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A3.01+EXTERIOR+ELEVATIONS
Sheet No. Project No. Client Approval: Design Phase: Document Phase: Architect Stamp Issue Date: Drawn By: Checked By: Remarks Revision Date CONSULTANT CS C. Slichter EXTERIOR ELEVATIONS A3.01 COPYRIGHT © 2016 SLICHTER/UGRIN ARCHITECTURE CONSTRUCTION DOCUMENT 07.18.17 16023 1108 NE 2 AND A HALF STREET, MERIDIAN, IDAHO 83642 Team Building Cole Valley High School THIS DRAWING DEPICTS IDEAS, DESIGNS, PLANS, AND DET AILS WHICH ARE PROPRIETARY TO SLICHTER/UGRIN ARCHITECTUR E. THEY WERE CREATED, DESIGNED, AND DEVELOPED FOR USE SOLE LY IN CONNECTION WITH THE PROJECT SHOWN ON THIS DRAWING A ND MAY BE USED ONLY WITH THE PERMISSION OF SLICHTER/UG RIN ARCHITECTURE. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR GRANTED BY DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF SLICHTER/UGRIN ARCHITECTURE. THIS DR AWING IS NOT TO BE DISCLOSED IN ANY WAY FOR PROJECTS OTHER T HAN THE SPECIFIED PROJECT. -5'-7 1/2" BASEMENT ±0" GRADE +2'-4 1/4" MAIN FLOOR +10'-1 1/4" T/O TOP PLATE -5'-7 1/2" BASEMENT ±0" GRADE +2'-4 1/4" MAIN FLOOR +10'-1 1/4" T/O TOP PLATE -5'-7 1/2" BASEMENT ±0" GRADE +2'-4 1/4" MAIN FLOOR +10'-1 1/4" T/O TOP PLATE KEYED/REFERENCE NOTES: KEYED NOTES: 3.01 NEW CONCRETE STAIRS 6.02 SAND AND PREPARE EXISTING SIDING TO RECEIVE NEW PAINT. 6.03 SAND AND PREPARE EXISTING WOODWORK AND TRIM TO RECEIVE NEW PAINT 6.04 NEW WOOD STAIR AND RAILING. 6.05 NEW WOOD RAMP AND RAILING 6.06 NEW WOOD DECK AND RAILING REFERENCE NOTES: 03 CONCRETE: 033000.A CAST-IN-PLACE CONCRETE 06 WOODS, PLASTICS & COMP.: 061600.C ROOF SHEATHING 061600.E UNDERLAYMENT 064300.A WOOD STAIRS AND RAILINGS 07 THERMAL & MOISTURE PROTECTION: 073113.A ASPHALT SHINGLES 074600.A COMPOSITE SIDING 077100.B FABRICATED METAL GUTTER 08 OPENINGS: 081113.A HOLLOW METAL DOOR 081113.B INSULATED METAL DOOR 085113.A ALUMINUM WINDOWS SCALE: 1/4" = 1'-0" 1 SOUTH ELEVATIONSCALE: 1/4" = 1'-0" 4 WEST ELEVATION SCALE: 1/4" = 1'-0" 2 NORTH ELEVATION SC A L E : 1 / 4 " = 1 ' - 0 " 3 EA S T E L E V A T I O N 06 1 6 0 0 . C 06 1 6 0 0 . E 07 3 1 1 3 . A 6. 0 2 6. 0 2 6. 0 2 6. 0 2 6. 0 2 6. 0 2 6. 0 2 6. 0 2 06 1 6 0 0 . C 06 1 6 0 0 . E 07 3 1 1 3 . A 06 1 6 0 0 . C 06 1 6 0 0 . E 07 3 1 1 3 . A 06 1 6 0 0 . C 06 1 6 0 0 . E 07 3 1 1 3 . A 061600.C 061600.E 073113.A 08 1 1 1 3 . B 08 1 1 1 3 . B 08 1 1 1 3 . B 07 7 1 0 0 . B 07 7 1 0 0 . B 08 5 1 1 3 . A 08 5 1 1 3 . A 08 1 1 1 3 . B 6. 0 3 6. 0 3 6. 0 2 6. 0 3 6. 0 3 08 5 1 1 3 . A 08 5 1 1 3 . A 08 1 1 1 3 . A 07 7 1 0 0 . B 07 7 1 0 0 . B 07 7 1 0 0 . B 07 7 1 0 0 . B 07 7 1 0 0 . B 08 5 1 1 3 . A 08 5 1 1 3 . A 06 4 3 0 0 . A 06 4 3 0 0 . A 06 4 3 0 0 . A 06 4 3 0 0 . A 6. 0 4 6. 0 5 6. 0 6 06 4 3 0 0 . A 6. 0 4 06 4 3 0 0 . A 6. 0 4 06 4 3 0 0 . A 6. 0 6 06 4 3 0 0 . A 6. 0 4 07 4 6 0 0 . A 07 4 6 0 0 . A 074600.A 064300.A 6.04 6.06 03 3 0 0 0 . A 3. 0 1 6. 0 5 06 4 3 0 0 . A 6. 0 3 6. 0 3 03 3 0 0 0 . A 3. 0 1 3.01 033000.A 6.03 6. 0 3 07 7 1 0 0 . B 077100.B 077100.B 08 5 1 1 3 . A 07 7 1 0 0 . B 08 5 1 1 3 . A 08 5 1 1 3 . A 08 5 1 1 3 . A 6. 0 3 081113.B