Loading...
HomeMy WebLinkAboutA101 - LEVEL ONE (Alternative Compliance for Entry Ramp)AD2014 AD201 3 100' - 0" UP LANDING STAFF ENTRY COUNTER CL EXISTING COLUMN A5013 1 2 A501 13 A1516 3 4 5 A501 8 A201 4 A2012 A201 1 A201 3 1 A301 2 A301 3 A301 4 A301 1 A251 1 A251 2 A251 2 A251 1 A252 1 A252 2 A252 2 A252 3 A252 3 A252 4 A252 4 A252 A3 M2STC + A3STC 50 A3STC 50 A3STC 50 A3 INFILL EXISTING CMU WALL (SEE STRUCTURAL) A151 1 DR101 DR107 DR109 DR102 DR103 OPEN TO ABOVE ENTRY LOUNGE 101 STAFF COUNTER 102 STORAGE 108 MODEL HUB 106 DR109 FAMILY RESTROOM 103 CURB TO CEILING RODS EIFS-02 THREE WALLS OF ALCOVE EIFS-01 EIFS-01 EIFS-01 EIFS-01 EIFS-01 EIFS-01EIFS-01 W2 W2 W3 W3 W1 1 1/2" X 3/4" GALV. STEEL BAR STOCK GUARDRAIL, 42" AFF 3/8" GALV. STEEL PLATE RETAINING WALL 1 1/4" X 1" HANDRAIL RAMP NEW COLUMN (PT-A) (SEE STRUCTURAL) HALL 114 DESIGN LAB 109 DIGITAL WORKSHOP 105 RESTROOM ENTRY 104 CL 110 LIFT 111 STAIR 112 RAIL-1 MTL-2A 1 1 2 2 A A B B C C 3 3 100' - 6" FE 3.1% SLOPING FLOOR 100' - 6" OP-01 PROJECTOR (SEE CEILING PLAN) OP-02 PROJECTOR SCREEN OP-04 NEW COLUMN (PT-A) (SEE STRUCTURAL) OP-06 (BELOW STAIR) OP-28 SERVER OP-09 (X4 PRINTERS) OP-23 OP-23 OP-23 OP-23 OP-23 MAIN AVI / HDMI CONNECTION DR104 A502 2 1 ELEC PANEL (SEE ELECTRICAL) UTILITY PANEL & METER (SEE ELECTRICAL) 10 A351 13 A351 11 A351 SIM 12 A351 12 A551 3 A551 10 A551 13 A551 5 A551 4 A551 14 A551 Q1STC +M2STC + A3STC 50 A551 1 17 A551 A3STC 50 A3STC 50 A801 1 A803 1 MW-01 MW-02 MW-03 MW-04 MW-05 8 A601 1 A601 A601 2 10 A601 A601 9 4 A601 11 A601 12 A601 3 A251 3 A251HSS OUTSIDE FACE9' - 10 1/4"7' - 3 1/4"8' - 7 1/2" TO FINISH FACE2.1 2.1 4' - 7" A502 3 LIFT-1 A502 5 A401 1 MW-08 A802 1 MW-09SAW CUT CORNER8' - 1" VIFSAW CUT CORNER20' - 7 1/2" VIF12' - 1" A L I G N SSF-3 EXISTING OPENING 14' - 0"3' - 8" 8 1/2" VIF 40' - 0" VIF 29' - 4 1/2" 1' - 10 1/2" 4' - 10"5 1/2"29' - 4"8 1/2"3"8 1/2"1' - 2 1/2"13' - 7"8 1/2" 40' - 0"29' - 4 1/2" 8 1/2"8 1/2"14' - 7"1' - 2 1/2"3' - 3"8' - 0"2' - 4"8 1/2"SAW CUT CORNER3' - 2"VIF 14' - 11 1/2"SAW CUT CORNER8' - 4 1/2"10' - 2 1/2"VERIFY EXISTING WALL TO EXISTING WALL 19' - 5 1/2" 2 1/2" 4" 6' - 11" VIF 39' - 4" VIF 28' - 8" CONC-2 CONC-2 MTL-1_ MTL-1_ MTL-1_ 1 1/2" X 3/4" GALV. STEEL BAR STOCK HANDRAIL, 36" AFF MTL-1_ EXISTING COLUMN A551 2010' - 11"1' - 0"7 1/2"4' - 8 1/2" 4' - 8 1/2" 2"2"1 1/2"3' - 8"2' - 8"99' - 0 3/4" VIF 99' - 11 3/4"2' - 0"5' - 0 1/2"5' - 4"5' - 0"4' - 3 1/2" 6" 4' - 0" FLARE EIFS4 1/2"2" 9' - 7" NEW WALLS AND PARTITIONS EXISTING WALLS AND PARTITIONS WALLS, PARTITIONS, DOORS, FRAMES AND EQUIPMENT TO BE REMOVED WALL AND PARTITION KEY FLOOR PLAN GENERAL NOTES 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT IMMEDIATELY IF A CONDITION EXISTS THAT WILL PREVENT THE WORK FROM BEING COMPLETED AS SHOWN. 2. SEE TYPES SHEET, MATERIAL ID LIST, AND SPECIFICATION FOR PRODUCT LISTINGS. REVIEW WITH ARCHITECT ANY ITEMS NOT NOTED. 3. CONTRACTOR TO UNDERSTAND SCOPE OF NEW WORK ACROSS ALL SHEET DISCIPLINES -NOTIFY ARCHITECT OF ANY INSTANCES WHERE DISCREPANCIES EXIST BETWEEN DISCIPLINES REGARDING THE SAME WORK 4. SEE LIFE SAFETY (CODE) PLANS FOR LOCATIONS AND RATINGS OF FIRE RATED WALL ASSEMBLIES. 5. PATCH/ REPAIR TO MATCH EXISTING ADJACENT FLOOR, WALL OR CEILING FINISHES THAT ARE DAMAGED DURING DEMOLITION. 6. PATCH/REPAIR FLOOR AT REMOVED WALLS AND REMOVED CASEWORK. PREPARE FLOOR AS REQUIRED FOR NEW FINISH .SEE FINISH PLANS AND SPECIFICATIONS. 7. PROVIDE FIRE PATCH/CAULKING AT ALL REMOVED PIPING, CONDUIT, AND EXISTING PENETRATIONS LOCATIONS AT FIRE-RATED WALLS/CEILINGS/FLOORS. SEE CODE PLAN FOR LOCATION OF FIRE-RATED WALLS. SEE SPECIFICATIONS FOR FIRE CAULKING/PATCHING. CONTRACTOR TO CONDUCT WALK-THROUGH OF EXISTING CONDITIONS PRIOR TO BIDDING. 8. ELECTRICAL FIXTURES, DEVICES, ETC. SHOWN ON ARCHITECTURAL PLANS ARE FOR REFERENCE ONLY. SEE ELECTRICAL FOR INFORMATION. 9. REVIEW WITH DEMOLITION PLANS FOR CHANGES TO EXISTING CONDITIONS THAT WILL AFFECT NEW CONSTRUCTION 10. ALL DIMENSIONS ARE FROM FINISHED FACE OF WALL UNLESS NOTED OTHERWISE. 11. SEE STRUCTURAL DRAWINGS FOR ANY STEEL ASSEMBLIES TO BE COORDINATED WITH WALL TYPES. 12. CONTRACTOR TO COORDINATE AND PROVIDE ANY REQUIRED IN-WALL BLOCKING -INCLUDING BUT NOT LIMITED TO MILLWORK, ADA REQUIRED GRAB BARS, FIXTURES, EQUIPMENT, A/V EQUIPMENT, WALL FINISH PANEL BACKING, ETC. SEE AV DRAWINGS FOR MONITOR BLOCKING IN ALL CONFERENCE ROOMS. 13. FOR ALL A/V EQUIPMENT, LOCATIONS, AND MOUNTING INFO, CONTACT OWNER'S A/V GROUP. 14. DIMENSIONS w/ +/-PREFIX INDICATE A DIMENSION FROM EXISTING SURFACE TO A NEW WALL WHICH MAY VARY SLIGHTLY FROM WHAT IS INDICATED. HOLD ANY ADJACENT DIMENSIONS w/o +/-PREFIX. 15. GLASS PARTITIONS HAVE GYP BOARD ABOVE -REFER TO INTERIOR ELEVATIONS 16. ALL NEW PARTITIONS ABUTTING EXISTING WALLS TO ALIGN U.N.O. 17. ALL INTERIOR PARTITIONS TO BE ACOUSTIC AND EXTEND TO DECK ABOVE U.N.O. (SEE WALL TYPES) 18. FURRED WALLS TO EXTEND TO DECK ABOVE U.N.O. 19. CONTROL JOINTS EVERY 30'-0" TYPICAL -REFER TO INTERIOR ELEVATION -IF NOT ON DRAWINGS, ALIGN WITH ADJACENT DOOR OR WINDOW JAMB CONDITION -REVIEW ALL CONDITIONS NOT SPECIFIED WITH ARCHITECT 20. ANY VOIDS ABOVE ACOUSTICALLY RATED WALLS TO BE FILLED WITH INSUL-02 21. LEVEL 5 GYP FINISH AT ALL WALLCOVERINGS AND FILM LOCATIONS; LEVEL 4 FINISH ACCEPTABLE IN CLOSETS, ENCLOSED STORAGE ROOMS, ABOVE FINISHED CEILINGS IN ENCLOSED ROOMS, OR WALLS TO RECEIVE FELT FINISHES. 22. TYPICAL AT ALL EXISTING COLUMN BASE; PROVIDE CUSTOM COLOR CEMENTITIOUS LEVELING COMPOUND TO UNEVEN EXISTING SLAB.COLOR TO MATCH EXISTING FLOOR 23. CONTRACTOR TO COORDINATE ALL NEW FIREPROOFING WORK WITH CODE PLANS. 24. THE GENERAL CONTRACTOR SHALL PROVIDE GROUND PENETRATING RADAR (GPR) SCANS AT ALL PENETRATIONS GREATER THAN 3”DIAMETER IN CONCRETE SLABS. 24. EXISTING HOLLOW METAL DOOR FRAMES WITHIN SCOPE OF WORK TO BE PAINTED. SEE DOOR SCHEDULE 25. ALL EXISTING WALLS TO BE PAINTED U.N.O. REVIEW WITH ARCHITECT ANY ITEMS NOT NOTED. 26. FOR ALL OP-XX DESIGNATIONS, SEE THE UNBOUND OWNER PROVIDED LIST FOR EQUIPMENT NOT IN CONTRACT. 27. USB / POWER RECEPTACLES IN ROOMS 101, 109, 201, 202, AND 205. SEE ELECTRICAL DRAWINGS 28. ALL WINDOW SILLS TO BE FINISHED WITH SSF-1 OR SSF-2 U.N.O. 29. SEE A-800 SHEETS FOR ADDITIONAL INFORMATION INCLUDED ON MILLWORK ELEVATIONS. 30. VERIFY ALL DIMENSIONS IN THE FIELD IN RELATION TO EXISTING WALLS.Drawing 2020 Copyright Meyer, Scherer & Rockcastle, Ltd. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Idaho. Architect Seal Signature Print Name Date License No Jack Poling 24102 ISSUE / REVISION DateMark Description 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors Structural and MEP Engineering10/13/2020 6:57:29 PMC:\Projects\2019024UNB_R20_Central_tom@msrdesign.com.rvtA101 PERMIT SET LEVEL ONE 02.24.2020 02.24.2020 PERMIT SET Project No: 2019024 UNBOUND : MERIDIAN LIBRARY DISTRICT 722 EAST 2ND STREET MERIDIAN, IDAHO 83642 1/4" = 1'-0"A101 1 LEVEL 1 - DIAGONAL SPLIT OPTION 1 Date 1 Revision 1