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1." SIP DEFLECTION - <br />TYP AT NORTH <br />CLERESTORIES <br />3.5"X14" PSL <br />HORIZ TYP AT <br />NORTH <br />CLERESTORIES <br />2X8 LVL VERT <br />TYP AT NORTH <br />CLERESTORIES <br />17) <br />10% PERFORATED <br />WEATHERING STEEL <br />SCREEN WALL TYP. OF 3 <br />ORTH ELEVATION <br />8/6/2012 9:26:51 AM <br />EAST ELEVATION <br />1/16" = 1'-0" <br />14 <br />WEATHERING STEEL <br />CLAD WINDOW <br />SHROUDS <br />1MT3 1 1 MI'I <br />CAST IN PLACE <br />INSULATED <br />ARCHITECTURAL <br />CONCRETE WALL <br />WOOD WINDOWS - TYP <br />WEATHERING <br />STEEL METAL <br />WALL CLADDING <br />EXPOSED FINISHED <br />STEEL <br />CEDAR T&G <br />SIDING <br />CAST IN PLACE <br />INSULATED <br />ARCHITECTURAL <br />CONCRETE WALL <br />10% PERFORATED <br />WEATHERING STEEL <br />SCREEN WALL <br />BEYOND AT RTU <br />WEATHERINU STEEL CLAD <br />WINDOW SHROUD <br />c2 <br />N <br />N <br />N <br />4 <br />WOOD WINDOWS - <br />TYP <br />t <br />WEATHERING STEEL <br />METAL CLAD LIGHT <br />MONITOR SURROUND <br />WEATHERING STEEL <br />METAL CLAD WINDOW <br />SURROUND <br />WOOD WINDOWS <br />WEATHERING STEEL METAL <br />WALL CLADDING TYP. <br />2" STEEL DEFLECTION <br />3/4" STEEL DEFLECTION <br />AT GRID 10 <br />3/8" STEEL DEFLECTION <br />ALUMINUM CLAD <br />WINDOW SYSTEM TYP, <br />CONCRETE COLUMN BASE <br />LVL VERT -TYP SEE <br />STRUCTURAL <br />• 2X10 LVL,, 2X8 LVL •./ <br />CAST IN PLACE <br />INSULATED <br />ARCHITECTURAL <br />CONCRETE WALL <br />2X8 LVL VER <br />SEE STRUCT <br />-TYP <br />2X8 LVL VERT <br />SEE STRUCT <br />WEATHERING STEEL METAL ACCESS <br />CLAD ACCESS DOOR DOOR <br />SECTIONAL <br />OVERHEAD DOOR <br />MOCK UP <br />AREA <br />OPERABLE WINDOW <br />UNITS AS INDICATED <br />1/4" STEEL DEFLECTION, <br />2X8 LVL VERT -TYP SEE <br />STRUCTURAL <br />WOOD WINDOW -TYP <br />OPERABLE WINDOW <br />UNITS AS INDICATED <br />GENERAL NOTES: <br />CAST IN PLACE <br />INSULATED <br />ARCHITECTURAL <br />CONCRETE WALL <br />LEVEL 2 <br />115'-0" <br />MID LEVEL AL <br />103' - 0" <br />L- <br />1 AC <br />100'-0" <br />LEVEL 2 <br />115-0" <br />MID LEVEL <br />103'-0" <br />ELECTRICAL ROOM ACCESS DOORS <br />1, STRUCTURAL COMPOSITE LUMBER NOTED <br />WHERE REQUIRED FOR ADDITIONAL WINDOW <br />SUPPORT. SEE STRUCTURAL FOR <br />ADDITIONAL REQUIREMENTS. <br />2. DEFLECTION DIMENSIONS NOTED FOR <br />REFERENCE IN SIP AND WINDOW DETAILING <br />AT BUILDING PERIMETER, SEE STRUCTURAL <br />FOR ADDITIONAL CRITERIA, <br />L0L1\ <br />100'-0" <br />0' 4' 8' 16' <br />32' <br />Buro Hap o d <br />Buro Happold Consulting Engineers, Inc <br />9601 Jefferson Blvd - Suite B <br />Culver City <br />CA 90232 <br />Consultants <br />ARCHITECT: <br />ZGF ARCHITECTS LLP <br />1223 SW WASHINGTON ST, <br />SUITE 200 <br />T 503-224-3860 <br />ARCHITECT: <br />ARCH 11 <br />3100 CARBON PLACE #100 <br />BOULDER, CO 80301 <br />T 303-546-6868 <br />‘PPEARL ,( <br />SHIMANO/ PEARL <br />IZUMI COLORADO <br />HEADQUARTERS <br />Drawing Title <br />PLAN, SITE <br />Date: 9 August 2012 <br />Job No: Project Number <br />Drawn By: Author <br />Checked By: Checker <br />Drawing No, <br />PUD 3 <br />FINAL PUD <br />DEVELOPMENT PLAN <br />4559 Et3BINDN IEIYd AS 8308038 <br />REORDER BY PART NUMBER 6552 <br />a <br />v <br />0 <br />8 <br />V1LOS3NNIV '3d0H M3N • <br />a3swfN JNIMVdO <br />O CO <br />� N <br />CO cD <br />O <br />() <br />crt <br />o v' CD <br />w <br />y � , <br />