A-501.pdf

FROM BUILDING, MIN. 1:12

GRADE SURFACE, SLOPED AWAY

1'-6 5/8 "

M

IN

M A

X

8" 7/8 "

2"

7 5/8 "

3" 8"

7 5/8 "

2"

DAMPROOFING

CONT. APPLICATION OF

CLOSED CELL SPF

WALL PANELS AT FLR W/ CONT

SEAL BOTTOM OF INSUL METAL

EXT & TO BE APPROVED BY COR

ARCHITECTURAL FINISH ON

CAST-IN-PLACE CONCRETE W/

GIRT, SEE STRUCT DWG

CLOSED CELL SPF

@ TOP OF KNEE WALL W/ CONT

SEAL INSUL METAL WALL PANELS

CONT. BUTYL SEALANT, TYP.

BASE FLASHING

CONT. BUTYL SEALANT BELOW

BASE FLASHING

FACE

BASE TRIM FASTENED TO PANEL

BEAD TO VERT PANEL JOINT

CONT. BUTYL SEALANT MARRIAGE

SET IN BUTYL SEALANT

ST STL HIDDEN FASTENER CLIP

OF CMU

INT LINE OF GIRT = EXT FACE

3" 8"

7 5/8 "

OF CMU

INT LINE OF GIRT = EXT FACE

EDGE POUR STOP / KICK PLATE

CONT GALV STL PLATE SLAB

HORIZ JOINT REINF

ALIGN

FROM BUILDING, MIN. 1:12

GRADE SURFACE, SLOPED AWAY

1'-6 5/8 "

M

IN

M A

X

8" 7/8 "

2"

7 5/8 "

3" 8"

7 5/8 "

2"

DAMPROOFING

CONT. APPLICATION OF

CLOSED CELL SPF

WALL PANELS AT FLR W/ CONT

SEAL BOTTOM OF INSUL METAL

EXT & TO BE APPROVED BY COR

ARCHITECTURAL FINISH ON

CAST-IN-PLACE CONCRETE W/

GIRT, SEE STRUCT DWG

CLOSED CELL SPF

@ TOP OF KNEE WALL W/ CONT

SEAL INSUL METAL WALL PANELS

CONT. BUTYL SEALANT, TYP.

BASE FLASHING

CONT. BUTYL SEALANT BELOW

BASE FLASHING

FACE

BASE TRIM FASTENED TO PANEL

BEAD TO VERT PANEL JOINT

CONT. BUTYL SEALANT MARRIAGE

SET IN BUTYL SEALANT

ST STL HIDDEN FASTENER CLIP

OF CMU

INT LINE OF GIRT = EXT FACE

HORIZ JOINT REINF

GIRT, SEE STRUCT DWG

WHERE OCCURS

STORAGE RACK SHELVING, NIC &

FROM BUILDING, MIN. 1:12

GRADE SURFACE, SLOPED AWAY

10 7/8 "

M

IN

M A

X

DAMPROOFING

CONT. APPLICATION OF

CLOSED CELL SPF

WALL PANELS AT FLR W/ CONT

SEAL BOTTOM OF INSUL METAL

EXT & TO BE APPROVED BY COR

ARCHITECTURAL FINISH ON

CAST-IN-PLACE CONCRETE W/

GIRT, SEE STRUCT DWG

CLOSED CELL SPF

@ TOP OF KNEE WALL W/ CONT

SEAL INSUL METAL WALL PANELS

CONT. BUTYL SEALANT, TYP.

BASE FLASHING

CONT. BUTYL SEALANT BELOW

BASE FLASHING

FACE

BASE TRIM FASTENED TO PANEL

BEAD TO VERT PANEL JOINT

CONT. BUTYL SEALANT MARRIAGE

SET IN BUTYL SEALANT

ST STL HIDDEN FASTENER CLIP

OF CMU

INT LINE OF GIRT = EXT FACE

8" 7/8 "

2"

3" 8"

WHERE OCCURS

STORAGE RACK SHELVING, NIC &

FURRING @ 4'-0" OC

VERT GALV. STL HAT CHANNEL

FURRING @ 4'-0" OC

VERT GALV. STL HAT CHANNEL

FURRING @ 4'-0" OC

VERT GALV. STL HAT CHANNEL

GROUTED & REINF, SEE STRUCT DWG

CMU WALL CONSTRUCTION, FULLY

HORIZ JOINT REINF

CONSTRUCTION, FULLY GROUTED

LOAD BEARING CMU WALL

SLAB @ TOP

WALL TO FLR SLAB & PLATFORM

VERT CONC REINF TYING CMU

GIRT, SEE STRUCT DWG

SET IN BUTYL SEALANT

ST STL HIDDEN FASTENER CLIP

STRUCT DWG

PLATFORM FLOOR SLAB, SEE

REINF CONC & METAL DECKING

LEVEL GUARDRAIL (NOT SHOWN)

SEE DET 8 OF A-502 FOR PLATFORM

(MIN R-VALUE = 23.25)

WATER TIGHT INSTALLATION

APPLICATION W/ AIR / VAPOR /

FASTENED TO GIRTS. EXT

VERT INSUL METAL PANEL,

(MIN R-VALUE = 23.25)

WATER TIGHT INSTALLATION

APPLICATION W/ AIR / VAPOR /

FASTENED TO GIRTS. EXT

VERT INSUL METAL PANEL,

(MIN R-VALUE = 15.5)

WATER TIGHT INSTALLATION

TO FURRING. W/ AIR / VAPOR /

GRADE / APPLICATION, FASTENED

HORIZ INSUL METAL PANEL, INT

(MIN R-VALUE = 10.0)

CONT. XPS INSULATION

(MIN R-VALUE = 10.0)

CONT. XPS INSULATION

(MIN R-VALUE = 10.0)

CONT. XPS INSULATION

(MIN R-VALUE = 15.5)

WATER TIGHT INSTALLATION

TO FURRING. W/ AIR / VAPOR /

GRADE / APPLICATION, FASTENED

HORIZ INSUL METAL PANEL, INT

(MIN R-VALUE = 15.5)

WATER TIGHT INSTALLATION

TO FURRING. W/ AIR / VAPOR /

GRADE / APPLICATION, FASTENED

HORIZ INSUL METAL PANEL, INT

(MIN R-VALUE = 23.25)

WATER TIGHT INSTALLATION

APPLICATION W/ AIR / VAPOR /

FASTENED TO GIRTS. EXT

VERT INSUL METAL PANEL,

(MIN R-VALUE = 23.25)

WATER TIGHT INSTALLATION

APPLICATION W/ AIR / VAPOR /

FASTENED TO GIRTS. EXT

VERT INSUL METAL PANEL,

SLAB @ TOP, SEE STRUCT DWG

WALL TO FLR SLAB & PLATFORM

VERT CONC REINF TYING CMU

VERT CONC REINF, SEE STRUCT DWG

STRUCT DWG.

TO FOUNDATION BELOW, SEE

CONC. REINF. TYING KNEE WALL

STRUCT DWG.

TO FOUNDATION BELOW, SEE

CONC. REINF. TYING KNEE WALL

STRUCT DWG.

TO FOUNDATION BELOW, SEE

CONC. REINF. TYING KNEE WALL

(MIN STC = 55)

& REINF, SEE STRUCT DWG.

CONSTRUCTION, FULLY GROUTED

LOAD BEARING CMU WALL

KNEE WALL BELOW

LINE OF INT SIDE OF CAST-IN-PLACE CONCRETE

LINE OF INT SIDE OF INSUL METAL PANEL BELOW

/8

7 5/8 "8"3"

VERT CONC REINF, SEE STRUCT DWG

JOINT W/ CONT CLOSED CELL SPF

SEAL INSUL METAL WALL PANELS @ CORNER

JOINT W/ CONT CLOSED CELL SPF

SEAL INSUL METAL WALL PANELS @ CORNER

FACES, TYP

INSIDE CORNER TRIM FASTENED TO PANEL

CONT. BUTYL SEALANT, TYP.

GROUTED & REINF, SEE STRUCT DWG. (MIN STC = 55)

LOAD BEARING CMU WALL CONSTRUCTION, FULLY

INT LINE OF GIRT = EXT FACE OF CMU

INSTALLATION, TYP(MIN R-VALUE = 23.25)

APPLICATION W/ AIR / VAPOR / WATER TIGHT

VERT INSUL METAL PANEL, FASTENED TO GIRTS. EXT

OUTSIDE CORNER TRIM FASTENED TO PANEL FACE

BONDED WASHER, AS REQUIRED, TYP

LOW PROFILE THRU PANEL FASTENER W/

LINE OF INT SIDE OF CAST-IN-PLACE CONCRETE KNEE WALL BELOW

LINE OF INT SIDE OF INSUL METAL PANEL BELOW

R-VALUE = 10.0)

BARRIER, NOT SHOWN. (MIN

UNDER & ON INT SIDE OF VAPOR

CONT XPS INSULATION DIRECTLY

SLAB HAUNCH, NOT SHOWN

UNDER SLAB & ON INT SIDE OF

CONT VAPOR BARRIER DIRECTLY

HAUNCH, SEE STRUCT DWG.

CONC. FOUNDATION, SLAB AND

R-VALUE = 10.0)

BARRIER, NOT SHOWN. (MIN

UNDER & ON INT SIDE OF VAPOR

CONT XPS INSULATION DIRECTLY

SLAB HAUNCH, NOT SHOWN

UNDER SLAB & ON INT SIDE OF

CONT VAPOR BARRIER DIRECTLY

HAUNCH, SEE STRUCT DWG.

CONC. FOUNDATION, SLAB AND

SLAB HAUNCH, NOT SHOWN

UNDER SLAB & ON INT SIDE OF

CONT VAPOR BARRIER DIRECTLY

R-VALUE = 10.0)

BARRIER, NOT SHOWN. (MIN

UNDER & ON INT SIDE OF VAPOR

CONT XPS INSULATION DIRECTLY

2"

STL BOLTS @ 6'-0" OC

OF KNEE WALL W/ 3/8" DIA GALV.

3" VERT LEG ANCHORED TO TOP

CONT. GALV STL ANGLE W/ MIN

STL BOLTS @ 6'-0" OC

OF KNEE WALL W/ 3/8" DIA GALV.

3" VERT LEG ANCHORED TO TOP

CONT. GALV STL ANGLE W/ MIN

STL BOLTS @ 6'-0" OC

OF KNEE WALL W/ 3/8" DIA GALV.

3" VERT LEG ANCHORED TO TOP

CONT. GALV STL ANGLE W/ MIN

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RTA

EL = 0' 0"

T.O. FLOOR SLAB

EL = 10' 8"

T.O. PLATFORM

EL = 10' 8"

T.O. PLATFORM

SIGNAGE SPECIFIC INFORMATION.

ON DRAWING SHEET A-503 FOR

SEE SIGNAGE SPECIFIC DETAILS3.

WALL CONSTRUCTION.

DRAWING SHEET A-503 FOR CMU

SEE CMU SPECIFIC DETAILS ON2.

ROOF PANEL.

OF INTERIOR COLOR OF WALL OR

FINISH COLOR TO MATCH COLOR

FROM SAME MANUFACTURER W/

INTUMESCENT THERMAL BARRIER

TO HAVE CODE / AHJ APPROVED

ALL EXPOSED CLOSED CELL SPF1.

SHEET NOTES

ARCHITECTURAL

DS: S:\Projects\TS_WORKSPACES\AEC_WS_001\Workspace\Extensions\LocalExtension\pltcfg\AEC_Screen.dscript.dscript 7:39:29 PM 7/25/2018

S:\Projects\Watervilet_Arsenal\New_Warehouse\Drawings\ProjectData\CAD_BIM\_Sheets\75906_WVA_Warehs_A-501.dgn

A-501

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SCALE: 1' 2'0 6"

SCALE:

1' 2'0 6"

1' 2'0 6"SCALE:

BASE OF (KNEE) WALL SECTION DETAIL

WALL SECTION DETAIL @ PLATFORM SLAB

@ SIDE WALL & (GABLE) END WALL W/ PLATFORM ABOVEBASE OF (KNEE) WALL SECTION DETAIL @ SIDE WALL

1 4

SCALE:

TYP WALL PLAN DETAIL @OUTSIDE CORNER

1' 2'0 6"

1' 2'0 6"

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