Demolition Legend

DEMOLITION LEGEND

EXISTING TO BE TO BE REMOVED

EXISTING TO REMAIN Lincoln Vermillion Lincoln NE 68508 GENERAL DEMOLITION NOTES Fax 402-476-9722 Vermillion SD 57069 Phone 605-624-1081 Phone 402-476-9700

1. ALL CONTRACTORS SHALL COORDINATE DEMOLITION WORK WITH ALL PHASING AND ALTERNATE REQUIREMENTS 15 East Main, Suite 201 OF THE CONTRACT. THE GENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION ACTIVITIES. 1221 N Street, Suite 600 2. PROVIDE DEMOLITION WORK AS REQUIRED BY THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. LIMIT REMOVAL AND DEMOLITION WORK TO THAT SPECIFICALLY CALLED FOR IN THE CONSTRUCTION DOCUMENTS OR AS REQUIRED FOR THE INSTALLATION OF NEW WORK. 3. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE DURING THE COURSE OF THE CONTRACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT EXISTING DAMAGE TO ALL ITEMS TO REMAIN AT THE TIME THAT THE AREA IS HANDED OVER TO THE CONTRACTOR. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE NOT DOCUMENTED AND TURNED OVER TO THE OWNER PRIOR TO DEMOLITION COMMENCEMENT. 4. PRIOR TO THE COMMENCEMENT OF WORK OF SUBCONTRACTORS AND THROUGHOUT THE COURSE OF THE WORK, THE GENERAL CONTRACTOR SHALL INSPECT AND VERIFY THE LOCATION AND CONDITION OF ALL ITEMS AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO THE ARCHITECT BEFORE DOING WORK RELATED TO THAT BEING INSPECTED. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, VERIFYING DIMENSIONS. 5. BEFORE BEGINNING WORK AT THE SITE, INSPECT ALL AREAS WHERE WORK IS TO BE PERFORMED. SURVEY THE EXISTING CONDITIONS NOTING EXISTING CASEWORK, FINISHES, EQUIPMENT, SPECIALTIES AND OTHER MISC. ITEMS NOT LISTED IN NOTE 9 AND NOT SHOWN IN THE CONTRACT DOCUMENTS TO BE DEMOLISHED, BUT WILL REQUIRE REMOVAL IN ORDER TO PERFORM THE WORK REQUIRED, AND BY COORDINATING WITH THE OWNER AND ARCHITECT/ENGINEER, DETERMINE TO DO ONE OF THE FOLLOWING WITH THOSE ITEMS: A. REMOVE AND REINSTALL. B. REMOVE AND SALVAGE. C. REMOVE (AS WASTE AND LEGALLY DISPOSE). 6. THE OWNER HAS THE FIRST RIGHT OF REFUSAL ON ALL REMOVED ITEMS. OWNER WILL MEET WITH CONTRACTOR PRIOR TO COMMENCEMENT OF WORK AND PROVIDE A WRITTEN OR VERBAL LIST OF ITEMS THEY WANT TO BE SALVAGED AND RETURNED TO THEM. 7. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS, UNLESS SPECIFICALLY INDICATED. 8. ITEMS SHOWN HALF-TONED (OR WITH GRAY LINES) ARE EXISTING ITEMS TO REMAIN. ITEMS SHOWN IN BLACK AND DASHED ARE EXISTING ITEMS TO BE REMOVED. SEE OTHER GENERAL NOTES, REFERENCED NOTES AND DEMOLITION PLANS TO DETERMINE WHAT IS TO BE DONE WITH THOSE ITEMS REMOVED. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY STRUCTURAL WALL OR FLOOR PENETRATION LARGER THAN 8" BY 8". THE GENERAL CONTRACTOR WILL COORDINATE WITH THE APPROPRIATE SUBCONTRACTOR TO SEAL THE PENETRATION AS REQUIRED BY THE DOCUMENTS OR BUILDING CODES. CORE DRILLING OR HOLES SMALLER THAN 8" X 8" WILL BE THE RESPONSIBILITY OF THE TRADES REQUIRING THE PENETRATIONS. THE SAME TRADES WILL BE RESPONSIBLE FOR SEALING THE PENETRATIONS OR COORDINATING THE SEALING WITH THE 26 GENERAL CONTRACTOR AND OTHER APPROPRIATE SUBCONTRACTORS. ALL PENETRATIONS IN STRUCTURAL WALLS OR FLOORS SHALL BE SEALED. 10. WALL PENETRATIONS SHALL BE COORDINATED BY THE GENERAL CONTRACTOR / APPROPRIATE SUBCONTRACTOR AND SHALL BE SEALED AS REQUIRED BY THE CONTRACT DOCUMENTS OR BUILDING CODES. 11. OPENINGS CREATED IN, OR CUTTING OF, ANY EXISTING SURFACES DURING CONSTRUCTION OR DAMAGED DURING CONSTRUCTION SHALL BE PATCHED SUCH THAT THE MATERIAL DOES NOT APPEAR TO HAVE BEEN DAMAGED, OR THE MATERIAL SHALL BE REPLACED . IN THE CASE OF GWB, THE PATCHED OR REPLACED AREA AND THE SURROUNDING WALL SURFACE IN THE SAME PLANE SHALL RECEIVE A SKIM COAT OF JOINT COMPOUND WITH A LEVEL FIVE (5) FINISH AT AREAS TO RECEIVE A PAINT FINISH AND A LEVEL FOUR (4) FINISH AT AREAS TO RECEIVE WALLCOVERING. 13. WHERE PERMANENT REMOVAL OF EXISTING MILLWORK, CASEWORK CABINETWORK, ACCESSORIES, EQUIPMENT, OR FURNISHINGS IS REQUIRED, AND PREVIOUSLY CONCEALED SURFACES ARE TO REMAIN EXPOSED, PATCH PREVIOUSLY CONCEALED SURFACES TO MATCH ADJACENT EXPOSED SURFACES AND PROVIDE A SMOOTH TRANSITION BETWEEN THE EXISTING AND PATCHED AREAS. 14. WHERE NEW FINISHES ARE SHOWN TO BE A PART OF THE WORK, EXISTING FINISHES SHALL BE REMOVED IN ITS ENTIRETY AS REQUIRED TO INSTALL THE NEW FINISH. 15. WALLS WITH EXISTING FINISHES SHALL BE PREPARED TO RECEIVE NEW WALL FINISHES. THIS MAY INCLUDE, BUT NOT LIMITED TO, REMOVAL OF GROUT AND MORTAR OR ADHESIVE FOR VINYL WALLCOVERING. 16. FLOOR AREAS THAT HAVE HAD THE EXISTING FLOOR FINISH REMOVED SHALL BE PREPARED TO RECEIVE THE A NEW FLOOR FINISH. THIS MAY INCLUDE, BUT NOT LIMITED TO, REMOVAL OF FLOOR STONING, GROUT AND MORTAR, AND ADHESIVE. 17. ALL EXISTING PAPER TOWEL, SOAP, OR LOTION DISPENSERS, CLOCKS, TACKBOARDS AND OTHER WALL BRACKETS, Men SUPPORTS OR ACCESSORIES REQUIRING REMOVAL TO PERFORM THE WORK ARE TO BE REMOVED BEFORE OTHER 110 DEMOLITION WORK BEGINS. COORDINATE WITH THE OWNER AS TO WHETHER THESE ITEMS ARE DESIGNATED AS REFUSE, SALVAGE OR REINSTALLED. ALL SIMILAR ITEMS THAT WILL REMAIN IN PLACE ARE TO BE PROTECTED THROUGHOUT CONSTRUCTION AND CLEANED OF CONSTRUCTION MATERIAL AND DUST BEFORE SUBSTANTIAL COMPLETION. 18. REMOVE SIGNAGE FROM EXISTING WALLS THAT ARE TO BE DEMOLISHED OR REQUIRE NEW FINISHES. PATCH ANY HOLES IN WALL. VERIFY WITH OWNER WHICH, IF ANY, SIGNAGE IS TO BE RELOCATED OR REINSTALLED. 19. MECHANICAL AND ELECTRICAL ITEMS TO BE REMOVED ARE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL AND ELECTRICAL SHEETS FOR EXTENT OF DEMOLITION WORK ASSOCIATED WITH THOSE TRADES. 20. CONTRACTOR RESPONSIBLE FOR SUPPLYING A PORTABLE RESTROOM FOR THEIR STAFF. Women 109 REFERENCED DEMO NOTES 18 19

1 REMOVE EXISTING PARTITION TO EXTENT SHOWN OR AS NECESSARY.

2 REMOVE EXISTING STUD AND GWB FURRING.

AS REQUIRED FOR LANDING RUN OF 5'-0" AND A RAMP SLOPE OF 1:12 3 REMOVE EXISTING DOOR, DOOR FRAME AND DOOR HARDWARE. 23 Office 108 This document was originally 4 REMOVE AND SALVAGE EXISTING DOOR AND DOOR HARDWARE. REMOVE EXISTING DOOR FRAME. signed and sealed by: " 4 3 REMOVE PORTION OF

5'-1 FACE BRICK EQUAL TO WIDTH OF NEW 5 REMOVE EXISTING APC CEILING SYSTEM. COORDINATE EXTENT WITH REFLECTED CEILING PLAN. 24 CONCRETE CURB SEE ELECTRICAL FOR REMOVAL OF LIGHTS AND FANS.

6 TEMPORARILY REMOVE EXISTING APC CEILING PADS AND/OR GRID AS NECESSARY TO PERFORM WORK REMOVE AND Existing REQUIRED ABOVE THE CEILING. REINSTALL EXISTING SYSTEM AFTER WORK IS COMPLETED. REPLACE DAMAGED REINSTALL EXISTING PADS OR GRIDS WITH MATCHING MATERIALS. BRICK PAVERS AS 25 Fenced 21 22 REQUIRED FOR Enclosure ON: CONSTRUCTION 24 7 REMOVE EXISTING GWB CEILING, BULKHEAD OR SOFFIT SYSTEM. COORDINATE EXTENT WITH REFLECTED 01-08-2019 CEILING PLAN.

20 20 This media should not be 8 REMOVE EXISTING FLOOR FINISH. COORDINATE WITH FLOOR FINISH PLAN, FINISH SCHEDULE AND MATERIAL considered a certified document LIST. CLIENT INFORMATION 23 9 REMOVE EXISTING TOILET FIXTURES AND ASSOCIATED HARDWARE.

15 15 9 REMOVE EXISTING CASEWORK (UPPER, BASE AND TALL STORAGE) TO EXTENT INDICATED. SEE INTERIOR 17 10 Lincoln Parking REMOVE EWC, SEE 10 11 Boys Girls 15 Utility ELEVATIONS FOR ADDITION INFORMATION AS NECESSARY. REMOVE EXISTING COUNTERTOP IF PRESENT. PLUMBING FOR EXTENT Staff 12 Crib Room A Crib Room B Crim Room C 111 110 9 105 116 116 116 Sand / 12 12 16 16 28 1 REMOVE EXISTING COUNTERTOP AND SUPPORT SYSTEM TO EXTENT INDICATED. SEE INTERIOR ELEVATIONS 16 9 9 17 12 Toilet 11 Services Water 1 17 8 8 8 109 FOR ADDITIONAL INFORMATION AS NECESSARY. 15 Toilet 15 REMOVE CONCRETE SLAB. SEE 10 3 ELECTRICAL AND PLUMBING FOR 12 REMOVE EXISTING TOILET ACCESSORIES INCLUDING, BUT NOT LIMITED TO, GRAB BARS, CURTAIN RODS, 1 113 TRENCH LOCATION AND DETAILS FOR FEMININE NAPKIN DISPOSALS, NAPKIN DISPENSERS, IV HOOKS, PAPER TOWEL DISPENSERS, SHOWER SEATS 11 8 16 17 15 FLOOR BOX AND DRAIN LINE AND SOAP DISPENSERS. 10 10 Kitchen 8 16 10 11 15 11 104 11 13 REMOVE EXISTING EQUIPMENT. REINSTALL IF INDICATED ON THE DRAWINGS. IF NOT, SALVAGE AND RETURN TO 1 15 10 11 17 1 1 1 THE OWNER. 10 11 15 1 14 REMOVE AND SALVAGE EXISTING SYSTEMS FURNITURE. RETURN TO THE OWNER. PROJECT INFORMATION 15 8 16 17 1 10 11 1 1 3 10 11 15 3 15 REMOVE EXISTING SINK AND ASSOCIATED HARDWARE. SEE PLUMBING FOR EXTENT OF REMOVAL. New Office / Hall 10 102 11 8 16 17 16 REMOVE EXISTING 6 MIL. VAPOR BARRIER FROM BOTTOM OF EXISTING R-19 BATT. INSULATION. Command 3 1 1 Crib Room A 15 10 114 17 REFIT ALL ABOVE CEILING INSULATION WITHIN EXISTING FRAMEWORK. Center Toddler 8 16 17 Room 11 8 16 17 1 3 8 16 17 108 3 18 GRIND BOLTS FLUSH WITH SURFACE. GROUT FULL ANY HOLES IN SURFACE FROM REMOVED BOLTS. Storage 8 16 17 Crib Room B 115 112 Conference 3 1120 N St. Lincoln, NE 68508 REMOVE ALL SAND FROM EXISTING FENCED ENCLOSURE. Room Reception 1 19 106 1 101 Job # 17-0174 Infant Room 1 113 20 REMOVE EXISTING GATE, SUPPORTS, AND ALL ASSOCIATED HARDWARE. ISSUE DATE: 01/08/2019 1 8 16 17 1 3 3 Revisions: Storage 27 ID Date Description 107 Office 27 21 REMOVE EXISTING BRICK SOLDIER COURSES TO EXTENT SHOWN. CLEAN GROUT BED AND PREPARE EXISTING CONCRETE WALL FOR NEW WALL INSTALLATION. 1 2/4/2019 ADDENDUM 2 3 8 16 17 103

27 22 REMOVE PORTION OF EXISTING FENCE AND SUPPORTS.

1'-10" 7'-6" 3'-10" 6'-8" 2'-0" 3'-0" 2'-0" 2'-9" 2'-9" 2'-0" 3'-0" 2'-0" 27 23 REMOVE PORTION OF EXISTING CONCRETE SLAB AND EXCAVATE AS REQUIRED FOR NEW GRADE BEAM. SAVE EXISTING BRICK AND TOOTH SAVE EXISTING BRICK AND TOOTH MAY NEED TO CHANGE HARDWARE. IN AROUND NEW WINDOWS. IN AROUND NEW WINDOWS. VERIFY IT IS CAPABLE OF EXIT FOR MANAGEMENT 24 HOUR USAGE. 24 REMOVE PORTION OF EXISTING FENCE AND PREPARE EXISTING SUPPORTS FOR RELOCATED GATE TO BE INSTALLED HERE.

25 REMOVE PORTION OF EXISTING CONCRETE STEM WALL.

26 RELOCATE EXISTING GATE AND REPLACE WITH FENCING TO MATCH EXISTING.

27 EXISTING FRAMES AND GLAZING TO REMAIN MUST BE CLEANED OF DEBRIS AND TAPE.

CHECKED: GTS 28 EXISTING UTILITY ROOM 105 IS TO BE CLEANED THOROUGHLY. AUTHOR KTR DAVIS DESIGN ALL RIGHTS RESERVED NOTE: INFILL CONCRETE SLAB AT REMOVED AREAS SHEET TITLE WITH CONCRETE THAT HAS A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. First Floor Demolition Plan

FIRST FLOOR DEMOLITION PLAN SHEET NUMBER 1 SCALE:1/8" = 1'-0"

A-101 A-100 DEMOLITION LEGEND

EXISTING TO BE TO BE REMOVED

EXISTING TO REMAIN Lincoln Vermillion Lincoln NE 68508 GENERAL DEMOLITION NOTES Fax 402-476-9722 Vermillion SD 57069 Phone 605-624-1081 Phone 402-476-9700

1. ALL CONTRACTORS SHALL COORDINATE DEMOLITION WORK WITH ALL PHASING AND ALTERNATE REQUIREMENTS 15 East Main, Suite 201 OF THE CONTRACT. THE GENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION ACTIVITIES. 1221 N Street, Suite 600 2. PROVIDE DEMOLITION WORK AS REQUIRED BY THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. LIMIT REMOVAL AND DEMOLITION WORK TO THAT SPECIFICALLY CALLED FOR IN THE CONSTRUCTION DOCUMENTS OR AS REQUIRED FOR THE INSTALLATION OF NEW WORK. 3. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE DURING THE COURSE OF THE CONTRACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT EXISTING DAMAGE TO ALL ITEMS TO REMAIN AT THE TIME THAT THE AREA IS HANDED OVER TO THE CONTRACTOR. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE NOT DOCUMENTED AND TURNED OVER TO THE OWNER PRIOR TO DEMOLITION COMMENCEMENT. 4. PRIOR TO THE COMMENCEMENT OF WORK OF SUBCONTRACTORS AND THROUGHOUT THE COURSE OF THE WORK, THE GENERAL CONTRACTOR SHALL INSPECT AND VERIFY THE LOCATION AND CONDITION OF ALL ITEMS AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO THE ARCHITECT BEFORE DOING WORK RELATED TO THAT BEING INSPECTED. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, VERIFYING DIMENSIONS. 5. BEFORE BEGINNING WORK AT THE SITE, INSPECT ALL AREAS WHERE WORK IS TO BE PERFORMED. SURVEY THE EXISTING CONDITIONS NOTING EXISTING CASEWORK, FINISHES, EQUIPMENT, SPECIALTIES AND OTHER MISC. ITEMS NOT LISTED IN NOTE 9 AND NOT SHOWN IN THE CONTRACT DOCUMENTS TO BE DEMOLISHED, BUT WILL REQUIRE REMOVAL IN ORDER TO PERFORM THE WORK REQUIRED, AND BY COORDINATING WITH THE OWNER AND ARCHITECT/ENGINEER, DETERMINE TO DO ONE OF THE FOLLOWING WITH THOSE ITEMS: A. REMOVE AND REINSTALL. B. REMOVE AND SALVAGE. C. REMOVE (AS WASTE AND LEGALLY DISPOSE). 6. THE OWNER HAS THE FIRST RIGHT OF REFUSAL ON ALL REMOVED ITEMS. OWNER WILL MEET WITH CONTRACTOR PRIOR TO COMMENCEMENT OF WORK AND PROVIDE A WRITTEN OR VERBAL LIST OF ITEMS THEY WANT TO BE SALVAGED AND RETURNED TO THEM. 7. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS, UNLESS SPECIFICALLY INDICATED. 8. ITEMS SHOWN HALF-TONED (OR WITH GRAY LINES) ARE EXISTING ITEMS TO REMAIN. ITEMS SHOWN IN BLACK AND DASHED ARE EXISTING ITEMS TO BE REMOVED. SEE OTHER GENERAL NOTES, REFERENCED NOTES AND DEMOLITION PLANS TO DETERMINE WHAT IS TO BE DONE WITH THOSE ITEMS REMOVED. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY STRUCTURAL WALL OR FLOOR PENETRATION LARGER THAN 8" BY 8". THE GENERAL CONTRACTOR WILL COORDINATE WITH THE APPROPRIATE SUBCONTRACTOR TO SEAL THE PENETRATION AS REQUIRED BY THE DOCUMENTS OR BUILDING CODES. CORE DRILLING OR HOLES SMALLER THAN 8" X 8" WILL BE THE RESPONSIBILITY OF THE TRADES REQUIRING THE PENETRATIONS. THE SAME TRADES WILL BE RESPONSIBLE FOR SEALING THE PENETRATIONS OR COORDINATING THE SEALING WITH THE GENERAL CONTRACTOR AND OTHER APPROPRIATE SUBCONTRACTORS. ALL PENETRATIONS IN STRUCTURAL WALLS OR FLOORS SHALL BE SEALED. 10. WALL PENETRATIONS SHALL BE COORDINATED BY THE GENERAL CONTRACTOR / APPROPRIATE SUBCONTRACTOR AND SHALL BE SEALED AS REQUIRED BY THE CONTRACT DOCUMENTS OR BUILDING CODES. 11. OPENINGS CREATED IN, OR CUTTING OF, ANY EXISTING SURFACES DURING CONSTRUCTION OR DAMAGED DURING CONSTRUCTION SHALL BE PATCHED SUCH THAT THE MATERIAL DOES NOT APPEAR TO HAVE BEEN DAMAGED, OR THE MATERIAL SHALL BE REPLACED . IN THE CASE OF GWB, THE PATCHED OR REPLACED AREA AND THE SURROUNDING WALL SURFACE IN THE SAME PLANE SHALL RECEIVE A SKIM COAT OF JOINT COMPOUND WITH A LEVEL FIVE (5) FINISH AT AREAS TO RECEIVE A PAINT FINISH AND A LEVEL FOUR (4) FINISH AT AREAS TO RECEIVE WALLCOVERING. 13. WHERE PERMANENT REMOVAL OF EXISTING MILLWORK, CASEWORK CABINETWORK, ACCESSORIES, EQUIPMENT, OR FURNISHINGS IS REQUIRED, AND PREVIOUSLY CONCEALED SURFACES ARE TO REMAIN EXPOSED, PATCH PREVIOUSLY CONCEALED SURFACES TO MATCH ADJACENT EXPOSED SURFACES AND PROVIDE A SMOOTH TRANSITION BETWEEN THE EXISTING AND PATCHED AREAS. 14. WHERE NEW FINISHES ARE SHOWN TO BE A PART OF THE WORK, EXISTING FINISHES SHALL BE REMOVED IN ITS ENTIRETY AS REQUIRED TO INSTALL THE NEW FINISH. 15. WALLS WITH EXISTING FINISHES SHALL BE PREPARED TO RECEIVE NEW WALL FINISHES. THIS MAY INCLUDE, BUT NOT LIMITED TO, REMOVAL OF GROUT AND MORTAR OR ADHESIVE FOR VINYL WALLCOVERING. 16. FLOOR AREAS THAT HAVE HAD THE EXISTING FLOOR FINISH REMOVED SHALL BE PREPARED TO RECEIVE THE A NEW FLOOR FINISH. THIS MAY INCLUDE, BUT NOT LIMITED TO, REMOVAL OF FLOOR STONING, GROUT AND MORTAR, AND ADHESIVE. 17. ALL EXISTING PAPER TOWEL, SOAP, OR LOTION DISPENSERS, CLOCKS, TACKBOARDS AND OTHER WALL BRACKETS, SUPPORTS OR ACCESSORIES REQUIRING REMOVAL TO PERFORM THE WORK ARE TO BE REMOVED BEFORE OTHER DEMOLITION WORK BEGINS. COORDINATE WITH THE OWNER AS TO WHETHER THESE ITEMS ARE DESIGNATED AS REFUSE, SALVAGE OR REINSTALLED. ALL SIMILAR ITEMS THAT WILL REMAIN IN PLACE ARE TO BE PROTECTED THROUGHOUT CONSTRUCTION AND CLEANED OF CONSTRUCTION MATERIAL AND DUST BEFORE SUBSTANTIAL COMPLETION. 18. REMOVE SIGNAGE FROM EXISTING WALLS THAT ARE TO BE DEMOLISHED OR REQUIRE NEW FINISHES. PATCH ANY HOLES IN WALL. VERIFY WITH OWNER WHICH, IF ANY, SIGNAGE IS TO BE RELOCATED OR REINSTALLED. 19. MECHANICAL AND ELECTRICAL ITEMS TO BE REMOVED ARE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL AND ELECTRICAL SHEETS FOR EXTENT OF DEMOLITION WORK ASSOCIATED WITH THOSE TRADES. REFERENCED DEMO NOTES

1 REMOVE EXISTING PARTITION TO EXTENT SHOWN OR AS NECESSARY.

2 REMOVE EXISTING STUD AND GWB FURRING.

3 REMOVE EXISTING DOOR, DOOR FRAME AND DOOR HARDWARE.

4 REMOVE AND SALVAGE EXISTING DOOR AND DOOR HARDWARE. REMOVE EXISTING DOOR FRAME.

5 REMOVE EXISTING APC CEILING SYSTEM. COORDINATE EXTENT WITH REFLECTED CEILING PLAN. SEE ELECTRICAL FOR REMOVAL OF LIGHTS AND FANS.

6 TEMPORARILY REMOVE EXISTING APC CEILING PADS AND/OR GRID AS NECESSARY TO PERFORM WORK REQUIRED ABOVE THE CEILING. REINSTALL EXISTING SYSTEM AFTER WORK IS COMPLETED. REPLACE DAMAGED PADS OR GRIDS WITH MATCHING MATERIALS.

7 REMOVE EXISTING GWB CEILING, BULKHEAD OR SOFFIT SYSTEM. COORDINATE EXTENT WITH REFLECTED CEILING PLAN. 01/08/2019

8 REMOVE EXISTING FLOOR FINISH. COORDINATE WITH FLOOR FINISH PLAN, FINISH SCHEDULE AND MATERIAL LIST.

9 REMOVE EXISTING TOILET FIXTURES AND ASSOCIATED HARDWARE. CLIENT INFORMATION 10 REMOVE EXISTING CASEWORK (UPPER, BASE AND TALL STORAGE) TO EXTENT INDICATED. SEE INTERIOR ELEVATIONS FOR ADDITION INFORMATION AS NECESSARY. REMOVE EXISTING COUNTERTOP IF PRESENT. Lincoln Parking Existing 11 REMOVE EXISTING COUNTERTOP AND SUPPORT SYSTEM TO EXTENT INDICATED. SEE INTERIOR ELEVATIONS Fenced FOR ADDITIONAL INFORMATION AS NECESSARY. Services Enclosure 12 REMOVE EXISTING TOILET ACCESSORIES INCLUDING, BUT NOT LIMITED TO, GRAB BARS, CURTAIN RODS, FEMININE NAPKIN DISPOSALS, NAPKIN DISPENSERS, IV HOOKS, PAPER TOWEL DISPENSERS, SHOWER SEATS AND SOAP DISPENSERS.

13 REMOVE EXISTING EQUIPMENT. REINSTALL IF INDICATED ON THE DRAWINGS. IF NOT, SALVAGE AND RETURN TO THE OWNER.

14 REMOVE AND SALVAGE EXISTING SYSTEMS FURNITURE. RETURN TO THE OWNER.

PROJECT INFORMATION 15 REMOVE EXISTING SINK AND ASSOCIATED HARDWARE. SEE PLUMBING FOR EXTENT OF REMOVAL.

6 New Office / 16 REMOVE EXISTING 6 MIL. VAPOR BARRIER FROM BOTTOM OF EXISTING R-19 BATT. INSULATION. 5 5 5 5 Command 6 17 REFIT ALL ABOVE CEILING INSULATION WITHIN EXISTING FRAMEWORK.

5 7 Center 18 GRIND BOLTS FLUSH WITH SURFACE. GROUT FULL ANY HOLES IN SURFACE FROM REMOVED BOLTS.

7 19 REMOVE ALL SAND FROM EXISTING FENCED ENCLOSURE. 1120 N St. Lincoln, NE 68508 7 20 REMOVE EXISTING GATE, SUPPORTS, AND ALL ASSOCIATED HARDWARE. 6 7 5 Job # 17-0174 ISSUE DATE: 01/08/2019 REMOVE EXISTING BRICK SOLDIER COURSES TO EXTENT SHOWN. CLEAN GROUT BED AND PREPARE EXISTING 21 Revisions: CONCRETE WALL FOR NEW WALL INSTALLATION. ID Date Description

22 REMOVE PORTION OF EXISTING FENCE AND SUPPORTS.

Storage 5 23 REMOVE PORTION OF EXISTING CONCRETE SLAB AND EXCAVATE AS REQUIRED FOR NEW GRADE BEAM. 112 6 5 6 24 REMOVE PORTION OF EXISTING FENCE AND PREPARE EXISTING SUPPORTS FOR RELOCATED GATE TO BE INSTALLED HERE.

6 5 25 REMOVE PORTION OF EXISTING CONCRETE STEM WALL.

26 RELOCATE EXISTING GATE AND REPLACE WITH FENCING TO MATCH EXISTING.

1'-10" 7'-6" 3'-10" 6'-8"

SHEET NUMBER

A-101 A-101 GENERAL

ARCHITECTURE Lincoln 1 Vermillion Lincoln NE 68508 NE Lincoln NOTES: 402-476-9722 Fax Vermillion SD 57069 SD Vermillion Phone 605-624-1081 Phone Phone 402-476-9700 Phone 1.ITEMS SHOWN HALF-TONED (OR WITH GRAY LINES) ARE EXISTING ITEMS TO REMAIN 15 East Main, Suite 201 Suite Main, East 15

OR ITEMS FURNISHED AND INSTALLED BY THE OWNER OR CONTRACTOR, SEE THE 600 Suite Street, N 1221 DRAWINGS OR SPECIFICATIONS FOR DELINEATION OF INSTALLER. ITEMS SHOWN IN BLACK ARE ITEMS CONSIDERED A PART OF THE WORK REQUIRED BY THE CONTRACT.

PS 2.PRIOR TO THE COMMENCEMENT OF WORK OF SUBCONTRACTORS AND THROUGHOUT EXISTING CEILING TO REMAIN THE COURSE OF THE WORK, THE GENERAL CONTRACTOR SHALL INSPECT AND VERIFY THE LOCATION AND CONDITION OF ALL ITEMS AFFECTED BY THE WORK UNDER THIS D CONTRACT AND REPORT DISCREPANCIES TO THE ARCHITECT BEFORE DOING WORK RELATED TO THAT BEING INSPECTED. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, VERIFYING DIMENSIONS.

3.ALL CONTRACTORS SHALL COORDINATE WORK W/ ALL ALTERNATES AND PHASING.

9' - 0" 9' - 0" EXPOSED 4.CONTRACTORS SHALL NOT SCALE DIMENSIONS FROM DRAWINGS. ANY QUESTIONS STRUCTURE CONCERNING DIMENSIONS SHOULD BE DIRECTED TO THE ARCHITECT FOR NO CEILING APC-1 APC-1 9' - 0" 9' - 0" 9' - 0" CLARIFICATION. EXIST. APC-1 APC-1 PS 5.WHEN ANY OF THE CONTRACT DOCUMENTS DEFINE MATERIALS OR EQUIPMENT, THE PS TERM 'OR EQUAL,' IF NOT INSERTED, SHALL BE IMPLIED. THE SPECIFIC MATERIALS OR 9' - 0" 9' - 0" EQUIPMENT MENTIONED SHALL INDICATE THE TYPE, FUNCTION AND MINIMUM STANDARD OF DESIGN. THE ARCHITECT OR ENGINEER OF RECORD SHOULD BE CONTACTED BEFORE APC-1 APC-1 USING ANY ALTERNATE MATERIALS OR EQUIPMENT.

6.IN ADDITION TO WHAT IS NOTED ON THE DRAWINGS, SEE THE SPECIFICATIONS FOR A 9' - 0" COMPLETE LIST OF ITEMS THAT ARE OWNER FURNISHED EQUIPMENT OR SYSTEMS AND WHO IS RESPONSIBLE FOR INSTALLATION. APC-1 7.ALL WOOD BLOCKING WITHIN THE WALL ENVELOPE SHALL BE FIRE-RESISTANT. SEE BULKHEAD @ 8'-10" AFF. NEW SOFFIT ABOVE SPECIFICATIONS FOR MORE INFORMATION. CASEWORK 8.EXISTING DOORS, FRAMES, DOOR HARDWARE AND CASEWORK SHALL BE INSPECTED BULKHEAD @ 8'-6" AFF. 9' - 0" AND CLEANED. IF ANY ITEMS ARE FOUND TO BE DAMAGED, DOCUMENT THE ITEM AND 9' - 0" LOCATION AND TURN DOCUMENTATION OVER TO THE OWNER FOR APC-1 REPAIR/REPLACEMENT. IF NECESSARY, PROVIDE A DATE UPON WHICH THE ITEMS MUST APC-1 BE REPAIRED/REPLACED SO AS TO NOT AFFECT THE CONSTRUCTION SCHEDULE. C COORDINATE DELIVERY AND INSTALLATION WITH OWNER.

9.WALL PENETRATIONS SHALL BE SEALED AS REQUIRED BY THE CONTRACT DOCUMENTS OR BUILDING CODES.

9' - 0" 10.FLOORS TO RECEIVE NEW FINISHES SHALL BE PREPARED AS REQUIRED BY FLOORING MANUFACTURER AND, IN THE CASE OF ROOMS WITH FLOOR DRAINS, THE APC-1 FLOOR PREP SHALL INCLUDE FLOOR STONING AS REQUIRED TO PROVIDE POSITIVE 9' - 0" DRAINAGE TO THE FLOOR DRAIN. 9' - 0" 9' - 0" 9' - 0" 9' - 0" PS 9' - 0" APC-1 11.WALLS SCHEDULED TO RECEIVE NEW VINYL WALLCOVERING FINISH SHALL BE APC-1 PREPARED WITH A LEVEL FOUR (4) FINISH. WALL SCHEDULED TO RECEIVE NEW PAINT APC-1 APC-1 APC-1 APC-1 NEW LAY IN ACOUSTICAL 9' - 0" 9' - 0" CEILING TILE FINISH SHALL HAVE A LEVEL FIVE (5) FINISH. APC-1 APC-1 12.COORDINATE WITH ARCHITECT ALL MECHANICAL AND ELECTRICAL ITEMS INSTALLED IN SUCH A WAY AS TO NOT INTERFERE WITH THE CEILING HEIGHT INDICATED.

13. BUILDING ENVELOPE PENETRATIONS SHALL BE SEALED AS REQUIRED BY THE CONTRACT DOCUMENTS OR BUILDING CODES, AND IN SUCH A MANNER THAT THE BUILDING ENVELOPE REMAINS CONTINUOUS THROUGHOUT. THIS INCLUDES STRUCTURAL B DECKING AND INSULATION. 14. OWNER IS WILLING TO BAG METERS FOR CONTRACTORS USE.

NEW SOFFIT ABOVE 1' - 6" - 1' CASEWORK 1' - 6" PREFINISHED METAL PANEL CANOPY TO EXTEND TO STRUCTURAL DECK. GENERAL CEILING 12' - 4" BOTTOM OF CANOPY @ 9'-0" AFF

2 NOTES: A-103 1.ITEMS SHOWN IN HALFTONE (GRAY) ARE EITHER EXISTING ITEMS TO REMAIN OR ITEMS SHOWN FOR CLARIFICATION (DOORS, GLASS, ETC.) ITEMS SHOWN IN BLACK ARE ITEMS TO BE INSTALLED AND COORDINATED PER THE CONTRACT.

2.COORDINATE ALL WORK BETWEEN SUBTRADES, MECHANICAL AND ELECTRICAL.

3.SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR OTHER CEILING INSTALLED A ITEMS NOT INDICATED ON THE ARCHITECTURAL DRAWINGS. COORDINATE REQUIREMENTS BETWEEN ALL DRAWINGS. COORDINATE ANY TEMPORARY ELECTRICAL/ MECHANICAL SHUT-OFFS WITH OWNER TO PROVIDE MINIMAL 1 2 3 4 5 6 7 DISRUPTIONS. 4. ALL NEW CEILING GRIDS SHALL BE CENTERED WITHIN THE ROOM AS INDICATED IN THE ARCHITECTURAL CEILING PLANS, UNLESS SHOWN OTHERWISE. AVOID CEILING TILES LESS THAN 3" IN WIDTH AT LOCATIONS ADJACENT TO ROOM WALLS WHERE POSSIBLE.

5.VERIFY FINISH OF SOFFITS AND BULKHEADS WITH ROOM FINISH SCHEDULE AND This document was originally COLOR / MATERIAL SCHEDULE. signed and sealed by: 6.REMOVE AND REINSTALL CEILING SYSTEMS AS REQ'D TO DO WORK - First Level Ceiling Plan REGARDLESS OF WHETHER OR NOT THE PLAN SHOWS THERE TO BE NEW 1 CEILINGS. 1/8" = 1'-0" 7.CEILING HEIGHTS ARE TO BE INSTALLED AT HEIGHTS INDICATED. MECHANICAL OR ELECTRICAL WORK SHALL BE INSTALLED TIGHT TO THE STRUCTURE AND MAY REQUIRE VERTICAL OR HORIZONTAL OFFSETS IN COORDINATION WITH EXISTING CONSTRUCTION OR CONSTRUCTION INSTALLED PER THIS CONTRACT. UNDER NO CIRCUMSTANCE SHALL THE CEILING BE INSTALLED AT HEIGHT LOWER THAN THAT INDICATED. COORDINATE LOCATION OF WORK IN CONJUNCTION WITH EXISTING PRIOR TO INSTALLATION TO AVOID FUTURE CONFLICTS WITH CEILING ON: INSTALLATION. 01-08-2019

8.CONTRACTOR TO PROTECT EXISTING WALLCOVERING AND WALL FINISH WHILE ATTACH TO EXISTING MASONRY W/ REMOVING EXISTING CEILINGS. CONTRACTOR TO REPAIR ANY WALLCOVERING, This media should not be 1/4" TAPCONS W/ 1 5/8" EMBEDMENT EXISTING FINISHES, AND GWB THAT IS DAMAGED DURING CEILING REMOVAL AND considered a certified document AT ALL JOISTS / BRACE LOCATIONS REPLACEMENT. AND 16" O.C. MAX 9. INSTALL NEW VAPOR BARRIER ON UNDERSIDE OF EXISTING CEILING EXISTING STRUCTURAL DECK INSULATION, THROUGHOUT. CLIENT INFORMATION 10. EXISTING INSULATION TO BE REINSTALLED INTO EXISTING FRAMEWORK. 1 Lincoln Parking SEALANT JOINT Services SLIPTRACK REFLECTED CEILING

PREFINISHED METAL CLADDING LEGEND

5/8" EXTERIOR GRADE GYP. BD.

3 5/8" 18 GA METAL STUDS @ 16" O.C. PROJECT INFORMATION

BRACE @ 16" O.C. 24"X24" ACOUSTICAL CEILING PANEL SYSTEM New Office / LIGHT FIXTURES Command

SEALANT JOINT Center 24"X48" ACOUSTICAL CEILING PANEL SYSTEM EXISTING EXTERIOR WALL SUPPLY DIFFUSER

1120 N St. Lincoln, NE 68508 Canopy Section 2 1/2" = 1'-0" JOB # 17-0174 GWB SOFFIT OR CEILING; E.I.F.S. @EXTERIOR SOFFITS ISSUE DATE 01/08/2019 RETURN / EXHAUST DIFFUSER Revisions ID Date Description 1 2/4/2019 ADDENDUM 2 SMOKE DETECTOR CEILING ACCESSS PANEL EXIT LIGHT

SPRINKLER HEAD

S INTERCOM SPEAKERS SEE ELEC. / MECH. FOR LOCATIONS. COORDINATE W/ ARCH. CEILING PLANS

t Ceiling Plan

_ SHEET NUMBER

M P

/ 2 D A-103 Lincoln Vermillion

1 68508 NE Lincoln A-104 1 402-476-9722 Fax

A-105 57069 SD Vermillion 6 605-624-1081 Phone A-105 402-476-9700 Phone 15 East Main, Suite 201 Suite Main, East 15 3 A-105 600 Suite Street, N 1221 5' - 0" 1 2 7 3 A-104 7

A-105 DN

5' - 1" - 5' 2 A-105 123A

ALF-4 8" 9" 7 4 5' - 4 7/8" 2' - 0" 4" 3' - 4" 4" A-105 5 2' - 11" - 2'

ALF-4 A-105 7 ALF-3 123B ALF-3 7 7 4 A-104

A-104 2 0" - 1' 12", 18 GA. TRACK WITH 4' - 0" 3" 1' - 0" 3' - 0" 2" 1/4" SDS AT 4" O.C. TOP AND BOTTOM

5 4" - 7' 123B ALF-4 A-104 4' - 0" - 4' EXISTING STAIR ALF-3

ALIGN FACES, ROD 7 EXISTING STAIR STOCK AND SEALANT 6" D BETWEEN MATERIALS 123A 01 - First Floor 100' - 0"

2-3 5/8", 18 GA. LOAD BEARING STUDS AT EACH SIDE OF OPENING AT HEADER BEAM.

1 2 3 3 A-105 Enlarged Floor Plan Section 4 1 5 1/4" = 1'-0" 1/4" = 1'-0"

5 5 A-105 A-104 D This document was originally signed and sealed by: 5 5 A-104 Bottom of Structure A-105 110' - 9"

CONCRETE 1. Footing widths not dimensioned shall be a total of 12" wider than the wall above (16" minimum). ON: 01-08-2019 2. All concrete work shall conform to ACI 301 and ACI 318. All reinforcing supplied shall conform to ACI 315. 3. Dowels shall be set 3" from the bottom of footing and shall extend above the top of footing the minimum distance required for lap lengths or as noted on the EXISTING FENCE TO drawings. Bars shall be the same size and spacing as bars above. REMAIN IN THIS AREA 4. Bars marked continuous shall be in as long of lenghts as possible. Lap bars as shown in Typical Reinforcement Table. Laps shall occur in regions of low This media should not be stress only. Provide corner bars in the same size and number as the continuous reinforcing at all concrete and footing intersections or 90 degree bends considered a certified document of proper length at the ends of reinforcing bars at intersections. 5. Reinforcing in footings shall be accurately placed before placing concrete. Do not float reinforcing into footings. 6. Mechanically vibrate all concrete. CLIENT INFORMATION ALF-2 7. Do not place pipes, dicts, or chases in structural concrete without approval of the ARCHITECT/ENGINEER. See architectural, mechanical, and electrical drawings for locations. 8. Construct form work so concrete members and structurs are of size, shape, alignment, elevation, and position indicated within tolerance limits of ACI 117. ALF-4 ALF-3 9. Finish concrete suspended slabs and slabs on grade per the following criteria according to ASTM E1155. Comply with ACI302.1R recommendations for Lincoln Parking screeding, re-straightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. A. Slabs on grade: Specified overall values of flatness F(F)=35 and levelness F(L)=25 with minimum local values of flatness F(F)=24 and levelness F(L)=17. B. Suspended slabs: Specified overall values of flatness F(F)=30 and levelness F(L)=20 with minimum local values of flatness F(F)=24 and Services levelness F(L)=15. 10. Control/construction joits in slab on grade shall be placed at column line intersections or at 16'-0" o.c. max. unless noted otherwise. 11. Thicken slabs on grade below non-bearing masonry walls to be 8" and reinforce with 2-#4's continuous unless noted otherwise. 01 - First Floor 12. All reinforcing steel shall be bent cold, detailed, fabricated, and held in place in accordance with the "Manual of Standard Practice For Detailing Reinforced Concrete Structures" [ACI 315 latest edition], except as otherwise detailed or specified. 100' - 0" 13. Provide the following concrete cover to reinforcing unless noted otherwise: For concrete cast against the earth and permanently exposed to earth: 3" For concrete exposed to earth or weather: 2" For concrete not exposed to weather or in contact with earth: slabs, walls, joists: 3/4" beams, columns: 1-1/2" 14. The CONTRACTOR shall exercise extreme caution so as to not undermine, disturb, damage, or in any way cause un-desirable movement, cracking, and/or settlement of adjacent construction. The CONTRACTOR is completely responsible for all shoring, forming, bracing, etc. 15. The concrete mix design for slabs on grade shall be disigned to reduce the potential for shrinkage and curling by reducing the amount of cement in the mix PROJECT INFORMATION 01 - First Floor and increasing the amount of course aggregate. Placing and finishing techniques shall also be considered in the mix design. 16. Floor slab on grade shall be 4" thick reinforced with 6x6, 6-6 WWM over 4" crushed concrete layer and 10 mil vapor barrier unless noted otherwise. All 100' - 0" mesh reinforcing shall be supplied in sheet stock not roll stock. See the plan for other thicknesses of concrete slabs. 17. All pad footings, continuous footings, and grade beams have been designed for a "net" allowable soil bearing pressure of 1,500 psf. New Office / West Elevation 18. Sub-soils supporting or in direct contact with footings, slabs on grade, or other foundation elements shall be protected against freezing conditions that 2 could cause movements or other detrimental effects to the structure as a whole or to any of its component parts. 1/4" = 1'-0" 19. All slabs on grade shall bear on properly compacted backfill. Any unacceptable backfill as determined by the project's geotechnical engineer shall be removed and replaced as required by the geotechnical engineer. Command 20. The CONTRACTOR shall employ the services of an independent geotechnical engineer, coordinated by the CONTRACTOR, to perform all required field East Elevation observations and tests. 4 21. Special care shall be taken not to disrupt adjacent construction. The CONTRACTOR is completely responsible for all shoring, forming, bracing, etc. 1 22. The bottoms of all exterior footings shall be placed at a minimum depth of 48" below finish grade. Coordinate footing elevations with final grading plan. Center 1/4" = 1'-0" 23. Submit concrete mix designs to the ENGINEER OF RECORD for approval. A-105 24. Submit shop drawing of reinforcing steel for footings and other concrete work to the ENGINEER OF RECORD for approval. LIGHT GAUGE METAL 1. Light gauge metal framing shall be designed and manufactured in accordance with the latest edition of "The North American Specification For The Design 1120 N St. Lincoln, NE 68508 of Cold Formed Structural Members" and "The Cold Formed Steel Framing Design Guide" of the American Iron and Steel Institute. 2. Provide tracks, blocking lintels, headers, clip angles, strap bracing, shoes, reinforcements, fasteners, and accessories to provide a complete metal 3 frame system. JOB # 17-0174 3. Isolate partitions from structural elements with slip or cushion type joints between steel framing and structure as recommended by the steel framing 3 2 manufacturer to prevent transfer or movements to partitions. 4. Attach similar metals by welding. Attach dis-similar materials by bolting or with screw fasteners. ISSUE DATE 01/08/2019 5. Install horizontal stiffeners in stud system spaced at 40" o.c. vertically maximum. Weld at each intersection. Revisions 6. Fasten gypsum board or plywood with 1/4" TEK screws at 6" o.c. at all supports and edges. SLIP TRACK 7. Bearing studs must be fabricated with full stud end seated against track web. ID Date Description 8. Provide double stud around all openings and stud wall system at jambs, heads, and sills. Weld at all intersections. 1 2/4/2019 ADDENDUM 2 FLASHING ALONG FACE OF BRICK AND ALONG 9. Interior metal studs system (studs, headers, sills, tracks, etc.) shall be designed by the supplier unless noted otherwise. EXISTING COLUMN AT ROOF INTERSECTION. ROD 10. All exterior studs to be 16 GA. C-shaped at 16" o.c. unless noted otherwise. STOCK AND SEAL AT TOP AND BACK OF 6" BATT INSULATION 11. Provide 2-minimum Hilti X-U fasteners at 16" o.c. maximum and staggered each side at all light gage stud to conrete/masonry connection minimum FLASHING TO PREVENT WATER ENTRY INTO unless noted otherwise. VESTIBULE. STEEL DECK

1. Steel deck supplier shall be a member of the Steel Deck institute. The material, design, manufacture, and installation shall be in accordance with the Steel EXISTING PRECAST Deck Institute and AISC. 2. Metal floor and roof deck shall be 3-span minimum. INFILL WALL AROUND EXISTING STRUCTURE 3. The deck supplier shall provide closure plates, sump pans and drain plated, ridge and valley plates, cover plates, welding washers, and other accessories required to provide a finished surface for application of insulation and roofing. EPDM TERMINATION BAR 4. Welding shall conform to AWS D1.3. Welders shall have current welding certificates and current experience with required welds. 5. See the details this page for required attachment of the deck to structure and notes for uplift load. Sidelaps shall be attached with screws or welds as required for diaphragm loads. COMP. TUBE AS RECOMMENDED BY 6. Provide L5x3x3/8"(LLV) around all roof penetrations. See details for other requirements at roof drains and mechanical penetrations. ROOF MANUFACTURER DESIGN LOADS:

OCCUPANCY CATEGORY...... II

5/8" SHEATHING LIVE LOADS ALF-3 ROOF Checked by Checker 123A 6", 18 GA. METAL STUDS, SPACED @ 16" O.C. MINIMUM ROOF LIVE LOAD...... 30 PSF Drawn by Author Davis Design All Rights Reserved SNOW EXISTING CONCRETE WALL TO REMAIN SHEET TITLE 1 1/2" O.D. HANDRAIL, EPDM MEMBRANE ON 3" POLY ISO GROUND SNOW LOAD (Pg)...... 25 PSF ALF-4 3'-0" MAX HEIGHT INSULATION OVER 1 1/2" METAL DECKING SNOW EXPOSURE (Ce)...... 0.9 FROM FLOOR, EACH THERMAL FACTOR (Ct)...... 1.0 123B 1/2" 1 SIDE OF RAMP IMPORTANCE FACTOR (Is)...... 1.0 Enlarged Plan ATTACH 1 1/2", 22 GA. METAL ROOF DECK RAIN ON SNOW [Pg > 20 PSF]...... NA TO 16 GA. STEEL JOISTS WITH #12 TEK UNBALANCED SNOW LOADS...... ASCE 7 SECTION 7.6 SCREWS IN 36/4 PATTERN AT SUPPORTS. FLOOR 1' - 7 1/2" 7 - 1' SIDELAPS NOT REQUIRED. & Sections SLAB ON GRADE...... 100 PSF 1" 12", 16 GA. TYPE CSJ @ 16" O.C. 1' - 8" - 1'

t WIND LOADS

r . 01 - First Floor 6" X 12" 16 GA. BOX BEAM

d 10' - 0" n BASIC WIND SPEED...... 115 M.P.H.

r . 100' - 0" 12", 16 GA. CONT. TRACK WITH 3 #8 SDS y EXPOSURE...... C

k AT EACH STUD. NET UPLIFT...... 21 PSF

c CLADDING...... SEE APPLICABLE TABLES IN IBC 2012

c i 5/8" GYP. BD. CEILING

v r CODES

S _ GUARDRAIL IBC 2012 SHEET NUMBER g

n i ASCE 7-10 k POSTS TO HAVE

M P 6" EMBEDMENT

a South Entrance

1 o 3

L Roof Detail

v 1/4" = 1'-0"

0 7

/ 1" = 1'-0" 2 D A-104 NEW 4" +/- CONCRETE WITH 3,500

PSI MIN. CAPACITY AT 28 DAYS ON Lincoln 4' - 0" TYP. 10 MIL. VAPOR BARRIER Vermillion 6X6-10/10 WWF SUPPORTED IN #4X12" DOWEL AND EPOXY GROUT 68508 NE Lincoln

5 1/2" CONCRETE SLAB 402-476-9722 Fax 3/4" JOINT CAULK AND SEAL PLACE W/BOLSTERS AT THE AT 12" O.C. MAX. W/ 4" w/ #4's @ 12"o.c. EA. WAY TOP 1/3 OF THE SLAB DEPTH EMBEDMENT INTO EXISTING (TYP. 57069 SD Vermillion Phone 605-624-1081 Phone ON 4" CARDBOARD VOID AT PERIMETER-2MIN PER SIDE) 402-476-9700 Phone

FORM 201 Suite Main, East 15 1221 N Street, Suite 600 Suite Street, N 1221 12" 1/4" 3/4" JOINT CAULK AND SEAL EXISTING SLAB ON GRADE

EXISTING CONCRETE SLAB-ON-GRADE INFILL HOLES AND RE-COMPACT UNDER REPLACEMENT SLAB PILE CAP OR GRADE BEAM Slab Infill Detail OR WALL 8 SEE PLAN 1 1/2" = 1'-0"

A CORBEL AS SHOWN

G PROVIDE #4's @ 12"o.c.

L 4' - 0" MIN. 0" - 4'

B #4 DOWELS @ 12"o.c. 2'-6" 2'-0" 3 #4'S @ 2'-0"o.c. VERTICAL CAST IN PLACE CONCRETE RAMP W/ 6X6-10/10 WWF @ TOP 1/3 OF SLAB DEPTH 3-#4's @ CONT. HORIZONTAL EXISTING CONCRETE SLAB 1:12 SLOPE TOP BTM, MID-HGT 0' - 8" 3'-4" (U.N.O.)

SLIP TRACK MAXIMUM CONSTRUCTION SPAN FOR 1.5C22 DECK: 4'-10" IF DECK SPAN IS GREATER 3/4" EXPANSION JOINT WITH THAT 4'-10", PROVIDE ADDITIONAL INTERMEDIATE 8" WIDE GRADE BEAM BACKER ROD AND SEALANT 6" BATT INSULATION Frost Slab Detail Expansion Joint 6 7 3/4" = 1'-0" 3/4" = 1'-0" EXISTING PRECAST

EPDM TERMINATION BAR

COMP. TUBE AS RECOMMENDED BY ROOF MANUFACTURER

5/8" SHEATHING EPDM MEMBRANE ON 3" POLY ISO INSULATION OVER 1 1/2" METAL DECKING 6", 18 GA. METAL STUDS, SPACED @ 16" O.C. TO MATCH JOIST LOCATIONS / 1'-0" PREFINISHED METAL GUTTER 1" AND DOWNSPOUT EPDM MEMBRANE ON 3" POLY ISO INSULATION OVER 1 1/2" METAL DECKING

ATTACH 1 1/2", 22 GA. METAL ROOF DECK TO 16 GA. STEEL JOISTS WITH #12 TEK 12", 18 GA. TYPE CSJ @ 16" O.C. SCREWS IN 36/4 PATTERN AT SUPPORTS. FILLED WITH BATT INSULATION TO SIDELAPS NOT REQUIRED. 2' OF INTERIOR FACE OF WALL. 12", 16 GA. TYPE CSJ @ 16" O.C. This document was originally 12", 18 GA. BLOCKING signed and sealed by: BETWEEN JOISTS

5 5 12", 16 GA. CONT. TRACK WITH 3 #8 SDS EXISTING PRECAST CONC. AT EACH STUD. A-105 A-104 D PREFINISHED METAL FASCIA 5/8" GYP. BD. CEILING PREFINISHED METAL SOFFIT ATTACH GWB SHEATHING TO STUDS BOTH 6", 18 GA. CONT. TRACK SIDES WITH #8 SDS AT 4" O.C. AT ALL DEFLECTION TRACK AT PANEL EDGES AND 7" O.C. IN THE FIELD. ON: 01-08-2019 TOP OF WALL 6" BATT. INSULATION 3 5/8" X 20 GA. METAL This media should not be 6" 18 GA. METAL STUDS, SPACED @ STUDS, SPACED @ 16" considered a certified document 16" O.C. TO MATCH JOIST LOCATIONS O.C. W/ BATT INSULATION 1" INSULATED METAL PANEL SYSTEM 5/8" FIBERGLASS FACED CLIENT INFORMATION 1 GYP. BD. CEILING 5/8" GYP. BD. Lincoln Parking Eave & Gutter Detail 2 Services EXISTING FENCING TO 1" = 1'-0" REMAIN IN THIS AREA 6", 18 GA. BOX BEAM, TYP. AT ALL EXTERIOR WINDOWS

PROJECT INFORMATION

5/8" GYP. BD. ALF-3 New Office /

6" 18 GA. METAL STUDS, SPACED @ 16" O.C. Command 2 1/2" 20 GA. METAL STUDS, SPACED @ 16" O.C., FILLED WITH 2 1/2" BATT. Center Vestibule INSULATION.

123 5/8" FIBERGLASS FACED GYP. BD.

8" STEM WALL, POURED TO 8" AFF 1120 N St. Lincoln, NE 68508 01 - First Floor 100' - 0" JOB # 17-0174 ISSUE DATE 01/08/2019 EXISTING STAIR NEW 4" CONC. SLAB ON GRADE W/ 6X6-10/10 WWF @ TOP 1/3 OF SLAB ON 10 MIL. VAPOR BARRIER ON 4" EXTERIOR ALUMINUM Revisions WINDOW CRUSHED CONCRETE ON COMPACTED SUB GRADE ID Date Description 1 2/4/2019 ADDENDUM 2

HANDRAIL, EACH SIDE (3) - #4'S HORIZONTAL 5/8" FIBERGLASS FACED GYP. BD. SILL

#4'S VERTICAL AT 12" O.C. WITH 16" EMBEDMENT INTO GRADE BEAM

6" X 18 GA. METAL STUDS, SPACED @ 16" O.C. 01 - First Floor

100' - 0" 6" BATT. INSULATION

5/8" FIBERGLASS FACED 2" RIGID INSULATION GYP. BD.

3/4" EXPANSION JOINT 1 WITH TOOLABLE CAULK Checked by Checker 2'-0" WIDE X 3'4" DEEP GRADE BEAM WITH 3 - #6'S AT Drawn by Author TOP AND BOTTOM AND 2 - #4'S AT MID HEIGHT WITH # 1" INSULATED METAL Davis Design All Rights Reserved 4 STIRRUPS AT 24" O.C. PANEL SYSTEM SHEET TITLE 6"x8" CIP STUB WALL WITH #4'S @ 16" O.C. (2 MIN. PER WALL SECTION) Sections & WITH 4" EMBEDMENT

EXISTING CIP CONC SLAB 01 - First Floor Details 100' - 0"

_ SHEET NUMBER

M P

6 Vestibule Section Grade Beam Detail Wall Detail Wall Section

l 1 3 4 5

1 o 1/2" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"

/ 2 D A-105 PARTITION TYPE SCHEDULE

FIRE SOUND SPECIAL TYPE STRUCTURE FACING THICKNESS HEIGHT RATING RATING INSULATION REQUESTS REMARKS WHERE DOOR & FRAME AREA A 3 5/8" 20 GA. DRYWALL ONE LAYER OF 5/8" TYPE X GWB 4" ABOVE PART OF A FIRE RATED WALL 1 5" ------STUDS SPACED @ 16" O.C. EACH SIDE CEILING SYSTEM, MODIFY DETAIL AS REQ'D TO MEET MFR. TESTED SYSTEM Lincoln 3 5/8" 20 GA. DRYWALL ONE LAYER OF 5/8" TYPE X GWB TO STRUCTURE REQUIREMENTS. 2 STUDS SPACED @ 16" O.C. EACH SIDE 5" ------Vermillion

3 5/8" 20 GA. DRYWALL ONE LAYER OF 5/8" TYPE X GWB TO STRUCTURE 68508 NE Lincoln 3 STUDS SPACED @ 16" O.C. EACH SIDE 5" -- 45-49 ------402-476-9722 Fax Vermillion SD 57069 SD Vermillion

3 5/8" 20 GA. DRYWALL ONE LAYER OF 5/8" TYPE X GWB 4" ABOVE PROVIDE EXTRA BLOCKING IN 605-624-1081 Phone 4 STUDS SPACED @ 16" O.C. ROOM SIDE 4 1/4" CEILING ------WALL FOR TV MOUNTS 402-476-9700 Phone 15 East Main, Suite 201 Suite Main, East 15

3 5/8" 20 GA. DRYWALL ONE LAYER OF 5/8" TYPE X GWB 600 Suite Street, N 1221 5 5" 1 HOUR ------HEADER FRAMING PER STUDS SPACED @ 16" O.C. EACH SIDE TO STRUCTURE HEADER FRAMING PER SUPPLIER GWB., SEE PARTITION TYPE SUPPLIER 3 5/8" 20 GA. DRYWALL ONE LAYER OF 5/8" TYPE X GWB 6 5 1/2" ------STUDS SPACED @ 16" O.C. EACH SIDE, ONE LAYER 1/2" 4'-0" AFF 3 5/8" 20 GA. DRYWALL STUDS PLYWOOD EAST SIDE GLAZING, SEE ELEV. FOR TYPE 1/2" 1/2" 5/8" GWB 6" 20 GA. DRYWALL STUDS ONE LAYER OF 5/8" TYPE X GWB SEALANT TYP. 7 7 5/8" TO STRUCTURE ------SEAL EACH SIDE @ SEAL EACH SIDE @ HOLLOW METAL FRAME SPACED @ 16" O.C. EACH SIDE SEAL EACH SIDE @ PERIMETER OF FRAME PERIMETER OF FRAME 3 5/8" 20 GA. DRYWALL STUDS PERIMETER OF FRAME SPACERS OR SEALANT TAPE AS REQ'D. PARTITION NOTES: 1. ASSUME ANY WALLS ARE TYPE 1 UNLESS NOTED OTHERWISE. JAMB ANCHOR PREFINISHED DARK BRONZE H.M STOP WITH MITERED 2. PROVIDE MOLD & MOISTURE RESISTANT GWB @ ALL TOILET ROOMS AND @ STONE LOCATIONS. BRAKE METAL HOLLOW METAL FRAME CORNERS EDGE BLOCKING AS REQ'D. 3. PROVIDE WATER RESITANT GWB WITHIN 4'-0" OF A PLUMBING FIXTURE AND TO HEIGHT OF 2'-0" ABOVE 2" FIXTURE IF ROOM FINISH SCHEDULE DOES NOT CALL OUT FOR TILE FINISH. HM FRAME W/ 1/2" HM FRAME W/ 1/2" 4. PROVIDE UL RATED FIRE STOPPING AT PENETRATIONS THROUGH & AT PERIMETERS OF FIRE RATED DRYWALL RETURNS DRYWALL RETURNS ACOUSTICAL SEALANT TO EQ. H.M STOP WITH MITERED PARTITIONS AND SMOKE BARRIERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROVIDE SOUND BARRIER CORNERS 5. PROVIDE CONTINUOUS ACOUSTICAL SEALANT AT PENETRATIONS THROUGH & AT PERIMETERS OF H.M STOP WITH MITERED ACOUSTICAL WALLS. EXISTING WINDOW MULLION CORNERS GLAZING, SEE ELEV. FOR TYPE HOLLOW METAL FRAME DOOR AND FRAME SCHEDULE 2" 1 7/8" 2" SEALANT TYP. DOOR PER SCHEDULE DOOR PER SCHEDULE

= PARTITION = SEALANT TYP.

HDW. 1" + THICKNESS DOOR # DOOR FRAME NOTES GLAZING, SEE ELEV. FOR TYPE SET EQ. SPACERS OR SEALANT TAPE AS # WIDTH HEIGHT THICK TYPE ELEV. FINISH RATING ELEV. MATERIAL FINISH HDW. # SPACERS OR SEALANT TAPE AS REQ'D. DOOR PER SCHEDULE REQ'D. EDGE BLOCKING AS 101 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-4 HM 16 GA. PAINT 2 -- EDGE BLOCKING AS 0' - 2" REQ'D. REQ'D. 103A 3'-0" 7'-0" 1 3/4" W-1 A FACTORY -- HMF-1 HM 16 GA. PAINT 6 1 103B 2'-8" 7'-0" 1 3/4" W-1 A FACTORY -- HMF-1 HM 16 GA. PAINT 2 A/V CABINET Door Head Detail Door Jamb Detail Wall Transition Detail H. M. Window Detail H.M. Window Mullion Detail H.M. Transom Detail 1 2 3 4 5 6 104 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST -- 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"

105 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-5 HM 16 GA. PAINT 1 --

106 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-4 HM 16 GA. PAINT 2 --

107 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-2 HM 16 GA. PAINT 6 1

108 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-3 HM 16 GA. PAINT 1 SEALANT AT JOINT 109 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-3 HM 16 GA. PAINT 1 NEW CORIAN SILL 110 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-3 HM 16 GA. PAINT 1 BLOCKING 1" INSULATED GLAZING, TINT TO MATCH EXISTING 114 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-1 HM 16 GA. PAINT 1 6" STEEL STUD EXISTING 60SJ20 METAL 5/8" GYP. BD. ALUMINUM FRAME 115 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST -- STUDS @ 16" O.C.

117 3'-0" 7'-0" 1 3/4" W-1 A FACTORY -- HMF-1 HM 16 GA. PAINT 3 -- SEALANT AT JOINT 5/8" GWB

118 3'-0" 7'-0" 1 3/4" W-1 A FACTORY -- HMF-1 HM 16 GA. PAINT 3 -- EXISTING 1/2" PLYWOOD EXISTING BRICK VENEER 119 3'-0" 7'-0" 1 3/4" W-1 A FACTORY -- HMF-1 HM 16 GA. PAINT 4 -- EXISTING BRICK VENEER 120 3'-0" 7'-0" 1 3/4" W-1 B FACTORY -- HMF-4 HM 16 GA. PAINT 1 -- L3 1/2X3 1/2X1/4" STEEL 123A 3'-0" 7'-0" 1 3/4" AL-1 C FACTORY -- ALF-5 ALUM. FACTORY 5 -- LINTEL SEALANT AT JOINT 123B 3'-0" 7'-0" 1 3/4" AL-1 C FACTORY -- ALF-5 ALUM. FACTORY 5 --

6" STEEL STUD ALUMINUM FRAME 1" INSULATED GLAZING ROOM FINISH SCHEDULE 5/8" GYP. BD. TINT TO MATCH EXISTING 1" INSULATED GLAZING, ROOM DESIGNATIONS FLOOR BASE WALLS CEILING SEALANT AT JOINT TINT TO MATCH EXISTING ALUMINUM WINDOW FRAME

ROOM # ROOM NAME MAT./FINISH MAT./FINISH NORTH EAST SOUTH WEST MAT./FINISH HEIGHT NOTES JOINT SEALANT

101 WAITING CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- EXISTING BRICK FACADE

102 RECEPTION CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- This document was originally 103 CONFERENCE CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- Aluminum Frame Head Detail Aluminum Frame Sill Detail Aluminum Frame Jamb Detail 7 8 9 signed and sealed by: 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 104 BREAK PT-1 / CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" --

105 OFFICE CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" --

106 COMMAND CENTER CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" --

107 CONFERENCE CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- ON: 01-08-2019 108 OFFICE CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- 1 1 CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" 109 OFFICE -- A-601 A-601 This media should not be 2" 3' - 0" 2" 4' - 0" 2" 2" 3' - 0" 2" 3' - 0" 2" 4' - 0" 2" considered a certified document 2" 2" 110 OFFICE CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- 2" 2" 2" 2" 7' - 6" 2" 3' - 0" 2" 1' - 4" 3' - 0" 2" 3' - 0" 2" 111 HALLWAY CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- GL-2 GL-2 GL-2 GL-2 GL-2 2" 2" 7' - 2" 2' - 0" 4' - 0" 2' - 0"

1' - 6" - 1' 6" - 1' 6" - 1' CLIENT INFORMATION PATCH & REPAIR 1 112 STORAGE CPT-1 VB-1 PAINT PAINT PAINT PAINT EXISTING EXISTING 2" EXISTING GWB 2" 1' - 8" 2" 2" 3' - 8" 2" 2" 1' - 8" 2" 2" 2" 2" 2" 2" 2"

GL-2 2" 2" 2" 2" Lincoln Parking 113 EVENTS CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" --

114 COUNTING CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- 2' - 0" - 2' 8" - 1' 2 2 2 2 2 10" - 3' GL-1 Services 4' - 8" - 4' 8" - 4' 115 UTILITY EXISTING EXISTING EXIST. EXIST. EXIST. EXIST. EXISTING EXISTING -- A-601 A-601 A-601 A-601 A-601 4' - 0" - 4' 8" - 3' 0" - 4' 8" - 3' 2" 7' - 2" - 7' 7' - 0" - 7' 0" - 7' 0" - 7' 0" - 7' 0" - 7' 116 HALLWAY CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- GL-1 GL-1 2" GL-1 GL-1

GL-2 2" 117 MEN'S PT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- 2" GL-1 GL-1 GL-2 0" - 4' 2" 2"

118 WOMEN'S PT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- 0" - 3' 2' - 0" - 2' 2' - 2" - 2' 2' - 0" - 2' 0" - 2'

119 VIDEO -- VB-1 PAINT PAINT PAINT PAINT ------2" PROJECT INFORMATION SINGLE DOOR HOLLOW SINGLE DOOR HOLLOW SINGLE DOOR HOLLOW SINGLE DOOR HOLLOW SINGLE DOOR HOLLOW ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME SINGLE DOOR 120 WORKSTATION CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- HMF-1 METAL FRAME (PAINTED) HMF-2 METAL FRAME (PAINTED) HMF-3 METAL FRAME (PAINTED) HMF-4 METAL FRAME (PAINTED) HMF-5 METAL FRAME (PAINTED) ALF-1 NOTE: FIELD VERIFY DIMENSIONS TO MATCH ALF-2 ALF-3 ALF-4 ALF-5 ALUMINUM FRAME EXISTING FRAMES New Office / 121 WORKSTATION CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- 122 OPEN OFFICE CPT-1 VB-1 PAINT PAINT PAINT PAINT APC-1 9'-0" -- FRAME ELEVATIONS Command SEALED 123 VESTIBULE VB-1 PAINT PAINT EXIST. PAINT GYP. TO STRUCTURE -- SCALE: 1/4" = 1'-0" CONC. DOOR HARDWARE SCHEDULE Center GLAZING SCHEDULE 0' - 6" 0' - 6" 0' - 6" 2' - 0" 0' - 8" HW-1 HW-5 TYPE DESCRIPTION 3' - 0" 0' - 7" - 0' 7" - 0' 3 EA. HINGES TA714 4 1/2 X 4 1/2 US26D MCKINNEY 1 CONTINUOUS HINGE KCFMxx-HD1 EL-CEPTx32DxDR HT PE 1120 N St. Lincoln, NE 68508 GL-1 1" TEMPERED, INSULATED, LOW-E GLAZING, WITH TINT TO MATCH EXISTING 1 OFFICE LOCK LEVER US26D SARGENT 1 EXIT DEVICE (PANIC BAR) JOB # 17-0174 GL-2 1/4" TEMPERED GLAZING 1 WALL STOP 409 US32D ROCKWOOD 1 ACCESS CONTROL MORT LOCK 11 M1-82271-24V-IPS LNMI US26D SA ISSUE DATE 01/08/2019 DOOR TYPE SCHEDULE 8" - 2' 8" - 2' 1 DOOR CLOSER 281 PSH 581-2 EN SA Revisions GL-2 ID Date Description HW-2 1 DROP PLATE 281D EN SA TYPE CONSTRUCTION THICKNESS MATERIAL RATING FINISH SPECIAL REQUESTS 1 2/4/2019 ADDENDUM 2 7' - 0" - 7' 3 EA. HINGES TA714 4 1/2 X 4 1/2 US26D MCKINNEY 1 THRESHOLD 1715A X DR WIDTH PE W-1 SOLID CORE FLUSH WOOD DOOR 1 3/4" OAK VENEER -- TPF STAIN AND CLEAR POLYURETHANE

3' - 9" - 3' 9" - 3' 1 PASSAGE SET LEVER US26D SARGENT 1 RAIN GUARD 346C (DR WIDTH + 4") PE AL-1 ALUMINUM FLUSH DOOR 1 3/4" ALUM. GLASS -- ANODIZED INSULATION & WEATHERSTRIP

1 WEATHERSTRIP BY DOOR SUPPLIER

MATERIAL SCHEDULE HW-3 1 SWEEP BY DOOR SUPPLIER FLUSH DOOR FLUSH DOOR W/ CLEAR, 1/4" FLUSH DOOR W/ VISION PANEL A B TEMPERED GLASS IN METAL C WITH GL-1 CODE MANUFACTURER PATTERN COLOR DESCRIPTION FRAME VISION PANEL 3 EA. HINGES TA714 4 1/2 X 4 1/2 US26D MCKINNEY 1 FRAME ELECTROLYNX HARNESS QC-C1500P (HINGE TO ACP) MK

PT-1 FLORIDA TILE SEQUENCE BY ARCHITECT 24" X 24" INSTALL WITH SMALLEST RECOMMENDED GROUT JOINT 1 PRIVACY LOCK LEVER US26D SARGENT 1 DOOR ELECTROLYNX HARNESS QC-Cxxx (AS REQ'D HING TO LOCK/EXIT) MK

MOHAWK GROUP ENTHRALLED GT 153 DOOR ELEVATIONS CPT-1 BY ARCHITECT 24" X 24" ASHLAR PATTERN INSTALLATION 1 WALL STOP 409 US32D ROCKWOOD 1 POWERSUPPLY BY SECURITY SYSTEM SUPPLIER SCALE: 1/4" = 1'-0" VB-1 JOHNSONITE 48 BY ARCHITECT 4" VINYL BASE, COVED

PAINT SHERWIN WILLIAMS BY ARCHITECT HW-4 HW-6 24" X 24" BEVELED TEGULAR TILE Checked by GTS ULTIMA 1912 APC-1 ARMSTRONG WHITE SUSPENDED SYSTEM 15/16" GRID 3 EA. HINGES TA714 4 1/2 X 4 1/2 US26D MCKINNEY 3 EA. HINGES TA714 4 1/2 X 4 1/2 US26D MCKINNEY Drawn by KTR Davis Design All Rights Reserved 1 STORAGE LOCK LEVER US26D SARGENT 1 CLASSROOM LOCK LEVER US26D SARGENT WASH ROOM ACCESSORY SCHEDULE SHEET TITLE 1 WALL STOP 409 US32D ROCKWOOD DESCRIPTION TYPE MANUFACTURER MODEL COUNT COMMENTS Schedules NOTE: L-SERIES MORTIES LOCKS ARE TO BE INSTALLED ON EXTERIOR DOORS AND 36" 1 1/4" DIAMETER STAINLESS STEEL BOBRICK WASHROOM EQUIPMENT, B-5806X36 B-5806 SERIES 2 STAINLESS STEEL SATIN FINISH INTERIOR DOORS WITH CARD READERS. AL-SERIES CYLINDRICAL LOCKS ARE TO BE GRAB BAR WITH STEEL FLANGE INC. OR EQUIVALENT INSTALLED ON ALL OTHER INTERIOR DOORS. E-SERIES CORES ARE TO BE USED. 42" 1 1/4" DIAMETER STAINLESS STEEL BOBRICK WASHROOM EQUIPMENT, 1 GRAB BAR WITH STEEL FLANGE B-5806X42 INC. OR EQUIVALENT B-5806 SERIES 2 STAINLESS STEEL SATIN FINISH 18" 1 1/4" DIAMETER STAINLESS STEEL BOBRICK WASHROOM EQUIPMENT, GRAB BAR WITH STEEL FLANGE B-5806.99X18 INC. OR EQUIVALENT B-5806 SERIES 2 STAINLESS STEEL SATIN FINISH

d BOBRICK WASHROOM EQUIPMENT,

n TISSUE DISPENSER B-2888 B-2888 SERIES 2 STAINLESS STEEL SATIN FINISH

r INC. OR EQUIVALENT

k BOBRICK WASHROOM EQUIPMENT, _ MIRROR, 24" X 36" h 24" X 36" B-290 SERIES 2 STAINLESS STEEL SATIN FINISH

c INC. OR EQUIVALENT

_ s TRIM-LINE-SERIES RECESSED BOBRICK WASHROOM EQUIPMENT, e

c i B-3513 B-3513 SERIES 1 STAINLESS STEEL SATIN FINISH v SANITARY NAPKIN DISPOSAL INC. OR EQUIVALENT

_ SHEET NUMBER

M P NOTE: PAPER TOWEL AND SOAP DISPENSERS ARE PART OF CITY PURCHASING SERVICE AGREEMENT WITH VENDOR.

/ 2 D A-601 1 1/8" = 1'-0" FIRST FLOOR LIGHTING PLAN 4 C1 C1 C1 Conference R. 333 33 33 33 107 C1 C1 C1 33 33

D PC 5 C1 LV C1 1C1 C1 1 33 33 Waiting 131 31 33 101 C1 X1 33 33 33 C1 C1 Y1 1 33 33 33 X1 C1 C1 33 Y1 33 33 33 5 33 A B Copyright © Davis Design All Rights Reserved Drawing # From Sheet DrawingTitle Drawn by: Job# IssueDate: PROJECTINFORMATION CLIENT INFORMATION Services City of Lincon Parking Firt Floor Lighting Plan New Command Center Lincoln,NE 68508 1120N Street E-102.1 JDW 17-0174 02/01/19 Lincoln

for CAuse: 1221 N Street, Suite 600 Lincoln NE 68508 Phone 402-476-9700 Fax 402-476-9722 Vermillion 15 East Main, Suite 201 Vermillion SD 57069 Phone 605-624-1081