HomeMy WebLinkAboutA2.01 South and West Elevations1
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EXISTING STOREFRONT WINDOWS
TO REMAIN;
CONTRACTOR TO VERIFY WATER
TIGHTNESS AND RE -SEAL AS
REQUIRED
NEW OPEN -JOINT PRESSURE- EQUALIZED ALUMINUM COMPOSITE
METAL FACADE INSTALLED OVER EXISTING BRICK ON GIRDERS.
EDGES TO BE MITERED AND RETURNED TO GIRDER SYSTEM AS SHOWN
GIRDER SYSTEM AND FASTENER ATTACHMENT PER MANUFACTURER
EXISTING CAST STONE FEATURES o 0
TO BE MAINTAINED, COORDINATE Q Q
METAL PANEL GIRDER SYSTEM TO
AVOID.
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EXISTING MASONRY TO REMAIN AT FIRST FLOOR; METAL PANEL SYSTEM EXISTING WINDOWS TO REMAIN;
TO TERMINATE AT LOWER EDGE OF SOLDIER COURSE UNDER 2ND CONTRACTOR TO VERIFY WATER TIGHTNESS
FLOOR WINDOWS TYPICAL. AND RE -SEAL AS REQUIRED
CONTRACTOR TO VERIFY WATER TIGHTNESS AND RE -SEAL; TUCK POINT
AS REQUIRED FOR ALL EXISTING MASONRY
SOUTH ELEVATION
1 /8" = 1'-0"
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NEW OVER-F
BEYOND, WF
METAL PANE
REAR OF PA
EXISTING CAST STONE FEATURES
TO BE MAINTAINED, COORDINATE
METAL PANEL GIRDER SYSTEM TO
AVOID.
LINE OF MECHANICAL
SCREENING WALL BEYOND o
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NEW ELECTRICAL ' EXISTING STOREFRONT WINDOWS TO REMAIN;
ROUGH -IN FOR LINEAR CONTRACTOR TO VERIFY WATER TIGHTNESS
WALL SCONCES PER AND RE -SEAL AS REQUIRED
SPEC.
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FIELD VERIFY STRUCTURE AND
DEMO EXISTING PARAPET TO
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CONTRACTOR TO VERIFY WATER
TIGHTNESS AND RE -SEAL AS
REQUIRED
WEST ELEVATION
1/8" = 1'-0"
CONTRACTOR TO VERIFY WATER TIGHTNESS
AND RE -SEAL AS REQUIRED
FIELD VERIFY STRUCTURE AND
DEMO EXISTING PARAPET TO
ACCOMMODATE NEW OVERFRAMED
PARAPET
ALUMINUM COMPOSITE METAL
CORNICE WITH COPING CAP PER
MANUFACTURER- TYPICAL ON ALL
OVERCLAD PARAPETS
EXISTING STOREFRONT WINDOWS
TO REMAIN;
CONTRACTOR TO VERIFY WATER
TIGHTNESS AND RE -SEAL AS
REQUIRED
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NEW ELECTRICAL
ROUGH -IN FOR LINEAR
WALL SCONCES PER
SPEC.
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EXISTING WINDOWS TO REMAIN;
CONTRACTOR TO VERIFY WATER
TIGHTNESS AND RE -SEAL AS REQUIRED
FIELD VERIFY STRUCTURE AND
DEMO EXISTING PARAPET TO
F ACCOMMODATE NEW OVERFRAMED
PARAPET
-FRAMED PARAPET
✓RAP ALL EXTERIOR
JEL AROUND SIDES AND
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NEW OPEN -JOINT PRESSURE- EQUALIZED ALUMINUM COMPOSITE METAL
FACADE INSTALLED OVER EXISTING BRICK ON GIRDERS.
EDGES TO BE MITERED AND RETURNED TO GIRDER SYSTEM AS SHOWN
GIRDER SYSTEM AND FASTENER ATTACHMENT PER MANUFACTURER
EXISTING MASONRY TO REMAIN AT FIRST FLOOR; METAL PANEL SYSTEM
TO TERMINATE AT LOWER EDGE OF SOLDIER COURSE UNDER 2ND
FLOOR WINDOWS TYPICAL.
CONTRACTOR TO VERIFY WATER TIGHTNESS AND RE -SEAL; TUCK POINT
AS REQUIRED FOR ALL EXISTING MASONRY
CONTRACTOR TO VERIFY WATER TIGHTNESS
AND RE -SEAL AS REQUIRED
NEW OPEN -JOINT PRESSURE- EQUALIZED ALUMINUM COMPOSITE
METAL FACADE INSTALLED OVER EXISTING BRICK ON GIRDERS.
EDGES TO BE MITERED AND RETURNED TO GIRDER SYSTEM AS SHOWN
GIRDER SYSTEM AND FASTENER ATTACHMENT PER MANUFACTURER
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EXISTING STOREFRONT
WINDOWS TO REMAIN;
CONTRACTOR TO VERIFY
WATER TIGHTNESS AND
RE -SEAL AS REQUIRED
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ARCHITECTS
ARCHITECTURE
L A N D S C A P E
ARCHITECTURE
P.913.831.1415
NSPJARCH.COM
9415 NALL AVE., #300
PRAIRIE VILLAGE,
KANSAS,66207
2024'
NOT FOR
CONSTRUCTION =
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EXISTING MASONRY TO REMAIN AT FIRST FLOOR; METAL PANEL SYSTEM
TO TERMINATE AT LOWER EDGE OF SOLDIER COURSE UNDER 2ND m
FLOOR WINDOWS TYPICAL.
CONTRACTOR TO VERIFY WATER TIGHTNESS AND RE -SEAL; TUCK POINT L1J W
AS REQUIRED FOR ALL EXISTING MASONRY i
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DRAWING RELEASE LOG
• 07.12.24 SCHEMATIC ELEVATIONS
OREVISIONS
JOB NO. DATE
745523 08.28.24
DRAWN BY
CAB /CEE
SHEET NAME
BUILDING
ELEVATIONS
SHEET NO.
PROGRESS SET A2.01