKER @ 24" O.C

GLULAM BEAM

RIPPED 2x SLEEPERSET ON RAFTER

SIMPSON FACE MOUNTHANGER-HU212 TYP

2x4 ANGLEDKICKER @ 24" O.C

SIMPSON MSTI26 STRAP@ EACH RAFTER

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FOUNDATION PLAN1/4" = 1'-0"1

ROOF FRAMING PLAN1

4" = 1'-0"2

FOUNDATION DETAIL1"= 1'-0"3

CANOPY OUTRIGGER DETAILNTS4

ES

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1

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STEEL COLUMN-SIDE ELEVATION1" = 1'-0"3

BASE PLATE ISONTS

6

STEEL COLUMN-FRONT ELEVATION1" = 1'-0"

14" 8"

PL TO HSS TOP& BOTTOM

EA PL1

4" 8"

PL 12" EACH SIDEOF HSS

CL

CL

CL

CL

EA PL1

4" 5"

5/16"

12

" M

IN

E

MB

ED

(4) TYPE 304 A193 BBSTAINLESS STEEL BOLTS

(8) #6 BARS VERTICAL W/ STANDARD HOOKINTO FOOTING & #3 TIES @ 12" O.C VERT

(5)#5 BARS EACH WAY BOTTOM

1" X 18" X 18" PLATE W/EXPOSED ANCHORS

HSS 8x8x38" STEEL TUBE

12" PLATE STEEL FLANGE

5" CONC SLAB W/6X6 10

10 WIREMESHBROOM FINISH

316 "

STEEL BRACKET DETAILNTS

2

PL 12" EACH SIDEOF HSS

SOLID NON SHRINK GROUTEXPANSION JOINT EXPANSION JOINT

CLCL

1 2 3

316 "

STEEL SCUPPER DETAIL1 1/2" = 1'-0"1

PLAN

SIDE ELEV.END ELEV.

PERSPECTIVE VIEW

14" STEEL PLATE

38 " STEEL PLATE

38" LAG BOLTS

38" LAG BOLTS

38 " STEEL PLATE

C10x15.3 CHANNEL

C10x15.3 CHANNEL

14" STEEL PLATE

WELDED PENCIL BAR DRIP

WELDED PENCILBAR DRIP

NOTE:STEEL SCUPPER TO BE PAINTED W/HIGH PERFORMANCE PAINT BEFOREINSTALL

BASE PLATE DETAIL1 1/2" = 1'-0"4

CONT 516" WELD

18"x18"x1" STLBASE PLATE

HSS 8x8x38"

STEEL TUBE

ASTM 1554 GRADE 36W/ ASTM F2329

GALVANIZING

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PL

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07

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01

6

CAST IRONC_LAVATORYHUDSONK-2867

HB


HB

GRAB BARS@ 34" AFF

101MECHANICAL

ELEC PANEL

SLOPSINK

FD

HB

WATERSOFTNER

WH

ELECTRICALMETER

4" CONC PAD

SHEL

VES

2" STONE VENEER12" REINFORCED CMU

Sign

102TOILET

103TOILET

Sign

Sign




NOTE:

LINE OF CONCRETE APRON

FACE OF CMU

FACE

OF

CMU

GRAB BARS@ 34" AFF

TRENCH DRAIN

TRENCH DRAIN

FACE

OF

CMU

FACE OF CMU

FACE OF CMU

12"CMU WALLPAINTED P-3

DRYER RECESSEDIN CMU WALL

4A501 3

A500

3A501 1

A500

2A500

B

B

1

3

2

1

3

A5004

PT-4 CMU PT-4 CMU

LOWER EPDM ROOFW/ 4" ROOF DRAIN

PITC

HED

PITC

HED

PITC

HED

FULLY ADHEREDEPDM RUBBER ROOF

FULLY ADHEREDEPDM RUBBER ROOF

RIDGE

PITC

HED

BUILT IN GUTTEREPDM

PLATE STEELSCUPPER (SEE DTL)

LOWER EPDMROOF

OVERFLOW SCUPPER

PREFINISHEDMETAL COPING

BUILT IN GUTTEREPDM CONTINUOUS SLOPE

TO SCUPPERSPLATE STEELSCUPPER (SEE DTL)

LOWER EPDMROOF

PITC

HED

OVERFLOW SCUPPER

CONTINUOUS SLOPETO SCUPPERS

4A501 3

A500

3A501 1

A500

2A500

B

B

1

3

2

1

3

A

A

1

3

SLOP

E

SLOP

E

2" HOLLOW METALFRAME2x4 WALL CONST.

INSULATEDFRP (BLACK)

2" ALUMINUMFRAME

ALUMN TRANSOMS

ENTRY DOORS

MECH DOOR (INT)

**ALL WINDOWS SHALLBE FIELD MEASURED

D MECH RM WINDOWSC END WALL WOMENS

WINDOWS

E END WALL MENSWINDOWS

B SIDE WALL WINDOWS@COLUMN

A SIDE WALL WINDOWS

BUTT GLAZEDCORNER,TYP.

SILICONE JOINT (TYP)



F BACK WALL WINDOWS F BACK WALL WINDOWSG BACK WALL HIGHWINDOW

SILICONE JOINT (TYP) SILICONE JOINT (TYP)







METAL COPING

METAL COPING

CEMENT BOARD PANEL

DEAD BOLT

DEAD BOLT

10" PULL

MECH DOOR (EXT)

DEAD BOLT

STEEL DOOR

INSULATEDFRP (BLACK)

2" ALUMINUMFRAME

12" CMUP-3

12" CMUSEALED THIS SIDEFRP DOOR

ALUMN FRAME

STOREFRONT MULLIONSET ON SPRING CLIP

CAULK EACH SIDE

COMP TRIMCEMENTPANELS

P-3

2" STONE VENEER

CEMENT PANELS-P-1DOW AIR/WATER BARRIERTAPE SEAMS

2x4 STUDS @ 16"O.CR-13 FIBERGLASS INSUL

VAPOR BARRIERCEMENT PANELS

BACKER ROD/CAULK



101MECHANICAL

FROSTED INSULSTOREFRONT

BUTT GLAZED CORNER

A5011

FROSTED INSULSTOREFRONTBUTT GLAZED CORNER

102TOILET

103TOILET

4A501 3

A500

3A501 1

A500

2A500

B

B

1

3

2

1

3

A

A

CE

D

B

B

F FG

A

A

A101

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ROOF PLAN1

4"= 1'-0"3 FLOOR PLAN1

4" = 1'-0"1

WALL DETAIL @ DOOR1"=1'-0"4

DOOR & WINDOW TYPES3/8"=1'-0"5

CLEARSTORY PLAN1

4" = 1'-0"2

ES

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PREFINISHEDMTL COPING

EPDMROOFING

PREFIN FLASHING/COUNTER FLASHING

2" COMP BATTENS P-2,BLACK- MATCH ALUMSTOREFRONT


W/ LOCK CLIP

TOP OF CANOPYEL. 112'-7"

BOTTOM OF CANOPYEL. 110'-6"

TOP OF WALLEL. 114'-0"

TOP OF INT. FLR SLABEL. 100'-0"

12" TALL POUREDCONC BASE

12" CMU W/ 2" STONE VENEER

BLACK 8" CMU(SEALED)

SILICONEJOINT

CEMENT PANEL(CEDAR COLOR)

TOP OF 8" FTGEL. -96'-2 1/2"

PREFIN METALSCUPPER

PREFIN METALSCUPPER

2" BATTENS ON ℄WDW JOINT

AA

PREFINISHEDMTL FLASHINGABOVE CMU

A5002

ADDRESS NUMBERS TO BE 4" MIN.

2802

TOP OF 8" FTGEL. -96'-2 1/2"

BACKER ROD/CAULK SEAMS 3

A500

3A501

4A5011

A500








ELECT METERHOSE BIB

FROSTED INSULATEDSTOREFRONT (MITRE CORNER)


HSS 8 x 8 x 3 8" TUBECOLUMN & HSS 8 X 8 X 38"FOR ABOVE BEAMS



PREFIN STEEL CHANNELSCUPPER

MTL LOUVERCEMENT PANELF F

G

MTL LOUVER

CEMENT PANEL SET INALUMINUM FRAME.

P-1, CEMENT PANELCEDAR COLOR

BACKER ROD/CAULK SEAMS

TOP OF 8" FTGEL. -96'-2 1/2"

SILICONEJOINT

3A5003

A5014A501

1A500

EPDM ROOFINGBACKER ROD/CAULK SEAMS









DRINKING FOUNTAINW/ B.F

MTL LOUVER

12" TALL POUREDCONC BASE CEMENT PANEL

(CEDAR COLOR)SETIN ALUM FRAME

FROSTED INSULATEDSTOREFRONT (MITRE

CORNER)

FRP FLUSH PANEL DOORBLACK



SIGNAGEMOUNT HGT @

BRAILLE 48"

A5004

C ED

12" CMU W/ 2" STONE VENEER2" COMP BATTENSP-2, BLACK- MATCH

ALUM STOREFRONT

PREFINISHEDMTL COPINGW/ LOCK CLIP










FROSTED INSULTATEDSTOREFRONT (MITRE CORNER)


TOP OF 8" FTGEL. -96'-2 1/2"

MTL LOUVER

B B

PREFINISHEDMTL FLASHINGABOVE CMU

A5002

A300

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ELEVATION1/4" = 1'-0"1 NOTE:

*ALL MORTAR TO BE COLORED TO MATCH CMU*ALL CMU AND STONE SURFACES TO HAVE :SURE KLEAN WEATHER SEAL BLOK-GUARD &GRAFFITI CONTROL II

ELEVATION1/4" = 1'-0"2ELEVATION

1/4" = 1'-0"4

ELEVATION1/4" = 1'-0"3

NOTE:SIDING- ALLURA FIBER CEMENT SOFFIT,24"X12", MAPLE

ES

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BUILDING SECTION3/8" = 1'-0"2

CEMENT BD PANELDOW AIR/WATER BARRIER

TAPE SEAMS

DOW/AIR/WATER BARRIERCEMENT BD PANEL(BLACK)

1x2 COMP BATTENS (P-2)

FULLY ADHERED EPDM ROOF1

2" SEPARATION BD3

4" PLYWD ROOF SHEATHINGRIPPED 2x4 SLEEPERS@ 24" O.C

2x10 ROOF RAFTERS @ 24"O.CW/ JOIST HANGERS

2x10 LEDGER BOLTED TO CMU

WATER CLOSETSEAT TO BE 17"-19"FROM FINISHEDFLOOR TO TOP OFSEAT

3

S100

2

A501

1

S101

2

A501

COMPACTED CLEANGRANULAR FILL

5" CONC SLAB W/6x6 10

10 WIRE MESHREINFORCEMENT

8" BLACK CMUREINFORCED W/#5 @ 48"O.C VERTGROUTED @ REINFORCEDCELLS

CEMENT BD PANELDOW AIR/WATER BARRIERTAPE SEAMS

DOW/AIR/WATER BARRIERCEMENT BD PANEL(P-2)1x2 COMP BATTENS@ 24" O.C (BLACK)

CAULK JOINTS

PREFINISHED METALCOPING (PITCHED)

PREFINISHED METALFLASHING/ COUNTER FLASHING

BOND BEAM

PREFINISHED METALSCUPPER


2" SEPARATION BD3


2x12 ROOF RAFTERS @ 24"O.C W/JOIST HANGERS

CEMENT BD PANEL P-3

#5 REBAR @ 18" O.C(4) #5 REBAR CONTINUOUS

STEEL COLUMN

SOLID GROUT

ELEV 100'-0"

TOP OF FOUNDATION

GRAB BAR

SANITARYNAPKINDISPOSAL

TP DISPENSER




NOTE:

BOND BEAM

BUILT IN GUTTERGUTTER 1" DEEP @

STONE WALL(HIGH SIDE)3 1/2" TOTAL DROP

ENTIRE LENGTH

TOP OF SLAB

CEMENT BD PANEL P-3VAPOR BARRIER

6" RIGID INSUL

36x84 HM FRAMESTEEL DOOR



GLULAM BEAM

36x96 ALUM FRAMEBLACK INSULATEDFRP DOOR

TOP OF FTG

TOP OF FND WALL

TOP OF CMU

TOP OF PLATE

TOP OF COPING

WDW HEAD

10 B

.C


2" SEPARATION BD3


2x10 ROOF RAFTERS @ 24"O.C W/JOIST HANGERS

2x10 LEDGER BOLTED TO CMUWALL BEYOND


BUILT IN GUTTER

SEALED 12" CMU

PREFINISHED MTLSILL TYPICAL

WALL ASSEMBLY:CEMENT BD PANELDOW-WEATHERMATEAIR/WATER BARRIER1

2" OSB SHEATHING2x4 STUDS @ 16" O.CR-13 FIBERGLASS INSULVAPOR BARRIERCEMENT PANEL

2" STONE VENEER


RAISED CONC SLAB@ EQUIPT

FROSTED INSUL GLAZEDALUM WDW UNIT

5" CONC SLABSLOPE AWAY


10 WIRE MESHREINFORCEMENTVAPOR BARRIER

2" RIGID INSUL

TOP OF FOUNDATION

TOP OF FND WALL

2x4 STUDS @ 16" O.C.CEMENT BD PANEL EA SIDE

EXTEND RUBBER UP BEHINDFASCIA SET ON 1/4 FURRING


CEMENTBD

PANELSET IN

WINDOWFRAME

JOIST HANGER(TYP)

2x4 SOFFIT FRAMING @ 24" O.C


2" SEPARATION BD3

4" PLYWD ROOF SHEATHINGRIPPED 2x4 SLEEPERS@ 24"O.C2x12 ROOF RAFTERS @ 24"O.CW/ JOIST HANGERS

2x10 OUTRIGGERS @ 24" O.CW/ 2x4 KICKER

CEMENT BD PANELCEILING STAGGER JOINTS(RUNNING BOND) STEEL SUPPORT BEYOND

SEE STRUCT

BUILT IN GUTTERCONT SLOPE TO SCUPPERS

TOP OF SLAB

PREFINISHED DRIP EDGE

CEMENT BD SOFFIT

(2) LAYERS 3 4" PLYWDGLUE/SCREWSTAGGER SEAMS

TAPERED INSULSLOPE TO DRAIN

OPEN FACE D.S

DRIP EDGE

BUILDING SECTION @ MECH RM1/2" = 1'-0"

SECTION @ CANOPY1/2" = 1'-0"3

2" CONT VENT STRIP W/SCREENPREFINISHED MTL


8" BLACK CMUREINFORCED W/

#5 @ 48"O.C VERTGROUTED @ REINFORCED

CELLS





NOTE:

12

3

1

DETAIL @ WATER FOUNTAIN1 1/2" = 1'-0"4

2" STONE VENEER

2X P.T. BLOCKING @PERIMETER MATCHSTONE THICKNESS

METAL BACK PLATE

BOTTLE FILLER

WATER FOUNTAIN

CMU BLOCK

STAINLESS STEEL THRUWALL FLASHING BEHINDSTONE

2" STONE VENEER

BACKER ROD & CAULK

BACKER ROD & CAULK

A500

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BRASS

FLUSHOMETERTOUCHLESSK-10956

TOP OF FND WALL


24"x42"PLATEGLASS MIRRORIN S.S FRAME

℄

BRASS



CEMENT BD SOFFIT& FASCIA

GLULAM BEAM

ELEV.100'-0"


6" RIGID INSULVAPOR BARRIER

58" TYPE X GWB


MTL STRAP (TYP)


ELEV.100'-0"

4

TOP OF CMU

TOP OF LVL

TOP OF COPING

WDW HEAD


TOP OF SLAB

BUILT IN GUTTER

EXTEND RUBBER UP BEHINDFASCIA SET ON 1/4 FURRING



BUILT IN GUTTERPREFINISHED METALCOPING (PITCHED)

2 14" PREFINISHED METALDRIP EDGE

PAINTED 12" CMU P-336x96 ALUM FRAME

BLACK FRP DOOR

2x12 ROOF RAFTERS @ 24"O.C(2) 34 PLYWOOD GUSSET EACH SIDE OFRAFTER. ATTACH KICKER TO FACE OF

PLYWOOD

2x12 RAFTERS @ 24"O.C

2x8 CEILING JOISTS @ 24" O.C

6" RIGID INSULVAPOR BARRIER5

8" TYPE X GWB

GRAB BARSTYPICAL

HOSE BIBDRINKING FOUNTAIN

8" BLACK CMUREINFORCED W/

#5 @ 48"O.C VERTGROUTED @ REINFORCED

CELLS

BOND BEAMW/ (2) #5 BARS

LVL BEAM 2x12 ROOF RAFTERS @ 24"O.C

MTL CLIP (TYP)

2x12 ROOF RAFTERS @ 24"O.CSTRAPPED TO FRAMING ABOVE



HOSE BIB

RIPPED 2x SLEEPERS@ EACH RAFTER

PAINTED 12" CMU P-3

36x96 ALUM FRAMEBLACK FRP DOOR

BOND BEAM



HAND DRYER

2" STONE VENEER

2" STONE VENEER2" STONE VENEER

8" BLACK CMUREINFORCED W/#5 @ 48"O.C VERTGROUTED @ REINFORCEDCELLS

2x8 CEILING JOISTS @ 24" O.CCEMENT BD PANELDOW AIR/WATER BARRIER

TAPE SEAMS

DRIP EDGE



5" CONC SLABW/#4 BARS @12" O.CDOWELED IN TO WALLSBEYOND


10 WIRE MESHREINFORCEMENTVAPOR BARRIER

2" RIGID INSUL


10 WIRE MESHREINFORCEMENTVAPOR BARRIERCOMPACTED CLEAN

GRANULAR FILL

5" CONC SLABSLOPE AWAY TOP OF FND WALL

TOP OF CMU

TOP OF LVL

TOP OF COPING

WDW HEAD

TOP OF SLABTOP OF FND WALL

TOP OF FND WALL

BUILDING SECTION @ WOMENS1/2" = 1'-0"

3

WATER CLOSET SEAT TOBE 17"-19" FROM FINISHEDFLOOR TO TOP OF SEAT

(2) 2X12's

5" CONC SLABW/#4 BARS @12" O.C DOWELED IN

TO WALLS BEYOND

24"x42"PLATEGLASS MIRRORIN S.S FRAME

STAINLESS STEELGRAB BARS

10 B

.C

10 B

.C

BRASS


BRASS


BRASS


BRASS


BRASS


BRASS


BRASS


BRASS


BRASS


BRASS


A5004

BUILDING SECTION @ MENS1/2" = 1'-0"

STEEL COLUMN DTL @ EXT WALL1 1/2" = 1'-0"1

HSS 3x3x316" POST

PL38"x7"x9" BASE PLATE

W/ (2) SIMPSON TITEN HD3

4"x5" ANCHORS

3 12"x 11 7 8" LVL

TERMINATION BARCOUNTER FLASHING

2" STONE VENEER

PREFIN METAL COPING(PITCHED)

ICE/WATER SHIELDTREATED 2X BLOCKING

RIPPED 2X SETON RAFTERS

12" SEPARATION BD

34" T&G PLWD ROOF

SHEATHING

TREATED 2X BLOCKING

BOND BEAM TOP COURSEW/ (2) #5 BARS

COPING DETAIL @ STONE WALL1 1/2" = 1'-0"2A

CAP PL 12"x6" LONG & SIDE PLATES3

8"x6" TALL W/ (2) VERTICAL SLOTTEDHOLES FOR 3 4" DIA THRU BOLTS

1

STRIPPING PLIES FEATHEREDOVER THE EDGE METAL, EACHEXTENDING A MIN. OF 3"BEYOND THE METAL AND THEUNDERLYING PLY.

2 ROWS OF 8" O.C. HOT DIPPED GALVANIZEDROOFING NAILS, STAGGERED.1X NAILER

PRIMED LOW-RISE GRAVEL STOP OREDGE METAL SET OVER THE BASE /INTER-PLY IN A LAYER OF PLASTIC ROOFCEMENT.

BASE / INTER-PLY INSTALLED OVERTHE INSULATION / COVER BOARD ORROOF SUBSTRATE AND TURNED DOWNTHE EDGE 1/4" BEYOND THETHICKNESS OF THE NAILER.

NOTE:

INSTALL 4" LAYER OF PLASTIC CEMENT AT THE

OVERLAP. EMBED NEXT LOW-RISE GRAVEL STOP OF

EDGE METAL INTO PLASTIC CEMENT AND FASTEN.

CEMENT BD PANELDOW HOUSE WRAP(TAPE SEAMS)

12" SEPARATION BD

34" PLYWOOD SHEATHING

(2 LAYERS) 3 4" PLYWOOD SUB-FASCIA

TREATED 2x8 NAILER12" WIDE 20GA GALVANCHOR CLIPS

@ 48"O.C

#9x1 12" STAINLESS STEELFASTENERS

COPING DETAIL @ WING WALL3" = 1'-0"B

ROOF EDGE DETAIL3" = 1'-0"C

A501

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a501 - madison, wisconsin€¦ · 12" min embed (4) type 304 a193 bb ... 8" steel tube 1...

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