Murphy HQ by Elizabeth Michaels

12/1/2015 5:23:55 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

Murphy USA 200 Peach Street El Dorado, AR 71730

Project Team Architect Westlake Reed Leskosky 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

HEADQUARTERS RENOVATION

Structural Engineers Westlake Reed Leskosky 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

BID/PERMIT SET 12/01/2015 Architectural Symbol Legend

Project Description COMPLETE INTERIOR RENOVATION OF EXISTING 140,000 SF, 4-STORY HEADQUARTERS FOR MURPHY USA. RENOVATION INCLUDES REDISTRIBUTION OF OFFICE DEPARTMENTS, OPEN OFFICE SPACE, VENDOR DEMONSTRATION AREA, PROTOTYPE STORE (N.I.C.), AND UPDATED AMENITIES SUCH AS A CAFETERIA, VENDING, TRAINING ROOMS, EXTERIOR PATIO IMPROVEMENTS AND CONFERENCE/TEAMING SPACES.

Room name

ROOM TAG WITH AREA

101

R101

150 SF

View Name 1/8" = 1'-0"

REFERENCE SHEET

NEW COLUMN CENTER LINE THE BUILDING IS OCCUPANCY GROUP B BUSINESS. THERE IS NO PROPOSED CHANGE IN BUILDING USE GROUP. THERE ARE ACCESSORY PA AND M GROUPS ON THE FIRST FLOOR, BUT NO MIXED OCCUPANCIES. THE FLOOR AREA AND SO OCCUPANCY COUNT IS BEING SLIGHTLY INCREASED DUE TO A PATIO ENCLOSURE AND A CONFERENCE ROOM STRUCTURE ON FLOORS 2-4 . THE BUILDING IS FULLY SPRINKLERED EXCEPT AT ATRIUM CEILING. THE ATRIUM SMOKE EXHAUST SYSTEM IS BEING UPGRADED TO MEET CURRENT CODE. A FORMAL ANAYLSIS HAS BEEN GENERATED BASED ON A COMPUTATIONAL MODEL WHICH SERVED AS A BASIS OF DESIGN WHICH IS AVAILABLE FOR REVIEW IN THE SPECIFICATION APPENDIX.

EXISTING COLUMN CENTER LINE

NEW WALL

CONTRACT LIMIT LINE

EXISTING WALL

SIM

1 A101

DEMOLITION

CALLOUT TAG 1

1 A101

1 HOUR RATED WALL

SIM

DETAIL CUT

A101

Vicinity Map

DETAIL VIEW TAG

2 HOUR RATED WALL

SIM

BUILDING SECTION CUT SIM

WALL SECTION CUT WALL TYPE

A301

DOOR TYPE

WINDOW TYPE

Name Elevation

ELEVATION LEVEL

INTERIOR ELEVATION TAG

EXTERIOR ELEVATION TAG

A101

101

3 HOUR RATED WALL

XX.XXX ?

PROJECT SITE

KEYNOTE TAG CSI DIVISION

CODE REFERENCES

Drawn by:

Checked by:

Checker

Architectural Abbreviation Legend AFF. ACOUST. ACOUST. ACP ACT AWC AWF AWP ADJ. SH. A/C AHU ALT. AL. ALUM. AB. L APPROX. ARCH. A.D. ASPH. ASSY. @ AUTO AWN. AESS

ABOVE FINISHED FLOOR ACOUSTIC ACOUSTICAL ACOUSTICAL CEILING PANEL ACOUSTICAL CEILING TILE ACOUSTICAL WALL CARPET ACOUSTICAL WALL FABRIC ACOUSTICAL WALL PANEL ADJUSTABLE SHELF AIR CONDITIONING AIR HANDLING UNIT ALTERNATE ALUMINUM ALUMINUM ANCHOR BOLT ANGLE APPROXIMATE ARCHITECT ASH DUMP ASPHALT ASSEMBLY AT, ABOUT, AROUND AUTOMATIC AWNING ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

BALC. B BSMT BATH. BM B.R. BMRK BLK BLKG BD BK.SH. BOTT. BRKT. BR B.C. BLDG. BLT-IN BUR

BALCONY BASE BASEMENT BATHROOM BEAM BEDROOM BENCH MARK BLOCK BLOCKING BOARD BOOK SHELVES BOTTOM BRACKET BRICK BROOM CLOSET BUILDING BUILT IN BUILT-UP ROOF

CAB. C CPT CSMT C.I. CB CLG CEM CL CER C.T. CO CLR CLO COL CBP CONC CMU CONST. CONT. CONTR C.J. COP C.G. CORR. CTR CSMS CSWS CRS. CC

CABINET CARPET CARPET CASEMENT CAST IRON CATCH BASIN CEILING CEMENT CENTER LINE CERAMIC CERAMIC TILE CLEAN OUT OR CASED OPENING CLEAR CLOSET COLUMN COMPOSITE BUILDING PANELS CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION CONTINUOUS CONTRACTOR CONTROL JOINT COPPER CORNER GUARD CORRIDOR COUNTER COUNTERSUNK METAL SCREW COUNTERSUNK WOOD SCREW COURSES CUBICLE CURTAIN

DL DET DIA DIFF DIM DO DR DP DH DN DS D DWR DWG DWGS DF DUP.

DEAD LOAD DETAIL DIAMETER DIFFUSER DIMENSION DITTO DOOR DOOR PROTECTOR DOUBLE HUNG DOWN DOWN SPOUT DRAIN DRAWER DRAWING DRAWINGS DRINKING FOUNTAIN DUPLICATOR

EA E E.W.C. ELEC. ELECT. ELEV. ELEV. EMERG EG ENGR EQ. EQUIP EXIST. E.T.R. EXP EB EXP JT EXPC EXT. E.I.F.S.

EACH EAST ELECTRIC WATER COOLER ELECTRICAL ELECTRICAL ELEVATION ELEVATOR EMERGENCY END GUARD ENGINEER EQUAL EQUIPMENT EXISTING EXISTING TO REMAIN EXPANSION EXPANSION BOLT EXPANSION JOINT EXPOSED CONSTRUCTION EXTERIOR EXTERIOR INSULATION AND FINISH SYSTEM

FWC FWS FT F.N.D. F.N.DISP. FG F.V. FIN F.G. FDV F.E. FEC FHC FP FP FIX FLASH. FLEX. FL F.D. FD FLUOR FT. FTG. FDN. FR'MG FURN

FABRIC WALL COVERING FABRIC WALL SYSTEM FEET FEMININE NAPKIN DISPENSER FEMININE NAPKIN DISPOSAL FIBER GLASS FIELD VERIFY FINISH FINISH GRADE FIRE DEPARTMENT VALVE FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FIREPROOF FIREPROOFING FIXTURE FLASHING FLEXIBLE FLOOR FLOOR DRAIN FLOOR DRAIN FLUORESCENT FOOT FOOTING FOUNDATION FRAMING FURNACE

GA GALV GEN. GL GLB G.B. GR GT GFI

GAGE GALVANIZED GENERATOR GLASS GLASS BLOCK GRAB BAR GRADE GRANITE TILE GROUND FAULT CIRCUIT INTERRUPTER GUTTER GYPSUM BOARD

GUTT GYP. BD. HR HDW HD WD HD HVAC

H.P. HC HM HORIZ HB HOSP HC HB HR

HAND RAIL HARDWARE HARDWOOD HEAD HEATING, VENTILATING, AND AIR CONDITIONING HEIGHT HEIGHT HIGH PERFORMANCE ARCHITECTURAL COATING HIGH POINT HOLLOW CORE HOLLOW METAL HORIZONTAL HOSE BIBB HOSPITAL HOT AND COLD HOSE BIBB HOUR

IN INFO I.D. INS INSUL. IR INT

INCH INFORMATION INSIDE DIAMETER INSULATED INSULATION INTEGRAL RESILIENT BASE INTERIOR

JAN. JT. JST

JANITOR JOINT JOIST

LAB LAM LC LAV LT.

LABORATORY LAMINATE LAUNDRY CHUTE LAVATORY LIGHT

HGT. HT HPAC

LIN. DIFF. LIN LL LLV L.P.

LINEAR DIFFUSER LINEN CLOSET LIVE LOAD LONG LEG VERTICAL LOW POINT

MACH. MH MFD MFR MT MK MB MAS'Y M.O. MAT'L MAX. MECH. M.C. MEMB. MTL MFTSM MIN. MIN MISC MOD MLDG

MACHINE MANHOLE MANUFACTURED MANUFACTURER MARBLE TILE MARK MARKER BOARD MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL MEDICINE CHEST MEMBRANE METAL MINERAL-FILLED THERMOPLASTIC SURFACING MATERIAL MINIMUM MINUTE MISCELLANEOUS MODIFIED MOLDING

NF NOM. N N/A N.I.C. N.T.S NO

NATURAL FINISH NOMINAL NORTH NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE NUMBER

OFF O.C. OPN'G OPP O.H. ORCH. OP OPL O.D. O.H. O.H. OFE

OFFICE ON CENTER OPENING OPPOSITE OPPOSITE HAND ORCHESTRA ORNAMENTAL PAINT ORNAMENTAL PLASTER OUTSIDE DIAMETER OVERHANG OVERHEAD OWNER FURNISHED EQUIPMENT, CONTRACTOR INSTALLED OXYGEN

OXY P P2M

PAINT PAINT TO MATCH, PATCH TO MATCH PT'D. PAINTED PR PAIR PNL PANEL P.T.D. PAPER TOWEL DISPENSER PART'N PARTITION PTC PEDESTRIAN TRAFFIC COATING PERF PERFORATED PCS PIECES PL PLASTIC LAMINATE P.LAM. PLASTIC LAMINATE PLAS PLASTIC OR PLASTER PL PLATE P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P.C. PRECAST CONCRETE PC CONC PRECAST CONCRETE PREFAB PREFABRICATED PRE PREFINISHED PP PRIME PAINT PROD. PRODUCTION PRJ. PROJECTOR SCREEN SCR. QTY Q.T.

QUANTITY QUARRY TILE

R RDWD REF REF REINF REBAR REX REQ'D R RSF RA REV R R&S R.D.

RADIUS REDWOOD REFERENCE REFRIGERATOR REINFORCING REINFORCING BAR REMOVE EXISTING REQUIRED RESILIENT BASE RESILIENT SHEET FLOORING RETURN AIR REVISION RISERS ROD AND SHELF ROOF DRAIN

RM RO R.S. R.S.C.

ROOM ROUGH OPENING ROUGH SAWN ROUGH SAWN CEDAR

SCH SECT SHTHG SHT SH SLV SIM SPR SL GL DR SP S.A.P. S SC SPECS SQ SF SQ FT S&V S.S. STD STL C SJ S STN STOR STRUCT. S4S S1S S3S S2S SUSP SW SYM

SCHEDULE SECTION SHEATHING SHEET SHELF SHORT LEG VERTICAL SIMILAR SINGLE PLY ROOFING SLIDING GLASS DOOR SOLID POLYMER SOUND ABSORTIVE PANELS SOUTH SPECIAL COATING SPECIFICATIONS SQUARE SQUARE FEET SQUARE FEET STAIN AND VARNISH STAINLESS STEEL STANDARD STEEL STEEL CHANNEL STEEL JOIST STONE STONE STORAGE STRUCTURAL SURFACE FOUR SIDES SURFACE ONE SIDE SURFACE THREE SIDES SURFACE TWO SIDES SUSPENDED SWITCH SYMMETRICAL

TB TELE. TV TEMP TEMP TCSS TCS TERR THICK TH'K. T.T.D. T&G T.O.S. T.O.STL. TRD TYP

TACKBOARD TELEPHONE TELEVISION TEMPERED TEMPORARY TERNE COATED STAINLESS STEEL TERNE COATED STEEL TERRAZZO THICK TOILET TISSUE DISPENSER TONGUE AND GROOVE TOP OF SLAB TOP OF STEEL TREAD TYPICAL

U.C. U.C. U.C.R.

UNDER CABINET UNDER COUNTER UNDER COUNTER REFRIGERATOR UNFINISHED UNLESS NOTED OTHERWISE

UNFIN U.N.O. V VAC V.B. VEN VP V.P. V.I.F. VERT. VEST. VCT VWC MAT W.B.R. W CAB WC WP WC WP WRB WP WT WWF W WF WTH WIND. W.O. W/ W/O WD. WP WP

VACUUM VAPOR BARRIER VENEER VENEER PANELING VENEER PLASTER VERIFY IN FIELD VERTICAL VESTIBULE VINYL COMPOSITION TILE VINYL WALL COVERING WALK-OFF MAT WALL BUMPER RAIL WALL CABINET WALL CARPET WALL PROTECTOR WATER CLOSET WATER PROOF WATER RESISTANT CEMENT BOARD WEATHER PROOF WEIGHT WELDED WIRE FABRIC WEST WIDE FLANGE WIDTH WINDOW WINDOW OPENING WITH WITHOUT WOOD WOOD PANELING WORK POINT

APPLICABLE BUILDING CODE:

2012 ARKANSAS FIRE PREVENTION CODE VOL II

ZONING CODE:

CITY OF EL DORADO ZONING CODE

ACCESSIBILITY CODE:

2012 ARKANSAS FIRE PREVENTION CODE VOL II

FIRE CODE:

2012 ARKANSAS FIRE PREVENTION CODE VOL I

MECHANICAL CODE:

ARKANSAS STATE MECHANICAL CODE

PLUMBING CODE:

2006 ICC ARKANSAS SPECIFIC PLUMBING CODE

ELECTRICAL CODE:

ARKANSAS (NATIONAL) ELECTRICAL CODE

ENERGY CODE:

ARKANSAS ENERGY CODE / ASHRAE 90.1 2007 WITH AMMENDMENTS

HEALTH CODE:

2012 ARKANSAS STATE BOARD OF HEALTH RULES AND REGULATIONS PERTAINING TO FOOD ESTABLISHMENTS

SIGNAGE CODE:

CITY OF EL DORADO SIGNAGE ORDINANCE

PRESERVATION CODE:

CITY OF EL DORADO HISTORIC DISTRICT DESIGN GUIDELINES

OTHER:

2006 INTERNATIONAL FUEL GAS CODE

CHAPTER 29

PLUMBING SYSTEMS

TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES OCCUPANCY Business, B WATER CLOSETS 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 LAVATORIES 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 DRINKING FOUNTAINS 1 per 100 OTHER 1 Service Sink MURPHY USA - PLUMBING FIXTURE COUNT REQUIRED FLR. PERSONS WC LAVS B 45 1.80 1.13 1 611 13.22 8.64 2 430 9.60 6.38 3 398 8.96 5.98 417 9.34 6.21 4 T 1901 42.92 28.33

DF 0.45 6.11 4.30 3.98 4.17 19.01

PROVIDED WC LAVS 1 1 13 9 12 8 12 8 15 10 53 36

DF* 1 6 4 4 4 19

*WATER COOLERS WILL BE ADDED TO MEET REQUIREMENTS. NOTE: Occupant load used to calculate plumbing fixtures.

MEP Engineers Westlake Reed Leskosky 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

Civil Engineers

McClelland Consulting Engineers, Inc. 900 West Markham Street Little Rock, Arkansas 72201 501.371.0272

Fire Protection Engineers

Drawing Index GENERAL G-001 COVER SHEET G-100 LIFE SAFETY PLANS G-101 LIFE SAFETY PLANS CIVIL C-101 C-111 C-121 C-131

EXISTING CONDITIONS PLAN EROSION CONTROL & DEMOLITION PLAN UTILITY PLAN & DRAINAGE PLAN CIVIL MISCELLANEOUS DETAILS

STRUCTURAL S-001 GENERAL STRUCTURAL NOTES S-002 GENERAL STRUCTURAL NOTES S-100 BASEMENT PLAN S-101 FIRST FLOOR FRAMING / FOUNDATION PLAN S-101A CANOPY FOUNDATION PLANS S-102 SECOND FLOOR FRAMING PLAN S-102A CANOPY ROOF FRAMING PLANS S-103 THIRD FLOOR FRAMING PLAN S-104 FOURTH FLOOR FRAMING PLAN S-105 ROOF FRAMING PLAN S-501 TYPICAL CONCRETE SECTIONS & DETAILS S-502 CONCRETE SECTIONS & DETAILS S-503 CONCRETE SECTIONS & DETAILS S-504 TYPICAL CONCRETE SECTIONS & DETAILS S-510 COLUMN SCHEDULES, ANCHOR BOLTS & BASE PLATES S-511 TYPICAL STEEL SECTIONS & DETAILS S-512 TYPICAL STEEL SECTIONS & DETAILS S-513 STEEL SECTIONS & DETAILS S-514 STEEL SECTIONS & DETAILS S-515 CANOPY MEMBER GEOMETRY S-516 CANOPY MEMBER GEOMETRY S-517 CANOPY SECTIONS & DETAILS S-518 CANOPY SECTIONS & DETAILS S-520 TYPICAL MASONRY SECTIONS & DETAILS ARCHITECTURAL AD-100 BASEMENT DEMO PLAN AD-101 FIRST FLOOR DEMO PLAN AD-102 SECOND FLOOR DEMO PLAN AD-103 THIRD FLOOR DEMO PLAN AD-104 FOURTH FLOOR DEMO PLAN AD-105 PENTHOUSE DEMO PLAN AD-120 BASEMENT DEMO REFLECTED CEILING PLAN AD-121 FIRST FLOOR DEMO REFLECTED CEILING PLAN AD-122 SECOND FLOOR DEMO REFLECTED CEILING PLAN AD-123 THIRD FLOOR DEMO REFLECTED CEILING PLAN AD-124 FOURTH FLOOR DEMO REFLECTED CEILING PLAN AD-125 PENTHOUSE FLOOR REFLECTED CEILING PLAN A-100 BASEMENT PLAN A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-103 THIRD FLOOR PLAN A-104 FOURTH FLOOR PLAN A-105 PENTHOUSE FLOOR PLAN A-106 ENCLOSED PATIO ALTERNATE A-120 BASEMENT REFLECTED CEILING PLAN A-121 FIRST FLOOR REFLECTED CEILING PLAN A-122 SECOND FLOOR REFLECTED CEILING PLAN A-123 THIRD FLOOR REFLECTED CEILING PLAN A-124 FOURTH FLOOR REFLECTED CEILING PLAN A-125 PENTHOUSE FLOOR REFLECTED CEILING PLAN A-201 EXTERIOR ELEVATIONS A-301 BUILDING SECTIONS A-310 WALL SECTIONS A-401 ENLARGED RESTROOM PLANS & ELEVATIONS A-402 ENLARGED PLANS & ELEVATIONS A-403 ENLARGED PLANS & ELEVATIONS A-411 INTERIOR ELEVATIONS A-412 INTERIOR ELEVATIONS A-421 ENLARGED STAIR PLANS & SECTIONS A-422 ENLARGED STAIR PLANS & SECTIONS A-423 STAIR DETAILS A-431 ENLARGED PLANS & ELEVATIONS - OVAL CONF. A-432 SECTIONS & DETAILS - OVAL CONF. A-441 ENLARGED ELEVATOR PLANS & ELEVATIONS A-501 EXTERIOR DETAILS A-502 EXTERIOR DETAILS A-503 EXTERIOR DETAILS A-511 INTERIOR DETAILS A-512 INTERIOR DETAILS A-513 INTERIOR DETAILS A-531 MILLWORK DETAILS A-532 MILLWORK DETAILS A-533 MILLWORK DETAILS A-561 CEILING DETAILS A-562 CEILING DETAILS A-600 PARTITION TYPES A-610 DOOR AND FRAME SCHEDULE A-615 DOOR HEAD AND JAMB DETAILS INTERIORS I-001 FINISH SCHEDULE I-002 FURNITURE SCHEDULE I-100 BASEMENT FINISH PLAN I-101 FIRST FLOOR FINISH PLAN I-102 SECOND FLOOR FINISH PLAN I-103 THIRD FLOOR FINISH PLAN I-104 FOURTH FLOOR FINISH PLAN I-105 PENTHOUSE FLOOR FINISH PLAN I-200 BASEMENT FURNITURE PLAN I-201 FIRST FLOOR FURNITURE PLAN I-202 SECOND FLOOR FURNITURE PLAN I-203 THIRD FLOOR FURNITURE PLAN I-204 FOURTH FLOOR FURNITURE PLAN

FIRE PROTECTION F-001 FIRE PROTECTION SYMBOL LEGEND, GENERAL NOTES, AND ABBREVIATIONS FD-100 BASEMENT FIRE PROTECTION DEMOLITION PLAN FD-101 FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN FD-102 SECOND FLOOR FIRE PROTECTION DEMOLITION PLAN FD-103 THIRD FLOOR FIRE PROTECTION DEMOLITION PLAN FD-104 FOURTH FLOOR FIRE PROTECTION DEMOLITION PLAN FD-105 PENTHOUSE AND ATRIUM FIRE PROTECTION DEMOLITION PLAN F-100 BASEMENT AND CANOPY FIRE PROTECTION PLAN F-101 FIRST FLOOR FIRE PROTECTION PLAN F-102 SECOND FLOOR FIRE PROTECTION PLAN F-103 THIRD FLOOR FIRE PROTECTION PLAN F-104 FOURTH FLOOR FIRE PROTECTION PLAN F-105 PENTHOUSE AND ATRIUM FIRE PROTECTION PLAN F-501 FIRE PROTECTION DETAILS PLUMBING P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND SCHEDULES PD-100.1 BASEMENT SANITARY, STORM, & VENT PIPING DEMOLITION PLAN PD-100.2 BASEMENT DOMESTIC WATER PIPING DEMOLITION PLAN PD-101.1 FIRST FLOOR SANITARY, STORM, & VENT PIPING DEMOLITION PLAN PD-101.2 FIRST FLOOR DOMESTIC WATER PIPING DEMOLITION PLAN PD-102.1 SECOND FLOOR SANITARY, STORM, & VENT PIPING DEMOLITION PLAN PD-102.2 SECOND FLOOR DOMESTIC WATER PIPING DEMOLITION PLAN PD-103.1 THIRD FLOOR SANITARY, STORM, & VENT PIPING DEMOLITION PLAN PD-103.2 THIRD FLOOR DOMESTIC WATER PIPING DEMOLITION PLAN PD-104.1 FOURTH FLOOR SANITARY, STORM, & VENT PIPING DEMOLITION PLAN PD-104.2 FOURTH FLOOR DOMESTIC WATER PIPING DEMOLITION PLAN P-100.1 BASEMENT SANITARY, STORM, & VENT PIPING PLAN P-100.2 BASEMENT DOMESTIC WATER PIPING PLAN P-101.1 FIRST FLOOR SANITARY, STORM, & VENT PIPING PLAN P-101.2 FIRST FLOOR DOMESTIC WATER PIPING PLAN P-102.1 SECOND FLOOR SANITARY, STORM, & VENT PIPING PLAN P-102.2 SECOND FLOOR DOMESTIC WATER PIPING PLAN P-103.1 THIRD FLOOR SANITARY, STORM, & VENT PIPING PLAN P-103.2 THIRD FLOOR DOMESTIC WATER PIPING PLAN P-104.1 FOURTH FLOOR SANITARY, STORM, & VENT PIPING PLAN P-104.2 FOURTH FLOOR DOMESTIC WATER PIPING PLAN P-501 PLUMBING DETAILS P-502 PLUMBING DETAILS P-901 STACK DIAGRAM MECHANICAL M-001 MECHANICAL SYMBOLS & ABBREVIATIONS MD-100 MECHANICAL BASEMENT FLOOR PLAN - DEMOLITION MD-101 MECHANICAL FIRST FLOOR PLAN - DEMOLITION MD-102 MECHANICAL SECOND FLOOR PLAN - DEMOLITION MD-103 MECHANICAL THIRD FLOOR PLAN - DEMOLITION MD-104 MECHANICAL FOURTH FLOOR PLAN - DEMOLITION MD-105 MECHANICAL PENTHOUSE FLOOR PLAN - DEMOLITION M-100 MECHANICAL BASEMENT FLOOR PLAN - NEW WORK M-101 MECHANICAL FIRST FLOOR PLAN - NEW WORK M-102 MECHANICAL SECOND FLOOR PLAN - NEW WORK M-103 MECHANICAL THIRD FLOOR PLAN - NEW WORK M-104 MECHANICAL FOURTH FLOOR PLAN - NEW WORK M-105 MECHANICAL PENTHOUSE PLAN - NEW WORK MP-100 MECHANICAL PIPING BASEMENT FLOOR PLAN MP-101 MECHANICAL PIPING FIRST FLOOR PLAN MP-102 MECHANICAL PIPING SECOND FLOOR PLAN MP-103 MECHANICAL PIPING THIRD FLOOR MP-104 MECHANICAL PIPING FOURTH FLOOR M-401 MECHANICAL ENLARGED PLAN - SIMILAR EAST AND WEST MECHANCIAL ROOMS M-501 MECHANICAL DETAILS M-502 MECHANICAL DETAILS M-503 MECHANICAL DETAILS M-601 MECHANICAL SCHEDULES M-602 MECHANICAL SCHEDULES M-603 MECHANICAL SCHEDULES M-701 MECHANICAL CONTROLS M-702 MECHANICAL CONTROLS ELECTRICAL E-001 ELECTRICAL GENERAL NOTES E-002 ELECTRICAL SYMBOLS AND ABBREVIATIONS ED-100 BASEMENT ELECTRICAL DEMOLITION PLAN ED-101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN ED-102 SECOND FLOOR ELECTRICAL DEMOLITION PLAN ED-103 THIRD FLOOR ELECTRICAL DEMOLITION PLAN ED-104 FOURTH FLOOR ELECTRICAL DEMOLITION PLAN ED-105 PENTHOUSE ELECTRICAL DEMOLITION PLAN ED-601 DEMO SINGLE-LINE DIAGRAM ED-602 DEMO SINGLE-LINE DIAGRAM EL-100 BASEMENT LIGHTING PLAN EL-101 FIRST FLOOR LIGHTING PLAN EL-102 SECOND FLOOR LIGHTING PLAN EL-103 THIRD FLOOR LIGHTING PLAN EL-104 FOURTH FLOOR LIGHTING PLAN EL-105 PENTHOUSE LIGHTING PLAN EL-611 INTERIOR LIGHTING FIXTURE SCHEDULE EL-612 LIGHTING CONTROL SCHEDULE & TYPICAL CONTROL DIAGRAM EL-613 LIGHTING DETAILS EP-100 BASEMENT POWER PLAN EP-101 FIRST FLOOR POWER PLAN EP-102 SECOND FLOOR POWER PLAN EP-103 THIRD FLOOR POWER PLAN EP-104 FOURTH FLOOR POWER PLAN EP-105 PENTHOUSE POWER PLAN EP-200 BASEMENT MECHANICAL POWER PLAN

EP-201 EP-202 EP-203 EP-204 EP-205 EY-100 EY-101 EY-102 EY-103 EY-104 EY-105 E-401 E-402 E-501 E-502 E-601 E-602 E-612 E-631 E-632 E-633 E-634

FIRST FLOOR MECHANICAL POWER PLAN SECOND FLOOR MECHANICAL POWER PLAN THIRD FLOOR MECHANICAL POWER PLAN FOURTH FLOOR MECHANICAL POWER PLAN PENTHOUSE MECHANICAL POWER PLAN BASEMENT SPECIAL SYSTEMS PLAN FIRST FLOOR SPECIAL SYSTEMS PLAN SECOND FLOOR SPECIAL SYSTEMS PLAN THIRD FLOOR SPECIAL SYSTEMS PLAN FOURTH FLOOR SPECIAL SYSTEMS PLAN PENTHOUSE SPECIAL SYSTEMS PLAN ENLARGED ELECTRICAL ROOM PLANS ENLARGED PLANS ELECTRICAL DETAILS ELECTRICAL DETAILS SINGLE-LINE DIAGRAM SINGLE-LINE DIAGRAM MECHANICAL EQUIPMENT SCHEDULE ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES

Jensen Hughes, Inc. 3610 Commerce Drive, Suite 817 Baltimore, MD 21227 410.737.8677

Landscape Architects P. Allen Smith & Associates P.O. Box 164870 Little Rock, Arkansas 72216 501.376.1894

TELECOMMUNICATION TD-100 BASEMENT TELECOMMUNICATION DEMO PLAN TE-001 TELECOMMUNICATION ABBREVIATIONS, GEN. NOTES, LEGENDS & SYMBOLS TE-100 BASEMENT TELECOMMUNICATION PLANS TE-101 FIRST FLOOR TELECOMMUNICATION PLAN TE-102 SECOND FLOOR TELECOMMUNICATION PLAN TE-103 THIRD FLOOR TELECOMMUNICATION PLAN TE-104 FOURTH FLOOR TELECOMMUNICATION PLAN TE-111 FIRST FLOOR TELECOMMUNICATION RCP TE-112 SECOND FLOOR TELECOMMUNICATION RCP TE-113 THIRD FLOOR TELECOMMUNICATION RCP TE-114 FOURTH FLOOR TELECOMMUNICATION RCP TE-401 WIRING CLOSET 121 PLANS TE-402 WIRING CLOSET 140 PLANS TE-403 WIRING CLOSET 228 PLANS TE-404 WIRING CLOSET 246 PLANS TE-405 WIRING CLOSET 327 PLANS TE-406 WIRING CLOSET 344 PLANS TE-407 WIRING CLOSET 418 PLANS TE-408 WIRING CLOSET 448 PLANS TE-501 TELECOMMUNICATION DETAILS TE-502 TELECOMMUNICATION DETAILS TE-601 TELECOMMUNICATION RISER DIAGRAM AUDIO VISUAL TA-001 AV NOTES TA-101 1ST FLOOR AV WIRING DEVICE PLAN TA-102 2ND FLOOR AV WIRING DEVICE PLAN TA-103 3RD FLOOR AV WIRING DEVICE PLAN TA-104 4TH FLOOR AV WIRING DEVICE PLAN TA-111 1ST FLOOR AV EQUIPMENT PLAN TA-112 2ND FLOOR AV EQUIPMENT PLAN TA-113 3RD FLOOR AV EQUIPMENT PLAN TA-114 4TH FLOOR AV EQUIPMENT PLAN TA-201 1ST FLOOR AV WIRING DEVICE RCP TA-202 2ND FLOOR AV WIRING DEVICE RCP TA-203 3RD FLOOR AV WIRING DEVICE RCP TA-204 4TH FLOOR AV WIRING DEVICE RCP TA-211 1ST FLOOR AV EQUIPMENT RCP TA-212 2ND FLOOR AV EQUIPMENT RCP TA-213 3RD FLOOR AV EQUIPMENT RCP TA-214 4TH FLOOR AV EQUIPMENT RCP TA-301 AV ELEVATIONS TA-501 AV DETAILS TA-511 AV RACK ELEVATIONS TA-601 AV WIRING DEVICE SCHEDULE TA-602 AV WIRING DEVICE SCHEDULE TA-603 AV WIRING DEVICE SCHEDULE TA-604 AV WIRING DEVICE SCHEDULE TA-605 AV WIRING DEVICE SCHEDULE TA-606 AV WIRING DEVICE SCHEDULE TA-611 AV BLOCK DIAGRAM TA-612 AV BLOCK DIAGRAM TA-613 AV BLOCK DIAGRAM TA-614 AV BLOCK DIAGRAM TA-615 AV BLOCK DIAGRAM TA-616 AV BLOCK DIAGRAM TA-621 AV CONDUIT RISER DIAGRAM & SCHEDULE

Murphy USA

Commision # 15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

COVER SHEET

G-001

12/1/2015 4:22:26 PM

1005.3.2 Other egress components. The capacity, in inches (mm), of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant.

CODE SUMMARY CHAPTER 3

USE AND OCCUPANCY (Arkansas Fire Prevention Code Volume II Building)

Exception: For other than Group H and I-2 occupancies, the capacity, in inches (mm), of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2.

302 CLASSIFICATION 304 Business Group (B) CHAPTER 4

SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Arkansas Fire Prevention Code Volume II Building)

1005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall not be less than the sum of the required capacities for the two adjacent stories.

404 ATRIUMS 404.3 Automatic sprinkler protection. An approved automatic sprinkler system shall be installed throughout the entire building.

404.5 Smoke control. A smoke control system shall be installed in accordance with Section 909.

Exceptions: 1.

Exception: A fire barrier is not required where a glass wall forming a smoke partition is provided. The glass wall shall comply with all of the following: 1. Automatic sprinklers are provided along both sides of the separation wall and doors, or on the room side only if there is not a walkway on the atrium side. The sprinklers shall be located between 4 inches and 12 inches (102 mm and 305 mm) away from the glass and at intervals along the glass not greater than 6 feet (1829 mm). The sprinkler system shall be designed so that the entire surface of the glass is wet upon activation of the sprinkler system without obstruction; 1.1. The glass wall shall be installed in a gasketed frame in a manner that the framing system deflects without breaking (loading) the glass before the sprinkler system operates; and Where glass doors are provided in the glass wall, they shall be either self-closing or automatic-closing.

Exceptions: 2. Where the ceiling of the atrium is more than 55 feet (16 764 mm) above the floor, sprinkler protection at the ceiling of the atrium is not required. TYPES OF CONSTRUCTION (Arkansas Fire Prevention Code Volume II Building)

CONSTRUCTION TYPE: I-B TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT Primary structural frame (see Section 202) Bearing walls f,g Exterior Interior Nonbearing walls and partitions Exterior Nonbearing walls and partitions e Interior Floor construction and associated secondary members (see Section 202) Roof construction and associated secondary members (see Section 202)

TYPE I A B a a 3 2 3a 3

2a 2

TYPE II Ad B 1 0 1 1

0 0

TYPE III Ad B 1 0 2 1

TYPE IV HT HT

2 0

2 1/HT

TYPE V Ad B 1 0 1 1

0 0

See Section 602.4.6

11/2 b

1b,c

FIRE AND SMOKE PROTECTION FEATURES (Arkansas Fire Prevention Code Volume II Building)See Fire Protection Drawings for more information

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 2 " WIDTH PROVIDED = 36"

2. 3.

TOILET

MECH EQUIPMENT ROOM

FIBER TELECOM

MEANS OF EGRESS (Arkansas Fire Prevention Code Volume I Fire)

1003 GENERAL MEANS OF EGRESS 1003.3 Protruding objects. Protruding objects shall comply with the requirements of Sections 1003.3.1 through 1003.3.4. 1003.3.1 Headroom. Protruding objects are permitted to extend below the minimum ceiling height required by Section 1003.2 provided a minimum headroom of 80 inches (2032 mm) shall be provided for any walking surface, including walks, corridors, aisles and passageways. Not more than 50 percent of the ceiling area of a means of egress shall be reduced in height by protruding objects.

Checked by:

1 MAIL ROOM MAIN ELECTRICAL

Accessory storage areas, mechanical equipment room Business area Assembly (Unconcentrated) Mercantile

300 gross 100 gross 15 net 60 gross

Exception: Where approved by the building official , the actual number of occupants for whom each occupied space, floor or building is designed, although less than those determined by calculation, shall be permitted to be used in the determination of the design occupant load .

15 BUILDING OPERATIONS/ MECHANICS

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 0 " WIDTH PROVIDED =

TRAVEL DISTANCE: 135' < 300'

Drawn by:

1005 EGRESS WIDTH 1005.1 Minimum required egress width. The means of egress width shall not be less than required by this section. 1005.3.1 Stairways. The capacity, in inches (mm), of means of egress stairways shall be calculated by multiplying the occupant load served by such stairway by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than one story, only the occupant load of each story considered individually shall be used in calculating the required capacity of the stairways serving that story. Exception: For other than Group H and I-2 occupancies, the capacity, in inches (mm), of means of egress stairways shall be calculated by multiplying the occupant load served by such stairway by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2.

DOOR TAG

1-HR RATED WALL 2-HR RATED WALL 3-HR RATED WALL

00 BASEMENT - LIFE SAFETY

1/16" = 1'-0"

EGRESS OCCUPANCY LOAD

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 24 " WIDTH PROVIDED = 72"

160

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 5 " WIDTH PROVIDED = 72"

ENCLOSED PATIO

BASEMENT LEVEL

FIRST FLOOR

611

SECOND FLOOR

430

THIRD FLOOR

399

FOURTH FLOOR

417

COVERED PATIO

PENTHOUSE LEVEL

TOTAL: FROM ABOVE

In other than Group R-1 occupancies, the minimum widths shall not apply to interior egress doors within a dwelling unit or sleeping unit that is not required to be an Accessible unit, Type A unit or Type B unit. Door openings required to be accessible within Type B units shall have a minimum clear width of 31.75 inches (806 mm).

1008.1.1.1 Projections into clear width. There shall not be projections into the required clear width lower than 34 inches (864 mm) above the floor or ground. Projections into the clear opening width between 34 inches (864 mm) and 80 inches (2032 mm) above the floor or ground shall not exceed 4 inches (102 mm).

121

FROM BELOW DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 19 " WIDTH PROVIDED = 36" STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 25 " WIDTH PROVIDED = 44" DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 11 " WIDTH PROVIDED = 36"

TRAINING B USE GROUP A (ACCESSORY) AREA < 10%

108

USE GROUP A (ACCESSORY) AREA < 10%

NW STAIR 1

REF KITCHEN

121

VESTIBULE

8 71

STORAGE A

STORAGE B

160

NE STAIR 2

STORAGE

WOMENS TOILET

CONFERENCE

OFFICE WIRING CLOSET ELEC.

COPY

OFFICE

FEC2 MENS TOILET

CONFERENCE

10 27

12 OPEN WORKSTATION AREA

OPEN WORKSTATION AREA

Exist Access Travel Distance (w/Sprinkers) = 300'

1021 NUMBER OF EXITS AND CONTINUITY 1021.1 Exits from stories. All spaces within each story shall have access to the minimum number of approved independent exits as specified in Table 1021.1 based on the occupant load of the story . For the purposes of this chapter, occupied roofs shall be provided with exits as required for stories.

Exceptions:

34 11

Murphy USA

ATRIUM

TRAVEL DISTANCE: 125' < 300'

23 11

OFFICE

Exit access stairways and ramps that comply with Exception 3 or 4 of Section 1016.1 shall be permitted to provide the minimum number of approved independent exits required by Table 1021.1 on each story .

22 OFFICE

COPY

OFFICE

3 13 MENS TOILET

Minimum number of exits (per story) 2 3 4

7 FIRE AND SMOKE PROTECTION FEATURES 715.1 General. Joints installed in or between fire-resistance-rated walls, floor or floor/ceiling assemblies and roofs or roof/ceiling assemblies shall be protected by an approved fire-resistant joint system designed to resist the passage of fire for a time period not less than the required fire-resistance rating of the wall, floor or roof in or between which it is installed. Fire-resistant joint systems shall be tested in accordance with Section 715.3. Exception: Fire-resistant joint systems shall not be required for joints in all of the following locations: 1. Floors within a single dwelling unit. 2. Floors where the joint is protected by a shaft enclosure in accordance with Section 713. 3. Floors within atriums where the space adjacent to the atrium is included in the volume of the atrium for smoke control purposes. 4. Floors within malls. 5. Floors and ramps within open and enclosed parking garages or structures constructed in accordance with Sections 406.5 and 406.6, respectively. 6. Mezzanine floors. 7. Walls that are permitted to have unprotected openings. 8. Roofs where openings are permitted. 9. Control joints not exceeding a maximum width of 0.625 inch (15.9 mm) and tested in accordance with ASTM E 119 or UL 263.

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 15 " WIDTH PROVIDED = 36" STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 20 " WIDTH PROVIDED = 44" DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 12 " WIDTH PROVIDED = 36"

1016 EXIT ACCESS TRAVEL DISTANCE 1016.1 Travel distance limitations Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story along the natural and unobstructed path of egress travel to an exterior exit door at the level of exit discharge, an entrance to a vertical exit enclosure, an exit passageway, a horizontal exit, an exterior exit stairway or an exterior exit ramp, shall not exceed the distances given in Table 1016.1.

Occupant Load 1-500 501-1,000 More than 1,000

OFFICE

FEC1

MECH

1,908

100

DINING ROOM TRAINING A

Exception: Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the floor.

USE GROUP A (ACCESSORY) AREA < 10%

OFFICE

STORAGE

ELEVATOR 1

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 24 " WIDTH PROVIDED = 44"

MURPHY USA STORE

MECH

JAN.

47 34

58 9

FEC1

SE STAIR 4

LOBBY TOILET ROOM

106

CONFERENCE

VENDOR CONFERENCE

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 8 " WIDTH PROVIDED = 36

128

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 13 " WIDTH PROVIDED = 36

CUSTOMER EXPERIENCE

01 FIRST FLOOR - LIFE SAFETY

102

Westlake Reed Leskosky

1/16" = 1'-0"

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 13 " WIDTH PROVIDED = 36

LOBBY OPEN WORKSTATION AREA

120

ELEC.

USE GROUP M (ACCESSORY) AREA < 10%

Commision # 15054.00 200 Peach Street El Dorado, AR 71730

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 18 " WIDTH PROVIDED = 36

ELEVATOR 2

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 11 " WIDTH PROVIDED = 36"

OFFICE

FILE/ WORK WIRING CLOSET

WOMENS TOILET

Maximum Design Occupant Load Basement - 7,811 GSF First Floor - 34,913 GSF Second Floor - 32,983 GSF Third Floor - 31,750 GSF Fourth Floor - 30,572 GSF Penthouse Level - 4,796 GSF

FIRE EXTINGUISHER IN CABINET

FEC

PRINT ROOM

FEC2

Checker

1004 OCCUPANT LOAD 1004.1 Design occupant load

FIRE EXTINGUISHER WALL MOUNTED WITH BRACKET

ELEV. EQUIP.

Exception: Door closers and stops shall not reduce headroom to less than 78 inches (1981 mm). A barrier shall be provided where the vertical clearance is less than 80 inches (2032 mm) high. The leading edge of such a barrier shall be located 27 inches (686 mm) maximum above the floor.

CARD READER

OFFICE

CHAPTER 10

EGRESS PATH OR EXIT

Width of door leaves in revolving doors that comply with Section 1008.1.4.1 shall not be limited.

Exterior door openings in dwelling units and sleeping units, other than the required exit door, shall not be less than 76 inches (1930 mm) in height.

CONVERGENCE LOAD

TRAVEL DISTANCE

Door openings to storage closets less than 10 square feet (0.93 m2) in area shall not be limited by the minimum width.

OCCUPANT LOAD

STORAGE

Door openings to resident sleeping units in Group I-3 occupancies shall have a clear width of not less than 28 inches (711 mm).

Door openings within a dwelling unit or sleeping unit shall not be less than 78 inches (1981 mm) in height.

The minimum and maximum width shall not apply to door openings that are not part of the required means of egress in Group R-2 and R-3 occupancies.

UNOCCUPIED

RECEIVING

Exceptions: 1.

00 5

1008 DOORS, GATES AND TURNSTILES 1008.1.1 Size of doors. The minimum width of each door opening shall be sufficient for the occupant load thereof and shall provide a clear width of 32 inches (813 mm). Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). Where this section requires a minimum clear width of 32 inches (813 mm) and a door opening includes two door leaves without a mullion, one leaf shall provide a clear opening width of 32 inches (813 mm). The maximum width of a swinging door leaf shall be 48 inches (1219 mm) nominal. Means of egress doors in a Group I-2 occupancy used for the movement of beds shall provide a clear width not less than 411/2 inches (1054 mm). The height of door openings shall not be less than 80 inches (2032 mm).

8. CHAPTER 7

In buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, the elevator shall not be required on floors provided with a horizontal exit and located at or above the levels of exit discharge.

Exceptions: 1. The clear width of 48 inches (1219 mm) between handrails is not required in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 2. Areas of refuge are not required at stairways in buildings equipped throughout by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 3. The clear width of 48 inches (1219 mm) between handrails is not required for stairways accessed from a horizontal exit. 4. Areas of refuge are not required at stairways serving open parking garages. 5. Areas of refuge are not required for smoke protected seating areas complying with Section 1028.6.2. 6. The areas of refuge are not required in Group R-2 occupancies.

4. For SI: 1 foot = 304.8 mm. a. Roof supports: Fire-resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. b. Except in Group F-1, H, M and S-1 occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire-retardant-treated wood members shall be allowed to be used for such unprotected members. c. In all occupancies, heavy timber shall be allowed where a 1-hour or less fire-resistance rating is required. d. An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for 1-hour fire-resistancerated construction, provided such system is not otherwise required by other provisions of the code or used for an allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2. The 1-hour substitution for the fire resistance of exterior walls shall not be permitted. e. Not less than the fire-resistance rating required by other sections of this code. f. Not less than the fire-resistance rating based on fire separation distance (see Table 602). g. Not less than the fire-resistance rating as referenced in Section 704.10

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 2 " WIDTH PROVIDED = 44"

1007.3 Stairways. In order to be considered part of an accessible means of egress , an exit access stairway as permitted by Section 1016.1 or exit stairway shall have a clear width of 48 inches (1219 mm) minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit .

See Table 602 0

FIRE PUMP

404.6 Enclosure of atriums. Atrium spaces shall be separated from adjacent spaces by a 1-hour fire barrier constructed in accordance with Section 707 or a horizontal assembly constructed in accordance with Section 711, or both.

CHAPTER 6

LIFE SAFETY LEGEND

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 6 " WIDTH PROVIDED = 48"

1007 ACCESSIBLE MEANS OF EGRESS 1007.2.1 Elevators required. In buildings where a required accessible floor is four or more stories above or below a level of exit discharge, at least one required accessible means of egress shall be an elevator complying with Section 1007.4.

404.4 Fire alarm system. A fire alarm system shall be provided in accordance with Section 907.2.14.

1.2.

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 19 " WIDTH PROVIDED = 36

VENDOR CONFERENCE

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 25 " WIDTH PROVIDED = 44"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

LIFE SAFETY PLANS

123

G-100

12/1/2015 4:22:46 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

OFFICE

2 STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 19 " WIDTH PROVIDED = 44"

VP OFFICE

OFFICE

CONTROLLER

OFFICE

TREASURY

9 DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 15 " WIDTH PROVIDED = 36"

EXPANSION

FILES/ WORK

CHECK ROOM NW STAIR 1

NE STAIR 2

2 94

AUDIT

OFFICE

CORRIDOR

ROOF

FILE/ WORK

OUTSIDE AUDITORS

WOMENS TOILET TEAMING

CONFERENCE

COPY

OFFICE

COFFEE/ KITCHEN

FEC2

MECH

2 53

ELEC.

CATWALK

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 12 " WIDTH PROVIDED = 36"

MENS TOILET

WIRING CLOSET

CONFERENCE

UNOCCUPIED

OCCUPANT LOAD

U CONFERENCE

LIFE SAFETY LEGEND

REF

COMM.

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 16 " WIDTH PROVIDED = 44"

CONVERGENCE LOAD

VP OFFICE

EGRESS PATH OR EXIT

CATWALK

3 OFFICE

HSSE

10 ROOF

OFFICE

ROOF

OPEN TO BELOW

TRAVEL DISTANCE OFFICE OF THE CEO

OPEN TO BELOW

COPY

OFFICE

2 32

OFFICE

WIRING CLOSET

FIRE EXTINGUISHER WALL MOUNTED WITH BRACKET

CONFERENCE

INSURANCE

CARD READER

FIRE EXTINGUISHER IN CABINET

FEC

7 CONFERENCE

17 ELEVATOR 1

ELEVATOR 2

ELEVATOR 1 MENS TOILET

ELEVATOR PENTHOUSE

MECH

STORAGE -1

FEC2

U STORAGE-2

ELEC.

6 EXECUTIVE VISITING

OFFICE WOMENS TOILET

COPY

TOILET

120

1-HR RATED WALL JAN

TOILET

2-HR RATED WALL

A/V ROOM

LEGAL

3-HR RATED WALL

MEETING CONFERENCE

EXECUTIVE

SE STAIR 4

CONFERENCE

15 STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 24 " WIDTH PROVIDED = 44"

118

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 18 " WIDTH PROVIDED = 36"

ROOF

120

EXECUTIVE BOARDROOM

OFFICE

CONFERENCE

WET BAR

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 19 " WIDTH PROVIDED = 36" STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 25 " WIDTH PROVIDED = 44"

123

70 OFFICE

05 PENTHOUSE FLOOR - LIFE SAFETY PLAN

1/16" = 1'-0"

DOOR TAG

MECH

KITCHEN

U 28

PENTHOUSE STAIR

OFFICE

STORAGE

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 0 " WIDTH PROVIDED =

ELEVATOR 2

TRAVEL DISTANCE: 165' < 300'

04 FOURTH FLOOR - LIFE SAFETY 1/16" = 1'-0"

EGRESS OCCUPANCY LOAD BASEMENT LEVEL

FIRST FLOOR

611

SECOND FLOOR

430

THIRD FLOOR

399

FOURTH FLOOR

417

PENTHOUSE LEVEL

TOTAL:

DIRECTOR'S OFFICE

MANAGER'S OFFICE

DIRECTOR'S OFFICE

NW STAIR 1

2 116

NE STAIR 2

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 20 " WIDTH PROVIDED = 44"

1 MERCHANDISE DISPLAY AREA

MECH

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 12 " WIDTH PROVIDED = 36"

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 15 " WIDTH PROVIDED = 36"

COFFEE/ KITCHEN

SR. DIRECTOR'S OFFICE

NW STAIR 1

100

FEC2 TEAMING

GUEST OFFICE

OPEN WORKSTATION AREA

TEAMING

MANAGER OFFICE

OPEN WORKSTATION AREA

SR. DIRECTOR'S OFFICE

FILES/ STORAGE

OPEN TO BELOW 16

TEAMING

WOMENS TOILET

DATA CENTER

MANAGER'S OFFICE

MENS TOILET

TEAMING

OPEN WORKSTATION AREA

OPEN TO BELOW

SR. DIRECTOR'S OFFICE

Commision # 15054.00 200 Peach Street El Dorado, AR 71730

2 TEAMING

CONFERENCE

TRAVEL DISTANCE: 125' < 300'

ELEVATOR 2

MENS TOILET

SR. MANAGER'S OFFICE

MANAGER'S OFFICE

U ELEVATOR 1

CONFERENCE

VP OFFICE

WIRING CLOSET

Murphy USA

TEAMING

2 SR. VP OFFICE

DIRECTOR'S OFFICE

CONFERENCE

WIRING CLOSET

Westlake Reed Leskosky

ELEVATOR 2

ELEVATOR 1

MENS TOILET

FEC2

ELEC.

ADMINISTRATIVE ASSISTANT

TEAMING

COFFEE

MANAGER'S OFFICE

REF

MECH

FEC1

SR. DIRECTOR' S OFFICE

U FEC2

WOMENS TOILET

35 1

ADMINISTRATIVE ASSISTANT

JAN

WOMENS TOILET

TEAMING

FEC1

106

103

102 COPY

MANAGER'S OFFICE

106

25 VP OFFICE

HUDDLE SR. MANAGER'S OFFICE

SE STAIR 4

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 16 " WIDTH PROVIDED = 36"

102

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 21 " WIDTH PROVIDED = 44"

103

02 SECOND FLOOR - LIFE SAFETY 1/16" = 1'-0"

ELEC.

DIRECTOR'S OFFICE

MECH

2 COPY

FILES/ STORAGE

JAN

121

48 DIRECTOR'S OFFICE

OPEN WORKSTATION AREA

2 OPEN TO BELOW

SE STAIR 4

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 19 " WIDTH PROVIDED = 36"

2 DIRECTOR'S OFFICE

TEAMING

DIRECTOR'S OFFICE

03 THIRD FLOOR - LIFE SAFETY

FEC1

COATS

DIRECTOR'S OFFICE

SR. DIRECTOR'S OFFICE

OPEN WORKSTATION AREA

MANAGER'S OFFICE

ENGINEERING CONFERENCE

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 16 " WIDTH PROVIDED = 36"

KITCHEN

COATS

106

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 16 " WIDTH PROVIDED = 36"

Drawn by:

55 FILE/ STORAGE

SR. DIRECTOR'S OFFICE

1/16" = 1'-0"

NE STAIR 2

GUEST OFFICE

CONFERENCE

Checked by:

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 22 " WIDTH PROVIDED = 44"

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 16 " WIDTH PROVIDED = 36"

MANAGER'S OFFICE

CONFERENCE

OPEN WORKSTATION AREA

HUDDLE

TEAMING

WIRING CLOSET

ELEC.

Checker

MENS TOILET

WIRING CLOSET

TRAVEL DISTANCE: 133' < 300'

PRIVACY

VP OFFICE

FIRE DATA CENTERDATA CENTER SUPPRESSION UPS STORAGE VALVE

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 22 " WIDTH PROVIDED = 44"

106

FEC1

SR. MANAGER'S OFFICE

MECH

36 ELEC.

GUEST OFFICE

WOMENS TOILET SR. MANAGER'S OFFICE

REF

OPEN WORKSTATION AREA

100

COPY

CONFERENCE

SR. DIRECTOR'S OFFICE

COPY

SR. MANAGER'S OFFICE

OPEN WORKSTATION AREA

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 15 " WIDTH PROVIDED = 44"

1,908

FEC2

SR. DIRECTOR'S OFFICE

FEC1

DOOR REQ. WIDTH (PER 1005.1) OL x .15 = 18 " WIDTH PROVIDED = 36"

116

MANAGER'S OFFICE

REF

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 24 " WIDTH PROVIDED = 44"

DIRECTOR'S OFFICE

121

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

LIFE SAFETY PLANS

STAIR REQ. WIDTH (PER 1005.1) OL x .2 = 25 " WIDTH PROVIDED = 44"

TEAMING

G-101

12/1/2015 4:26:13 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - DEMOLITION 1. TOTAL INTERIOR GUT AND REMODEL. REMOVE ALL INTERIOR PARTITIONS, DOORS & HARDWARE, WINDOWS, ATRIUM RAILINGS, TOILET PARTITIONS/ ACCESSORIES, PLUMBING FIXTURES, MILLWORK/ CASEWORK, CEILINGS, LIGHTING, BRANCH DUCTWORK, DIFFUSERS, CONDUITS, PIPING, FLOOR FINISHES, CABLING, ETC. UNLESS NOTED HEREIN. 2. PORTIONS OF CORE ELEMENTS ARE TO BE RETAINED SUCH AS, THE FOUR EXIT STAIRS AND RAILINGS, THE THREE ELEVATORS AND SHAFTS, THE MONUMENTAL STAIR AT ATRIUM, THE CORE MECHANICAL, ELECTRICAL & JANITORIAL ROOMS, THE PERIMETER WALLS OF THE RESTROOMS, THE PENTHOUSE ROOMS AND THE GYPSUM BOARD ENCLOSURE AT INTERIOR COLUMNS (SHOWN HALF-TONE). 3. ALL FINISHES IN THESE CORE SPACES ARE TO BE REMOVED TO STRUCTURE IN PREPARATION FOR NEW FINISHES THROUGHOUT, INCLUDING ELEVATOR CAB FINISHES, ETC. 4. REMOVE ALL ADHESIVES AND RESIDUE FROM FLOORING FINISHES, PATCH AND GRIND CONCRETE SLABS SMOOTH TO PREPARE FOR NEW FINISHES (EXISTING UTILITY TRENCHES TO REMAIN). 5. PATCH AND RESURFACE ALL EXISTING GYPSUM WALLBOARD SURFACES AT INTERIOR OF BUILDING PERIMETER, OUTSIDE FACE OF BUILDING CORES, AND AT ALL COLUMNS UNLESS NOTED OTHERWISE. 6. CONCRETE SLAB REMOVAL REQUIRED TO ACCOMODATE FRAMELESS GLASS DOOR RECESSED HINGES AND CLOSERS INCLUDING REVOLVING DOORS. NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS POWER/DATA TRENCH LOCATIONS. COORDINATE LOCATIONS AND REQUIREMENTS WITH FLOOR PLAN AND DOOR/HARDWARE SCHEDULE. 7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS.

8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

KEYNOTES

0.0 D.004 DN D.007

##.###

DEMO CMU WALL - ALLOW FOR NEW CMU TO BE TOOTHED-IN AND SALVAGE 10" HIGH HEADER BLOCKS FOR RE-USE IF PRACTICAL. REMOVE PORTION OF CONCRETE REQUIRED FOR NEW STRUCTURAL WORK - SEE STRUC.

SERVICE DOCK

DEMOLITION PLAN LEGEND 0.8 1

CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

FIRE PUMP

DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

RECEIVING 5

B01

STG.

STAIRS S-01

MECH. EQUIPMENT ROOM

B14

B02

STG. 8

B05

D.004

ELEV #3

TELEPHONE EQUIPMENT ROOM

LAB

BUILDING SUPPLY

B07

B04

B10

ELEV MACH RM

CORR.

B08

B06

D.004

ELECT. ROOM

D.004

B09

STORAGE RM - 1

Murphy USA

B11

VAULT 17

Checker

B03

Commision #15054.00 200 Peach Street El Dorado, AR 71730

D.007

Checked by:

Westlake Reed Leskosky

20 The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

Drawn by:

Author

BASEMENT DEMO PLAN 1

BASEMENT DEMO PLAN 1/8" = 1'-0"

AD-100

12/1/2015 4:26:23 PM

E.027

D.036

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

D.036

0.0

DEMOLITION PLAN LEGEND

D.036 D.010 D.012

D.011

D.013

CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

D.012

D.041

D.013 D.011

D.011

D.039

GENERAL NOTES - DEMOLITION

D.012

E.025 D.012

DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

D.041

D.030

D.045

D.041

D.030

0.8 1 D.009

D.009

D.010

D.009

2 D.011

D.041 D.011

5 D.003

NW STAIR 1

NE STAIR 2

S-1

S-2

2. PORTIONS OF CORE ELEMENTS ARE TO BE RETAINED SUCH AS, THE FOUR EXIT STAIRS AND RAILINGS, THE THREE ELEVATORS AND SHAFTS, THE MONUMENTAL STAIR AT ATRIUM, THE CORE MECHANICAL, ELECTRICAL & JANITORIAL ROOMS, THE PERIMETER WALLS OF THE RESTROOMS, THE PENTHOUSE ROOMS AND THE GYPSUM BOARD ENCLOSURE AT INTERIOR COLUMNS (SHOWN HALF-TONE). 3. ALL FINISHES IN THESE CORE SPACES ARE TO BE REMOVED TO STRUCTURE IN PREPARATION FOR NEW FINISHES THROUGHOUT, INCLUDING ELEVATOR CAB FINISHES, ETC. 4. REMOVE ALL ADHESIVES AND RESIDUE FROM FLOORING FINISHES, PATCH AND GRIND CONCRETE SLABS SMOOTH TO PREPARE FOR NEW FINISHES (EXISTING UTILITY TRENCHES TO REMAIN). 5. PATCH AND RESURFACE ALL EXISTING GYPSUM WALLBOARD SURFACES AT INTERIOR OF BUILDING PERIMETER, OUTSIDE FACE OF BUILDING CORES, AND AT ALL COLUMNS UNLESS NOTED OTHERWISE. 6. CONCRETE SLAB REMOVAL REQUIRED TO ACCOMODATE FRAMELESS GLASS DOOR RECESSED HINGES AND CLOSERS INCLUDING REVOLVING DOORS. NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS POWER/DATA TRENCH LOCATIONS. COORDINATE LOCATIONS AND REQUIREMENTS WITH FLOOR PLAN AND DOOR/HARDWARE SCHEDULE.

7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS.

8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

D.003

D.018

NW CORE #1

KEYNOTES

D.001

ELEV #3

10 D.017

C-1

NE CORE #2 C-2

D.037

D.001

PERIMETER WALLS AND CENTRAL PLUMBING CHASE WALLS TO REMAIN. REMOVE ALL OTHER COMPONENTS OF THE RESTROOMS INCLUDING FLOORING, TOILET PARTITIONS, PLUMBING FIXTURES, HARDWARE, ACCESSORIES, MIRRORS, COUNTERTOPS, CEILINGS, LIGHTING, DIFFUSERS, WALL TILE, WALLCOVERINGS, ETC.

D.002

REMOVE EXISTING FOUNTAINS AND PLANTERS AT CENTRAL ATRIUM REMOVE EXISTING VESTIBULE WALL AND GLASS SLIDING DOORS MONUMENTAL STAIR - REMOVE ALL FLOOR THINSET TILE, LINEAR METAL SOFFIT/CEILING AND OUTER GLASS RAILING. INNER GLASS RAILING TO REMAIN. REMOVE PORTION OF CONCRETE REQUIRED FOR NEW STRUCTURAL WORK - SEE STRUC. REMOVE EXISTING WINDOW SYSTEM REMOVE EXISTING THINSET TILE REMOVE EXSTING SLAB ON GRADE REMOVE EXISTING PIPE RAILINGS REMOVE EXISTING STAIR REMOVE EXISTING DRINKING FOUNTAIN MODULE SLAB ON GRADE TRENCHING AS REQUIRED FOR ADDITION OF SANITARY LINES TO EXISTING SYSTEM. NOTIFY ARCHITECT OF CONFLICTS WITH EXISTING POWER/DATA FLOOR DISTRIBUTION - SEE PLUM. REMOVE EXISTING DOOR - RETAIN EXISTING DOOR FRAME REMOVE EXISTING RECEPTION DESK REMOVE EXISTING STONE SILL. REMOVE EXISTING FLOOR DRAIN REMOVE AND SALVAGE DOOR AND FRAME AND REMOVE ADJACENT WALLS TO ALLOW FOR NEW AHU SAW CUT 2" FROM TOP OF EXISTING RETAINING WALL TO ALLOW FOR GRANITE CAP SHAFT TO BE FILLED IN. SEE STRUCT. DWGS REMOVE PORTION OF EXISTING RETAINING WALL - SEE STRUC. REMOVE PORTION OF EXISTING CONSTRUCTION REQUIRED TO ALLOW FOR POWER/DATA DROPS. SAW CUT PORTION OF EXISTING STONE SILL TO ACCOmmODATE NEW EXTERIOR DOOR. REFLASH AND SEAL AS REQUIRED AT CUT END. SALVAGE STONE PANEL CLADDING. REINSTALL IN NEW LOCATION. EXISTING COMPOSITE DECK TO REMAIN SALVAGE EXISTING FLOOR DRAIN. REINSTALL IN SAME LOCATION IN NEW SLAB ON GRADE.

D.040

12 D.001

ELEC. CL.

D.003

14 D.006

D.001 D.021

D.006

D.007 D.009 D.010 D.011 D.012 D.013 D.017 D.018

D.021 D.022 D.030 D.036 D.037 D.039 D.040 D.041

D.042 D.045

D.002

21 E.023

##.###

E.025 E.027

D.007

ELEV #1

ELEV #2 ELEC.

D.040

SE CORE #4

SW CORE #3

SLAB DEMO FOR STORE (N.I.C.)

C-3

C-4

D.017 D.037

D.022

Murphy USA

JAN.

D.001

Checker

30 D.018

Commision #15054.00 200 Peach Street El Dorado, AR 71730

D.003

SW STAIR 3

SE STAIR 4

Checked by:

S-3 UP

S-4

E.023

Westlake Reed Leskosky

33 D.003

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FIRST FLOOR DEMO PLAN

Author

D.042

Drawn by:

CD 1

FIRST FLOOR DEMO PLAN 1/8" = 1'-0"

AD-101

12/1/2015 4:26:33 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

0.0

GENERAL NOTES - DEMOLITION

0.8 1

NE STAIR 2 UP

UP S-2

NW STAIR 1 DN

S-1

7 UP

D.001

NW CORE #1

ELEV #3

1. TOTAL INTERIOR GUT AND REMODEL. REMOVE ALL INTERIOR PARTITIONS, DOORS & HARDWARE, WINDOWS, ATRIUM RAILINGS, TOILET PARTITIONS/ ACCESSORIES, PLUMBING FIXTURES, MILLWORK/ CASEWORK, CEILINGS, LIGHTING, BRANCH DUCTWORK, DIFFUSERS, CONDUITS, PIPING, FLOOR FINISHES, CABLING, ETC. UNLESS NOTED HEREIN. 2. PORTIONS OF CORE ELEMENTS ARE TO BE RETAINED SUCH AS, THE FOUR EXIT STAIRS AND RAILINGS, THE THREE ELEVATORS AND SHAFTS, THE MONUMENTAL STAIR AT ATRIUM, THE CORE MECHANICAL, ELECTRICAL & JANITORIAL ROOMS, THE PERIMETER WALLS OF THE RESTROOMS, THE PENTHOUSE ROOMS AND THE GYPSUM BOARD ENCLOSURE AT INTERIOR COLUMNS (SHOWN HALF-TONE). 3. ALL FINISHES IN THESE CORE SPACES ARE TO BE REMOVED TO STRUCTURE IN PREPARATION FOR NEW FINISHES THROUGHOUT, INCLUDING ELEVATOR CAB FINISHES, ETC. 4. REMOVE ALL ADHESIVES AND RESIDUE FROM FLOORING FINISHES, PATCH AND GRIND CONCRETE SLABS SMOOTH TO PREPARE FOR NEW FINISHES (EXISTING UTILITY TRENCHES TO REMAIN). 5. PATCH AND RESURFACE ALL EXISTING GYPSUM WALLBOARD SURFACES AT INTERIOR OF BUILDING PERIMETER, OUTSIDE FACE OF BUILDING CORES, AND AT ALL COLUMNS UNLESS NOTED OTHERWISE. 6. CONCRETE SLAB REMOVAL REQUIRED TO ACCOMODATE FRAMELESS GLASS DOOR RECESSED HINGES AND CLOSERS INCLUDING REVOLVING DOORS. NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS POWER/DATA TRENCH LOCATIONS. COORDINATE LOCATIONS AND REQUIREMENTS WITH FLOOR PLAN AND DOOR/HARDWARE SCHEDULE. 7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS. 8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

10 D.017

KEYNOTES

##.###

NE CORE #2

C-1 D.040

C-2

D.037

D.001

D.006

MONUMENTAL STAIR - REMOVE ALL FLOOR THINSET TILE, LINEAR METAL SOFFIT/CEILING AND OUTER GLASS RAILING. INNER GLASS RAILING TO REMAIN. REMOVE EXISTING DRINKING FOUNTAIN MODULE REMOVE EXISTING RAILING AT ATRIUM SAW CUT EXISTING SLAB ON METAL DECK TO ALLOW FOR NEW COLUMN CONNECTIONS. COORDINATE REQUIREMENTS WITH STRUCTURAL CONNECTION DETAILS FOR EACH LOCATION. REMOVE AND SALVAGE DOOR AND FRAME AND REMOVE ADJACENT WALLS TO ALLOW FOR NEW AHU SHAFT TO BE FILLED IN. SEE STRUCT. DWGS SAW CUT EXISTING CONCRETE SLAB ON METAL DECK FOR NEW SHAFT - SEE MECH.

12 D.001

ELEC. CL.

D.017 D.023 D.029

14 D.037

D.040 D.044

DEMOLITION PLAN LEGEND 17 D.006

CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

19 DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

21 D.023

D.029 TYP.

ELEV #1

ELEV #2

D.001

ELEC.

SE CORE #4

SW CORE #3 D.040 C-3

C-4

D.017 D.037

Murphy USA

JAN.

D.001

D.044

Checker

31 DN

Checked by:

SW STAIR 3 UP

Commision #15054.00 200 Peach Street El Dorado, AR 71730

S-3

SE STAIR 4 S-4

Westlake Reed Leskosky

Author

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

SECOND FLOOR DEMO PLAN

Drawn by:

CD 1

SECOND FLOOR DEMO PLAN 1/8" = 1'-0"

AD-102

12/1/2015 4:26:43 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - DEMOLITION

0.8 1

NE STAIR 2 UP

NW STAIR 1 DN

S-2 DN

S-1

D.001

NW CORE #1

ELEV #3

7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS.

8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

KEYNOTES

10 D.017

C-1

NE CORE #2

D.001

D.006

D.017 D.023 D.029

D.040 C-2

D.037

D.001

ELEC. CL.

##.###

14 D.037

D.040 D.044

DEMOLITION PLAN LEGEND

CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

D.006

DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

21 D.029 D.023

ELEV #1

ELEV #2

D.001

ELEC.

SE CORE #4

SW CORE #3 D.040

C-3

C-4

D.017 D.037

Murphy USA

JAN.

D.001

D.044

Checker

31 DN

Checked by:

SW STAIR 3 UP

S-3

SE STAIR 4 S-4

Westlake Reed Leskosky

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

THIRD FLOOR DEMO PLAN

Author

Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

CD 1

THIRD FLOOR DEMO PLAN 1/8" = 1'-0"

AD-103

12/1/2015 4:26:53 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT A

WW 0.0

GENERAL NOTES - DEMOLITION

0.8 1

NW STAIR 1

NE STAIR 2

S-1

S-2 DN

D.001

NW CORE #1

ELEV #3

KEYNOTES

10 D.017

C-1

NE CORE #2

D.040

C-2

D.037

D.001

D.006

MONUMENTAL STAIR - REMOVE ALL FLOOR THINSET TILE, LINEAR METAL SOFFIT/CEILING AND OUTER GLASS RAILING. INNER GLASS RAILING TO REMAIN. REMOVE EXISTING DRINKING FOUNTAIN MODULE REMOVE EXISTING RAILING AT ATRIUM REMOVE EXISTING COUNTERTOPS REMOVE EXISTING BATHROOM FINISHES REMOVE AND SALVAGE DOOR AND FRAME AND REMOVE ADJACENT WALLS TO ALLOW FOR NEW AHU SHAFT TO BE FILLED IN. SEE STRUCT. DWGS SAW CUT EXISTING CONCRETE SLAB ON METAL DECK FOR NEW SHAFT - SEE MECH. SALVAGE CUSTOM RECESSED DOOR AND FRAME ASSEMBLY .DISMANTLE AND REASSEMBLE IN NEW LOCATION.

12 D.001

ELEC. CL.

D.017 D.023 D.024 D.027 D.037 D.040 D.044 E.014

##.###

DEMOLITION PLAN LEGEND 17 D.006

CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

19 DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

20 D.023

ELEV #1

ELEV #2

D.001

ELEC.

D.024

SW CORE #3

SE CORE #4

D.027

STORAGE

D.040

C-3

COPY

EXECUTIVE KITCHEN

C-4

D.017

PENTHOUSE STAIR

D.024

D.001

D.024

D.027

JAN.

D.044

S-6

MEETING ROOM

4' - 4"

Checked by:

SW STAIR 3

EXECUTIVE DN

Murphy USA

A/V ROOM

D.024

Checker

D.037

EXECUTIVE OFFICE

Commision #15054.00 200 Peach Street El Dorado, AR 71730

EXECUTIVE MEETING ROOM

SE STAIR 4

S-3

S-4

Westlake Reed Leskosky

E.014

EXECUTIVE BOARDROOM D.024 D.024

EXECUTIVE OFFICE

MEETING ROOM

Author

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FOURTH FLOOR DEMO PLAN

Drawn by:

CD 1

FOURTH FLOOR DEMO PLAN 1/8" = 1'-0"

AD-104

12/1/2015 4:27:02 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - DEMOLITION

0.8 1

4. REMOVE ALL ADHESIVES AND RESIDUE FROM FLOORING FINISHES, PATCH AND GRIND CONCRETE SLABS SMOOTH TO PREPARE FOR NEW FINISHES (EXISTING UTILITY TRENCHES TO REMAIN).

5. PATCH AND RESURFACE ALL EXISTING GYPSUM WALLBOARD SURFACES AT INTERIOR OF BUILDING PERIMETER, OUTSIDE FACE OF BUILDING CORES, AND AT ALL COLUMNS UNLESS NOTED OTHERWISE.

7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS.

8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

KEYNOTES

11 D.043

D.044

##.###

REMOVE EXISTING LOUVER FOR NEW LOUVER REPLACEMENT - SEE ROOF PLAN AND MECH. SAW CUT EXISTING CONCRETE SLAB ON METAL DECK FOR NEW SHAFT - SEE MECH.

DEMOLITION PLAN LEGEND

14 CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

24 D.043

D.043

STORAGE-2 P-05

MECH P-04

ELEVATOR PENTHOUSE P-03

MECH 27

P-02

STORAGE -1 P-01

D.044

Murphy USA

Checker

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Checked by:

Westlake Reed Leskosky 33

Author

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

PENTHOUSE DEMO PLAN

Drawn by:

CD 1

PENTHOUSE FLOOR DEMO PLAN 1/8" = 1'-0"

AD-105

12/1/2015 4:27:10 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

KEYNOTES

##.###

0.0

DEMOLITION PLAN LEGEND CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

0.8

DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

RECEIVING 5

B01

STG.

STAIRS S-01

MECH. EQUIPMENT ROOM

B14

B02

STG. 8 B05

TELEPHONE EQUIPMENT ROOM

BUILDING SUPPLY

B07

B10

ELEV MACH RM

CORR.

B08

B06

LAB 12

B04

ELECT. ROOM 14

B09

STORAGE RM - 1

Murphy USA

Checker

B11

VAULT B03

Checked by:

Westlake Reed Leskosky 18

Author

Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

BASEMENT DEMO REFLECTED CEILING PLAN 1

00 BASEMENT EXISTING REFLECTED CEILING PLAN 1/8" = 1'-0"

AD-120

12/1/2015 4:27:26 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - DEMOLITION

D.031

D.020

D.020 D.031

D.031

0.8 1

D.015

3. ALL FINISHES IN THESE CORE SPACES ARE TO BE REMOVED TO STRUCTURE IN PREPARATION FOR NEW FINISHES THROUGHOUT, INCLUDING ELEVATOR CAB FINISHES, ETC.

4. REMOVE ALL ADHESIVES AND RESIDUE FROM FLOORING FINISHES, PATCH AND GRIND CONCRETE SLABS SMOOTH TO PREPARE FOR NEW FINISHES (EXISTING UTILITY TRENCHES TO REMAIN).

5. PATCH AND RESURFACE ALL EXISTING GYPSUM WALLBOARD SURFACES AT INTERIOR OF BUILDING PERIMETER, OUTSIDE FACE OF BUILDING CORES, AND AT ALL COLUMNS UNLESS NOTED OTHERWISE.

ELEV #3

NW CORE #1

6. CONCRETE SLAB REMOVAL REQUIRED TO ACCOMODATE FRAMELESS GLASS DOOR RECESSED HINGES AND CLOSERS INCLUDING REVOLVING DOORS. NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS POWER/DATA TRENCH LOCATIONS. COORDINATE LOCATIONS AND REQUIREMENTS WITH FLOOR PLAN AND DOOR/HARDWARE SCHEDULE. 7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS. 8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

KEYNOTES

NE CORE #2

C-1

C-2

ELEC. CL.

D.015 D.016 D.020 D.031 D.035

##.###

REMOVE EXISTING LINEAR METAL CEILING / SOFFIT REMOVE EXISTING SUSPENDED GYPSUM CEILING REMOVE EXTERIOR STONE PANEL CLADDING REMOVE EXISTING STUCCO SOFFIT AND LIGHT FIXTURES REMOVE EXISTING LIGHT FIXTURES. PATCH AND REPAIR STUCCO SOFFIT - TYP.

DEMOLITION PLAN LEGEND 14 CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

15 D.035

16 DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

D.035

17 D.015

21 D.035 D.016

D.016

D.035

ELEV #1

ELEV #2 ELEC.

SE CORE #4

SW CORE #3

D.016 C-4

C-3

D.015

JAN.

Murphy USA

Checker

D.016

Checked by:

32 D.015

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

Author

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FIRST FLOOR DEMO REFLECTED CEILING PLAN

Drawn by:

D.015

01 FIRST FLOOR EXISTING REFLECTED CEILING PLAN 1/8" = 1'-0"

AD-121

12/1/2015 4:27:42 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - DEMOLITION

D.035

0.8 1

3.9

3. ALL FINISHES IN THESE CORE SPACES ARE TO BE REMOVED TO STRUCTURE IN PREPARATION FOR NEW FINISHES THROUGHOUT, INCLUDING ELEVATOR CAB FINISHES, ETC.

4. REMOVE ALL ADHESIVES AND RESIDUE FROM FLOORING FINISHES, PATCH AND GRIND CONCRETE SLABS SMOOTH TO PREPARE FOR NEW FINISHES (EXISTING UTILITY TRENCHES TO REMAIN).

5. PATCH AND RESURFACE ALL EXISTING GYPSUM WALLBOARD SURFACES AT INTERIOR OF BUILDING PERIMETER, OUTSIDE FACE OF BUILDING CORES, AND AT ALL COLUMNS UNLESS NOTED OTHERWISE.

7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS.

8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

S-2

S-1

NW CORE #1

ELEV #3

NE STAIR 2 NW STAIR 1

KEYNOTES

##.###

NE CORE #2

C-1

C-2

D.015 D.031 D.035

REMOVE EXISTING LINEAR METAL CEILING / SOFFIT REMOVE EXISTING STUCCO SOFFIT AND LIGHT FIXTURES REMOVE EXISTING LIGHT FIXTURES. PATCH AND REPAIR STUCCO SOFFIT - TYP.

ELEC. CL.

DEMOLITION PLAN LEGEND 13 CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

15 DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

16 D.035

D.035

17 D.015

22 D.035

D.035

ELEV #1

ELEV #2 ELEC.

SW CORE #3

SE CORE #4

C-3

C-4

JAN.

Murphy USA

Checker

Checked by:

SW STAIR 3

SE STAIR 4

S-3

S-4

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

35 D.015

Author

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

SECOND FLOOR DEMO REFLECTED CEILING PLAN

Drawn by:

D.035

02 SECOND FLOOR EXISTING REFLECTED CEILING PLAN 1/8" = 1'-0"

D.031

D.035

AD-122

12/1/2015 4:27:59 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - DEMOLITION

D.035

0.8 1

3 3.9

NE STAIR 2 NW STAIR 1

S-2

S-1

NW CORE #1

ELEV #3

7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS.

8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

KEYNOTES

##.###

NE CORE #2

C-1

C-2

ELEC. CL.

D.015 D.035

REMOVE EXISTING LINEAR METAL CEILING / SOFFIT REMOVE EXISTING LIGHT FIXTURES. PATCH AND REPAIR STUCCO SOFFIT - TYP.

DEMOLITION PLAN LEGEND

13 CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

D.035

16 D.035

17 D.015

21 D.035

22 D.035

ELEV #1

ELEV #2 ELEC.

SW CORE #3

SE CORE #4

C-3

C-4

JAN.

Murphy USA

Checker

Checked by:

SW STAIR 3

SE STAIR 4

S-3

S-4

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

Author

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

THIRD FLOOR DEMO REFLECTED CEILING PLAN

Drawn by:

D.035

03 THIRD FLOOR EXISTING REFLECTED CEILING PLAN 1/8" = 1'-0"

D.035

AD-123

12/1/2015 4:28:14 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - DEMOLITION D.035

D.035

0.8 1

3.9

NW STAIR 1

NE STAIR 2

S-1

S-2

3. ALL FINISHES IN THESE CORE SPACES ARE TO BE REMOVED TO STRUCTURE IN PREPARATION FOR NEW FINISHES THROUGHOUT, INCLUDING ELEVATOR CAB FINISHES, ETC.

4. REMOVE ALL ADHESIVES AND RESIDUE FROM FLOORING FINISHES, PATCH AND GRIND CONCRETE SLABS SMOOTH TO PREPARE FOR NEW FINISHES (EXISTING UTILITY TRENCHES TO REMAIN).

5. PATCH AND RESURFACE ALL EXISTING GYPSUM WALLBOARD SURFACES AT INTERIOR OF BUILDING PERIMETER, OUTSIDE FACE OF BUILDING CORES, AND AT ALL COLUMNS UNLESS NOTED OTHERWISE.

ELEV #3

NW CORE #1

7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS.

8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

KEYNOTES

##.###

NE CORE #2

C-1

C-2

D.014 D.016 D.028 D.031 D.035

ELEC. CL. D.038

E.006 E.013 E.014

REMOVE EXISTING SUSPENDED ACOUSTIC TILE CEILING REMOVE EXISTING SUSPENDED GYPSUM CEILING REMOVE EXISTING CEILING TILES - CEILING GRID TO REMAIN REMOVE EXISTING STUCCO SOFFIT AND LIGHT FIXTURES REMOVE EXISTING LIGHT FIXTURES. PATCH AND REPAIR STUCCO SOFFIT - TYP. REMOVE WOOD VENEER ON SOFFIT. PATCH WITH GWB AND PAINT TO MATCH EXISTING CEILING TO REMAIN WOOD PANEL AT DOOR FRAME TO REMAIN SALVAGE CUSTOM RECESSED DOOR AND FRAME ASSEMBLY .DISMANTLE AND REASSEMBLE IN NEW LOCATION.

DEMOLITION PLAN LEGEND

16 CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

D.035

OPEN TO ABOVE

DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

22 D.035

D.035

ELEV #1

ELEV #2 ELEC.

SE CORE #4

SW CORE #3 STORAGE

C-3

COPY

E.006

D.028

EXECUTIVE OFFICE

TOILET D.028

EXECUTIVE KITCHEN

C-4

E.006

D.031

A/V ROOM

PENTHOUSE STAIR

JAN.

S-6

Murphy USA

D.014

TOILET 30

Checker

D.028 D.028

EXECUTIVE

MEETING ROOM EXECUTIVE MEETING ROOM

Checked by:

SW STAIR 3

E.006

D.038

SE STAIR 4

S-3

S-4 E.014

Westlake Reed Leskosky

E.013

33 D.028

EXECUTIVE OFFICE D.016

EXECUTIVE OFFICE

D.016

EXECUTIVE BOARDROOM

D.028

MEETING ROOM

D.016

36 E.006 E.006

Author Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FOURTH FLOOR DEMO REFLECTED CEILING PLAN

37 D.035

04 FOURTH FLOOR EXISTING REFLECTED CEILING PLAN 1/8" = 1'-0"

D.035

AD-124

12/1/2015 5:57:17 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT 0.0

GENERAL NOTES - DEMOLITION 0.8 1

3 3.9

3. ALL FINISHES IN THESE CORE SPACES ARE TO BE REMOVED TO STRUCTURE IN PREPARATION FOR NEW FINISHES THROUGHOUT, INCLUDING ELEVATOR CAB FINISHES, ETC.

4. REMOVE ALL ADHESIVES AND RESIDUE FROM FLOORING FINISHES, PATCH AND GRIND CONCRETE SLABS SMOOTH TO PREPARE FOR NEW FINISHES (EXISTING UTILITY TRENCHES TO REMAIN).

5. PATCH AND RESURFACE ALL EXISTING GYPSUM WALLBOARD SURFACES AT INTERIOR OF BUILDING PERIMETER, OUTSIDE FACE OF BUILDING CORES, AND AT ALL COLUMNS UNLESS NOTED OTHERWISE. 6. CONCRETE SLAB REMOVAL REQUIRED TO ACCOMODATE FRAMELESS GLASS DOOR RECESSED HINGES AND CLOSERS INCLUDING REVOLVING DOORS. NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS POWER/DATA TRENCH LOCATIONS. COORDINATE LOCATIONS AND REQUIREMENTS WITH FLOOR PLAN AND DOOR/HARDWARE SCHEDULE. 7. EXISTING POWER/DATA FLOOR RACEWAYS MUST BE SEALED OFF COMPLETELY USING COMPATIBLE CLOSURE PLATES PER MANUF. REQUIREMENTS PRIOR TO ANY ADJACENT CONCRETE PATCH POURS. 8. ALL EXISTING ATRIUM PLANTERS INCLUDING ASSOCIATED DRAINS ARE TO BE DEMOLISHED. FLOOR TO BE PATCHED TO MAINTAIN 2 HR. RATING - SEE PLUM. DEMO FOR MORE INFO.

KEYNOTES

D.032 D.033

##.###

REMOVE EXISTING LOUVER TO BE REPLACED REMOVE EXISTING SUSPENDED DRUM LIGHTS

D.033

DEMOLITION PLAN LEGEND CONTINUOUS LINE INDICATES EXISTING CONSTRUCTION TO REMAIN

16 D.033

D.033

DASHED LINE INDICATES CONDITION TO BE DEMOLISHED

D.033

ATRIUM

P-10

19 D.033 D.033

D.033

22 D.033 D.033

D.033

24 D.032

MECH STORAGE-2 P-05 ETR

P-04 ETR

ELEVATOR PENTHOUSE P-03 ETR

MECH 27

P-02 ETR

STORAGE -1 P-01 ETR

Murphy USA 30

Checker

Checked by:

Commision # 15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

Author

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

PENTHOUSE FLOOR DEMO REFLECTED CEILING PLAN

Drawn by:

CD 1

05 PENTHOUSE FLOOR DEMO REFLECTED CEILING PLAN 1/8" = 1'-0"

AD-125

SECONDARY 12/1/2015 4:13:15 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - FLOOR PLAN

CC 1.

15' - 0"

2. 3. 4. 5. OPEN TO BELOW 6. 7. 8.

9. 10.

11. 12.

CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND NOTIFY DESIGNER OF ANY DISCREPENCIES BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING WITH ANY WORK. SEE A-600 FOR PARTITION TYPES SEE A-610 FOR DOOR SCHEDULE ALL DIMENSIONS ARE FINISH TO FINISH U.O.N. WHEN PATCHING TO MATCH EXISTING WALLS, THE CONTRACTOR SHALL REPAIR WALLS USING SUCH METHODS AND SUCH MATERIALS TO MAINTAIN THE ORIGINAL FIRE AND SOUNDS RATINGS. ALL ITEMS TO REMAIN THAT ARE DAMAGED BY DEMOLITION OR NEW CONSTRUCTION SHALL BE REFINISHED AND REPAIRED TO MATCH ORIGINAL CONDITION. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT. PROVIDE CONT. 20 GA. SHEET METAL BLOCKING TO ANCHOR WALL MOUNTED ITEMS INCLUDING SHELVING AND CASEWORK U.O.N. ALL FLOOR SLAB PENETRATIONS SHALL BE SEALED WITH U.L. FIRESTOPPING AND/OR CONCRETE TO MAINTAIN FIRE RATING. CONTRACTOR SHALL ENSURE THAT EXISTING GAS, STORMWATER, ELECTRICAL, PHONE, SANITARY, POTABLE AND NON-POTABLE WATER AND ALL OTHER UTILITIES ARE MAINTAINED IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE INSTRUCTED BY OWNER. REPAIR AND REPLACE ANY EXPOSED STRUCTURE OR CONSTRUCTION THAT WAS PREVIOUSLY COVERED WITH FIREPROOFING OR INSTALLED WITH THERMAL INSULATION. SEE SHEET A-106 FOR ALTERNATE #2. REFER TO SPEC SECTION 012300 FOR DESCRIPTION.

SERVICE COURT 75' - 0"

N.I.C. - INDICATES AREA NOT IN CONTRACT

60' - 0"

KEYNOTES

##.###

43 03.005 05.002 05.037 10.004 12.012 26.002 32.001

K A

EXISTING SOUTH CANOPY ROOF SEE LANDSCAPE FOR IMPROVEMENTS

RAISED CONCRETE SLAB - SEE STRUC. STEEL COLUMN W/ HOT DIPPED GALVANIZING AND HIGH PERFORMING COATING - SEE STRUC. CONCRETE FILLED STEEL PIPE BOLLARD CORNER GUARD - STAINLESS STEEL STAINLESS STEEL ENTRANCE FLOOR MAT AND FRAME IN-GRADE LIGHT FIXTURE - SEE ELECTRICAL THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB.

0.0

17' - 3 1/2"

SERVICE DOCK 05.002

3' - 1"

001

30' - 0"

0.8 1

SOUTH CANOPY ROOF PLAN 1/8" = 1'-0"

2 CHILLERS

FIRE PUMP

4 U

05.037

RECEIVING 001

STAIRS S1.0

FIBER TELECOM

SLOPE

32.001

011

010

STORAGE 010

12' - 5"

7' - 9"

9' - 2 1/2"

10 HOT WATER SYSTEMS

CORRIDOR ELEV. EQUIP.

8 03.005 003A

7' - 8"

004

011

19 BAYS @ 5'-0" = 95' - 0"

002

8' - 9"

A-503

30' - 0"

MECH EQUIPMENT ROOM

1' - 11 1/2"

12.012

4 A-403

012

UP A-201

TOILET

S-01

115' - 4 1/2"

SLOPE

15' - 0"

10.004

008

75' - 0"

009

EX2

007B

007

ALIGN

MAIN ELECTRICAL

ALIGN

13 K2

27' - 6" VIF

Checker

26.002 26.002

003

MAIL ROOM

004

30' - 0"

003B

005

REPAIR VAPOR BARRIER AT SLAB AND DAMP/WATERPROOFING AT WALL TO ENSURE CONTINUITY OF MOISTURE RESISTANT SYSTEMS

7' - 2"

18 SEE STRUC.

EX2

3 A-403

Drawn by:

30' - 0"

2 A-403

Commision #15054.00 200 Peach Street El Dorado, AR 71730

BUILDING OPERATIONS/ MECHANICS

EX2

Murphy USA

PRINT ROOM

Checked by:

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

BASEMENT PLAN

1 A-403 19 BAYS @ 5'-0" = 95' - 0"

SOUTH CANOPY FLOOR PLAN 1/8" = 1'-0"

00 BASEMENT 1/8" = 1'-0"

A-100

12/1/2015 4:13:27 PM

SECONDARY 3

A-310

4 A-310

6 A-422

E.024

05.002

4 A-422

5 A-422

E.027

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT MM

07.007

A-201

1 A-106

05.002

07.013

SEE LANDSCAPE DRAWINGS

0.0

A-201

145D

05.016

08.021

133A A

CONFERENCE

3' - 9"

111C

09.013 D1

WOMENS TOILET

105 A

10' - 0"

9' - 1 1/2"

OFFICE

129

131

G1 D1

5' - 10"

111B

07.007

104

08.001 08.004 08.013 08.020

6'-3"

06.008 06.009

07.013 D1

05.011

128

MENS TOILET D1

01.001 01.003 05.002

05.016 05.017

OFFICE

130

138

105

133C

10' - 0"

OFFICE

132

E.003

142

10' - 0"

COPY

132

OFFICE

140

7 A-421

11' - 11"

140

8' - 3"

A-402

06.009

138

WIRING CLOSET

10 A

12' - 7 1/2"

CONFERENCE

S2.1

137B

39' - 1"

ELEC.

133

23' - 4"

18' - 7 1/2"

133B

7 A-401

6' - 5"

7' - 1"

136

133A

A 144

108

143

STORAGE D

142

5' - 0 1/2"

ELEC.

16' - 9 1/2"

KEYNOTES

16' - 3"

14' - 9 1/2"

141 106

143

BREAKOUT

129

11' - 11"

OFFICE

STORAGE

130

6' - 5 1/2"

N.I.C. - INDICATES AREA NOT IN CONTRACT

S-2

19' - 3"

131

E.002

A-411

09.003

11' - 5 1/2"

141

6 A-402

25' - 2 1/2"

11' - 5 1/2"

OFFICE

NE STAIR 2

6' - 9"

26' - 8 1/2" G2

08.021 09.003

09.013

G3 44' - 2"

44' - 2"

36 BAYS @ 5'-0" = 180' - 0"

45' - 2 1/2"

200' - 4 1/2"

27' - 6"

A-411

OPEN WORKSTATION AREA OA-W1

OPEN WORKSTATION AREA

OA-E1

ATRIUM 2' - 6"

111 08.013

05.011

08.013

01.001

20 G3

##.###

137A

08.020

134

134B

135B

KITCHEN

134A

3' - 5 1/2"

135A

12.

01.003 TYP

128

33' - 8"

11.

REF

6' - 8"

137

09.003

1' - 0 1/2" 6' - 9"

VESTIBULE 137E

146B

135

1' - 0 1/2" 145B

146A

6' - 8"

137

DINING ROOM

08.021

6' - 9"

STORAGE B

9. 10.

30' - 0"

STORAGE A

4 A-402

16' - 5 1/2"

146B

S1.1

146A

145A

1' - 0 1/2"

6. 7. 8.

31' - 2 1/2"

32.001

137D

1/8" / 1'-0"

48' - 2 1/2"

44' - 5"

5' - 10"

106

60' - 0"

145B

6' - 9"

MECH

0.8

05.002

1/8" / 1'-0"

TRAINING B

08.001

145A

30' - 0"

E-3

2. 3. 4. 5.

26.001

3' - 5 1/2"

TRAINING A

SERVICE ELEVATOR

05.017

07.013

5' - 0"

05.002 6' - 4"

1 A-502

14' - 7"

EXTERIOR VESTIBULE 137B

3.9

A-201

08.004

1/8" / 1'-0"

S-1

GENERAL NOTES - FLOOR PLAN

32.002 08.004

NW STAIR 1

1/8" / 1'-0"

A-411

05.002

32.005

EJ 07.007

01.003 TYP

A-201

05.016

05.002

25' - 2 1/2"

17' - 6"

05.016

A-201 A-503

157

137C

3' - 1"

ALIGN NEW SLAB TO EXISTING SLAB EDGE

1/8" / 1'-0"

157B

05.016

157D

ENCLOSED PATIO

157A

158

05.002

A-503

157C

145C

05.002

COVERED PATIO 3/8" / 1'-0"

-2' - 6"

SEE LANDSCAPE DRAWINGS

3/8" / 1'-0"

1/8" / 1'-0"

32.002

5 A-502

20' - 5"

07.007

1/8" / 1'-0"

A-201

1" / 1'-0"

SEE LANDSCAPE DRAWINGS

17' - 3 1/2"

47' - 1"

11.002 12.005 12.012 21.003 26.001 32.001 32.002 32.005 E.002 E.003 E.023 E.024 E.027

DASHED LINE INDICATES EDGE OF FLOOR OPENING ABOVE PAINT ALL WALLS AND RAILINGS WITHIN STAIRWELL STEEL COLUMN W/ HOT DIPPED GALVANIZING AND HIGH PERFORMING COATING - SEE STRUC. STEEL COLUMN WITH 2 HR. INTUMESCENT COATING - SEE STRUC. STAINLESS STEEL RAILING 2" X 3/4" BAR STOCK 3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH 1/2" EXTERIOR GRADE PLYWOOD PROVIDE 5/8" FIRE-RETARDANT PLYWOOD SHEATHING REINFORCEMENT FOR WALL MOUNTED DISPLAYS. SEE TA-DWGS FOR MORE INFO. 2" X 3" ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER SEE CIVIL 3.5" X 3.5" SQUARE ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER - SEE CIVIL OPERABLE FOLDING PARTITION SSG ALUMINUM CURTAIN WALL SYSTEM SOLAR CONTROL GLAZING SURFACE FILM ON EXISTING EXTERIOR WINDOWS ACCESSIBLE PUSH BUTTON AUTOMATIC DOOR OPENER AND CARD READER COMBINATION ACCESSIBLE PUSH BUTTON AUTOMATIC DOOR OPENER CUSTOM GRAPHIC / INFOGRAPHIC FULL HEIGHT (+/- 9') WALL COVERING. CONTRACTOR TO INSTALL, OWNER TO PROVIDE GRAPHIC DESIGN. PROVIDE LEVEL 5 GWB FINISH IN PREPARATION FOR ALL GRAPHIC WALL COVERING U.N.O. ADD (1) 5/8" GWB LAYER TO EXISTING PARTITION AND ACOUSTICALLY SEAL ALL GAPS AND PENTRATIONS. COPIER BY OWNER WORKSTATIONS - SEE INTERIORS STAINLESS STEEL ENTRANCE FLOOR MAT AND FRAME EMERGENCY KEY CABINET - COORDINATE LOCATION WITH FIRE MARSHALL LIGHT FIXTURE - SEE ELECTRICAL THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB. THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON NEW CONCRETE SLAB. GRANITE SLAB ON 1/2" SETTING BED EXISTING SERVICE ELEVATOR TO REMAIN EXISTING GYPSUM BOARD COLUMN WRAP TO REMAIN SALVAGE STONE PANEL CLADDING. REINSTALL IN NEW LOCATION. EXISTING FLOOR DRAIN TO REMAIN SALVAGE EXISTING FLOOR DRAIN. REINSTALL IN SAME LOCATION IN NEW SLAB ON GRADE.

152 D1

D1 D1

109

ELEVATOR 1 E-1

D 14' - 1 1/2"

2' - 2 1/2"

13' - 5"

11 1/2"

1 1/2"

8' - 1"

124

123

1 A-513

7' - 6"

12' - 6"

122

13' - 9 1/2"

123

124

125

120

6' - 8"

17' - 3 1/2"

A G1

OFFICE

FILE/ WORK WIRING CLOSET

121

122 A

120

8' - 10 1/2"

ELEC.

57' - 4 1/2"

1 A-441

LOBBY 112 5

A-411

101

A-411

06.009

CONFERENCE

155

154

153

1 A-201

06.009

08.021

VENDOR CONFERENCE

116

117

S4.1

LOBBY TOILET ROOM

SE STAIR 4

114A

S-4

01.003

VENDOR CONFERENCE

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FIRST FLOOR PLAN

TYP

118

15' - 0"

08.013

12.012 15' - 0"

15' - 0"

26.001

Drawn by:

37 21.003

01 FIRST FLOOR 1/8" = 1'-0"

Westlake Reed Leskosky

33 7' - 6 3/8"

Commision #15054.00 200 Peach Street El Dorado, AR 71730

36 08.013

15' - 0"

06.008

19' - 9 1/2"

112C 06.009

112

114

153

154

155

156 156

17' - 4"

CONFERENCE

06.009

10 116

E.023 4

159

G2 06.009

06.009

112D

5' - 7 1/2"

TYP

CUSTOMER EXPERIENCE

E.023 A-411

114A

10 A-512

08.020 G2

6 A-401

5' - 2 1/2"

CORRIDOR

JAN. 101

CORRIDOR 119

G3 45' - 10"

Murphy USA

103

113

MECH

11' - 3"

ALIGN

MURPHY USA STORE

118

7' - 8 1/2"

3 A-441

09.013

117A

6 A-531

121

117B

ALIGN 159

S3.1

E-2

09.003

6' - 3"

SW CORRIDOR

8' - 4 1/2"

Checker

OFFICE

OA-S1

Checked by:

ELEVATOR 2

15' - 7"

110

26.001

OFFICE

22 10' - 0"

29' - 11 1/2"

5' - 2 1/2"

OPEN WORKSTATION AREA

WOMENS TOILET

12' - 4 1/2"

8' - 10 1/2"

16' - 2 1/2"

01.003

10' - 0"

102 D

163

OFFICE G3

10' - 0"

111A

1 A-512

160

149

110

8' - 11"

109

160

STORAGE

10' - 6 1/2"

MENS TOILET

10' - 0"

OFFICE

151

150

09.013

149

OFFICE

COPY

OFFICE

10' - 11"

6' - 3"

147

41' - 3"

14' - 9 1/2"

5' - 4"

115

OFFICE

15' - 5 1/2"

112A

148

15' - 7"

A-301

112B

OFFICE

7' - 8 1/2"

27' - 6"

15' - 10"

5' - 6 1/2"

148

152

6' - 7 1/2"

14' - 9 1/2" 7 A-401

147

17' - 4"

10' - 6 1/2"

13 A-512 TYP.

83' - 10 1/2"

151

150

SEE

2 / A-100

FOR CANOPY FLOOR PLAN

42 BAYS @ 5'-0" = 210' - 0"

A-101

A-310

SLOPE

12/1/2015 4:13:52 PM

SECONDARY

07.013

QQ 2 A-106

GUTTER HIGH POINT

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

2 A-502 07.007

GUTTER .5% SLOPE

6" GUTTER 1% SLOPE

05.019

0.0

GUTTER .5% SLOPE

SLOPED GUTTER

GUTTER .5% SLOPE

A-201 8

GUTTER HIGH POINT

GENERAL NOTES - FLOOR PLAN

1 3/4" / 1'-0"

GUTTER HIGH POINT

SLOPE

07.007

SLOPE

10' - 0"

GUTTER .5% SLOPE

7' - 3 1/2"

2. 3. 4. 5.

08.006

07.001

08.006 07.007 GUTTER .5% SLOPE

16' - 0 1/2"

SR. DIRECTOR'S OFFICE

240

OA-N2 232

16' - 0 1/2"

OPEN WORKSTATION AREA

232

0.8

GUTTER .5% SLOPE

117' - 11"

DIRECTOR'S OFFICE

10' - 2 1/2"

EQ.

SLOPE

1 3/4" / 1'-0"

GUTTER .5% SLOPE

3' - 1"

47' - 6"

07.013

10' - 2 1/2"

17' - 3 1/2"

GUTTER .5% SLOPE

A-501

4 A-502

EQ.

236

PRIVACY

237

238

E.007 ALIGN

ALIGN

1' - 5 1/2"

241 D1

06.009

243

17' - 1"

MANAGER'S OFFICE

8' - 8 1/2"

208

10' - 0"

ALIGN 08.011

8' - 11" 06.009 10' - 0"

225

WIRING CLOSET

E-2

1 SIM. A-441

ALIGN D1

2XX

14.001

ADMINISTRATIVE ASSISTANT KITCHEN

COPY

217 D

17' - 1" 06.009

50' - 5"

17' - 1"

216 7' - 6"

DIRECTOR'S OFFICE D1

248

FILES/ STORAGE

42' - 10 1/2"

17' - 2 1/2"

249

OA-S2

16' - 1 1/2"

10' - 5"

TEAMING

10' - 4"

DIRECTOR'S OFFICE 219

MECH

203 203

200

6' - 5"

9 A-512

31 DN

SE STAIR 4 UP

S-4

251

16' - 2"

06.009

TEAMING

G1 D1

08.013

252

Drawn by:

02 SECOND FLOOR 1/8" = 1'-0"

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

SECOND FLOOR PLAN

27' - 8 1/2"

42 BAYS @ 5'-0" = 210' - 0"

Commision #15054.00 200 Peach Street El Dorado, AR 71730

35 OPEN TO BELOW

Murphy USA

JAN

6' - 5 1/2"

DIRECTOR'S OFFICE

219

08.013 16' - 0 1/2"

202

09.003

220 43' - 10"

250

251

06.009

ELEC.

S4.2

10' - 7 1/2"

DIRECTOR'S OFFICE

10' - 5"

250

OPEN WORKSTATION AREA

221

ALIGN

10' - 2 1/2"

221

DIRECTOR'S OFFICE

10' - 7"

Checked by:

S3.2

ALIGN

09.013 17' - 3"

249

5' - 9"

62' - 6"

6' - 3"

Checker

247

COATS 218

CONFERENCE

248

1 A-402

TEAMING

246

A-411

246

E-1

06.009

17' - 1"

12' - 0 1/2"

9' - 2 1/2"

TEAMING

5' - 5 1/2"

ELEVATOR 1

ELEVATOR 2

245

CORRIDOR

223 6' - 9 1/2"

6' - 5 1/2"

245

9' - 0"

7 A-431

ALIGN

222

SR. DIRECTOR'S OFFICE

6' - 7"

224

REF

210

E.001

224

3' - 9"

09.003

WOMENS TOILET

A-412

253

215 E.001

SR. MANAGER'S OFFICE

14.001

210

A-301

11' - 0"

253

10' - 1 1/2"

211

10' - 0"

A-432

6' - 10"

10' - 6"

CONFERENCE

2 16' - 8"

MANAGER'S OFFICE

10' - 7 1/2" 5' - 3"

209

08.013

214 06.009

TEAMING

10' - 3"

OPEN TO BELOW

12.005 14.001 E.001 E.002 E.003 E.007

DASHED LINE INDICATES EDGE OF FLOOR OPENING ABOVE CUSTOM BUILT UP SECTION, WELDED, TAPERED AESS W/ HIGH PERFORMANCE COATING PROVIDE 5/8" FIRE-RETARDANT PLYWOOD SHEATHING REINFORCEMENT FOR WALL MOUNTED DISPLAYS. SEE TA-DWGS FOR MORE INFO. STANDING SEAM ZINC ROOF OVER INSULATED STEEL DECK 2" X 3" ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER SEE CIVIL 3.5" X 3.5" SQUARE ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER - SEE CIVIL SLOPED GLAZING ASSEMBLY EXTRUDED ALUMINUM ANODIZED GLASS GUARDRAIL W/S.S. STANDOFFS SOLAR CONTROL GLAZING SURFACE FILM ON EXISTING EXTERIOR WINDOWS CUSTOM GRAPHIC / INFOGRAPHIC FULL HEIGHT (+/- 9') WALL COVERING. CONTRACTOR TO INSTALL, OWNER TO PROVIDE GRAPHIC DESIGN. PROVIDE LEVEL 5 GWB FINISH IN PREPARATION FOR ALL GRAPHIC WALL COVERING U.N.O. ADD (1) 5/8" GWB LAYER TO EXISTING PARTITION AND ACOUSTICALLY SEAL ALL GAPS AND PENTRATIONS. WORKSTATIONS - SEE INTERIORS NEW STAINLESS STEEL ELEVATOR DOORS EXISTING PASSENGER ELEVATOR TO REMAIN EXISTING SERVICE ELEVATOR TO REMAIN EXISTING GYPSUM BOARD COLUMN WRAP TO REMAIN EXISTING RAISED FLOORING TO REMAIN

14' - 9 1/2"

10' - 0"

5' - 0"

01.001

209

34' - 11 1/2"

OA-E2

DIRECTOR'S OFFICE

MENS TOILET

OPEN WORKSTATION AREA

15' - 8"

09.013

09.003

225

6' - 8"

27' - 6"

227

OA-W2

226

08.011 08.013 09.003

3' - 9" 10' - 0"

18' - 9"

A-412

227

8' - 11"

30' - 4 1/2" 14' - 10"

213

06.009

9' - 11"

200' - 4 1/2"

212

OPEN WORKSTATION AREA

08.006

09.013

GUEST OFFICE

08.013

7 A-401

204

TEAMING TEAMING

226

VP OFFICE

MENS TOILET

ALIGN

228

06.009

13 A-512 TYP.

07.001 07.007 07.013

01.001

229

09.003

ALIGN

A-411

06.009

6 A-421

TYP.

9' - 1 1/2"

244

205

228 1

10' - 0"

14' - 9 1/2"

WIRING CLOSET

36 BAYS @ 5'-0" = 180' - 0"

E.003

WOMENS TOILET

205

10' - 1 1/2"

229

17' - 3 1/2"

01.001 05.019

##.###

6' - 7"

243

244

KEYNOTES

7 A-401

206

ALIGN

N.I.C. - INDICATES AREA NOT IN CONTRACT

9' - 0"

43' - 11 1/2"

206

ELEC.

S-2

6' - 5"

E.007

85' - 0"

27' - 6"

E.002

FILE/ STORAGE

MECH

06.009

NE STAIR 2

DATA CENTER

SERVICE ELEVATOR E-3

242

233

CONFERENCE

242

233B UP

2YY

09.013

239

233A

MANAGER'S OFFICE

TEAMING

E.007

11.

S2.2

A-402

H 230

CORRIDOR

241

8' - 1 1/2"

230

S1.2

5' - 6"

S-1

SR. DIRECTOR'S OFFICE

FIRE DATA CENTER DATA CENTER SUPPRESSION UPS STORAGE VALVE 235

10.

12.

A 11' - 0 1/2"

10' - 7 1/2"

NW STAIR 1

234

238

231

ALIGN 237

COPY

ALIGN

D 234

10' - 5"

231

SR. MANAGER'S OFFICE

10' - 5"

GUEST OFFICE

7. 8. 9.

240 D1

3.9

A-102

SECONDARY 12/1/2015 4:14:04 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT A

GENERAL NOTES - FLOOR PLAN 1.

3' - 1"

0.8

332

334

338

OPEN WORKSTATION AREA

DIRECTOR'S OFFICE 335

335

SR. MANAGER'S OFFICE

339

3' - 11 1/2"

ALIGN

3' - 9"

ALIGN

3 A-402

MERCHANDISE DISPLAY AREA

G2 13

A-412

MECH 306

352

15' - 10"

CONFERENCE

341

REF

SR. MANAGER'S OFFICE

09.003

7 A-401

ALIGN

E.003

TYP.

08.013

MENS TOILET

WIRING CLOSET

09.013

12.005 14.001 E.001 E.002 E.003

327

TEAMING HUDDLE

17' - 1"

336

D1 G1

326 326

OPEN WORKSTATION AREA

06.009

6' - 3 5/8"

GUEST OFFICE

25' - 1 1/2"

6' - 8"

312

A-412

23' - 2 1/2"

10' - 5 1/2"

09.003

DASHED LINE INDICATES EDGE OF FLOOR OPENING ABOVE PROVIDE 5/8" FIRE-RETARDANT PLYWOOD SHEATHING REINFORCEMENT FOR WALL MOUNTED DISPLAYS. SEE TA-DWGS FOR MORE INFO. SOLAR CONTROL GLAZING SURFACE FILM ON EXISTING EXTERIOR WINDOWS CUSTOM GRAPHIC / INFOGRAPHIC FULL HEIGHT (+/- 9') WALL COVERING. CONTRACTOR TO INSTALL, OWNER TO PROVIDE GRAPHIC DESIGN. PROVIDE LEVEL 5 GWB FINISH IN PREPARATION FOR ALL GRAPHIC WALL COVERING U.N.O. ADD (1) 5/8" GWB LAYER TO EXISTING PARTITION AND ACOUSTICALLY SEAL ALL GAPS AND PENTRATIONS. WORKSTATIONS - SEE INTERIORS NEW STAINLESS STEEL ELEVATOR DOORS EXISTING PASSENGER ELEVATOR TO REMAIN EXISTING SERVICE ELEVATOR TO REMAIN EXISTING GYPSUM BOARD COLUMN WRAP TO REMAIN

VP OFFICE 328 17' - 3 1/2"

304

327

10' - 7 1/2"

ALIGN

328

305

308

14' - 10"

WOMENS TOILET

305

01.001 06.009

17' - 1"

6 A-421

##.###

09.003

7' - 11 1/2"

10' - 5"

7' - 11 1/2"

ELEC.

KEYNOTES

329

306

09.013

N.I.C. - INDICATES AREA NOT IN CONTRACT

341

S-2

ALIGN

G1 329

NE STAIR 2 DN

COPY

06.009

85' - 0"

E-3

OA-N3

355 15' - 7"

SERVICE ELEVATOR

12.

339

ALIGN

11.

3' - 11 1/2"

330 D1

ALIGN

338

DIRECTOR'S OFFICE

10' - 7 1/2"

S1.3

9. 10.

DIRECTOR'S OFFICE

S2.3

331

7. 8.

330

E.002

337

MANAGER'S OFFICE G1

331

SR. DIRECTOR'S OFFICE

334 10' - 5"

10' - 5"

DIRECTOR'S OFFICE D1

S-1

333 333

337 332

NW STAIR 1

MANAGER'S OFFICE

15' - 7"

16' - 0 1/2"

10' - 5"

59' - 2"

8' - 1 1/2"

DIRECTOR'S OFFICE

15' - 10"

10' - 2 1/2"

42' - 11" 10' - 2 1/2"

10' - 2 1/2"

16' - 0 1/2"

2. 3. 4. 5.

OA-E3

06.009 D1

TEAMING

SR. DIRECTOR'S OFFICE 343

314

22 D1

320

OPEN WORKSTATION AREA

8' - 2 1/2"

09.003

317

S4.3

9 A-512

SR. DIRECTOR'S OFFICE

G1 D1

351

50' - 5"

SE STAIR 4 UP

S-4

G1 A-412

HUDDLE 318

Commision #15054.00 200 Peach Street El Dorado, AR 71730

350

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

THIRD FLOOR PLAN

16' - 0 1/2"

VP OFFICE 351

Westlake Reed Leskosky

17 12' - 6"

10' - 3 1/2"

319

SR. MANAGER'S OFFICE

300

ENGINEERING CONFERENCE

17' - 1"

Murphy USA

JAN

350

50' - 5"

319

349

317

16' - 0 1/2"

8' - 1 1/2"

344

COPY

06.009

OA-S3

320

303

2' - 10 1/2"

303

G1 16' - 0 1/2"

10' - 7 1/2" 10' - 5"

321

4' - 11"

A-402 D

MECH

17' - 1"

COATS 316

302

10' - 5"

8' - 8"

MANAGER'S OFFICE

MANAGER'S OFFICE 348

321 D1

ELEC.

3' - 11 1/2"

S3.3

Checker Checked by:

315

15' - 5 1/2"

322 17' - 1"

COFFEE

12' - 3"

SR. DIRECTOR' S OFFICE

17' - 3 1/2" 346

348

ALIGN

ADMINISTRATIVE ASSISTANT 347

3' - 11 1/2"

09.003

2 A-402

322

24 09.013

14.001

323

62' - 6"

310

ALIGN

TEAMING

3' - 11"

310

E-2

E-1

346

01.001

1 SIM. A-441

10' - 5"

7' - 9" 10' - 5 1/2"

5' - 4 1/2"

06.009

WOMENS TOILET

ELEVATOR 2

ELEVATOR 1

14.001

344

WIRING CLOSET

324 D1

ALIGN

309

E.001

ALIGN

309

E.001

ALIGN

MENS TOILET

SR. VP OFFICE

5' - 4 1/2"

17' - 3 1/2"

A-412

DIRECTOR'S OFFICE D1 324

09.013

10' - 4"

06.009

ALIGN

14' - 9 1/2"

325

345

17' - 1"

REF

7 A-401

A-412

17' - 0 1/2"

SR. DIRECTOR'S OFFICE

345

343 12

A-301

325

CONFERENCE

20 D1

311 311

9' - 10 1/2"

340

9' - 7"

342

353

SR. DIRECTOR'S OFFICE

ATRIUM A-432

08.013

10' - 0"

19' - 8"

353 342

ALIGN

MANAGER OFFICE

G1 D1

313

CONFERENCE

TEAMING

OPEN TO BELOW

OA-W3

13 A-512 TYP.

340

15' - 0"

9' - 9 1/2"

08.013

FILES/ STORAGE

06.009

OPEN WORKSTATION AREA

4' - 3 1/2"

01.001

8' - 11" 30' - 4 1/2"

36 BAYS @ 5'-0" = 180' - 0"

183' - 1"

08.013

Drawn by:

CD 1

03 THIRD FLOOR 1/8" = 1'-0"

42 BAYS @ 5'-0" = 210' - 0"

A-103

SECONDARY 12/1/2015 4:14:15 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT A

GENERAL NOTES - FLOOR PLAN 1.

3' - 1"

0.8 16' - 0 1/2"

16' - 4"

56' - 7"

4' - 9"

28' - 11 1/2"

21' - 1 1/2"

35' - 5 1/2"

VP OFFICE

434 G1

15' - 2 1/2"

OFFICE 436

WIRING CLOSET

OFFICE

418

472

15' - 10"

S2.4 438

439

440

441

OFFICE

442

440

6' - 8"

A-402

9' - 1 1/2"

10' - 2 1/2"

OFFICE

439

438

8' - 11 1/2"

5 A-402

6 A-421

05.001

10 08.002 08.013

08.002

MENS TOILET

11' - 5 1/2"

18' - 4"

13 17' - 3 1/2"

6' - 8" 09.013

CONFERENCE

444

OFFICE

VP OFFICE 443

415

OFFICE

443

445

11.002 12.005 12.010 12.011

445

15' - 10"

09.013

A-412

444

09.003

404

6' - 5 1/2"

05.001 06.009

J10 A-615

KEYNOTES

405

06.009

WOMENS TOILET

405

09.003

A-412

31' - 5 1/2"

06.009

10' - 2 1/2"

7 A-401

16' - 9"

7' - 5 1/2"

E.003

N.I.C. - INDICATES AREA NOT IN CONTRACT

441 E

10' - 2 1/2"

COPY

COFFEE/ KITCHEN

A-412

10' - 2 1/2"

CONFERENCE A

10' - 5"

471

27' - 6"

421

16' - 1"

10' - 3"

472

418

421

06.009

11' - 3"

CONFERENCE

11' - 0 1/2"

ALIGN

6' - 6" 06.009

422

6' - 3 1/2"

08.002 A

420

17' - 3"

11' - 8 1/2"

431

408

21' - 2"

TEAMING

481

6' - 5 1/2"

ELEC.

482

A-412

S-2

435

OUTSIDE AUDITORS

NE STAIR 2

6' - 8"

11.002

16' - 4"

406

REF

45' - 0"

A-412 7

8' - 11"

E-3

G3 G3

437

428 6

11. 12.

437

431

17' - 1"

429

14' - 7"

E.002

406

10' - 9 1/2"

426A

FILE/ WORK

SERVICE ELEVATOR MECH

14' - 10 1/2"

6' - 5 1/2"

429

6' - 5 1/2"

428

OFFICE

14' - 9"

CORRIDOR

ALIGN

427

6' - 3 1/2"

S1.4

426A

FILES/ WORK

430

442

EXPANSION 12' - 6"

433

14' - 7 1/2"

423 A 426

435 D1

427

CHECK ROOM

CONTROLLER

433

3' - 4 1/8"

10' - 7 1/2"

S-1

AUDIT

426

423

OFFICE

14' - 7"

TREASURY

6' - 3 1/2"

424

26' - 6"

D1 A

6' - 3"

A-412 10' - 0"

424

7. 8.

10.

436

434

31' - 3"

10' - 5"

OFFICE

449B

425 D1 425

NW STAIR 1

16' - 0 1/2"

OFFICE 15' - 2 1/2"

10' - 2 1/2"

16' - 0 1/2"

2. 3. 4. 5.

14.001 22.002 E.001 E.002 E.003 E.014

##.###

STEEL BEAM W/2 HR. SPRAY-ON FIREPROOFING - SEE STRUC. PROVIDE 5/8" FIRE-RETARDANT PLYWOOD SHEATHING REINFORCEMENT FOR WALL MOUNTED DISPLAYS. SEE TA-DWGS FOR MORE INFO. ACCORDION DOOR SOLAR CONTROL GLAZING SURFACE FILM ON EXISTING EXTERIOR WINDOWS CUSTOM GRAPHIC / INFOGRAPHIC FULL HEIGHT (+/- 9') WALL COVERING. CONTRACTOR TO INSTALL, OWNER TO PROVIDE GRAPHIC DESIGN. PROVIDE LEVEL 5 GWB FINISH IN PREPARATION FOR ALL GRAPHIC WALL COVERING U.N.O. ADD (1) 5/8" GWB LAYER TO EXISTING PARTITION AND ACOUSTICALLY SEAL ALL GAPS AND PENTRATIONS. COPIER BY OWNER WORKSTATIONS - SEE INTERIORS REPLACE EXISTING MARBLE COUNTERTOPS WITH NEW MARBLE COUNTERTOPS RECLAD EXISTING MARBLE COUNTERTOP WITH NEW QUARTZ COUNTERTOP NEW STAINLESS STEEL ELEVATOR DOORS SINK, SEE PLUMBING EXISTING PASSENGER ELEVATOR TO REMAIN EXISTING SERVICE ELEVATOR TO REMAIN EXISTING GYPSUM BOARD COLUMN WRAP TO REMAIN SALVAGE CUSTOM RECESSED DOOR AND FRAME ASSEMBLY .DISMANTLE AND REASSEMBLE IN NEW LOCATION.

420

416 D1

419

G2 409

08.002 484

6' - 5 1/2"

9' - 1 1/2"

10' - 10" D1

7' - 8 1/2"

E-2

14.001

EXECUTIVE VISITING

14' - 7"

469

SIM. 24 A-401

ELEC.

STORAGE

COPY

464

455

LEGAL

467

12.010

16' - 0"

12.010

4' - 6"

462

12' - 9"

5' - 9 1/2"

18' - 10"

8' - 11 1/2" 458A

459

460

461

17' - 0 1/2"

15' - 2 1/2"

OFFICE

461

OFFICE

466

OFFICE

CONFERENCE

459

458

460

466

14' - 9 1/2"

EXECUTIVE BOARDROOM 22.002 12.010

12.010

E.014 J8 A-615

OFFICE

31 DN

453

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FOURTH FLOOR PLAN

457 08.013

5' - 2 1/2"

20' - 0"

21' - 0 1/2"

28' - 2"

458B

Westlake Reed Leskosky

WET BAR 457

Commision #15054.00 200 Peach Street El Dorado, AR 71730

SE STAIR 4 S-4

456

23 A-401

A-412

453A

9 A-512 S4.4

452

EXECUTIVE

468B

MEETING TOILET

A-412

451

456

7' - 3 1/2"

A/V ROOM

CONFERENCE G4

Murphy USA

400

12.011

468

JAN

12.011

06.009

403

462

463

13' - 11 1/2"

CONFERENCE

403

463

13' - 6 1/2" 16' - 0 1/2"

1' - 10"

S-6

450

451

3' - 7 1/2"

467

ALIGN 18' - 2"

S3.4 DN

MECH

KITCHEN

12.010

465 6' - 5 1/2"

6' - 5 1/2"

468D

15 ALIGN

PENTHOUSE STAIR

402

A-412 G3

24 09.013

465

454

14.001

23 483

ALIGN

469

14' - 7"

470

410

21' - 0 1/2"

WOMENS TOILET

OFFICE

1 A-441

TOILET

1' - 11"

OFFICE

448 A

08.002

ELEVATOR 2

E-1

10' - 7 1/2"

WIRING CLOSET

E.001

ELEVATOR 1

ALIGN G3

10' - 5"

E.001

6' - 5 1/2"

409

A-432

13' - 9 1/2"

413

A-301

12.005

10' - 5 1/2"

CONFERENCE

06.009 A-412

A-432

411

09.013

413

MENS TOILET

A-432

449A

419

448

414

453B

447 A

411

10' - 3"

INSURANCE

CONFERENCE

OFFICE

449

A-431

OFFICE

ATRIUM

08.013

15' - 2 1/2"

450

9' - 11 1/2"

A-402

OFFICE OF THE CEO

447

10' - 10"

417

414

Checker

446

33' - 9 1/2"

3' - 9 1/2"

COPY 10' - 3"

51' - 5 1/2"

49' - 2 1/2"

415

Checked by:

OFFICE

OPEN TO BELOW

08.013

7 A-401

9' - 5"

OFFICE

10' - 5"

HSSE

10' - 3"

36 BAYS @ 5'-0" = 180' - 0"

446 A

37 A

Drawn by:

13 A-512

TYP.

42 BAYS @ 5'-0" = 210' - 0"

04 FOURTH FLOOR 1/8" = 1'-0"

A-104

12/1/2015 4:14:24 PM

SECONDARY A

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - FLOOR PLAN 1.

3' - 1"

0.8 1

2. 3. 4. 5.

6. 7. 8. 9. 10.

3.9

11. 12.

N.I.C. - INDICATES AREA NOT IN CONTRACT

8 ROOF

KEYNOTES 12

05.014 08.011 08.013 11.007 D.043

##.###

LIGHT GA. BLACK OXIDE COATED STEEL WITH CLEAR SEALER LAMINATED TO 3/4" FIRE RETARDANT PLYWOOD GLASS GUARDRAIL W/S.S. STANDOFFS SOLAR CONTROL GLAZING SURFACE FILM ON EXISTING EXTERIOR WINDOWS FALL PROTECTION ROOF ANCHOR REMOVE EXISTING LOUVER FOR NEW LOUVER REPLACEMENT - SEE ROOF PLAN AND MECH.

08.011

15 08.011

08.011

08.013

ROOF

OPEN TO BELOW 4' - 0"

19 08.013

4' - 0"

ROOFING TO BE PATCHED AND REPAIRED PER MANUFACTURER WARRANTY REQUIREMENTS TO ACCOMMODATE M.E.P. PENETRATIONS INCLUDING BUT NOT LIMITED TO EXHAUST FAN CURBS, PLUMBING VENTS, POWER CONDUITS, ETC. ALL BLOCKING, FLASHING AND SEALANTS TO BE REPLACED AT NEW LOUVER LOCATIONS. MATCH EXISTING FLASHING MATERIAL AND CONFIGURATION WITH FULL PERIMETER BACKER ROD AND SEALANT AT BOTH INTERIOR AND EXTERIOR SIDES. LOUVER COLOR PREFINISHED TO MATCH EXISTING. EXISTING EXTERIOR DOOR TO BE REFINISHED. REMOVE ALL OXIDATION, CLEAN, PRIME AND PAINT TO LIKE NEW CONDITION, COLOR TO MATCH EXISTING.

20 4' - 5"

STEEL FALL PROTECTION ANCHOR TO BE WELDED TO EXISTING STEEL COLUMN AT 4'-6" AFF - SEE STRUC.

11.007 TYP.

2 A-432

A-301

3 ANCHORS TO ALIGN AND CONNECT W/ STEEL BEAMS BELOW SLAB SEE STRUC.

3 A-432

D.043

ROOF

4' - 5"

36 BAYS @ 5'-0" = 180' - 0"

183' - 1"

PENTHOUSE/ROOF PLAN NOTES:

23 05.014

08.011

D.043

08.011 4

24 D.043

A-441

DN F

STORAGE-2

ELEVATOR PENTHOUSE

MECH P-04

P-05

P-03

MECH P-02

STORAGE -1

P-01

Murphy USA 29

Checker

Checked by:

A-412

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

PENTHOUSE FLOOR PLAN

ROOF

Drawn by:

CD 42 BAYS @ 5'-0" = 210' - 0"

05 PENTHOUSE FLOOR 1/8" = 1'-0"

A-105

SECONDARY 12/1/2015 4:14:46 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES - FLOOR PLAN 1.

2. 3. 4. 5.

6. 7. 8. 9. 10.

11. 12.

N.I.C. - INDICATES AREA NOT IN CONTRACT

KEYNOTES 05.002 05.017 05.019 08.006 32.001 E.019

##.###

STEEL COLUMN W/ HOT DIPPED GALVANIZING AND HIGH PERFORMING COATING - SEE STRUC. 3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH CUSTOM BUILT UP SECTION, WELDED, TAPERED AESS W/ HIGH PERFORMANCE COATING SLOPED GLAZING ASSEMBLY EXTRUDED ALUMINUM ANODIZED THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB. EXISTING CONCRETE RETAINING WALL TO REMAIN.

47' - 6"

0.0

10' - 0"

SLOPED GLAZING ASSEMBLY EXTRUDED ALUMINUM ANODIZED

7' - 3 1/2"

CUSTOM BUILT UP SECTION, WELDED, TAPERED AESS W/ HIGH PERFORMANCE COATING

3' - 1"

0.8

ENLARGED ROOF PLAN - ENCLOSURE ALT #2

2 CC

1/4" = 1'-0"

75' - 0"

0.0

Murphy USA

3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH

Commision #15054.00 200 Peach Street El Dorado, AR 71730

THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB.

17' - 3 1/2"

20' - 4 1/2"

Checked by:

Checker

A-422

Westlake Reed Leskosky

EXISTING CONCRETE RETAINING WALL TO REMAIN.

STEEL COLUMN W/ HOT DIPPED GALVANIZING AND HIGH PERFORMING COATING - SEE STRUC. TYP. ALL COLUMNS.

EXTERIOR THERMAL GLASS AND ALUMINUM ENTRANCE WITH EXIT ONLY HARDWARE ACTIVATED BY SMOKE EVACUATION SYSTEM

0.8

3' - 1"

Drawn by:

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

ENCLOSED PATIO ALTERNATE

CD 1

ENLARGED PLAN - ENCLOSURE ALT #2 1/4" = 1'-0"

A-106

PRIMARY 12/1/2015 4:14:57 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES REFLECTED CEILING PLAN 1. REFLECTED CEILING PLANS CONSTITUTE A GRAPHIC REPRESENTATION OF CEILING-MOUNTED ELEMENTS FOR THE PURPOSE OF COORDINATION. REFER TO THE APPROPRIATE DISCIPLINE FOR INFORMATION REGARDING EACH OF THESE ELEMENTS. 2. ALL CEILING HEIGHTS AT 9'-0" AFF, U.N.O. CEILING HEIGHT S ARE FROM FINISH FLOOR TO FINISH CEILING. REFER TO REFLECTED CEILING PLANS FOR HEIGHTS. 3. CEILING GRIDS OR TILES SHALL BE CENTERED IN SPACE UNLESS NOTED OR DIMENSIONED OTHERWISE. ALIGN CEILING GRIDS AND FIXTURES AS NOTED OR DIMENSIONED. 4. WHERE FIXTURE OR DEVICES ARE SHOWN IN THE CEILING PANEL, THEY SHALL BE CENTERED IN THE PANEL UNLESS OTHERWISE INDICATED. 5. SUSPEND ACOUSTICAL CEILING TYPICALLY 1" ABOVE ADJACENT GYPSUM WALL BOARD SOFFITS AND BULKHEADS UNLESS NOTED OTHERWISE. 6. ALL SOFFITS AND BULKHEADS SHALL BE BRACED LATERALLY TO RESIST HORIZONTAL MOVEMENT. 7. IF A FIXTURE OR OTHER CEILING DEVICE IS NOT SHOWN OR DIMENSIONED - CONFIRM LOCATION WITH ARCHITECT. 8. IN THE EVENT OF CONFLICTS BETWEEN REFLECTED CEILING PLANS AND CORRESPONDING DISCIPLINES, BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION.

REFLECTED CEILING PLAN LEGEND

OPEN TO ABOVE

SUSPENDED 2'x4' LAY-IN ACOUSTICAL CEILING TILE SUSPENDED 2'x4', 4"X4' LAY-IN TECHNICAL CEILING PANEL SUSPENDED 2'x2' LAY-IN ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING, PAINTED

EXP

EXPOSED TO STRUCTURE, PAINTED

U SOUND ABSORBING ACOUSTICAL PLASTER ASSEMBLY RECESSED ADJUSTABLE FIXTURE

0.0

LAY-IN LIGHT FIXTURE

17' - 3 1/2"

4" CONTINUOUS LINEAR LIGHT FIXTURE CJ

CONTROL JOINT SPEAKER - SEE A/V

SERVICE DOCK

SPRINKLER HEAD

N.I.C. - INDICATES AREA NOT IN CONTRACT

3' - 1"

0.8 1

KEYNOTES 2

07.002

##.###

EXTERIOR GRADE GYPSUM BOARD SOFFIT PANEL PAINTED.

TOILET RECEIVING

012

001

MECH EQUIPMENT ROOM

002 EXP

EXP EXP

6 EXP

7 S

FF 011

8 EXP

9 19 BAYS @ 5'-0" = 95' - 0"

FIBER TELECOM

115' - 4 1/2"

CORRIDOR ELEV. EQUIP. MAIN ELECTRICAL

EXP

008

009

007 EXP

EXP

Murphy USA

EXP

MAIL ROOM

Checker

004 9' - 0" AFF

PRINT ROOM 003

Checked by:

9' - 0" AFF

BUILDING OPERATIONS/ MECHANICS

Westlake Reed Leskosky

005

07.002

18 9' - 0" AFF

19 18 BAYS @ 5'-0" = 90' - 0"

Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

BASEMENT REFLECTED CEILING PLAN

CD 2

SOUTH CANOPY RCP 1/8" = 1'-0"

00 BASEMENT REFLECTED CEILING PLAN 1/8" = 1'-0"

A-120

12/1/2015 4:15:30 PM

PRIMARY A

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

0.0

COVERED PATIO

ENCLOSED PATIO

158

157

SLOPE

17' - 3 1/2"

8' - 10" AFF

08.006

GENERAL NOTES REFLECTED CEILING PLAN

3' - 1"

0.8 9' - 0" AFF

12.001

12.002

A-562

27.005

TRAINING A

27.005

TRAINING B

145A

3.9

145B

A-561

2. ALL CEILING HEIGHTS AT 9'-0" AFF, U.N.O. CEILING HEIGHT S ARE FROM FINISH FLOOR TO FINISH CEILING. REFER TO REFLECTED CEILING PLANS FOR HEIGHTS.

3. CEILING GRIDS OR TILES SHALL BE CENTERED IN SPACE UNLESS NOTED OR DIMENSIONED OTHERWISE. ALIGN CEILING GRIDS AND FIXTURES AS NOTED OR DIMENSIONED.

4. WHERE FIXTURE OR DEVICES ARE SHOWN IN THE CEILING PANEL, THEY SHALL BE CENTERED IN THE PANEL UNLESS OTHERWISE INDICATED.

12.002

A-561

DINING ROOM 4

135

9' - 0" AFF

5. SUSPEND ACOUSTICAL CEILING TYPICALLY 1" ABOVE ADJACENT GYPSUM WALL BOARD SOFFITS AND BULKHEADS UNLESS NOTED OTHERWISE.

9' - 0" AFF

5 27.006

27.006 13

STORAGE A

STORAGE B

146A EXP

134

S-2

137

146B EXP

NE STAIR 2

A-562

VESTIBULE

6. ALL SOFFITS AND BULKHEADS SHALL BE BRACED LATERALLY TO RESIST HORIZONTAL MOVEMENT. 7. IF A FIXTURE OR OTHER CEILING DEVICE IS NOT SHOWN OR DIMENSIONED - CONFIRM LOCATION WITH ARCHITECT.

KITCHEN

NW STAIR 1 S-1

9' - 0" AFF

8. IN THE EVENT OF CONFLICTS BETWEEN REFLECTED CEILING PLANS AND CORRESPONDING DISCIPLINES, BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION.

REFLECTED CEILING PLAN LEGEND CJ

A-562

OFFICE

141

143

MECH

STORAGE

ELEC.

133A

133B

133C

EXP

OFFICE

130

129

128

CONFERENCE OFFICE WIRING CLOSET

9' - 0" AFF

EXP

A-561

EXP

MENS TOILET

RECESSED ADJUSTABLE FIXTURE

104

9' - 0" AFF

LAY-IN LIGHT FIXTURE

A-562

4" CONTINUOUS LINEAR LIGHT FIXTURE

12.001

OPEN WORKSTATION AREA

A-562

OA-W1

CONTROL JOINT SPEAKER - SEE A/V

13 A-562

OPEN WORKSTATION AREA

9' - 0" AFF 200' - 4 1/2"

EXPOSED TO STRUCTURE, PAINTED SOUND ABSORBING ACOUSTICAL PLASTER ASSEMBLY

A-562

9' - 0" AFF

108

GYPSUM BOARD CEILING, PAINTED

131

140 EXP

ELEC.

COPY

132

142

SUSPENDED 2'x2' LAY-IN ACOUSTICAL CEILING TILE

14 A-562

OFFICE

SUSPENDED 2'x4', 4"X4' LAY-IN TECHNICAL CEILING PANEL

105 9' - 0" AFF

138

OFFICE

SUSPENDED 2'x4' LAY-IN ACOUSTICAL CEILING TILE

WOMENS TOILET

CONFERENCE

106

SPRINKLER HEAD

13 A-562

N.I.C. - INDICATES AREA NOT IN CONTRACT

12.001

OA-E1

9' - 0" AFF

A-562

KEYNOTES

##.###

12 36 BAYS @ 5'-0" = 180' - 0"

9' - 0" AFF

A-562

08.006

A-562

9' - 0" AFF EXP

EXP

9' - 0" AFF

EXP

OPEN TO ABOVE

12.001 12.002 27.005 27.006 E.006

SLOPED GLAZING ASSEMBLY EXTRUDED ALUMINUM ANODIZED MANUAL ROLLER SHADE MOTORIZED ROLLER SHADE. PROJECTOR - SEE AV PROJECTOR SCREEN - SEE AV EXISTING CEILING TO REMAIN

12.001

9' - 0" AFF 9' - 0" AFF

12.001

ATRIUM

A-562

111

OFFICE 148

OFFICE

151

152

COPY

OFFICE 120

150

147

OFFICE

125

124

123

FILE/ WORK WIRING CLOSET 121

122

9' - 0" AFF 14

12.001

EXP

9' - 0" AFF

STORAGE

A-562

160

OFFICE 149

ELEVATOR 1

ELEVATOR 2

E-1

E-2

ELEC.

MENS TOILET 109 9' - 0" AFF

102

CORRIDOR

E.006 E.006

119

A-562 EXP

MURPHY USA STORE

7 A-561

LOBBY

A-562

112

27 9' - 0" AFF

MECH

113

103

OPEN WORKSTATION AREA

A-562

OA-S1

WOMENS TOILET 110

Checked by:

Checker

JAN.

10' - 0" AFF

101 6 A-562

CUSTOMER EXPERIENCE

A-562

A-561

9' - 0" AFF

U.L. C-AJ-7027 SEAL AT FLOOR PENETRATION FOR DUCT SHAFT

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

114

LOBBY TOILET ROOM

SW STAIR 3

114A

SE STAIR 4 S-4

S-3

CORRIDOR

159

CONFERENCE

156

155

154

153

OPEN TO ABOVE

VENDOR CONFERENCE

116

117

VENDOR CONFERENCE

118

Drawn by:

Murphy USA

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FIRST FLOOR REFLECTED CEILING PLAN

37 12.002

12.002

12.002 SEE

2 / A-120

12.002 FOR CANOPY RCP 42 BAYS @ 5'-0" = 210' - 0"

12.002

A-121

12/1/2015 4:15:50 PM

PRIMARY A

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES REFLECTED CEILING PLAN

3' - 1"

0.8

12.001

DIRECTOR'S OFFICE

SR. DIRECTOR'S OFFICE

12.001

OPEN WORKSTATION AREA

232 9' - 0" AFF

240 9' - 0" AFF

OA-N2

231

SR. DIRECTOR'S OFFICE

NW STAIR 1

234

S-1

235

230

9' - 0" AFF

A-562 9' - 0" AFF

EXP

9' - 0" AFF

FIRE DATA CENTER DATA CENTER SUPPRESSION PRIVACY 238 VALVE UPS STORAGE

COPY

236

TEAMING

237

239

EXP

NE STAIR 2

242

S-2

9' - 0" AFF

EXP

6. ALL SOFFITS AND BULKHEADS SHALL BE BRACED LATERALLY TO RESIST HORIZONTAL MOVEMENT.

8. IN THE EVENT OF CONFLICTS BETWEEN REFLECTED CEILING PLANS AND CORRESPONDING DISCIPLINES, BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION.

REFLECTED CEILING PLAN LEGEND

A-562

SUSPENDED 2'x4' LAY-IN ACOUSTICAL CEILING TILE

A-562

233

FILE/ STORAGE

SUSPENDED 2'x4', 4"X4' LAY-IN TECHNICAL CEILING PANEL

243

ETR

SUSPENDED 2'x2' LAY-IN ACOUSTICAL CEILING TILE

205 14

MANAGER'S OFFICE

MECH

WOMENS TOILET

9' - 0" AFF

A-562

244

EXP

A-562

9' - 0" AFF

A-561

GYPSUM BOARD CEILING, PAINTED

EXP

204

RECESSED ADJUSTABLE FIXTURE

9' - 0" AFF

208 9' - 0" AFF CJ

9' - 0" AFF

14 13

12.001

WIRING CLOSET

LAY-IN LIGHT FIXTURE

A-562

4" CONTINUOUS LINEAR LIGHT FIXTURE

A-562

228

229

9' - 0" AFF

5 A-421

227

SPRINKLER HEAD

213

GUEST OFFICE

CONTROL JOINT SPEAKER - SEE A/V

TEAMING

9' - 0" AFF

EXPOSED TO STRUCTURE, PAINTED SOUND ABSORBING ACOUSTICAL PLASTER ASSEMBLY

MENS TOILET

A-562

CONFERENCE

5. SUSPEND ACOUSTICAL CEILING TYPICALLY 1" ABOVE ADJACENT GYPSUM WALL BOARD SOFFITS AND BULKHEADS UNLESS NOTED OTHERWISE.

DATA CENTER

9' - 0" AFF

4. WHERE FIXTURE OR DEVICES ARE SHOWN IN THE CEILING PANEL, THEY SHALL BE CENTERED IN THE PANEL UNLESS OTHERWISE INDICATED.

A-562

EXP

ELEC.

3. CEILING GRIDS OR TILES SHALL BE CENTERED IN SPACE UNLESS NOTED OR DIMENSIONED OTHERWISE. ALIGN CEILING GRIDS AND FIXTURES AS NOTED OR DIMENSIONED.

7. IF A FIXTURE OR OTHER CEILING DEVICE IS NOT SHOWN OR DIMENSIONED - CONFIRM LOCATION WITH ARCHITECT.

206

MANAGER'S OFFICE 4

9' - 0" AFF

E.006

2. ALL CEILING HEIGHTS AT 9'-0" AFF, U.N.O. CEILING HEIGHT S ARE FROM FINISH FLOOR TO FINISH CEILING. REFER TO REFLECTED CEILING PLANS FOR HEIGHTS.

241

9' - 0" AFF

SR. MANAGER'S OFFICE

9' - 0" AFF

GUEST OFFICE

A-562

9' - 0" AFF

N.I.C. - INDICATES AREA NOT IN CONTRACT

9 12.001

A-562

OPEN WORKSTATION AREA

36 BAYS @ 5'-0" = 180' - 0"

9' - 0" AFF 12.001

9' - 0" AFF

OPEN WORKSTATION AREA

OPEN TO ABOVE

OA-W2

9' - 0" AFF

TEAMING

211

DIRECTOR'S OFFICE

9' - 0" AFF

TEAMING

225

215

9' - 0" AFF

SR. DIRECTOR'S OFFICE

12.001

245

12.001

9' - 0" AFF

VP OFFICE

224

CONFERENCE 247

WIRING CLOSET CJ 9' - 0" AFF

9' - 0" AFF

ELEVATOR 1

MENS TOILET

A-562

ELEVATOR 2

9' - 0" AFF

9' - 0" AFF A-562

9' - 0" AFF

A-562

7 A-561

ADMINISTRATIVE ASSISTANT

EXP

223

26.006

9' - 0" AFF

Checker

A-562

KITCHEN

26.006

217

COPY

248

A-561

MECH 203

9' - 0" AFF

FILES/ STORAGE

COATS

Murphy USA

JAN

249 09.007

9' - 0" AFF

216

TEAMING 222 8' - 8" AFF

A-561

A-562

210

DIRECTOR'S OFFICE

9' - 5" AFF

WOMENS TOILET

ELEC. 202

209

E-2

E-1

9' - 0" AFF

246

A-562

253

A-561

9' - 0" AFF

E.006

200

9' - 0" AFF 09.007

218 13

A-562

A-561

DIRECTOR'S OFFICE

4 9' - 5" AFF

A-562 EXP

OPEN WORKSTATION AREA

EXP

Checked by:

221

OA-S2

A-561

9' - 0" AFF

A-562

A-561 EXP

EXP

DIRECTOR'S OFFICE 6

250

A-561

SE STAIR 4 S-4

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

9' - 0" AFF

DIRECTOR'S OFFICE

9' - 0" AFF

TEAMING

251

220 9' - 0" AFF

9' - 0" AFF 9' - 0" AFF

219

9' - 0" AFF

DIRECTOR'S OFFICE

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

07.002 12.001

12.001 12.001

12.001

12.001 9' - 0" AFF

SECOND FLOOR REFLECTED CEILING PLAN

MM Drawn by:

EXTERIOR GRADE GYPSUM BOARD SOFFIT PANEL PAINTED. KNIFE EDGE CEILING TRIM MANUAL ROLLER SHADE CONTINUOUS LINEAR CONCEALED COLOR LED COVE LIGHTING. SEE ELECTRICAL EXISTING CEILING TO REMAIN

SR. MANAGER'S OFFICE

MANAGER'S OFFICE

##.###

9' - 0" AFF

CONFERENCE

226

07.002 09.007 12.001 26.006

9' - 0" AFF

OA-E2

214

6 A-431

A-562

12.001

KEYNOTES

42 BAYS @ 5'-0" = 210' - 0"

02 SECOND FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0"

A-122

PRIMARY 12/1/2015 4:16:10 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT A

17' - 3 1/2"

0.0

GENERAL NOTES REFLECTED CEILING PLAN

3' - 1"

0.8 1 12.001

12.001

DIRECTOR'S OFFICE

12.001

MANAGER'S OFFICE

332 9' - 0" AFF

337

333

MANAGER'S OFFICE

331

NW STAIR 1 S-1

330

4. WHERE FIXTURE OR DEVICES ARE SHOWN IN THE CEILING PANEL, THEY SHALL BE CENTERED IN THE PANEL UNLESS OTHERWISE INDICATED.

338 9' - 0" AFF

9' - 0" AFF

SR. MANAGER'S OFFICE

DIRECTOR'S OFFICE

EXP

9' - 0" AFF

EXP

EXP 13

A-562

COPY

A-562

CONFERENCE

S-2

A-561

A-562

355 8' - 8" AFF

329

8. IN THE EVENT OF CONFLICTS BETWEEN REFLECTED CEILING PLANS AND CORRESPONDING DISCIPLINES, BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION.

REFLECTED CEILING PLAN LEGEND

SUSPENDED 2'x4' LAY-IN ACOUSTICAL CEILING TILE SUSPENDED 2'x4', 4"X4' LAY-IN TECHNICAL CEILING PANEL

SR. MANAGER'S OFFICE

COFFEE/ KITCHEN 356 9' - 0" AFF

341

306

SUSPENDED 2'x2' LAY-IN ACOUSTICAL CEILING TILE

A-562 7

WOMENS TOILET 305

A-561

EXP 8' - 8" AFF

13 A-562

3 A-561

MENS TOILET

A-562

304

GYPSUM BOARD CEILING, PAINTED

EXP

RECESSED ADJUSTABLE FIXTURE

A-562

308

9' - 0" AFF

9' - 0" AFF 14 13

12.001

WIRING CLOSET

LAY-IN LIGHT FIXTURE

4" CONTINUOUS LINEAR LIGHT FIXTURE

A-562

327

VP OFFICE

HUDDLE 9' - 0" AFF

5 A-421

336

GUEST OFFICE

Sim

312

200' - 4 1/2"

SPRINKLER HEAD

OPEN WORKSTATION AREA

326 9' - 0" AFF 9' - 0" AFF

12.001

N.I.C. - INDICATES AREA NOT IN CONTRACT

A-562

OA-E3

KEYNOTES

17 13

9' - 0" AFF

A-562

340

313 OPEN TO ABOVE

12.001

MANAGER OFFICE

9' - 0" AFF

09.007 12.001 26.006

##.###

KNIFE EDGE CEILING TRIM MANUAL ROLLER SHADE CONTINUOUS LINEAR CONCEALED COLOR LED COVE LIGHTING. SEE ELECTRICAL

353

OPEN WORKSTATION AREA

CONFERENCE

OA-W3

311

FILES/ STORAGE

TEAMING

9' - 0" AFF

CONTROL JOINT SPEAKER - SEE A/V

TEAMING

328

36 BAYS @ 5'-0" = 180' - 0"

EXPOSED TO STRUCTURE, PAINTED SOUND ABSORBING ACOUSTICAL PLASTER ASSEMBLY

ELEC.

6. ALL SOFFITS AND BULKHEADS SHALL BE BRACED LATERALLY TO RESIST HORIZONTAL MOVEMENT.

A-562

5. SUSPEND ACOUSTICAL CEILING TYPICALLY 1" ABOVE ADJACENT GYPSUM WALL BOARD SOFFITS AND BULKHEADS UNLESS NOTED OTHERWISE.

7. IF A FIXTURE OR OTHER CEILING DEVICE IS NOT SHOWN OR DIMENSIONED - CONFIRM LOCATION WITH ARCHITECT.

NE STAIR 2

339 9' - 0" AFF

335

9' - 0" AFF

MECH

3. CEILING GRIDS OR TILES SHALL BE CENTERED IN SPACE UNLESS NOTED OR DIMENSIONED OTHERWISE. ALIGN CEILING GRIDS AND FIXTURES AS NOTED OR DIMENSIONED.

OA-N3 9' - 0" AFF

DIRECTOR'S OFFICE

OPEN WORKSTATION AREA

334

9' - 0" AFF

2. ALL CEILING HEIGHTS AT 9'-0" AFF, U.N.O. CEILING HEIGHT S ARE FROM FINISH FLOOR TO FINISH CEILING. REFER TO REFLECTED CEILING PLANS FOR HEIGHTS.

9' - 0" AFF

DIRECTOR'S OFFICE

9' - 0" AFF

SR. DIRECTOR'S OFFICE

12.001

SR. DIRECTOR'S OFFICE

9' - 0" AFF

SR. DIRECTOR'S OFFICE

342 4

A-562

345

A-432 9' - 0" AFF

SR. DIRECTOR'S OFFICE 12.001

TEAMING

A-432

CONFERENCE 325

324

343

DIRECTOR'S OFFICE

12.001

314

SR. VP OFFICE 346

WIRING CLOSET 344

9' - 0" AFF

A-562

9' - 0" AFF

ELEVATOR 1

A-561 EXP

WOMENS TOILET 310

A-562

E-2

A-562

ELEC.

A-561

302

26.006

TEAMING

9' - 5" AFF

SR. DIRECTOR' S OFFICE

A-562

Checker

9' - 0" AFF

A-561

COFFEE

A-561

315

MANAGER'S OFFICE

A-561

9' - 5" AFF

348

COATS

A-562

316

A-562

EXP

Checked by:

EXP

6 A-561

OPEN WORKSTATION AREA

MANAGER'S OFFICE

ENGINEERING CONFERENCE

300

A-561

A-562

SE STAIR 4 S-4

A-561

SR. DIRECTOR'S OFFICE

317 9' - 0" AFF

9' - 0" AFF

VP OFFICE

A-561

12.001

HUDDLE

12.001

318

12.001

9' - 0" AFF

12.001

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

THIRD FLOOR REFLECTED CEILING PLAN

MM Drawn by:

351 9' - 5" AFF

319

Westlake Reed Leskosky

350

SR. MANAGER'S OFFICE

Commision #15054.00 200 Peach Street El Dorado, AR 71730

349

OA-S3

320

Murphy USA

JAN

COPY 8' - 8" AFF

321

09.007 EXP

303

9' - 0" AFF

09.007

EXP

MECH

8' - 8" AFF

A-562

MANAGER'S OFFICE

347 6

ADMINISTRATIVE ASSISTANT

26.006

322

13 5

323 8' - 8" AFF

9' - 0" AFF

309

ELEVATOR 2

9' - 0" AFF

A-562

MENS TOILET A-562

12.001

A-562

E-1

42 BAYS @ 5'-0" = 210' - 0"

03 THIRD FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0"

A-123

PRIMARY 12/1/2015 4:16:28 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT A

17' - 3 1/2"

0.0

GENERAL NOTES REFLECTED CEILING PLAN

3' - 1"

0.8 1 12.001 12.001

OFFICE

12.001

425

OFFICE

TREASURY

424

426

12.001

VP OFFICE

OFFICE

434

436

EXPANSION

CONTROLLER

430

AUDIT 427

CHECK ROOM

S-1

423 EXP

4. WHERE FIXTURE OR DEVICES ARE SHOWN IN THE CEILING PANEL, THEY SHALL BE CENTERED IN THE PANEL UNLESS OTHERWISE INDICATED.

FILES/ WORK

A-562

EXP

5 437

NW STAIR 1

3. CEILING GRIDS OR TILES SHALL BE CENTERED IN SPACE UNLESS NOTED OR DIMENSIONED OTHERWISE. ALIGN CEILING GRIDS AND FIXTURES AS NOTED OR DIMENSIONED.

435

433

EXP

NE STAIR 2

CORRIDOR

A-562

6. ALL SOFFITS AND BULKHEADS SHALL BE BRACED LATERALLY TO RESIST HORIZONTAL MOVEMENT.

8. IN THE EVENT OF CONFLICTS BETWEEN REFLECTED CEILING PLANS AND CORRESPONDING DISCIPLINES, BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION.

EXP

OFFICE

5. SUSPEND ACOUSTICAL CEILING TYPICALLY 1" ABOVE ADJACENT GYPSUM WALL BOARD SOFFITS AND BULKHEADS UNLESS NOTED OTHERWISE.

7. IF A FIXTURE OR OTHER CEILING DEVICE IS NOT SHOWN OR DIMENSIONED - CONFIRM LOCATION WITH ARCHITECT.

S-2

EXP

2. ALL CEILING HEIGHTS AT 9'-0" AFF, U.N.O. CEILING HEIGHT S ARE FROM FINISH FLOOR TO FINISH CEILING. REFER TO REFLECTED CEILING PLANS FOR HEIGHTS.

OFFICE

428

REFLECTED CEILING PLAN LEGEND

426A

A-562

CJ 9' - 0" AFF

8 SUSPENDED 2'x4' LAY-IN ACOUSTICAL CEILING TILE SUSPENDED 2'x4', 4"X4' LAY-IN TECHNICAL CEILING PANEL

OUTSIDE AUDITORS

FILE/ WORK MECH

429

406

COFFEE/ KITCHEN 431 8' - 8" AFF

422

CONFERENCE

TEAMING

COPY 441

442

471

OFFICE

439

440

438

405

SUSPENDED 2'x2' LAY-IN ACOUSTICAL CEILING TILE

10 GYPSUM BOARD CEILING, PAINTED

A-561

NW CORRIDOR

EXP

9' - 0" AFF

481

WOMENS TOILET

A-562

EXP

EXPOSED TO STRUCTURE, PAINTED

MENS TOILET COMM.

ELEC.

407

408

08.002

9' - 0" AFF 12.001

CONFERENCE

WIRING CLOSET

OFFICE

418

472

H10

A-561

A-615

A-562

9' - 0" AFF

08.002

SOUND ABSORBING ACOUSTICAL PLASTER ASSEMBLY

404

12 RECESSED ADJUSTABLE FIXTURE

CONFERENCE

444

A-562

LAY-IN LIGHT FIXTURE 4" CONTINUOUS LINEAR LIGHT FIXTURE

9' - 0" AFF

421

VP OFFICE 443

12.001

CONTROL JOINT SPEAKER - SEE A/V

SPRINKLER HEAD

OFFICE 415

OFFICE 200' - 4 1/2"

HSSE

N.I.C. - INDICATES AREA NOT IN CONTRACT

445

9' - 0" AFF

420

17 12.001

13 A-562

36 BAYS @ 5'-0" = 180' - 0"

KEYNOTES

OFFICE

OFFICE 416

A-562

9' - 0" AFF

12.001

A-562

446

OPEN TO ABOVE

##.###

9' - 0" AFF 9' - 0" AFF

08.002 12.001 12.002 E.012

ACCORDION DOOR MANUAL ROLLER SHADE MOTORIZED ROLLER SHADE. EXISTING CEILING GRID AND LIGHT FIXTURES TO REMAIN. REPLACE EXISTING ACOUSTICAL CEILING TILE WITH NEW ACT AND PAINT EXISTING GRID

9' - 0" AFF

COPY CONFERENCE

417

447

411

9' - 0" AFF

12.001

OFFICE

OFFICE OF THE CEO

449

OFFICE 414

12.001

9' - 0" AFF

WIRING CLOSET 448

A-432

INSURANCE

419

CONFERENCE 14

413

08.002

A-562 9' - 0" AFF

ELEVATOR 1

9' - 0" AFF

E-1 08.002

A-562

ELEVATOR 2

9' - 0" AFF

E-2 9' - 0" AFF

9' - 0" AFF

MENS TOILET 409

9' - 0" AFF

ELEC.

9' - 0" AFF

A-562

WOMENS TOILET

402

14 7

A-561

A-562

EXP

OFFICE

470

469

A-562

EXECUTIVE VISITING 465

410

2 9' - 3" AFF

PENTHOUSE STAIR

A-562

COPY

STORAGE

455

464

KITCHEN

TOILET

S-6

MECH

450

454

403

ETR

A/V ROOM

E.012

Murphy USA

JAN

451

400

TOILET 452

14 A-562 CJ

Checker

EXECUTIVE CONFERENCE

462

MEETING

463

E.012

456

LEGAL

30 9' - 0" AFF

E.012

Commision #15054.00 200 Peach Street El Dorado, AR 71730

468

SE STAIR 4

Checked by:

CONFERENCE

S-4

467

EXECUTIVE BOARDROOM

OFFICE

CONFERENCE

WET BAR

461

460

459

458

457

466 9' - 0" AFF

12.002

A-562

E.012

12.002

35 11

E.012 12.002

12.002

A-562 12.002

A-562

12.001

Westlake Reed Leskosky

453 E.012

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FOURTH FLOOR REFLECTED CEILING PLAN

MM Drawn by:

42 BAYS @ 5'-0" = 210' - 0"

04 FOURTH FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0"

A-124

12/1/2015 4:16:44 PM

PRIMARY A

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

17' - 3 1/2"

0.0

GENERAL NOTES REFLECTED CEILING PLAN

3' - 1"

0.8 1

1. REFLECTED CEILING PLANS CONSTITUTE A GRAPHIC REPRESENTATION OF CEILING-MOUNTED ELEMENTS FOR THE PURPOSE OF COORDINATION. REFER TO THE APPROPRIATE DISCIPLINE FOR INFORMATION REGARDING EACH OF THESE ELEMENTS. 2. ALL CEILING HEIGHTS AT 9'-0" AFF, U.N.O. CEILING HEIGHT S ARE FROM FINISH FLOOR TO FINISH CEILING. REFER TO REFLECTED CEILING PLANS FOR HEIGHTS. 3. CEILING GRIDS OR TILES SHALL BE CENTERED IN SPACE UNLESS NOTED OR DIMENSIONED OTHERWISE. ALIGN CEILING GRIDS AND FIXTURES AS NOTED OR DIMENSIONED.

4. WHERE FIXTURE OR DEVICES ARE SHOWN IN THE CEILING PANEL, THEY SHALL BE CENTERED IN THE PANEL UNLESS OTHERWISE INDICATED.

5. SUSPEND ACOUSTICAL CEILING TYPICALLY 1" ABOVE ADJACENT GYPSUM WALL BOARD SOFFITS AND BULKHEADS UNLESS NOTED OTHERWISE.

6. ALL SOFFITS AND BULKHEADS SHALL BE BRACED LATERALLY TO RESIST HORIZONTAL MOVEMENT. 7. IF A FIXTURE OR OTHER CEILING DEVICE IS NOT SHOWN OR DIMENSIONED - CONFIRM LOCATION WITH ARCHITECT.

6 8. IN THE EVENT OF CONFLICTS BETWEEN REFLECTED CEILING PLANS AND CORRESPONDING DISCIPLINES, BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION.

REFLECTED CEILING PLAN LEGEND SUSPENDED 2'x4' LAY-IN ACOUSTICAL CEILING TILE

9 SUSPENDED 2'x4', 4"X4' LAY-IN TECHNICAL CEILING PANEL

SUSPENDED 2'x2' LAY-IN ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING, PAINTED

11 EXP

EXPOSED TO STRUCTURE, PAINTED SOUND ABSORBING ACOUSTICAL PLASTER ASSEMBLY RECESSED ADJUSTABLE FIXTURE

13 LAY-IN LIGHT FIXTURE

4" CONTINUOUS LINEAR LIGHT FIXTURE CJ

CONTROL JOINT SPEAKER - SEE A/V SPRINKLER HEAD

200' - 4 1/2"

16 N.I.C. - INDICATES AREA NOT IN CONTRACT

36 BAYS @ 5'-0" = 180' - 0"

KEYNOTES ATRIUM

##.###

P-10

20 EXISTING TO REMAIN

STORAGE-2 P-05 ETR

MECH P-04 ETR

ELEVATOR PENTHOUSE

MECH 27

P-02

P-03

ETR

STORAGE -1 P-01

ETR

Murphy USA

Checker

Checked by:

Westlake Reed Leskosky

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

PENTHOUSE FLOOR REFLECTED CEILING PLAN

MM Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

42 BAYS @ 5'-0" = 210' - 0"

05 PENTHOUSE FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0"

A-125

12/1/2015 4:17:21 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

A TOP OF LIMESTONE 2 72' - 8"

D.043

BOTTOM OF LIMESTONE 64' - 0" TOP OF LIMESTONE 57' - 8"

General Notes 1. 2.

SEE SHEET A-106 FOR ALTERNATE #2. SEE STRUCTURAL DRAWINGS FOR STEEL CANOPY GEOMETRY.

04 FOURTH FLOOR 40' - 0"

KEYNOTES 05.017 05.019

03 THIRD FLOOR 26' - 8" 1

A-310

08.008 26.001 26.007 D.043 08.008

07.001

08.006

07.001 07.017 08.003 08.006

08.006

3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH CUSTOM BUILT UP SECTION, WELDED, TAPERED AESS W/ HIGH PERFORMANCE COATING STANDING SEAM ZINC ROOF OVER INSULATED STEEL DECK ZINC COMPOSITE MATERIAL PANEL REVOLVING DOOR SLOPED GLAZING ASSEMBLY EXTRUDED ALUMINUM ANODIZED GLASS TYPE 6. SEE GLASS TYPE LEGEND LIGHT FIXTURE - SEE ELECTRICAL LED STEPLIGHT REMOVE EXISTING LOUVER FOR NEW LOUVER REPLACEMENT - SEE ROOF PLAN AND MECH.

02 SECOND FLOOR 13' - 4"

GLASS TYPES

05.019

NOTE: TYPES BELOW ARE INDICATED FOR CONVIENENCE. SEE TECHNICAL SPECIFICATION SECTION 088000 FOR GLASS TYPE DESCRIPTIONS.

6 A-201

26.001

05.017

ALIGN

26.007

3/8" CLEAR, FULLY TEMPERED GLASS

9/16" CLEAR, LAMINATED GLASS

1/2" CLEAR, FULLY TEMPERED - LOW IRON

9/16" CLEAR, LAMINATED GLASS - LOW IRON

CLEAR, FIRE-RATED SAFETY GLASS

5/8" LAMINATED SAFETY GLASS, SELF CLEANING COATING ON TOP SURFACE, 80% LIGHT TRANSMISSION PVB INTERLAYER

10-5/16" LOW IRON, TEMPERED CHANNEL GLASS SYSTEM (DOUBLE GLAZED IN CURVED TRACK)

1" CLEAR, TEMPERED INSULATED GLASS UNIT (IGU)

TEMPERED (SEE ELEVATIONS FOR LOCATIONS)

01 FIRST FLOOR 0' - 0"

05.017

BLANK OFF EXISTING LOUVER

00 BASEMENT -14' - 0"

BUILDING ELEVATION - NORTH

GLASS NOTES:

1/8" = 1'-0"

1. 2.

0.0 0.8

0.8

0.0 QQ

5. 5' - 5"

6' - 4"

5' - 5"

02 SECOND FLOOR 13' - 4"

A-502

A-502 07.017

A-615

1 1

A-502

A-615

8' - 10"

10' - 10"

02 SECOND FLOOR 13' - 4"

A-502

07.017

OPP.

4' - 5"

ULTRA-QUICK DRYING TYPE SEALANT MUST BE USED FOR ALL GLASS LAMINATE LOCATIONS. ALL SEALANTS AT BUTTGLAZED JOINTS TO BE TRANSLUCENT COLOR U.O.N. ALL GLASS IN DOORS, ADJACENT TO DOORS AND WITHIN 18" FROM FLOOR MUST BE SAFETY GLASS (TEMPERED OR LAMINATED). ALL GLASS OVERHEAD MUST BE SAFETY GLASS (LAMINATED TYPE ONLY). ALL EXTERIOR INSULATED GLAZING MUST MEET OR EXCEED LOCAL AND FEDERAL ENERGY CODES. SHOP DRAWINGS ARE REQUIRED FOR ALL GLAZING AND ALL SIZES TO BE VERIFIED BASED ON FIELD CONDITIONS U.O.N.

1 1

A-502

A-615

A-502

6' - 0" 5' - 0"

5' - 0"

OPP.

01 FIRST FLOOR 0' - 0" 1' - 2"

5' - 0"

10' - 10"

4' - 5"

##.###

01 FIRST FLOOR 0' - 0"

1' - 2"

CLEAR ANODIZED ALUMINUM FRAME

CLEAR ANODIZED ALUMINUM FRAME CLEAR ANODIZED ALUMINUM FRAME

ENLARGED ELEVATION

1/4" = 1'-0"

ENLARGED ELEVATION

1/4" = 1'-0"

ENLARGED ELEVATION 1/4" = 1'-0"

Murphy USA

6 08.003

Checked by:

A-615

MM Drawn by:

A-501

A-615

A-501

A-615

A-501

A-615

A-501

A-615

EXISTING OPENING

ENLARGED ELEVATION 1/4" = 1'-0"

5 A-615

08.003

ENLARGED ELEVATION 1/4" = 1'-0"

A-615

01 FIRST FLOOR 0' - 0"

27' - 6" VIF EXISTING OPENING CLEAR ANODIZED ALUMINUM FRAME

DARK BRONZE ANODIZED ALUMINUM FRAME

12' - 6" VIF

DARK BRONZE ANODIZED ALUMINUM FRAME

A-615

12' - 6" VIF

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

27' - 6" VIF

ENLARGED ELEVATION - NORTH ENTRY 1/4" = 1'-0"

CLEAR ANODIZED ALUMINUM FRAME

EXISTING OPENING

9' - 0" VIF

EXISTING OPENING

9' - 0" VIF

Checker

01 FIRST FLOOR 0' - 0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

EXTERIOR ELEVATIONS

ENLARGED ELEVATION - SOUTH ENTRY 1/4" = 1'-0"

A-201

12/1/2015 4:18:11 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

KEYNOTES 05.001 05.006 05.014 08.010 08.011 21.001

STEEL PANELS AT THIS LOCATION TO BE FURRED-OUT FLUSH WITH EXISTING GLASS ELEVATOR ENCLOSURE.

##.###

STEEL BEAM W/2 HR. SPRAY-ON FIREPROOFING - SEE STRUC. REPLACE EXISTING GLAZING STANDOFFS WITH STAINLESS STEEL STANDOFFS LIGHT GA. BLACK OXIDE COATED STEEL WITH CLEAR SEALER LAMINATED TO 3/4" FIRE RETARDANT PLYWOOD 1/2" TEMPERED, LOW-IRON GLASS GLASS GUARDRAIL W/S.S. STANDOFFS GLASS PARTITION AT ATRIUM ENCLOSURE - SEE F-DWGS FOR SPRINKLER REQUIREMENTS.

4 A-441

4' - 0"

PENTHOUSE ROOF 70' - 4"

15' - 7 1/2"

PENTHOUSE ROOF 70' - 4"

NOTE: HAIRLINE BASE JOINTS - TYP.

14' - 8 1/2"

08.010 TYP. 05.014

05.014

05 PENTHOUSE FLOOR 54' - 8 1/2"

11' - 0"

05 PENTHOUSE FLOOR 54' - 8 1/2"

NOTE: 08.011 TYP.

NOTE: 3/4" JOINTS AT CEILING - TYP.

MAINTAIN HORIZ. JOINTS AROUND CORNERS

A-441

A-432

04 FOURTH FLOOR 40' - 0"

13' - 4"

NOTE: TEAMING

9 A-511

OPEN WORKSTATION AREA

ALIGN FACES OF GLASS AND STEEL PANELS

314

OA-W3

03 THIRD FLOOR 26' - 8"

11 ALIGN JOINTS TYP.

03 THIRD FLOOR 26' - 8"

13' - 4"

A-561

OPEN WORKSTATION AREA

05.006

TEAMING

TYP.

215

OA-E2

OA-W2

02 SECOND FLOOR 13' - 4"

13' - 4"

A-562

21.001

ATRIUM

21.001

111

01 FIRST FLOOR 0' - 0" 5' - 0"

5' - 0"

3' - 9" 2' - 6" 3' - 9"

5' - 0"

01 FIRST FLOOR 0' - 0"

3' - 9"

21.001

ATRIUM - W 3

1/8" = 1'-0"

21.001 EXISTING ELEVATOR GLASS ENCLOSURE

ATRIUM - S 1/8" = 1'-0"

PENTHOUSE ROOF 70' - 4"

4 A-441

05 PENTHOUSE FLOOR 54' - 8 1/2"

05.001

TYP.

Murphy USA

05.014

04 FOURTH FLOOR 40' - 0"

OPEN WORKSTATION AREA

9 A-511

Commision #15054.00 200 Peach Street El Dorado, AR 71730

05.014 TYP.

TEAMING 312

OA-W3

03 THIRD FLOOR 26' - 8"

Checked by:

Checker

04 FOURTH FLOOR 40' - 0"

03 THIRD FLOOR 26' - 8"

OPEN WORKSTATION AREA

TEAMING 213

OA-E2

02 SECOND FLOOR 13' - 4"

ALIGN JOINTS - TYP.

Author

OPEN WORKSTATION AREA

Drawn by:

OA-E1

OA-W1

3' - 8"

5' - 1"

ATRIUM - E 1/8" = 1'-0"

5' - 0"

3' - 9" 2' - 6" 3' - 9"

5' - 0"

01 FIRST FLOOR 0' - 0"

01 FIRST FLOOR 0' - 0" SEE SHEET A-421 FOR STAIR

ATRIUM - N 1/8" = 1'-0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

BUILDING SECTIONS

OPEN WORKSTATION AREA

12 A-562

Westlake Reed Leskosky

A-301

12/1/2015 4:18:24 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

General Notes 1. 2.

3.9

1' - 0"

0.8

0.0

17' - 6"

7' - 3 1/2"

11 A-501

6' - 3"

3' - 9"

2' - 6"

0.8

0.0

KEYNOTES

##.###

EQ 10 A-501

3 A-501 1 3/4" / 1 '-0"

7' - 10 1/2" 7 A-501

8 A-501

08.006 08.006

23' - 4 1/2"

10 A-501

26.008 05.019

03.001 03.007 03.012

6' - 3"

1 3/4" / 1 '-0"

08.006

10 A-501

3' - 9"

08.006

2' - 6"

05.002

3' - 0"

02 SECOND FLOOR 13' - 4"

7 A-501

8 A-501

05.016 05.017

2' - 4"

SEE SHEET A-106 FOR ALTERNATE #2. SEE STRUCTURAL DRAWINGS FOR STEEL CANOPY GEOMETRY.

05.018

26.008

05.019

5 05.024 05.025 05.040 07.001 07.002 07.004 07.005 07.007

A-501 05.019

08.006 05.040

05.019

05.019 07.007

A-422

08.004

A-422 2 A-503

05.017

10 A-503

05.017

08.021 09.001 26.007 26.008 26.010 32.001

05.025

32.002

05.018

2 A-501

05.002 1 A-615

08.004 08.006

11' - 0"

8 A-503

32.002

32.001

NEW SLAB ON GRADE. - SEE STRUCTURAL COMPACTED GRANULAR BASE NEW CAST IN PLACE CONCRETE RETAINING WALL AND FOUNDATION. SEE STRUCT. STEEL COLUMN W/ HOT DIPPED GALVANIZING AND HIGH PERFORMING COATING - SEE STRUC. STAINLESS STEEL RAILING 2" X 3/4" BAR STOCK 3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH AESS TUBE SECTION W/ HIGH PERFORMANCE COATING. SEE STRUCTURAL. CUSTOM BUILT UP SECTION, WELDED, TAPERED AESS W/ HIGH PERFORMANCE COATING STEEL ANGLE - SEE STRUCT. COLD FORM METAL FRAMING HSS 6"X4"X1/4" - SEE STRUC. STANDING SEAM ZINC ROOF OVER INSULATED STEEL DECK EXTERIOR GRADE GYPSUM BOARD SOFFIT PANEL PAINTED. VAPOR BARRIER 3" RIGID INSULATION AT PERIMETER 2" X 3" ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER SEE CIVIL SSG ALUMINUM CURTAIN WALL SYSTEM SLOPED GLAZING ASSEMBLY EXTRUDED ALUMINUM ANODIZED ACCESSIBLE PUSH BUTTON AUTOMATIC DOOR OPENER SUSPENDED GYPSUM BOARD CEILING LED STEPLIGHT LINEAR LED LUMINAIRE LED DOWNLIGHT - SEE ELECTRICAL THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB. THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON NEW CONCRETE SLAB.

01 FIRST FLOOR 0' - 0" 03.012

EXISTING CONCRETE BEAM

32.002

EXISTING COMPOSITE STEEL AND CONCRETE DECK

WALL SECTION - CANOPY SECTION - N2

3/8" = 1'-0"

0.8

WALL SECTION - CANOPY SECTION - NW 3/8" = 1'-0"

0.0

0.8

0.0

10 A-502

3 A-501 7' - 10 1/2"

10' - 0"

17' - 10 1/2"

VARIES

8' - 0" 07.001

08.006 10 A-501

05.024

6 A-501

7 A-501

9 A-501

7 A-501

1 3/4" / 1 '-0"

9 A-502

Murphy USA

26.008 05.019

Checker

05.019 07.002

9 A-561

26.010

Checked by:

05.002

08.021 1' - 0"

05.016

A-422

08.004

03.007

A-503

1/8" / 1'-0"

6 A-502

05.025 05.017

32.002

03.007

07.004

03.001

07.005

WALKWAY SEE LANDSCAPE

26.007 05.017 05.017

1" / 1'-0"

Drawn by:

WALL SECTION - CANOPY SECTION - N 3/8" = 1'-0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

WALL SECTIONS

03.012

SEE LANDSCAPE

Westlake Reed Leskosky

05.018

05.016

11 32.002

Commision #15054.00 200 Peach Street El Dorado, AR 71730

09.001

WALL SECTION - ENCLOSED PATIO 3/8" = 1'-0"

A-310

EQUIPMENT SCHEDULE

LAVATORY MOUNTED SOAP DISPENSER WALL MOUNTED SOAP DISPENSER GRAB BARS

BOBRICK, B-822 BRADLEY CORP, 6563

C1 C2 C3 C4 D E1 E2

PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER SEMI-RECESSED NAPKIN/TAMPON VENDOR COMBINATION UNIT CLASSIC SERIES SURFACE MOUNTED SEAT COVER DISPENSER MIRROR

BOBRICK, B-39003 BOBRICK, B-38032 BOBRICK, B-35903 WP255 DOLPHIN PRESTIGE PAPER TOWEL DISPENSER BOBRICK, B-3706 25 BRADLEY CORP, 591-000000 BOBRICK, B-221

G H

COPIER REFRIGERATED DISPLAY CASE

J1 J2 K L M N O1 O2 P Q R S

MICROWAVE MICROWAVE ICED TEA MACHINE COFFEE MAKER UNDER COUNTER ICE MAKER OVEN/STOVE REFRIGERATOR COFFEE / KITCHEN REFRIGERATOR VENT-A-HOOD DISHWASHER ICE MACHINE U.C. TRASHCAN ASSEMBLY

DIMENSIONS W

4 13/16"

3 5/16" 3 3/4"

14 5/8" 8 3/16"

COUNTERTOP-MOUNTED CIRCULAR WASTE CHUTE

MIRRORED GLASS, FRAMELESS, MOUNTED WITH CONCEALED FASTENERS CANON IMAGERUNNER ADVANCE C5250 WITH FINISHER 24" MARVEL LOW PROFILE BEVERAGE REFRIGERATOR ADA HEIGHT, MODEL NO. MA24BRG3 GENERAL ELECTRIC, MODEL NO. JES2051DN1WW, SERIAL NO. FS 903010 GE PROFILE SERIES 2.2 CU. FT.COUNTERTOP MICROWAVE OVEN BUNN TB3 SERIES SUMMIT BIM44GADA GENERAL ELECTRIC, MODEL NO. JB960C0B4CC, SERIAL NO. ZZ2 67918Q GE PROFILE, MODEL NO. PFS22MBSAWW, SERIAL NO. HH045850 LIEBHERR FREESTANDING 24" STAINLESS STEEL REFRIGERATOR WHIRLPOOL, MODEL NO. RH2630XJT0, SERIAL NO. FRL08 80867 KENMORE, MODEL NO. 665.13092N410, SERIAL: F44309289, TYPE:583-1 KOLD DRAFT, MODEL NO. GT551AHK REV-A-SHELF DOUBLE BOTTOM MOUNT ALUMINUM WASTE CONTAINERS, MODEL NO. 5349-2150DM - 50QT - BRUSHED / WHITE BOBRICK B-532

MEP+T REQUIREMENTS PROVIDED BY

8 3/16" 6 1/4" 13" 3 15/16" 13 7/8" 17 1/8"

17 1/4" 13" 3 3/4" 11 23/32" 7 15/16" 4 1/2"

56" 55 1/8" 18 15/16" 5 27/32" 27 7/8" 30 5/8"

15 3/4"

11"

18"

1/8"

SPEC SECTION

INSTALLED BY

CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR

ALIGN DEVICES ALONG CENTERLINE

COMMENTS

REFER TO TYPICAL FIXTURE AND ACCESSORIES MOUNTING HEIGHTS (1/A-410) FOR DIMENSIONS

CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR

33 1/2"

24 3/8"

28 1/8"

23 7/8"

25 5/8"

31 1/8"

19 1/4" 24 1/8" 23"

23 7/8" 19 3/4" 12"

13 5/8" 14" 34"

14 1/2" 30" 33 7/8" 24 13/16" 17 5/8" 24" 34"

22.001 F

GENERAL NOTES ENLARGED PLANS & ELEVATIONS

T-4

CONTRACTOR CONTRACTOR FP

23 1/2" 25 3/8" 34 13/16" 23 5/8" 30" 25 3/16" 42 1/2"

LEGEND FS = FIRE ALARM STROBE T = THERMOSTAT ID - ROOM ID PLAQUE (NIC) FP = FIRE ALARM PULL STATION L = SWITCH CR = CARD READER PP = PUSH PLATE T/D = TELE-DATA P = POWER RECEPTACLE

OWNER OWNER CONTRACTOR CONTRACTOR OWNER CONTRACTOR OWNER OWNER CONTRACTOR OWNER OWNER CONTRACTOR OWNER OWNER OWNER CONTRACTOR

32 3/8" 46 1/2" 69" 79 3/16" 6" 34 1/2" 66 3/4"

15" 60 5/16"

CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR

EQ EQ EQ

T/D

GUIDELINES IF t IS LESS THAN OR EQUAL TO 3'-0", X=t/2

2' - 6"

E.016

A-533

A-533 09.020 09.021 22.001 22.002 22.003 22.004 E.015 E.016

TOILET 454 - W 1/4" = 1'-0"

1/2" = 1'-0"

-DENOTES WALL FINISH

DENOTES EQUIPMENT - REFER TO SHEET A-401 FOR EQUIPMENT LIST

KEYNOTES

TYPICAL DEVICE MOUNTING LOCATIONS JJ

1 1/2"

CONTRACTOR CONTRACTOR

FURNITURE PROVIDED FOR REFERENCE ONLY - REFER TO I-200 SERIES FOR FURNITURE PLANS REFER TO I-100 SERIES FOR ROOM FINISH SCHEDULE AND FINISH PLANS.

5' - 3 1/8"

IF t IS GREATER THAN 3'-0", X = 1'-0"

18"

A1 A2 B

BASIS OF DESIGN

4' - 0"

DESCRIPTION

5' - 0"

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

EDGE OF DOOR FRAME, WINDOW FRAME, OR WALL CORNER

6' - 11 1/2"

12/1/2015 4:18:42 PM

PRIMARY

##.###

REFINISH PARTITIONS, SEE FINISH SCHEDULE REFINISH CABINETS, ALT #3 TOILET, SEE PLUMBING SINK, SEE PLUMBING DRINKING FOUNTAIN, SEE PLUMBING URINAL, SEE PLUMBING EXISTING URINAL TO REMAIN EXISTING TOILET TO REMAIN

GG T-4

21 25

A-401

T-4

TOILET 452 - W

22 ENLARGED PLAN - TOILET 454

1/4" = 1'-0"

TOILET 454 - N

TOILET 454 - E

1/4" = 1'-0"

TOILET 454 - S

1/4" = 1'-0"

ENLARGED PLAN - TOILET 452 1/4" = 1'-0"

A-562 F

C1 F

09.021

T-4 1' - 4" 2' - 2"

T-4

T-4 C4

T-4

09.020 A1

22.002 4' - 0"

SSM-2

E.015 09.021 E.016

A1 8

22.001

ADA

A-533

22.004

22.002

MENS TOILET - E

ADA E1

MENS TOILET - S

1/4" = 1'-0"

MENS TOILET - N

1/4" = 1'-0"

MENS TOILET - W

1/4" = 1'-0"

22.002

E.015

E.016

E.015

TOILET 452 - N

1/4" = 1'-0"

TOILET 452 - E

1/4" = 1'-0"

E.016

TOILET 452 - S 1/4" = 1'-0"

14 A-562

1/4" = 1'-0"

2' - 2" 1' - 4"

3' - 0"

T-4

22.002 4' - 0"

MENS TOILET 17

2' - 9"

22.001

WOMENS TOILET - E

1/4" = 1'-0"

3' - 2"

22.001

7' - 8"

22.001

ADA

5' - 1"

5' - 0"

7' - 11"

A-533

3' - 0" 18

1' - 6"

3' - 2"

A-401

10"

5' - 0"

SSM-2

15 4' - 2"

109

WOMENS TOILET - N

1/4" = 1'-0"

WOMENS TOILET - S

1/4" = 1'-0"

WOMENS TOILET - W 1/4" = 1'-0"

A 7' - 11"

A-411

4' - 9 7/8" 5' - 0"

2' - 11"

22.003

F 10

4' - 1"

8 5' - 0"

2' - 11 1/2" 2' - 10 1/2"

A-401

1' - 0"

Checked by:

2' - 6"

F T

Checker

110

114A

A-401

WOMENS TOILET

LOBBY TOILET ROOM

4 9' - 8 3/4"

1' - 6"

114A

3' - 2"

5' - 1"

CHASE WIDTH 10 3/8"

1' - 6"

TYPICAL ENLARGED TOILET ROOM

1/4" = 1'-0"

T-4

A2 22.002

1/4" = 1'-0"

LOBBY TOILET ROOM - E

LOBBY TOILET ROOM - N

1/4" = 1'-0"

ADA

A-533

LOBBY TOILET ROOM - S

1/4" = 1'-0"

22.001

1/4" = 1'-0"

Drawn by:

STANDARD URINAL

ADA URINAL

STANDARD ADA WATER WATER CLOSET CLOSET

SINK

TYPICAL FIXTURE AND ACCESSORIES MOUNTING HEIGHTS 1

Typical Mounting Heights 1/4" = 1'-0"

7" - 9"

16"-18"

1' - 3" MIN

C2 ACCESSIBLE STALL SIDE WALL ELEVATION

ACCESSIBLE STALL REAR WALL ELEVATION

0' - 6" MAX 0' - 8" MIN TOE CLEARANCE KNEE CLEAR1' - 7" ANCE MIN DEPTH TYP. LAVATORY DIMENSIONS

TO BOTTOM OF REFLECTING SURFACE

3' - 4" MAX

TO SURFACE

2' - 10"

TO APRON

2' - 5"

TO SINK BOTTOM

2' - 3"

TOE CLEAR.

2' - 10"

3' - 0"

MIN

TO CONTROLS 1' - 7 3/16"

3' - 4"

BOTTOM OF REFLECTING SURFACE

40" MAX

2.00 MIN 31"

TO CONTROLS

3' - 4" MAX

40"

37"

34"

19"

16"

MAX

19"

24"

MAX

42"

40" CL OF DISPENSER

PARTITION MOUNTED

60"

18"

EXISTING TO REMAIN

1' - 0"

0' - 9" MIN

3' - 6"

CORNER

Westlake Reed Leskosky 2

LOBBY TOILET ROOM - W 1/4" = 1'-0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

5' - 4 1/4" CONTROLS LOCATED 38" - 48" A.F.F. GIVE EASY ACCESS FOR ALL USERS

MAX 6"

Commision #15054.00 200 Peach Street El Dorado, AR 71730

ADA

ENLARGED PLAN - LOBBY TOILET ROOM

Murphy USA

5' - 0"

MAX 12"

T-4 A2

T-4

ENLARGED RESTROOM PLANS & ELEVATIONS

A-401

5 26.001

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

5 A-533

A-533

2' - 6"

IPT-2

PL-1 PL-1

PL-1

12/1/2015 4:19:08 PM

PRIMARY

12.003 IPT-2

SSM-1

GENERAL NOTES ENLARGED PLANS & ELEVATIONS

2' - 10"

5' - 6"

7' - 0"

5' - 6"

7' - 0"

12.003

1' - 8"

IPT-2

PL-1 EQ

9' - 9 1/2"

A-533

COATS COPY - N

1/4" = 1'-0"

COATS 316-N

1/4" = 1'-0"

COPY 216 - E

COPY 349 - S

1/4" = 1'-0"

COPY 355 - S

1/4" = 1'-0"

COPY 441 - S

1/4" = 1'-0"

FURNITURE PROVIDED FOR REFERENCE ONLY - REFER TO I-200 SERIES FOR FURNITURE PLANS REFER TO I-100 SERIES FOR ROOM FINISH SCHEDULE AND FINISH PLANS.

1/4" = 1'-0" X

-DENOTES WALL FINISH DENOTES EQUIPMENT - REFER TO SHEET A-401 FOR EQUIPMENT LIST

A-533 5

13' - 9"

A-533

KEYNOTES

22.002

A-533

K 12.003

IPT-2

SSM-1

7 A-533

PL-1

PL-1 EQ

9' - 10 1/8"

6' - 10 1/2" 6

6' - 10 1/2"

12' - 1 1/8"

A-533

7' - 0 3/8"

1' - 3"

4' - 0"

A-533

9' - 8"

2' - 2 5/8"

3' - 6"

1/4" = 1'-0"

3' - 6"

COPY 234 - W

1/4" = 1'-0"

KITCHEN 431 - E

A-533

15' - 10 1/8"

COFFEE / KITCHEN 431 - S

1/4" = 1'-0"

6' - 7 1/2"

A-533

COPY 131 - E

A-533

COPY 417 - E

22.002 22.005 26.001 26.009

1' - 3"

2' - 10"

SSM-1 PL-1

2' - 1"

COAT CLOSET; PROVIDE CHROME ROD AND HIGH-PRESSURE LAMINATE SHELF, CONTINUOUS SINK, SEE PLUMBING BOTTLE FILLING STATION - SEE PLUMBING LIGHT FIXTURE - SEE ELECTRICAL UNDER CABINET LIGHTING, SEE ELECTRICAL

2' - 11"

2' - 6"

OPEN TO BEYOND

1' - 8"

PL-1

T-5

ALIGN

2' - 10"

SSM-1

PL-1

1' - 8"

2' - 6"

4' - 2 1/16"

SSM-1 2' - 10"

PL-1

2' - 10"

2' - 8 1/16" 1' - 6"

SSM-1

PL-1

2' - 10"

2' - 10" 1' - 8 1/16" 2' - 6"

PL-1

1 5/8"

IPT-2

2' - 10"

IPT-2

##.###

A-533

COFFEE / KITCHEN 431 - N

1/4" = 1'-0"

5 H

A-533

PL-1

PL-1 EQ

EQ EQ

4' - 0 1/8" 3

4' - 0 1/2"

A-533

7' - 3"

KITCHEN 356 - E 1/4" = 1'-0"

1' - 3" 2' - 11"

ALIGN

1' - 5 1/2"

EQ 2' - 3 3/4"

3' - 6"

A-533

1/4" = 1'-0"

1' - 0"

1' - 4"

4' - 0"

2' - 5 1/2"

KITCHEN 315 - W

KITCHEN 217 - W

1/4" = 1'-0"

KITCHEN 217 - E

A-533

1/4" = 1'-0"

A-533

REF

KK 1' - 9"

1 5/8"

2' - 1 3/4"

2' - 5"

3' - 0"

3' - 6"

16' - 8 1/4"

1 A-533

2' - 7 1/2"

2' - 11"

3' - 0"

2' - 6"

T-5

J1 J1

SSM-1 PL-1

3' - 6"

1' - 3" 3' - 0" 1' - 0 1/4"

PL-1

3' - 6"

3' - 0"

2' - 10"

2' - 5 1/2"

1 1/4"

7 3/8"

2' - 11 3/4"1' - 6 1/4" 2' - 6"

T-4 S

FE 2' - 11 3/4"1' - 6 1/4" 2' - 6"

1' - 2"

2' - 6"

PL-1

3' - 8 1/4"

1' - 3"

3' - 0"

SSM-1

PL-1

22.002

IPT-2 2' - 11"

2' - 11"

T-5

22.002

1' - 8"

PL-1

1 3/4"2' - 0"

2' - 6"

1' - 0"

IPT-2

2 3/8"

3' - 6"

1' - 6" 2' - 0"

A-533

3' - 6"

14' - 0 1/2"

A-402 19

STORAGE T-5

133B 10' - 0"

SSM-1

3' - 0 3/16"

PL-1

11 1/8"

13' - 8 3/8"

3' - 0"

A-533

2' - 1"

26.009

KITCHEN 217 N

11 U

PL-1

A-533

1/4" = 1'-0"

SSM-1

9' - 8"

COFFEE/KITCHEN 356 - N

A-533

6' - 1 1/2"

15' - 5 1/4"

KITCHEN 356 - S

L 7

A-533

2' - 10"

SSM-1

1' - 0"

2' - 6"

T-5

SSM-1

2' - 2"

1' - 8"

ALIGN

22.002 C3

1 3/4" PL-1

A-533

IPT-2

2' - 10"

COFFEE/ KITCHEN

3' - 4 1/8"

431 22.005

2 A-533 9 3/4" 18' - 0 3/8"

KITCHEN 217 - S

1/4" = 1'-0"

KITCHEN 134 - S

1/4" = 1'-0"

KITCHEN 134 - E

1/4" = 1'-0"

A-402

2' - 0 7/8"

W ALIGN

10' - 0"

ALIGN

1' - 3"

Commision #15054.00 200 Peach Street El Dorado, AR 71730

ALIGN

16' - 8 1/4"

10' - 0"

1' - 3"

REF

315

A-402

14' - 7 1/2"

7' - 7"

13' - 9"

2' - 0 3/4"

H 28

316

ENLARGED PLAN

14' - 7 3/8"

26.009

ENLARGED PLAN 1/4" = 1'-0"

1' - 11 7/8"

216

A-402

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

ENLARGED PLANS & ELEVATIONS

H 27

218

A-402

COPY

COATS 29

A-402 A

A-402 10

26.009

COATS

3' - 0"

22.005 EQ

1' - 3"

1' - 6"

2' - 6"

217

10 16

356

2' - 1"

A-402

COFFEE

2' - 1"

3' - 11"

13' - 11 7/8"

COFFEE/ KITCHEN

13' - 2 1/8"

9 1/2"

KITCHEN 3' - 9 3/8"

11 2' - 3 3/4"

3' - 0"

1' - 3"

Westlake Reed Leskosky

22.005

3' - 0"

FEC1

5' - 10 3/8"

3' - 0"

FEC1

2' - 3"

26.009

134

1/4" = 1'-0"

6' - 1 3/4"

A-402

Murphy USA

1/4" = 1'-0"

26.009 D

355

Drawn by:

ALIGN

KITCHEN

X 16' - 8 1/4"

3' - 0"

7 1/2"

ALIGN

COPY

1' - 9"

Checked by:

Checker

2' - 0"

1/4" = 1'-0"

QQ 1' - 3"

3' - 0"

ENLARGED PLAN

REF

STORAGE 133B

REF

KITCHEN 134 - N

REF

ENLARGED PLAN 1/4" = 1'-0"

A-402

12/1/2015 4:19:18 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

GENERAL NOTES ENLARGED PLANS & ELEVATIONS

EQUIPMENT SCHEDULE - BASEMENT EQUIPMENT

ID AA BB CC DD EE FF GG HH II JJ KK LL MM NN OO PP QQ RR SS TT UU VV WW XX YY ZZ AAA BBB CCC DDD EEE FFF GGG HHH JJJ LLL MMM

DESCRIPTION IMAGE PRESS C800 COPIER/PRINTER C700 COPIER/PRINTER LARGE PAPER CUTTER EXTERNAL FOLDING UNIT SMALL LAMINATING MACHINE LARGE LAMINATING MACHINE PAPER JOGGER COVERBIND MACHINE PAPER PALLET BOOK PUNCHES COIL CRIMPER CORNER ROUNDER ELECTRIC STAPLER PADDY WAGON DRILL BINDING MACHINE STEP STOOL ANTI-FATIGUE FLOOR MAT TALL CHAIR FOR WORK TABLE WIRE CART HEAVY DUTY CART SHELVING - HEAVY DUTY SHELVING BOOK CASE LARGE WORK TABLE SMALL TABLE BIG DRINK COOLER FED EX SHIPPING / RECEIVING POSTAGE FED EX MAIL SORTING BINS MAIL SORTING TABLE BULK MAILER BUILDING OPS. MECHANICS WORKSTATION MEETING TABLE COOLER WORK TABLE

DIMENSIONS W 32" 32" 51" 24 1/2" 7 3/4" 19 3/4" 11 1/2" 25" 48" 21" 10 1/2" 5" 6 5/16" 30" 19 1/2" 14" 20" 36" 25" 23" 24" 24" 24" 13" 48" 36" 30" 48" 36" 24" 16" 48" 24" 48" 30" 30" 48"

L 108" 108" 60 1/2" 49" 20 7/8" 42" 15 1/4" 29 1/2" 48" 22 1/2" 14 1/2" 10 1/2" 9 19/32" 30" 31 1/2" 19" 26" 144" 25" 42" 52 1/4" 72" 72" 34 1/2" 96" 96" 78 1/8" 96" 96" 60" 165" 96" 72" 72" 72" 48" 96"

MEP+T REQUIREMENTS

H 56" 56" 52 1/2" 27" 4 1/8" 28 3/4" 15 1/4" 17" 4" 8 1/2" 5 3/4" 5 3/4" 5 5/16" 66 1/2" 59 1/4" 12" 30" 1/8" 47" 38" 41" 84" 72" 72" 36" 36" 78 5/8"

PROVIDED BY OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER

INSTALLED BY

SPEC SECTION

COMMENTS 1. 2.

-DENOTES WALL FINISH

KEYNOTES

FURNITURE PROVIDED FOR REFERENCE ONLY - REFER TO I-200 SERIES FOR FURNITURE PLANS REFER TO I-100 SERIES FOR ROOM FINISH SCHEDULE AND FINISH PLANS.

##.###

AAA

STORAGE 010

RECEIVING

MECH EQUIPMENT ROOM

001

002

BBB

CCC

ENLARGED PLAN - RECEIVING - 001

1/4" = 1'-0"

GG KK

MAIL ROOM 004

13 TT

PRINT ROOM A

DDD

FFF

003

ZZ SS

MMM

XX RR VV GG EE

15 FF

BUILDING OPERATIONS/ MECHANICS

Checker

005

EEE

LLL

Murphy USA VV

EEE

Commision #15054.00 200 Peach Street El Dorado, AR 71730

GGG JJJ

AA RR

HHH

Checked by:

Westlake Reed Leskosky 18

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

ENLARGED PLANS & ELEVATIONS

WW HHH

HHH

Author

Drawn by:

CD 3

ENLARGED PLAN - 005 & 006 1/4" = 1'-0"

ENLARGED PLAN - MAIL ROOM 004 1/4" = 1'-0"

ENLARGED PLAN - PRINT ROOM-003 1/4" = 1'-0"

A-403

02 SECOND FLOOR 13' - 4"

A-561

NEW GYP SOFFIT ABOVE MODULAR WALL

OPEN TO BEYOND

9' - 0"

12/1/2015 4:20:01 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

WALL MOUNTED INTERACTIVE DISPLAY SEE AUDIO/VISUAL

OPEN TO BEYOND

SEMI-RECESSED FEC

KEYNOTES 05.014 EQ

05.032

08.003 08.017 09.006

10.003

EXISTING FIRE ALARM HORN

OUTSIDE CONFERENCE 132 - N

1/4" = 1'-0"

CUSTOMER EXPERIENCE - E 1/4" = 1'-0"

10.003 22.003 23.002 27.001 E.010

E.010

EXISTING TACKBOARD W/ GLASS DOOR

EXISTING HOSE CABINET

E.022 E.023

09.006

EXISTING RECESSED FIRE EXSTINGUISHER CABINET

22.003

5 EQ. SPACES

MODULAR WALL PANEL

3 EQ. SPACES

GLASS TYPES NOTE: TYPES BELOW ARE INDICATED FOR CONVIENENCE. SEE TECHNICAL SPECIFICATION SECTION 088000 FOR GLASS TYPE DESCRIPTIONS.

1/4" = 1'-0" 9

E.022

23.002

A-561

05.014

23.002

3/8" CLEAR, FULLY TEMPERED GLASS

9/16" CLEAR, LAMINATED GLASS

1/2" CLEAR, FULLY TEMPERED - LOW IRON

9/16" CLEAR, LAMINATED GLASS - LOW IRON

CLEAR, FIRE-RATED SAFETY GLASS

5/8" LAMINATED SAFETY GLASS, SELF CLEANING COATING ON TOP SURFACE, 80% LIGHT TRANSMISSION PVB INTERLAYER

10-5/16" LOW IRON, TEMPERED CHANNEL GLASS SYSTEM (DOUBLE GLAZED IN CURVED TRACK)

1" CLEAR, TEMPERED INSULATED GLASS UNIT (IGU)

TEMPERED (SEE ELEVATIONS FOR LOCATIONS)

E.022

13 9 7

A-562

A-441

E.022

BREAK-OUT 133 - N

1/4" = 1'-0"

E.022

05.032

GLASS NOTES: 1.

ENCLOSED PATIO - S

1/4" = 1'-0" 3.

E.023

08.003

E.023

05.014

E.022

4. 5. 6.

OPEN TO BEYOND

CENTER DOOR CONTROL ON PANEL (TYP.) SEE A-401 FOR MOUNTING HEIGHT

LOBBY - S

1/4" = 1'-0"

LOBBY - E

1/4" = 1'-0"

OPEN TO BEYOND 2' - 6"

MURPHY USA STORE N.I.C

08.017

1' - 0"

LIGHT GA. BLACK OXIDE COATED STEEL WITH CLEAR SEALER LAMINATED TO 3/4" FIRE RETARDANT PLYWOOD STEEL COLUMN WITH 1 HR. INTUMESCENT COATING - SEE STRUC. REVOLVING DOOR FROSTED PRIVACY FILM APPLIED TO GLASS METAL INFILL PANEL FOR ADA DRINKING FOUNTAIN. MATCH EXISTING CONSTRUCTION, EXISTING PANELS TO BE REFINISHED FIRE EXSTINGUISER SIGN DOUBLE SIDED DRINKING FOUNTAIN, SEE PLUMBING SUPPLY AIR JET NOZZLE - SEE MECHANICAL WALL MOUNTED MONITOR - SEE AV METAL PANELS TO BE REFINISHED - PAINT TO MATCH GLAZED PARTITION ALUMINUM FRAMES EXISTING STONE PANEL CLADDING TO REMAIN SALVAGE STONE PANEL CLADDING. REINSTALL IN NEW LOCATION.

CUSTOMER EXPERIENCE - S

1/2" = 1'-0"

##.###

SEE SHEET A-531 FOR RECEPTION DESK

LOBBY - W 1/4" = 1'-0"

E.023

CORRIDOR 159 - S 1/4" = 1'-0"

11 EQ. SPACES

CORRIDOR 159 - N

Murphy USA

1/4" = 1'-0"

FIRST FLOOR INTERIOR ELEVATIONS Checker

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Checked by:

Westlake Reed Leskosky 2

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

INTERIOR ELEVATIONS

Drawn by:

SECOND FLOOR INTERIOR ELEVATIONS

OUTSIDE CONFERENCE 247 - E 1/4" = 1'-0"

OUTSIDE CONFERENCE 229 - W 1/4" = 1'-0"

A-411

12/1/2015 4:20:33 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

KEYNOTES 5"

09.023 12.010 27.001 D.038

9' - 0"

E.026 2

OUTSIDE ENGINEERING CONFERENCE 317 - N

1/4" = 1'-0"

TEAMING - TYP.

OUTSIDE CONFERENCE 467_S

1/4" = 1'-0"

GLASS TYPES

1/4" = 1'-0"

NOTE: TYPES BELOW ARE INDICATED FOR CONVIENENCE. SEE TECHNICAL SPECIFICATION SECTION 088000 FOR GLASS TYPE DESCRIPTIONS.

ALUMINUM CORNER CAP TRANSITION BETWEEN GLAZING AND DOOR TO BE ALL PART OF ONE SYSTEM / MANUFACTURER

OUTSIDE GUEST OFFICE 326 - W

1/4" = 1'-0"

OUTSIDE CONFERENCE 329 - W

1/4" = 1'-0"

3/8" CLEAR, FULLY TEMPERED GLASS

9/16" CLEAR, LAMINATED GLASS

1/2" CLEAR, FULLY TEMPERED - LOW IRON

9/16" CLEAR, LAMINATED GLASS - LOW IRON

CLEAR, FIRE-RATED SAFETY GLASS

5/8" LAMINATED SAFETY GLASS, SELF CLEANING COATING ON TOP SURFACE, 80% LIGHT TRANSMISSION PVB INTERLAYER

10-5/16" LOW IRON, TEMPERED CHANNEL GLASS SYSTEM (DOUBLE GLAZED IN CURVED TRACK)

1" CLEAR, TEMPERED INSULATED GLASS UNIT (IGU)

TEMPERED (SEE ELEVATIONS FOR LOCATIONS)

THIRD FLOOR 325 CONFERENCE - W

GLASS NOTES:

1/4" = 1'-0"

1. 2. 3.

THIRD FLOOR INTERIOR ELEVATIONS

4. 5.

8' - 11 1/2" VIF

11 EQ. SPACES

OUTSIDE CONFERENCE 463 - N

1/4" = 1'-0"

CERAMIC TILE - SEE FINISH SCHEDULE REPLACE EXISTING MARBLE COUNTERTOPS WITH NEW MARBLE COUNTERTOPS WALL MOUNTED MONITOR - SEE AV REMOVE WOOD VENEER ON SOFFIT. PATCH WITH GWB AND PAINT TO MATCH EXISTING MILLWORK TO REMAIN

10 A-533

##.###

CORRIDOR 400 - N

EQ.

EXECUTIVE - S

1/4" = 1'-0"

PAINT TO MATCH ADJACENT GWB SOFFIT

D.038 09.023

12.010

E.026

EXECUTIVE SUITE 462 - W

1/4" = 1'-0"

EXPANSION 430 - S

1/4" = 1'-0"

EXPANSION 430 - W

1/4" = 1'-0"

HSSE 419 - E

1/4" = 1'-0"

CONFERENCE 444 1/4" = 1'-0"

Murphy USA 3

Checked by:

Checker

11 EQ. SPACES

Drawn by:

FOURTH FLOOR INTERIOR ELEVATIONS

OUTSIDE AUDITORS 422 -N 1/4" = 1'-0"

TREASURY 426 - S 1/4" = 1'-0"

OUTSIDE CONFERENCE 421 - W 1/4" = 1'-0"

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

INTERIOR ELEVATIONS

A-412

A-421

05.005

A-421

05.005

1' - 0"

A-421

X 1' - 10 1/2"

12/1/2015 4:21:33 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

A-421

KEYNOTES

9 A-423

##.###

08.011

05.028

05.005

26.008 E.009

SLOPED

05.028 08.011 09.012

GWB SLOPED

E.009 PTD.

26.008 E.009

STAINLESS STEEL 1 1/2" DIA. HANDRAIL MOUNTED TO GLASS GUARDRAIL STAINLESS STEEL EDGE GLASS GUARDRAIL W/S.S. STANDOFFS NEW TERRAZZO LANDINGS AND TREADS ON EXISTING STAIR CONSTRUCTION LINEAR LED LUMINAIRE EXISTING STRUCTURAL STEEL TO REMAIN

08.011

A-421

10 A-423

A-423

LINE OF EXISTING STEEL

ENLARGED STAIR PLAN 01

3/8" = 1'-0"

ENLARGED STAIR PLAN 02 3/8" = 1'-0"

Monumental Stair RCP

3/8" = 1'-0"

3 A-421

A-421

04 FOURTH FLOOR 40' - 0"

13' - 4"

1 A-423

03 THIRD FLOOR 26' - 8"

11 A-423

13' - 4"

A-423

2 A-423

09.012 TYP

3 A-423

08.011

02 SECOND FLOOR 13' - 4"

Murphy USA

TYP

Checker

Commision #15054.00 200 Peach Street El Dorado, AR 71730

3' - 6"

13' - 4"by: Checked

Westlake Reed Leskosky E.009

1' - 0"

3' - 0"

A-423

3' - 0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

ALIGN GLASS JOINT TO EXSITING BOTTOM OF STEEL MITRED EDGE

26.008

A-423

01 FIRST FLOOR 0' - 0"

MM Drawn by:

3D AXON - MONUMENTAL STAIR

ENLARGED STAIR PLANS & SECTIONS

3' - 7"

CD 4

Monumental Stair Section 3/8" = 1'-0"

Monumental Stair Section - Transverse 3/8" = 1'-0"

Monumental Stair Elevation 3/8" = 1'-0"

A-421

SECONDARY 12/1/2015 4:21:49 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

KEYNOTES 03.007 03.012 05.002 4

05.016 05.017

A-310

07.007

05.016 5' - 3"

22.010 22.011 26.005 26.007 32.001

05.017 1' - 3"

1' - 0"

5' - 0"

3' - 0"

05.017

1' - 3"

32.002

05.016 3

5' - 0"

26.007 32.004 32.005 E.009 E.019 E.024

26.007

A-503 32.001

2' - 6"

3' - 0"

01 FIRST FLOOR 0' - 0"

##.###

COMPACTED GRANULAR BASE NEW CAST IN PLACE CONCRETE RETAINING WALL AND FOUNDATION. SEE STRUCT. STEEL COLUMN W/ HOT DIPPED GALVANIZING AND HIGH PERFORMING COATING - SEE STRUC. STAINLESS STEEL RAILING 2" X 3/4" BAR STOCK 3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH 2" X 3" ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER SEE CIVIL SLOT TRENCH DRAIN - SEE PLUMBING STORM WATER PVC PIPING - SEE PLUMBING UPLIGHT FIXTURE - SEE ELECTRICAL LED STEPLIGHT THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB. THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON NEW CONCRETE SLAB. GRANITE STEP ON 1/2" SETTING BED GRANITE SLAB ON 1/2" SETTING BED EXISTING STRUCTURAL STEEL TO REMAIN EXISTING CONCRETE RETAINING WALL TO REMAIN. EXISTING FLOOR DRAIN TO REMAIN

1/8" / 1'-0"

E.019

03.007

STAIR EX-1 - SECTION

3/8" = 1'-0"

A-310

7 A-503

1' - 3"

RAMP SECTION 3/8" = 1'-0"

32.002

S 26' - 0"

26.005

05.017

DD 1 A-503

6" 6"

4' - 0"

1' - 3"

26.005 1 1/2" 1/2"

05.017 -0' - 6"

05.016 E.024 2

A-422

05.016

7' - 2"

05.016

CJ -2' - 6" 3/8" / 1'-0"

0' - 0"

SEE LANDSCAPE DRAWINGS

0.0

3 05.017

1' - 3"

1/8" / 1'-0"

05.016

1 1/2"

A-503

A-422

05.016 CJ 3

32.005

A-422 22.010

05.017

A-503

A-422 CJ

32.005

RAMP PLAN

3/8" = 1'-0"

1 1/2" 2"

05.016

1/2"

05.002

STAIR EX-2 - PLAN

3/8" = 1'-0"

CONCRETE BACKUP WALL 05.017

STAIR EX-1 - PLAN 3/8" = 1'-0"

A-310

U CC

07.007

1' - 0" (4) EQ. TREADS = 4' - 0" 1' - 2" 05.017

26.007

32.004

Murphy USA

26' - 0" 32.005

22.011

1' - 0" (4) EQ. TREADS 4' - 0"

1' - 2"

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Checker

26.007 26.007 05.017

3' - 0"

A-503

32.001

2' - 2 7/8"

ALIGN NEW SLAB TO EXISTING SLAB

32.002

05.017

03.007 1/8" / 1'-0"

A-503 3"

03.012

3' - 0"

1/8" / 1'-0"

3' - 0"

4 1/2"

Checked by:

26.007

1 1/8"

1 26.007

6 A-503 9 A-503

Author Drawn by:

STAIR EX-1 - SECTION 3/8" = 1'-0"

03.007

03.012

8" 1' - 0" 8"

E.009 32.002

EXISTING CONCRETE WALL GRIND SURFACE AND PAINT TO MATCH EXISTING

01 FIRST FLOOR 0' - 0"

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

ENLARGED STAIR PLANS & SECTIONS

8" 1' - 0"

RAMP SECTION 3/8" = 1'-0"

STAIR EX-2 - SECTION 3/8" = 1'-0"

A-422

12/1/2015 4:22:04 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

KEYNOTES 03.005 03.010 05.003 05.004 05.005 05.014 05.024 05.025 05.026 05.027 05.028 06.006 07.003 08.011 09.001 09.012 09.015 09.016 09.017 09.019 10.005 26.008 E.009 E.020 E.021

14 W

A-423

A-421

##.###

RAISED CONCRETE SLAB - SEE STRUC. FULL EPOXY SETTING BED OVER STEEL PAN 1/4" TO 3/8" UNDERNEATH TREAD STAINLESS STEEL RAILING CAP STAINLESS STEEL STRUCTURAL GLASS POINT FITTING STAINLESS STEEL 1 1/2" DIA. HANDRAIL MOUNTED TO GLASS GUARDRAIL LIGHT GA. BLACK OXIDE COATED STEEL WITH CLEAR SEALER LAMINATED TO 3/4" FIRE RETARDANT PLYWOOD STEEL ANGLE - SEE STRUCT. COLD FORM METAL FRAMING NEW STAINLESS STEEL 1 1/2" DIA. HANDRAIL MOUNTED TO EXISTING GLASS GUARDRAIL WELDED STEEL FRAME TO EXISTING HSS STAINLESS STEEL EDGE WOOD BLOCKING - FIRE RETARDANT SILICONE SEALANT GLASS GUARDRAIL W/S.S. STANDOFFS SUSPENDED GYPSUM BOARD CEILING NEW TERRAZZO LANDINGS AND TREADS ON EXISTING STAIR CONSTRUCTION REFINISH EXISTING BASE SHOE WITH STAINLESS STEEL CLADDING NEW TERRAZZO FINISH ON CONCRETE PAD ON SLAB ON GRADE EPOXY TERRAZZO TAPE AND SPACKLE FLANGE IN GYP CEILING 1/2" BLACK EPOXY ABRASIVES STOP 3" FROM BOTH ENDS LINEAR LED LUMINAIRE EXISTING STRUCTURAL STEEL TO REMAIN EXISTING GLASS GUARDRAIL TO REMAIN EXISTING STEEL PAN STAIR

2" 05.004

26.008

09.016 1/4"

1/2"

10.005

E.009 ALIGN

03.005

1/2"

E.021

3 1/2"

03.010

WELD TO EXISTING STRUCTURAL STEEL

PAINT RISERS TYP.

STAIR DETAIL - PLATFORM

DETAIL - STAIR TREAD

3" = 1'-0"

E.009

09.017

01 FIRST FLOOR 0' - 0"

8 A-423

ALIGN

1" "

6 5/8"

05.028

0 3/8

1/2"

R 0' -

3" = 1'-0"

E.009 2"

08.011

1/4"

07.003 05.028

1/2" TEMPERED GLASS

PLAN DETAIL - 01 LANDING 1 1/2" = 1'-0"

MITRED CORNERS 09.012

01 FIRST FLOOR 0' - 0"

STAIR DETAIL - BASE SHOE @ GROUND LEVEL 3" = 1'-0"

STAIR LANDING DETAIL 5

1 5/16"

4 A-423

05.024

3" = 1'-0"

1 3/4" 1"

05.014

1 1/2"

1 1/2" 05.003 07.003

05.005

E.020

WELD STEEL ANGLE TO EXISTING STRUCTURAL STEEL 1 1/2"

3' - 9 3/8"

05.026

26.008

3' - 0"

09.001 05.014

08.011

MITRED CORNER 05.014

5' - 5 3/8"

MITRED CORNER 08.011

STAIR LANDING DETAIL 3 3" = 1'-0" 5 A-423

17 17

09.012

09.015

3" = 1'-0"

STAIR LANDING DETAIL 4

Murphy USA 05.028

ALIGN

05.004 05.025 05.024

E.009

05.014

09.001 1 5/16"

09.012

Westlake Reed Leskosky

26.008

05.028

09.019

05.027

1/8"

05.014

E.009

E.021

09.019 6 A-423

Commision #15054.00 200 Peach Street El Dorado, AR 71730

1' - 3"

Checked by:

Checker

06.006

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

26.008

7 A-423

ALIGN

STAIR DETAILS

ALIGN

Drawn by:

Author

2 1/2"

STAIR LANDING DETAIL 2 3" = 1'-0"

STAIR LANDING DETAIL 1 3" = 1'-0"

STAIR DETAIL - LANDING 01 1 1/2" = 1'-0"

STAIR DETAIL - STRINGER 1 1/2" = 1'-0"

Stair Detail - Landing Glass Guardrail 1 1/2" = 1'-0"

A-423

SECONDARY Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

12/1/2015 4:22:37 PM

N N

MOCKUP: FULL-HEIGHT OF OVAL CONF. WALL AT THIS LEVEL WITH OUTER AND INNER PORTIONS SHOWN IN ANNOTATION BUBBLE. (SEE 2/A-432 FOR MORE INFO.)

EXISTING W33 BEAM BEYOND

ALIGN - LOWER COVE PORTION ONLY AT SECOND FLOOR CEILING

GENERAL NOTES ENLARGED PLANS & ELEVATIONS

STEEL COL. W/ 2-HR. INTUMESCENT COATING

A-561

05.011

CENTERLINE OF CURTAIN TRACK

F13 ADJUSTABLE DOWNLIGHT

08.009

KEYNOTES

1" CONT. OFFSET SLOT DIFFUSER 4" PLENUM DASHED-IN ABOVE 05.011 CEILING SPEAKER SEE AV.

06.003

ALIGN

4' - 5"

17' - 6"

##.###

STEEL COLUMN WITH 2 HR. INTUMESCENT COATING - SEE STRUC. ARCHITECTURAL GRADE VENEER 1/2" PLYWOOD - SEE FINISH PLANS SOLID WOOD FRAME/MOULDING 10-5/16" DOUBLE GLAZED, LOW IRON, TEMPERED CHANNEL GLASS SYSTEM W/ CURVED TRACKS 1/2" TEMPERED, LOW-IRON GLASS PROJECTOR - SEE AV PROJECTOR SCREEN - SEE AV

4 A-432

25' - 5 1/4"

08.010 27.005 27.006

1 A-561

A-431

06.005 08.009

MOUNT PROJECT POLE AT CENTER OF ELLIPSE

ELLIPTICAL COLUMN GRID WIDTH - SEE STRUC.

-DENOTES WALL FINISH

CONCEALED SPRINKLER HEAD (EXTENDED COVERAGE)

TYP.

2' - 10"

12'-8 5/8"

CURTAIN TRACK TO SHIFT 3" OUTWARD TO COMPENSATE FOR CURTAIN COMPACTION WITHIN POCKET

FURNITURE PROVIDED FOR REFERENCE ONLY - REFER TO I-200 SERIES FOR FURNITURE PLANS REFER TO I-100 SERIES FOR ROOM FINISH SCHEDULE AND FINISH PLANS.

ELLIPSE CENTER: AT GRID INTERSECTION

STARTING POINT: CENTER CHANNEL GLASS ON AXIS

A-561

A-432 A-431

4' - 5"

12'-8 5/8"

6 A-511

2 A-561

4' - 0"

OVAL CONFERENCE 211

3/8" = 1'-0"

Murphy USA

OVAL CONF. 211 - E 3/8" = 1'-0"

Checker

3/8" = 1'-0"

OVAL CONF. 211 - N S

OVAL CONFERENCE 211 - RCP

Commision #15054.00 200 Peach Street El Dorado, AR 71730 4

HAIRLINE JOINTS U.O.N.

A-511

Checked by:

Westlake Reed Leskosky 06.005

27.005 27.006 06.005

06.003

05.011 08.010 LIGHTING CONTROLS CENTER ON PANEL 06.003

ENLARGED PLANS & ELEVATIONS - OVAL CONF.

Drawn by:

08.009

WOOD BASE TO ALIGN WITH CHANNEL GLASS BASE

OVAL CONF. 211 - S 3/8" = 1'-0"

OVAL CONF. 211 - W 3/8" = 1'-0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

A-511

OVAL ENTRY - TYP. 3/8" = 1'-0"

A-431

12/1/2015 4:22:57 PM

SECONDARY N

2' - 0 1/2"

LOCATION AND SIZE OF TRACK ANCHORS TO BE VERIFIED ON SHOP DWGS.

CENTER OF TRACK 2' - 0"

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

EDGE OF SLAB

FALL PROTECTION ANCHORS SEE STRUC.

08.009 +/- 6" 3

+/- 10 1/2"

4 1/2" 03.002

05 PENTHOUSE FLOOR 54' - 8 1/2" ROOF 54' - 0" T.O. CONF. ROOF 53' - 4"

A-432

06.007 05.012 05.013 PAINT BTM. TO MATCH CEILING

GENERAL NOTES ENLARGED PLANS & ELEVATIONS

26.006

07.003

05.020 L2"X2" CURVED TO MATCH TRACK

09.004 JUTE WEBBING AND FABRIC TO COVER CARRIER. CLIP SEWN TO 1" WEB STRAP. WHIP STICH AT BTM. HEM

MINIMIZE

05.001

MAXIMIZE 09.008

05.011 05.012 05.013 05.020 06.003 06.005 06.006 06.007 07.003 08.009

05.011 OVAL CONF. STRUC: CONCRETE/MTL DECK ON STEEL FRAMING AND COLUMNS (2HR. PROTECTED) SEE STRUC.

09.001 23.001 OFFSET, CURVED TYPE FLANGE 09.002 SEE SPEC APPENDIX FOR BASIS-OF-DESIGN ACOUSTIC PLASTER DETAILS

1 A-432

04 FOURTH FLOOR 40' - 0"

4 A-432

-DENOTES WALL FINISH

KEYNOTES 03.002

05.001

FURNITURE PROVIDED FOR REFERENCE ONLY - REFER TO I-200 SERIES FOR FURNITURE PLANS REFER TO I-100 SERIES FOR ROOM FINISH SCHEDULE AND FINISH PLANS.

08.011 09.001 09.002 09.004

09.008 23.001 26.006

##.###

CONCRETE ON METAL DECK - 2 HR. RATED (NO FIREPROOFING REQD.) - SEE STRUC. STEEL BEAM W/2 HR. SPRAY-ON FIREPROOFING - SEE STRUC. STEEL COLUMN WITH 2 HR. INTUMESCENT COATING - SEE STRUC. 8" AESS CURVED CHANNEL CONT. CURVED BENT PLATE - SEE STRUC. CONT. ALUM. ANGLE - TYPE 6063 ARCHITECTURAL GRADE VENEER 1/2" PLYWOOD - SEE FINISH PLANS SOLID WOOD FRAME/MOULDING WOOD BLOCKING - FIRE RETARDANT WOOD SHIM - SURFACES TO BE PLUM AND LEVEL SILICONE SEALANT 10-5/16" DOUBLE GLAZED, LOW IRON, TEMPERED CHANNEL GLASS SYSTEM W/ CURVED TRACKS GLASS GUARDRAIL W/S.S. STANDOFFS SUSPENDED GYPSUM BOARD CEILING ACOUSTIC PLASTER CEILING CURVED CURTAIN TRACK. DOUBLE LAYERED CURTAIN WHITE BACKING FACING CHANNEL GLASS. SEE SPECS FOR MORE INFO. CURVED 1/4" GWB SOFFIT ON LIGHT GA. FRAMING SUPPLY AIR SLOT DIFFUSER - SEE MECHANICAL CONTINUOUS LINEAR CONCEALED COLOR LED COVE LIGHTING. SEE ELECTRICAL

SECTION DETAIL AT OVAL CONF.

1 1/2" = 1'-0"

GRAY TONE DENOTES EXISTING STRUC.

OVAL ENTRY MILLWORK

5/8" GWB BOTH SIDES OF 3-5/8" STUDS AT 24" O.C. W/3-1/2" SOUND BATTS TO MAINTAIN ACOUSTIC BARRIER AT EACH FLOOR. SEAL ALL GAPS AND PENETRATIONS

8 1/2" 8"

ROOF 54' - 0"

T.O. CONF. ROOF 53' - 4"

8 1/4"

ALIGN

C.L. OF BEAMS INSIDE OVAL ENTRY

08.011

C.L. OF COL. INSIDE OVAL ENTRY

03 THIRD FLOOR 26' - 8"

1' - 4"

05 PENTHOUSE FLOOR 54' - 8 1/2"

06.005 06.003 03.002

06.007 06.006 05.001

11 A-561

1' - 2" 1' - 4"

SECTION AT OVAL ENTRY ROOF 1 1/2" = 1'-0"

Checker

02 SECOND FLOOR 13' - 4"

08.011

NOTE: THIRD FLOOR CONDITION SIMILAR

Checked by:

06.006

04 FOURTH FLOOR 40' - 0"

03.002

06.007 2"

1' - 2" 1' - 4"

BM Drawn by:

1/2" = 1'-0"

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

SECTIONS & DETAILS OVAL CONF.

05.001

SECTION at OVAL CONF.

Commision #15054.00 200 Peach Street El Dorado, AR 71730

06.003

Murphy USA

C.L. OF BEAMS INSIDE OVAL ENTRY

C.L. OF COL. INSIDE OVAL ENTRY

SECTION AT OVAL ENTRY 4TH FLR. 1 1/2" = 1'-0"

A-432

PRIMARY 12/1/2015 4:23:16 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

KEYNOTES 05.006 05.010 05.014 05.015 06.002 06.006 14.001 E.001 E.011

##.###

REPLACE EXISTING GLAZING STANDOFFS WITH STAINLESS STEEL STANDOFFS MISC. STEEL L-BRACING LIGHT GA. BLACK OXIDE COATED STEEL WITH CLEAR SEALER LAMINATED TO 3/4" FIRE RETARDANT PLYWOOD CUSTOM STEEL CLEAT PANEL ATTACHMENT STRUCTURAL GRADE PLYWOOD SHEATHING. WOOD BLOCKING - FIRE RETARDANT NEW STAINLESS STEEL ELEVATOR DOORS EXISTING PASSENGER ELEVATOR TO REMAIN EXISTING LIGHT GA. FRAMING TO REMAIN

GENERAL STEEL PANEL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11.

BACKING BASED ON 3/4" FIRE RETARDANT PLYWOOD. ALL PANELS TO BE FULLY LAMINATED TO PREVENT OILCANNING. ALL PANELS TO BE MECHANICALLY FASTENED AT TOP A MINIMUM OF 3 TIMES EQUALLY SPACED. STEEL FINISH IS CUSTOM AND MUST GO THROUGH A HOT OXIDATION PROCESS BEFORE LAMINATION. STEEL THICKNESS TO BE A MIN. OF 20 GA. STEEL MUST WRAP EDGES, NO SEAMS ALLOWED. CLEAT ATTACHMENTS CAN BE AN APPROVED PROPRIETARY SYSTEM MADE FOR SIMILAR TYPE OF INTERIOR PANELS. ALL PANELS TO HAVE A CLEAR COAT SEALER. ALL FASTENERS MUST BE CONCEALED ALL FASTENERS INTO EXISTING SURFACE MUST BE SECURED TO PARTITION FRAMING. SCREWS ONLY IN CONTACT WITH EXISTING GWB/CEMENT BOARD ARE NOT ACCEPTABLE. ALL WOOD BLOCKING/FURRING TO BE FIRE RETARDANT.

6" 3"

HAIRLINE MITER JOINTS AT CORNERS TYP.

ALIGN

BLACK OXIDE STEEL LAMINATE DIRECTLY TO EXISTING HEAD AND JAMB

EXISTING GLASS PANEL IN FRONT OF ELEVATORS

FURR-OUT TIGHT AGAINST EXISTING ELEVATOR JAMB ALIGN

05.006 BLACK OXIDE STEEL COVER PLATE

NOTE: CONT. REVERSE BEVEL EDGE AT OPENING

STEEL PANEL CORNER DETAIL

3" = 1'-0"

STEEL PANEL AT ELEVATOR GLAZING

SEALANT NOT REQUIRED

EXISTING ELEVATOR LANTERN

STEEL PANEL AT ELEV. LIGHT

3" = 1'-0"

CEILING - SEE RCP

3" = 1'-0"

HAIRLINE JOINT AT TRANSOM TO ALIGN W/JAMB AS SHOWN ON ELEVATION

STEEL PANEL AT GLASS

3" = 1'-0"

EXISTING ATRIUM CEILING COFFER BEYOND

BLACK ANODIZED COVER PLATE

STEEL PANEL JOINT 3" = 1'-0"

3/4"

EXISTING ELEVATOR DOOR JAMB

ALIGN PANEL JOINT AND GLASS CENTERS

A-441 (3) FLAT HEAD WOOD SCREWS MIN. AT TOP OF EACH PANEL EQUALLY SPACED

NOTE: SEE DETAIL 4 FOR MORE INFO.

CONCEALED CLEAT TYPE WALL ATTACHMENT

A-441

A-615

LIGHT GA. BLACK OXIDE STEEL W/CLEAR SEALER

4' - 6"

3/4" PLYWOOD BACKING 05.014

STEEL PANEL AT CEILING

05.014

3" = 1'-0"

3' - 1"

IF WOOD BLOCKING/FURRING USED IT MUST BE FIRE RETARDANT HAIRLINE JOINT

NOTE: SEE DETAIL 4 FOR MORE INFO.

EXISTING ELEVATOR WALL SURFACE - ALL FURRING/CLEATS MUST BE SECURLY FASTENED TO EXISTING METAL FRAMING

14.001

BLACK ANODIZED ALUM. COVER BASE PLATE

14.001

A-441

LOBBY - N 3/8" = 1'-0"

BLACK ANODIZED ALUM. COVER PLATE - TYP.

STEEL PANEL BASE DETAIL

3/4"

3" = 1'-0"

Murphy USA

PAINT ALL EXPOSED SURFACES FLAT BLACK REVERSE BEVEL EDGES AT ALL EXPOSED JOINTS U.N.O.

Checked by:

Checker

E.001

E.001 11 A-441

Commision #15054.00 200 Peach Street El Dorado, AR 71730

10 A-441

8 A-441

STEEL PANELS FACING ATRIUM 3" = 1'-0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

NOTE: SEE DETAIL 4 FOR MORE INFO.

26 STEEL FINISH TO WRAP BACK OF PANEL AT REVEAL

Author Drawn by:

Westlake Reed Leskosky

14.001

05.014

9 A-441

14.001

ENLARGED ELEVATOR PLANS & ELEVATIONS

CONT. 3/8" REVEAL BTWN. CEILING AND PANEL

CD 2

STEEL PANEL AT ATRIUM SOFFIT 3" = 1'-0"

01 FIRST FLOOR - ELARGED ELAVATOR PLAN 3/8" = 1'-0"

A-441

12/1/2015 4:23:28 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

3.9 1' - 0"

0.0

08.008 08.018

07.003

6" 1"

07.014

08.008

NOTCH ALUMINUM RAFTER TO ALLOW INTERNAL WEEPAGE CHANNEL TO DRAIN INTO GUTTER

08.006 1"

6" NOTCH ALUMINUM RAFTER TO ALLOW INTERNAL WEEPAGE CHANNEL TO DRAIN INTO GUTTER. 05.020

08.006 ALUMINUM SHIM AS REQD. 05.020

05.020

08.008 08.006

1 7/8"

07.015 4"

General Notes 1. 2.

GUTTER SLOPE .5% OVER 30'-0"

NOTCH ALUMINUM RAFTER. CAP ENDS W/ .050 ALUMINUM CLOSURE

08.006

07.008

KEYNOTES

07.008 07.015

05.040

GUTTER LOW POINT STEEL STIFFENER PLATES 5'-0" O.C. SEE STRUCTURAL.

05.019

07.007

10 7/8"

BEAM BEYOND

05.017 05.018

05.019

STRUCTURAL STEEL BEYOND

05.019 05.019

05.018

05.019

05.020 05.025 05.031 05.036 05.038 05.039 05.040 05.043 06.008 07.003 07.007

26.008

07.008 07.009 07.010 07.014 07.015

SECTION DETAIL

3" = 1'-0"

SECTION DETAIL

3" = 1'-0"

SECTION DETAIL

3" = 1'-0"

SECTION DETAIL 3" = 1'-0"

0.0

5" 08.008

EAF910

2 1/2"

05.039 NOTCHED AT ENDS

07.022 07.023 07.024 07.025 08.004 08.006 08.008 08.018

08.008

08.006

05.018

08.019 09.011 12.001 22.011 26.005 26.008 32.001 E.028

##.###

3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH AESS TUBE SECTION W/ HIGH PERFORMANCE COATING. SEE STRUCTURAL. CUSTOM BUILT UP SECTION, WELDED, TAPERED AESS W/ HIGH PERFORMANCE COATING CONT. ALUM. ANGLE - TYPE 6063 COLD FORM METAL FRAMING STAINLESS STEEL Z CLIP ASSEMBLY SHIM AS REQUIRED STEEL BEAM W/1 HR. SPRAY-ON FIREPROOFING - SEE STRUC. CONT. STAINLESS STEEL ANGLE WITH SLOTTED CONNECTION .050 ALUMINUM CLOSURE PLATE HSS 6"X4"X1/4" - SEE STRUC. STEEL BASE PLATE - SEE STRUCTURAL 1/2" EXTERIOR GRADE PLYWOOD SILICONE SEALANT 2" X 3" ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER SEE CIVIL ZINC BOX GUTTER SEALANT W/ BACKER ROD PERMEABLE WEATHER RESISTIVE BARRIER METAL GUTTER STAY ATTACHED AT RAFTER AND MIDSPAN RUBBER MEMBRANE BETWEEN ALUMINUM RAFTER AND STEEL ZINC FLASHING DRIP EDGE TERMINATION BAR ZINC FLASHING STEEL STIFFENER SSG ALUMINUM CURTAIN WALL SYSTEM SLOPED GLAZING ASSEMBLY EXTRUDED ALUMINUM ANODIZED GLASS TYPE 6. SEE GLASS TYPE LEGEND ALUMINUM CLOSURE CHANNEL ADHERED TO LAMINATED GLASS 1" INSULATED GLASS UNIT (IGU) - SEE ELEVATIONS FINISH CEILING - SEE RCP & FINISH SCHEDULE MANUAL ROLLER SHADE STORM WATER PVC PIPING - SEE PLUMBING UPLIGHT FIXTURE - SEE ELECTRICAL LINEAR LED LUMINAIRE THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB. EXISTING STUCCO SOFFIT TO REMAIN. PATCH AS REQD.

1' - 4"

SEE SHEET A-106 FOR ALTERNATE #2. SEE STRUCTURAL DRAWINGS FOR STEEL CANOPY GEOMETRY.

08.008 3"

GUTTER SLOPE 1% OVER 30'-0"

3 3/4"

07.015

'-0" 1 3/4" / 1

07.014

08.006 05.036

08.018

05.019

1' - 0"

07.015

1' - 0"

07.015

1/4" 1 1/2"

07.007 26.005 05.038

06.008

TYP GLASS SUPPORT FRAME 3" = 1'-0"

TYP GLASS SUPPORT END 3" = 1'-0"

05.031

05.025 BRACING AS REQ'D 05.017

06.008 7"

0.8

07.010 07.023 07.024

05.025

07.025 E.028 09.011

2' - 8"

02 SECOND FLOOR 13' - 4"

3' - 8"

3/4" MIN

12.001

07.009 08.004

GUTTER SLOPE .5% OVER 45'-0"

2 3/4"

08.019

07.008 05.039

Murphy USA

CURTAIN WALL - HEAD 3" = 1'-0"

22.011

Checker

1 05.031

INSULATING GLASS SEE ELEVATIONS FOR TYPE

05.043

05.019

Checked by:

07.022

01 FIRST FLOOR 0' - 0"

5/8" GWB

ALUMINUM GLAZING CURTAINWALL SYSTEM SEALANT W/ BACKER ROD MAINTAIN UNOBSTRUCTED WEEP OUTLET

FINISH FLOOR - SEE FINISH PLANS

REPLACE BLOCKING AS REQD.

6" 05.036

01 FIRST FLOOR 0' - 0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

EXTERIOR DETAILS

3" = 1'-0"

26.008

MM Drawn by:

CURTAINWALL SILL

Westlake Reed Leskosky

REPAIR FLASHING AS REQD.

SCHEDULED WALL BASE 32.001

Commision #15054.00 200 Peach Street El Dorado, AR 71730

CD 3

SECTION DETAIL 3" = 1'-0"

A-501

12/1/2015 4:23:44 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

0.0

07.026 07.027 07.028 E.022 7"

07.029

0.8

07.030 COLUMN CENTERLINE

05.045 07.025

5" 07.025

07.009

3/4"

07.023

07.022

06.006

07.022

" -3

General Notes

07.014

1. 2.

07.027

07.034

3/4"

07.029 07.030

07.036

05.020

02 SECOND FLOOR 13' - 4"

07.006

KEYNOTES

05.019 NOTCH ALUMINUM RAFTER GUTTER HIGH POINT .5 % SLOPE

2 3/16"

07.035

07.028 3"

07.021 WRAP COLUMN BEYOND

03.001 03.007 03.012 SEE SECTION DETAIL 9 / A-502

05.014 05.017

05.032 05.018

07.032

05.019

05.046 SEE PLAN DETAIL

06.008

REPAIR SPRAYED ON FIREPROOFING AS REQD.

2 / A-502

05.020 05.025 05.031 05.032

07.016 06.006

05.035

05.018 05.036

05.033 05.034 05.035 05.036 05.045

07.006

07.022 2" 6"

SECTION DETAIL

07.021

3" = 1'-0"

1/8" / 1'-0"

07.026

1' - 3"

07.027

1 1/2"

05.046 06.006 06.008 07.004 07.005 07.006 07.009 07.010 07.012 07.014 07.016

05.035 07.017

07.028

1' - 1 1/2"

07.029

07.024

09.001

08.004

07.025

07.030

STEEL BEYOND W 1 HR SPRAY ON FIREPROOFING

07.021

09.024 08.019

05.035 6" 08.008 1 1/2"

08.006

3/4"

06.006

07.017 07.018 07.019 07.020 07.021 07.022 07.023 07.024 07.025 07.026 07.027

SECTION DETAIL 3" = 1'-0"

0.0 05.020

05.032

07.009

08.019

EXTERIOR MOCK UP EXTENTS FF

07.012 08.004

05.034

07.009

1/4" 3/4"

05.036

09.023

1' - 1"

01 FIRST FLOOR 0' - 0"

09.025

07.028 07.029

08.004 05.017

1/4"

08.019

07.030 07.032 07.033 07.034 07.035 07.036 07.037 08.004 08.006

07.022 07.021

GROUT SOLID

05.031

07.009 5"

SEE SHEET A-106 FOR ALTERNATE #2. SEE STRUCTURAL DRAWINGS FOR STEEL CANOPY GEOMETRY.

07.028

06.006

GUTTER HIGH POINT .5% GUTTER SLOPE OVER 35'

08.006

07.026

07.033

7 1/4"

08.008

2 3/4"

2 1/2"

" -3

CUSTOM IGU EDGE. REINFORCE WITH EMBEDDED STEEL AS REQD.

07.017 07.010

05.025 07.016

1' - 6"

2' - 3"

03.012

06.008

26.007

08.019

0.0

05.033 05.032 1' - 4 1/2"

07.021

06.006

08.008 08.019 09.001 09.023 09.024 09.025 26.007 32.002 E.022

##.###

NEW SLAB ON GRADE. - SEE STRUCTURAL COMPACTED GRANULAR BASE NEW CAST IN PLACE CONCRETE RETAINING WALL AND FOUNDATION. SEE STRUCT. LIGHT GA. BLACK OXIDE COATED STEEL WITH CLEAR SEALER LAMINATED TO 3/4" FIRE RETARDANT PLYWOOD 3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH AESS TUBE SECTION W/ HIGH PERFORMANCE COATING. SEE STRUCTURAL. CUSTOM BUILT UP SECTION, WELDED, TAPERED AESS W/ HIGH PERFORMANCE COATING CONT. ALUM. ANGLE - TYPE 6063 COLD FORM METAL FRAMING STAINLESS STEEL Z CLIP ASSEMBLY SHIM AS REQUIRED STEEL COLUMN WITH 1 HR. INTUMESCENT COATING - SEE STRUC. L 4"X6" CONTINUOUS - SEE STRUC. HSS 4"X4"X1/4" - SEE STRUCT. CONTINUOUS BENT PLATE - SEE STRUC. STEEL BEAM W/1 HR. SPRAY-ON FIREPROOFING - SEE STRUC. 1 1/2" METAL ROOF DECK W/ 1 HR. SPRAY-ON FIRE PROOFING SEE STRUC. STEEL BEAM W/1 HR. INTUMESCENT COATING - SEE STRUC. WOOD BLOCKING - FIRE RETARDANT 1/2" EXTERIOR GRADE PLYWOOD VAPOR BARRIER 3" RIGID INSULATION AT PERIMETER MINERAL INSULATION - FILL ALL VOIDS SEALANT W/ BACKER ROD PERMEABLE WEATHER RESISTIVE BARRIER ZINC COMPOSITE MATERIAL FACADE SYSTEM METAL GUTTER STAY ATTACHED AT RAFTER AND MIDSPAN 4" MIN SPRAY-ON INSULATION: CLOSED-CELL SPF W/ R-6 PER 1” THICK ZINC COMPOSITE MATERIAL PANEL STRUCTURAL THERMAL BREAK PLATE COMPRESSIBLE FILL EXPANSION JOINT SELF ADHESIVE FLASHING ZINC FLASHING DRIP EDGE TERMINATION BAR ZINC FLASHING STEEL STIFFENER DOUBLE LOCK 1" STANDING SEAM ZINC ROOFING HYDROPHOBIC WEATHER-RESISTIVE BARRIER BREATHABLE DIMPLED UNDERLAYMENT HIGH TEMPERATURE UNDERLAYMENT 4" INSULATED ROOF DECKING COMPRISED OF 3/4" EXTERIOR GRADE PLYWOOD + 3 1/4" RIGID INSULATION. MIN R-21 VAPOR RETARDER SELF ADHESIVE PERMEABLE WEATHER RESISTIVE BARRIER EXPANSION JOINT ASSEMBLY COVER ELASTOMERIC MEMBRANE .060" SLOPED WELDED STAINLESS STEEL GUTTER LINER HOT FLUID APPLIED WATERPROOFING 1/2" RIGID INSULATION SSG ALUMINUM CURTAIN WALL SYSTEM SLOPED GLAZING ASSEMBLY EXTRUDED ALUMINUM ANODIZED GLASS TYPE 6. SEE GLASS TYPE LEGEND 1" INSULATED GLASS UNIT (IGU) - SEE ELEVATIONS SUSPENDED GYPSUM BOARD CEILING CERAMIC TILE - SEE FINISH SCHEDULE ALUMINUM 'F' SHAPE REVEAL MOLDING STAINLESS STEEL TILE EDGE LED STEPLIGHT THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON NEW CONCRETE SLAB. EXISTING STONE PANEL CLADDING TO REMAIN

05.031

07.012 05.017 07.022

07.017

09.001

07.009 08.004

SIDEWALK - SEE LANDSCAPE

SLOPED 08.019

7 QQ

SECTION DETAIL

3" = 1'-0"

PLAN DETAIL 3" = 1'-0"

3" = 1'-0"

1' - 3" 07.016 05.025 05.019

1/2"

07.012

07.022 06.008

05.018

Murphy USA

07.010

1/4"

07.017

1/4"

09.023

08.019

03.001

08.004 07.009

07.004

MAINTAIN UNOBSTRUCTED WEEP OUTLET

07.005 3/8"

07.021 WRAP COLUMN

Commision #15054.00 200 Peach Street El Dorado, AR 71730

07.009 07.017 SLOPE 07.032 06.008

1/8" / 1'-0"

0.8 08.019

Westlake Reed Leskosky

05.018

07.012 05.046

3/4"

05.014

07.022

05.032

TERMINATE INTUMESCENT COATING AT LINE OF WRB

07.037

07.020

Checked by:

03.007

SLOPE

0.8

5" SLOPE

Checker

07.018

05.036

LAP WRB OVER BEAM

08.004 07.019

07.020 3/4"

07.019 07.017

07.017

07.009 07.012

32.002 E.022

07.017

03.012

EXTERIOR DETAILS

07.010

Drawn by:

Author

03.007

07.016

07.012

05.036

05.025

3 5/8"

PLAN DETAIL 3" = 1'-0"

SECTION DETAIL 3" = 1'-0"

PLAN DETAIL 3" = 1'-0"

1/2"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

E.022

PLAN DETAIL 3" = 1'-0"

A-502

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

MAX.

05.016

1 1/2"

12/1/2015 4:24:00 PM

SECONDARY

07.017 07.009

1/8" / 1'-0"

07.011

1' - 0"

32.005

1/2"

8 1/2"

5 1/2"

3 1/2"

32.001

06.008 32.001

07.017

05.017

E.025 1/2"

07.017

General Notes

05.031 07.009

1/8" / 1'-0"

32.004

1. 2.

07.019 03.008 5 1/2"

ALIGN

KEYNOTES 07.017

3/8"

03.006 03.008 03.009 03.012

CONC. FILL - SEE STRUCT.

03.009 05.024

03.012

POST WIDTH + 1" MIN

03.012

04.001

03.012

05.002 05.016 05.017

SECTION DETAIL

3" = 1'-0"

DETAIL - RAILING AT SLAB ON GRADE 6" = 1'-0"

SECTION DETAIL

3" = 1'-0"

6" 05.017

DETAIL - GRANITE @ SLAB EDGE 1"

06.008

32.004

32.005

32.001

07.009

1/8" / 1'-0"

05.025

07.009 07.011

0.0

07.013 07.017 07.019 07.031 10.006 22.010 22.011 26.005 32.001

5 1/2"

1 1/2"

3" = 1'-0"

1/2"

1' - 2"

05.024 05.025 05.028 05.029 05.031 05.038 06.008 07.007

1/2"

1' - 0"

SECTION DETAIL

26.005

SEE SHEET A-106 FOR ALTERNATE #2. SEE STRUCTURAL DRAWINGS FOR STEEL CANOPY GEOMETRY.

32.005

32.002

01 FIRST FLOOR 0' - 0"

3/4" MAX

05.002

0.0

6" 3/8"

1/8" / 1'-0"

ROUTE PIPING BELOW LIGHT FIXTURE

32.002

COVER

32.004 32.005 E.025

05.016

1/2" 1 1/2"

L/2

0.8

1' - 0"

07.007

26.005

1 1/2"

CAST IN PLACE CONCRETE FOOTING - SEE STRUCTURAL PREFORMED POST HOLE NON METALLIC NON SHRINK GROUT NEW CAST IN PLACE CONCRETE RETAINING WALL AND FOUNDATION. SEE STRUCT. PORTLAND CEMENT MORTAR BED W/ WIRE MESH REINFORCEMENT STEEL COLUMN W/ HOT DIPPED GALVANIZING AND HIGH PERFORMING COATING - SEE STRUC. STAINLESS STEEL RAILING 2" X 3/4" BAR STOCK 3/16" THK. CUSTOM STAINLESS STEEL PLATE W/SHOT BLASTED BLACK OXIDE FINISH STEEL ANGLE - SEE STRUCT. COLD FORM METAL FRAMING STAINLESS STEEL EDGE 1/2" DIA. X 6" LONG SS DOWEL 2 PER STONE STAINLESS STEEL Z CLIP ASSEMBLY SHIM AS REQUIRED CONT. STAINLESS STEEL ANGLE WITH SLOTTED CONNECTION 1/2" EXTERIOR GRADE PLYWOOD 2" X 3" ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER SEE CIVIL SEALANT W/ BACKER ROD EMBEDDED POST PROTECTED WITH CATALYZED POLYURETHANE 3.5" X 3.5" SQUARE ZINC DOWNSPOUT TO TIE INTO SITE STORM WATER - SEE CIVIL ZINC COMPOSITE MATERIAL PANEL COMPRESSIBLE FILL LATEX SCREED 5/8" GRIDLINE ENTRY MAT WITH HIDDEN LOCK DOWNS SLOT TRENCH DRAIN - SEE PLUMBING STORM WATER PVC PIPING - SEE PLUMBING UPLIGHT FIXTURE - SEE ELECTRICAL THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB. THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON NEW CONCRETE SLAB. GRANITE STEP ON 1/2" SETTING BED GRANITE SLAB ON 1/2" SETTING BED EXISTING COMPOSITE DECK TO REMAIN

06.008

07.017

##.###

22.011

05.002

05.017 07.013

05.029

PLAN DETAIL

04.001

1 1/2"

3" = 1'-0" 05.002 3"

1/4"

1/4"1 1/2"

03.006

01 FIRST FLOOR 0' - 0"

05.017

1/4"

05.038

32.004 05.017 05.031 22.011 VARIES

EASED EDGES 03.012

2 1/2"

1 1/2"

1' - 0"

1 1/2" 1 1/2"

3' - 2"

3' VARIES - 2 1/2"

3" = 1'-0" 05.016

1 1/2"

2' - 2 3/4"

1' - 3"

2' - 6"

SECTION DETAIL @ STAIR

3/4"

1 1/2"

03.012

05.017

1/2"

05.038 1/4"

1/4" 3/8" / 1'-0"

1/8" / 1'-0"

07.009

05.031

05.017 32.002

05.017

32.004

1 1/2"

1' - 3"

1 1/2"

01 FIRST FLOOR 0' - 0"

3' - 0"

22.010

SLOPED

SEE LANDSCAPE

Murphy USA

VARIES

Commision #15054.00 200 Peach Street El Dorado, AR 71730

VARIES

Checker

4" MIN

03.012

4" MIN

Checked by:

Westlake Reed Leskosky

LINE OF WALL BEYONG

05.031

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350 32.002

EXTERIOR DETAILS

1/4" MAX SLOPED

07.031

05.028 32.001

Drawn by:

10.006

SECTION DETAIL 6" = 1'-0"

SECTION DETAIL 3" = 1'-0"

SECTION DETAIL - EMBEDDED DOWNSPOUT 3" = 1'-0"

A-503

12/1/2015 4:24:13 PM

SECONDARY Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

05.003

KEYNOTES

3' - 6"

2" EQ EQ

1 1/2"

08.009

GLASS GUARDRAIL 06.003 ALIGN JOINT W/GLASS

06.005

07.003

20 06.005

SEAL JOINTS BETWEEN WOOD AND GWB

06.005

(2) 3/4" GWB ON 1 5/8" CHANNELS. 2 HR. FIRE RATED COLUMN ENCLOSURE (UL X528)

FINISH SURFACE W/ BLACK P.LAM.

06.003 08.010 06.007

06.007

PLAN DETAIL AT OVAL ENTRY WEST

3" = 1'-0"

05.003 05.010 06.003 06.004 06.005 06.007 07.003 08.009

06.007

06.005

FINISH FLOOR

##.###

08.010 08.011 09.010

STAINLESS STEEL RAILING CAP MISC. STEEL L-BRACING ARCHITECTURAL GRADE VENEER 1/2" PLYWOOD - SEE FINISH PLANS 1 3/4" WOOD DOOR SOLID WOOD FRAME/MOULDING WOOD SHIM - SURFACES TO BE PLUM AND LEVEL SILICONE SEALANT 10-5/16" DOUBLE GLAZED, LOW IRON, TEMPERED CHANNEL GLASS SYSTEM W/ CURVED TRACKS 1/2" TEMPERED, LOW-IRON GLASS GLASS GUARDRAIL W/S.S. STANDOFFS LIGHT GA. METAL FRAMING

06.003

PLAN DETAIL AT CHANNEL GLASS 3" = 1'-0"

08.011

05.010

10 N

3" = 1'-0"

P 11 A-511

05.010

6'-2 1/2" 5' - 7 1/2"

4' - 4"

7" 06.003

3' - 8"

OVAL ENTRY PLAN DETAIL AT COL.

1 1/2"

06.007

12 A-511

10 A-511

06.005 07.003

4'-4 1/4"

08.010

OVAL ENTRY GLASS JAMB 3" = 1'-0"

05.010

SECTION DETAIL - TYP. GLASS RAILING

08.010

CURTAIN POCKET FINISH INSIDE W/BLACK P.LAM.

7 A-511

OVAL ENTRY JAMB DETAIL 3" = 1'-0"

2 4'-2"

A-432

3'-4"

REPLACE EXISTING RAILING WITH STAINLESS STEEL (S.S.) VERSION

06.005

2" 9'-11 1/2"

10"

9'-7 1/2"

CONT. S.S. RECTANGULAR LOW PROFILE GUARDRAIL CAP TO REPLACE EXISTING

8 A-511

1 1/2"

07.003

1 1/2" = 1'-0"

9'-11 1/2"

3-1/2" ACOUSTIC INSULATION BATTS TO UNDERSIDE OF STRUC. DECK.

06.004

EXISTING GLASS GUARDRAIL TO REMAIN IN PLACE

S.S. HEAVY DUTY SOSS HINGE

1 1/2"

ACOUSTIC SEAL

06.005

EXISTING GLASS SHOE TO RECEIVE STAINLESS STEEL WRAP. MINIMIZE JOINTS AND ADHERE PER MANUF. INSTRUCTIONS

5 A-511

1'-5 1/4"

06.007

06.003

OVAL ENTRY DOOR JAMB 3" = 1'-0"

FINISH FLOOR 1

Murphy USA

A-432

OVAL ENTRY ENLARGED PLAN 1" = 1'-0"

Checker

EXISTING GWB SURFACE TO REMAIN

ALLOW SPACE FOR GLASS SETTING

Commision #15054.00 200 Peach Street El Dorado, AR 71730

3/8" CLNG. REVEAL

Checked by:

Westlake Reed Leskosky 06.005 07.003 06.003 08.010

OVAL ENTRY HEAD DETAIL 3" = 1'-0"

09.010

08.010

1/16" THK. MAX. 06.003 ALUM. FLAT BAR FOR 06.007 RECESSED REVEAL

06.005 06.007

Drawn by:

1/2"

FIN. FLR. OVER CONC.

SECTION DETAIL - TYP. GLASS RAILING (ALT-1) 1 1/2" = 1'-0"

FIN. FLR. OVER CONC. CONT. BLACK SETTING BLOCK

SEE DEMO RCP PLANS

OVAL ENTRY BASE DETAIL 3" = 1'-0"

INTERIOR DETAILS

07.003

06.005

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

OVAL ENTRY SILL DETAIL 3" = 1'-0"

A-511

12/1/2015 4:24:23 PM

PRIMARY

SCHEDULED PARTITION

JJ 1' - 3"

1' - 3"

3/4" CLOSED CELL DUROMETER (40+/-) NEOPRENE TAPE WITH PRESSURE SENSITIVE ADHESIVE & PEEL OFF COVER. COMPRESS TO 3/8", FLOOR TO CEILING HGT. IN ONE CONTINUOUS PIECE.

EDGE ALIGNMENT SHOWN (CONDITION VARIES): SEE FLOOR PLAN FOR EDGE OR CENTER ALIGNMENT CONDITIONS

1' - 3"

REFER TO FINISH SCHEDULE 8 7/8"

KEYNOTES

DASHED LINE DENOTES PARTITION AT PERPENDICULAR CONDITIONS - SEE FLOOR PLAN FOR LOCATIONS 05.023

E.018 SHEET WALL PROTECTION

1/4"

DOOR

CORNER BEAD (TYP.)

ACOUSTIC SEALANT (TYP.)

RESINOUS FLOORING RESINOUS FLOORING DIVIDER STRIP

CENTER LINE OF MULLION

RUBBER TRANSITION STRIP SIM. TO JOHNSONITE CTA-XX-K

09.010 09.014 27.001 E.018 FEC01

##.###

CONTINUOUS 20 GAUGE SHEET METAL BLOCKING AS REQUIRED LIGHT GA. METAL FRAMING 5/8" TYPE X GYPSUM WALL BOARD WALL MOUNTED MONITOR - SEE AV EXISTING STEEL COLUMN WITH SPRAY ON FIREPROOFING TO REMAIN SEMI-RECESSED FIRE EXTINGUISHER CABINET

TILE TYPICAL MULLION

3/8"

2" FOR FIELD VARIATION SKIM WALL LEVEL WITH FACE OF WALL PROTECTION

MOLDING AS SPECIFIED

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

BASE AS SCHEDULED

GLASS CONCRETE SLAB 27.001

27.001

FLOOR AS SCHEDULED

PARTITION PLAN DETAIL AT MULLLION 3" = 1'-0" J

CONCRETE TO CARPET FLOORING TRANSITION

05.023

1' - 2"

6" = 1'-0"

1' - 2"

5' - 0"

SECTION @ WALL PROTECTION

3 1/2"

12" = 1'-0"

09.014 DOOR DOOR

09.010

CERAMIC TILE FLOORING CERAMIC TILE FLOORING

METAL TRANSITION SCHLUTER SCHIENE AE100 SATIN ANODIZED ALUMINUM FINISH CARPET FLOAT AS SHOWN

1:25 MAX. SLOPE DOWN

EXISTING EXTERIOR ENVELOPE

3/8"

CONCRETE SLAB

1/16"

METAL TRANSITION SCHLUTER RENO-V #AEVT100B20 SATIN ANODIZED ALUMINUM FINISH SEALED CONCRETE OR RESILIENT FLOORING

3 1/2"

MIN. GROUT JOINT

CONCRETE SLAB

32 FEC01

TILE TO CONCRETE OR RESILIENT FLOORING TRANSITION 12" = 1'-0"

TILE TO CARPET FLOORING TRANSITION

12" = 1'-0"

CUSTOMER EXPERIENCE DISPLAY WALL

1 1/2" = 1'-0"

PLAN DETAIL - FIRE RATED SHAFT 1 1/2" = 1'-0"

DOOR DOOR CERAMIC TILE FLOORING

CARPET

MIN. GROUT JOINT METAL TRANSITION SCHLUTER RENO-V #AEVT100B20 SATIN ANODIZED ALUMINUM FINISH

RUBBER TRANSITION STRIP SIM. TO JOHNSONITE CTA-XX-HT

CONCRETE OR RESILIENT FLOORING 3/8"

RESILIENT FLOORING

2MM 1/16"

1/4"

CONCRETE SLAB

CARPET TO RESILIENT FLOORING TRANSITION 12" = 1'-0"

TERRAZZO TO CONCRETE OR RESILIENT FLOORING TRANSITION 12" = 1'-0"

DOOR CARPET FLOAT TO ALIGN TOP OF CARPET PILE WITH TOP OF ADJACENT CARPET SEAL SEAM AS REQUIRED

DOOR

3/8"

1/16"

3/8"

CARPET

1:25 MAX. SLOPE DOWN

CARPET FLOAT TO ALIGN TOP OF CARPET PILE WITH TOP OF FINISHED FLOOR

1:25 MAX. SLOPE DOWN

3/8"

1/4"

METAL TRANSITION SCHLUTER SCHIENE AE100 SATIN ANODIZED ALUMINUM FINISH

CONCRETE SLAB

WAINSCOT TRIM (25N036XXX)

CARPET TO CARPET FLOORING TRANSITION 12" = 1'-0"

TERRAZZO TO CARPET FLOORING TRANSITION 12" = 1'-0"

METAL "J" TRIM

OUTSIDE CORNER (25N032XXX)

BUTT JOINT

INSIDE CORNER (25N035XXX)

"H" JOINT MOLDING (25N033XXX)

WHERE CAULKED BUTT JOINT IS NOT SPECIFIED

FOR SOILED AND CLEAN UTILITIES AND HOUSEKEEPING

Murphy USA

CAULKED BUTT JOINT TYP., UNO

SHEET WALL PROTECTION TRIM PIECES

Commision #15054.00 200 Peach Street El Dorado, AR 71730

12" = 1'-0"

Checked by:

Checker

CONCRETE SLAB

3/ 8"

TERRAZZO FLOORING

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

DOOR

DOOR SEALED CONCRETE

(2) 3/4" GWB ON 1 5/8" CHANNELS. 2 HR. FIRE RATED COLUMN ENCLOSURE (UL X528)

TERRAZZO FLOORING RUBBER TRANSITION STRIP SIM. TO JOHNSONITE CTA-XX-J

METAL TRANSITION SCHLUTER SCHIENE AE100 SATIN ANODIZED ALUMINUM FINISH

CARPET

CONCRETE SLAB

Drawn by:

CONCRETE SLAB

CONCRETE TO CARPET FLOORING TRANSITION 12" = 1'-0"

TERRAZZO TO CERAMIC TILE FLOORING TRANSITION 12" = 1'-0"

INTERIOR DETAILS

3/8"

Author

1/4"

CERAMIC TILE FLOORING

FIRE RATED COL. WRAP 1 1/2" = 1'-0"

A-512

12/1/2015 4:24:32 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

ACOUSTIC PARTITION DETAILS

CONTINUOUS ACOUSTICAL SEALANT AROUND ENTIRE PERIMETER (TYP.)

24" MIN.

1/8" CLEAR TYP. (CONDUIT OR PIPE SHALL NOT CONTACT WALL)

TYPICAL OUTLET BOX

BOX PAD (TYP.) SIMILAR FOR DOUBLE STUD PARTITION

ACOUSTICAL SEALANT

SCHEDULED PARTITION

SINGLE CONDUIT, CABLE OR PIPE

TYPICAL SINGLE STUD PARTITION WITH SOUND ISOLATION 24" MIN.

CAULKING COMPOUND, CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM

SCHEDULED PARTITION

SIMILAR FOR SINGLE STUD PARTITION

1/2" CLEAR (TYP.)

TYPICAL DOUBLE STUD PARTITION (SIMILAR FOR STAGGERED STUDS) WITH SOUND ISOLATION

MULTIPLE CONDUIT

NOTE: SEPARATE CONDUIT FOR OUTLET BOXES ON 2 SIDES OF PARTITION. NO CONTACT BETWEEN STUDS

CONDUIT SLEEVE CAULKING COMPOUND, CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM

NOTES: 1. PLACE OUTLET BOXES IN SEPARATE STUD SPACES 2. BACK-TO-BACK OUTLETS NOT PERMITTED. 3. PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WITH KNOCK-OUT CAPS. 4. PROVIDE BACKING EQUIVALENT TO "LOWRY'S" OUTLET BOX PADS (HARRY A. LOWRY & ASSOCIATES INC. (800) 225-8231) 5. DEPTH OF OUTLET BOX MUST BE COMPATIBLE WITH STUD SIZE IN ORDER TO ACCOMMODATE BOX PAD. 6. ACOUSTICAL BOX PAD REQUIREMENT APPLIES TO ALL PARTITIONS WITH ACOUSTICAL INSULATION. 7. USE OF MUD RINGS WITHOUT ELECTRICAL BOXES SHOULD NOT BE ALLOWED.

1/8" CLEAR TYP. (CONDUIT OR PIPE SHALL NOT CONTACT WALL)

SLEEVE W/MULTIPLE CABLES

PENETRATIONS OF ACOUSTICAL PARTITIONS BY, CONDUIT, CABLE, PIPES ETC. SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGER THAN 1/2" SHALL BE COVERED WITH GYPSUM BOARD, LAPPED A MINIMUM OF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT. CABLE TRAYS SHOULD NOT PENETRATE SLAB-TO-SLAB PARTITIONS. A CONDUIT SLEEVE SHOULD BE USED AT SUCH PENETRATIONS AND SEALED AS SHOWN ON THIS DETAIL. FLEXIBLE DUCT, PIPE, CONDUIT, ETC. CONNECTIONS SHOULD BE INCORPORATED BETWEEN ROOMS WHERE RESILIENTLY ISOLATED FLOORS, WALLS OR CEILING LIDS OCCUR.

APPLIES TO POWER, PHONE, COMMUNICATIONS, ETC.

OUTLET BOX DETAILS

3" = 1'-0"

PARTITION PENETRATION DETAILS 3" = 1'-0"

STRUCTURE ABOVE

ACOUSTICAL SEAL (SEE DETAIL)

CONTINUOUS METAL RUNNER SCHEDULED PARTITION

THERMAL INSULATION WHERE OCCURS

Murphy USA

Checker

Commision #15054.00 200 Peach Street El Dorado, AR 71730 COLUMN ENCLOSURE SLAB TO SLAB

Checked by:

Westlake Reed Leskosky AIR DUCT 1/2" GAP

CONTINUOUS ACOUSTICAL SEALANT TO CLOSE OFF GAP

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

CEILING AS SCHEDULED

Drawn by:

Author

INTERIOR DETAILS PENETRATIONS OF ACOUSTICAL PARTITIONS BY DUCTWORK SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGER THAN 1/2" SHALL BE COVERED WITH GYPSUM BOARD, LAPPED A MINIMUM OF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT.

DUCT PENETRATION OF ACOUSTIC PARTITION 3" = 1'-0"

SCHEDULED PARTITION

PARTITION INTERSECTION @ FURRED COLUMN (TYP) 3" = 1'-0"

A-513

A-532

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

ALIGN

12/1/2015 4:24:43 PM

PRIMARY

3/4" SOLID SURFACE

FILE CABINET

A-532

U 4 A-531 4

A-531

EQ 2"

9' - 0"

1' - 3" ALIGN

BASE

RECEPTION DESK CABINETS NORTH 1/4" = 1'-0" 3

2' - 2"

ALIGN

A-532

A-531

RECEPTION DESK SOUTH 1/4" = 1'-0"

5 5

A-532

LINE OF DESKTOP

A-531

A-531 ALIGN

1' - 6"

9' - 8"

2' - 3"

6' - 1"

1' - 2"

FILE CABINET 3' - 2 13/16"

3 A-532

A-531

2' - 5 1/16"

A-531

RECEPTION DESK NORTH 1/4" = 1'-0"

FILE CABINET

A-532

A-531

15' - 7" 10' - 9"

4' - 10"

A-531

9 3/4"

RECEPTION DESK EAST 1/4" = 1'-0"

7 3/4" BASE WOOD VENEER

ALIGN WOOD VENEER FORM ABOVE

8' - 11"

A-531

A-532

4' - 10"

WOOD VENEER FORM ABOVE

15' - 7"

3/4" SOLID SURFACE ON 3/4" PLYWOOD

A-531

RECEPTION DESK - ENLARGED PLAN

3 A-532

3 A-531

A-531

6' - 8" 10' - 9"

1 1/2" = 1'-0"

RECEPTION DESK WEST 1/4" = 1'-0"

4' - 2" 6"

1' - 3"

2' - 5"

3/8" SOLID SURFACE COUNTER TOP 1' - 9"

2' - 5"

WOOD VENEER PANEL 8"

SOLID SURFACE COUNTERTOP ON (2) LAYERS 3/4" PLYWOOD

3/4" SOLID SURFACE

Commision #15054.00 200 Peach Street El Dorado, AR 71730

SOLID SURFACE COUNTERTOP ON (2) LAYERS 3/4" PLYWOOD

PLAM ON 3/4" SUBSTRATE

Author

4" 3"

RECEPTION DESK DETAIL 0 1 1/2" = 1'-0"

RECEPTION DESK DETAIL 1 1 1/2" = 1'-0"

RECEPTION DESK DETAIL 2 1 1/2" = 1'-0"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

MILLWORK DETAILS

WIRE PULL

BASE, SEE FINISH SCHEDULE

2' - 6"

2' - 4"

2' - 6" 1' - 2"

FILE DRAWER W/ LOCK

3/4" SOLID SURFACE

2"x2"x1/4" STEEL ANGLE COUNTER SUPPORT AT 2'-8" O.C. MAX W/ WELDED STEEL GUSSET PLATE MAY OCCUR

2' - 10"

FILE CABINET

2' - 6"

BASE CABINET

DRAWER

Westlake Reed Leskosky 3' - 6"

DRAWER

ALIGN

SOLID SURFACE COUNTERTOP ON (2) LAYERS 3/4" PLYWOOD

2' - 10"

Checked by:

Checker

SOLID SURFACE

Drawn by:

Murphy USA

4' - 2"

CD 1

RECEPTION DESK DETAIL 3 1 1/2" = 1'-0"

A-531

PRIMARY 12/1/2015 4:24:50 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

3' - 8" 1' - 3"

2' - 5"

3/8" SOLID SURFACE COUNTER TOP

1' - 0"

WOOD VENEER PANEL

DRAWER

1' - 2"

FILE DRAWER W/ LOCK

WIRE PULL

1' - 0"

PLAM ON 3/4" SUBSTRATE

BASE, SEE FINISH SCHEDULE

3' - 6"

DRAWER

ALIGN

2' - 6"

SOLID SURFACE COUNTERTOP ON (2) LAYERS 3/4" PLYWOOD

A-532

RECEPTION DESK DETAIL 4 1 1/2" = 1'-0"

3' - 8" 1' - 3"

2' - 5"

Murphy USA

2' - 2" 3/8" SOLID SURFACE COUNTER TOP

3/8" SOLID SURFACE COUNTER TOP

1 1/2" = 1'-0"

3/4" BOTTOM PANEL

RECEPTION DESK DETAIL 6 1 1/2" = 1'-0"

MILLWORK DETAILS

BLOCKING, TYPICAL

BASE, SEE FINISH SCHEDULE

3 3/4"

BASE, SEE FINISH SCHEDULE 3"

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

3/4" BOTTOM PANEL

BLOCKING, TYPICAL

SILL PLATE W/1/4" DIA. X 1-3/4" LONG HILTI KWIK-CONN INTO CONC. @ 18" O.C.

2' - 6"

2' - 0" FILE DRAWER W/ LOCK

P.LAM. ON 3/4" SUBSTRATE

1' - 0"

1/4" BACKING PANEL

2' - 6"

1' - 7 1/4"

2' - 4"

WIRE PULL

11 3/4"

ALIGN

3' - 6"

3' - 6" 2' - 4"

1' - 2"

1' - 0"

FILE CABINET

BASE, SEE FINISH SCHEDULE

Drawn by:

WIRE PULL

ADJUSTABLE SHELVES ON PIN-TYPE SUPPORTS

POWER & TECH MAY OCCUR REFER TO ELEC. & TECH DWGS.

RECEPTION DESK DETAIL 5

ALIGN

2' - 6"

2" 2' - 6" 3' - 6"

COORDINATE BRACKET LOCATION W/ UNDERMOUNT KEYBOARD TRAY. PROVIDE BLOCKING AS REQ.

Westlake Reed Leskosky

FILE DRAWER W/ LOCK

COORDINATE GROMMETS WITH WORKSTATIONS

BASE, SEE FINISH SCHEDULE

SEALANT

DRAWER

2"x2"x1/4" STEEL ANGLE COUNTER SUPPORT AT 2'-8" O.C. MAX W/ WELDED STEEL GUSSET PLATE MAY OCCUR

Commision #15054.00 200 Peach Street El Dorado, AR 71730

SOLID SURFACE COUNTERTOP ON (2) LAYERS 3/4" PLYWOOD

SOLID SURFACE COUNTERTOP ON (2) LAYERS 3/4" SUBSTRATE

DIAGONAL CROSS BRACING @ EACH VERTICAL FRAME

WOOD VENEER PANEL

1' - 0"

WOOD VENEER PANEL

Checked by:

Checker

MONITOR AND MONITOR ARM

RECEPTION DESK DETAIL 7 1 1/2" = 1'-0"

RECEPTION DESK DETAIL 8 1 1/2" = 1'-0"

A-532

PRIMARY 12/1/2015 4:25:06 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT GREATER THAN OR EQUAL TO 'X'

FAUCET MOUNTED TO FACE OF MIRROR

SPOUT

FAUCET TOUCHLESS SENSOR MOUNTED TO FACE OF MIRROR

ALIGN

9 1' - 6"

A-533

7' - 2 3/4"

SHIPLAP JOINT

MICROSOFT SURFACE HUB (84")

2' - 10"

CORK BACKING

MICROSOFT SURFACE HUB 84" MOUNTING HARDWARE

MICROSOFT SURFACE HUB MOUNTING HARDWARE

MICROSOFT SURFACE HUB (84")

4' - 6"

9' - 0"

11"

3' - 10 1/8"

9' - 0"

2' - 1 3/4"

2" WIRE MGMT ACCESS

PROVIDE WIRE MANAGEMENT ACCESS

WOOD VENEER BEYOND

6' - 6"

POWER RECEPTACLE, SEE ELEC.

DETAIL - LOBBY TOILET ROOM SINK 1 1/2" = 1'-0"

1' - 9" U.N.O. WOOD VENEER

FAUCET MOUNTED TO FACE OF MIRROR OVERFLOW HOLES OCCUR AT PUBLIC RESTROOMS

SEALANT

PLYWOOD FRAME FIT AROUND STEEL COUNTER SUPPORTS

EXTRUDED ALUMINUM PULLTYPE REVEAL

1' - 6 1/4"

3/4" PLYWOOD SUBSTRATE

IN-WALL STL. COUNTER SUPPORT ANCHORED TO 16 GA STUDS. SUPPORTS 1,000 LBS. OFFSET TRAP TO CLEAR VALENCE PANEL

2' - 10"

P. LAM. SHELF ON PIN-TYPE SUPPORTS

ALIGN

WIRE MANAGEMENT ACCESS

2' - 3 1/2"

P. LAM. ON 3/4" SUBSTRATE P. LAM. BACK PANEL, COLOR TO MATCH CABINET INTERIOR

2" WIRE MGMT ACCESS DATA RECEPTACLE, SEE TECH. POWER RECEPTACLE, SEE ELEC.

1 1/2" 5"

1 3/4"

SOLID SURFACE COUNTERTOP

FAUCET TOUCHLESS SENSOR MOUNTED TO FACE OF MIRROR

SOLID SURFACE TOP W/ INTEGRAL SINK BOWLS, INTEGRAL BACKSPLASH, LOOSE SIDE SPLASH(ES). NO DRIP EDGE

PROVIDE REMOVABLE ATTACHMENT AT PANEL, PROVIDE FIXED END PANEL OF SAME CONSTRUCTION FOR ATTACHMENT IF NO PARALLEL WALL OCCURS.

1/4" WOOD TRIM BASE, SEE FINISH SCHEDULE 8"

9' - 9"

1 1/2"

CONT. SILL PLATE W/(5) 1/4" DIA. X 1-3/4" LONG HILTI KWIKCONN INTO CONC. @ 24" O.C.

10' - 0"

TEAMING AREA STORAGE AND TV DISPLAY 1 1/2" = 1'-0"

TEAMING AREA TV HOUSING AND CABINETRY

A-533

1 1/2" = 1'-0"

COUNTER W/ SINK 1 1/2" = 1'-0"

P.LAM. COUNTERTOP ON 3/4" SUBSTRATE

LINE OF COUNTERTOP ABOVE

SEALANT

SOLID SURFACE RETURN ON SUBSTRATE

4" BACKSPLASH MAY OCCUR, REFER TO ELEVATIONS

P.LAM. SOFFIT MAY OCCUR FIXTURE TYPE F26 SEE ELEC. DWGS

3' - 0"

DRAWER

6" X 20 GA CONTINUOUS REINFORCING PLATE

BASE SEE FINISH SCHEDULE

ADJUSTABLE SHELVES ON PIN-TYPE SUPPORTS

1' - 10 1/2"

BASE SEE FINISH SCHEDULE

2' - 10"

2' - 0"

WIRE PULL REFRIGERATED DISPLAY CASE

REFRIGERATED DISPLAY CASE

6" X 20 GA CONTINUOUS REINFORCING PLATE

VARIES, REFER TO ELEVATIONS

5 1/2"

1' - 0"

2' - 0" U.N.O.

BASE, SEE FINISH SCHEDULE

1 1/2"

5 15/16"

1/4" BACKING PANEL

ADJUSTABLE SHELVES ON PIN-TYPE SUPPORTS

P.LAM. ON 3/4" SUBSTRATE 1/4" BACKING PANEL

P.LAM. ON 3/4" SUBSTRATE

6" X 20 GA CONTINUOUS REINFORCING PLATE WIRE PULL

ALIGN

VARIES - REFER TO INTERIOR ELEVATIONS

4' - 0"

VARIES - REFER TO INTERIOR ELEVATIONS

ALIGN

3/4" BOTTOM PANEL

BASE, SEE FINISH SCHEDULE

FIXTURE TYPE F27 SEE ELEC. DWGS 1' - 0"

BLOCKING, TYPICAL

VARIES - REFER TO ENLARGED PLANS

KITCHEN / COFFEE BAR DETAIL PLAN

1 1/2" = 1'-0"

COPY ROOM BASE CABINET

1 1/2" = 1'-0"

WALL CABINET

Murphy USA

1 1/2" = 1'-0"

2' - 0" U.N.O.

SOLID SURFACE COUNTERTOP ON (2) 3/4" SUBSTRATE

P.LAM. ON 3/4" SUBSTRATE SOLID SURFACE BEYOND

1/4" BACKING PANEL

P.LAM. ON 3/4" SUBSTRATE

ADJUSTABLE SHELVES ON PIN-TYPE SUPPORTS

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

MILLWORK DETAILS

1' - 0"

KITCHEN / COFFEE BAR DETAIL @ U.C. REFRIDGERATOR 1 1/2" = 1'-0"

BASE, SEE FINISH SCHEDULE

2' - 0"

1' - 0"

KITCHEN / COFFEE BAR DETAIL @ CABINET 1 1/2" = 1'-0"

BLOCKING, TYPICAL

SINK BASE CABINET 1 1/2" = 1'-0"

2' - 0"

Commision #15054.00 200 Peach Street El Dorado, AR 71730

1/4" BACKING PANEL 3/4" BOTTOM PANEL

3/4" BOTTOM PANEL

BLOCKING, TYPICAL

Drawn by:

3/4" BOTTOM PANEL BASE, SEE FINISH SCHEDULE BASE CABINET BEYOND

6" X 20 GA CONTINUOUS REINFORCING PLATE

WIRE PULL

1' - 10 1/2"

1/4" BACKING PANEL

1' - 10 1/2"

A-533

WIRE PULL

2' - 10"

ADJUSTABLE SHELF ON PIN-TYPE SUPPORTS

1' - 10 1/2"

A-533

SOLID SURFACE BEYOND

2' - 10"

2' - 8"

2' - 10"

REFRIGERATED DISPLAY CASE

DRAWER

SINK (SEE PLUMBING)

WIRE PULL

5 1/2"

SOLID SURFACE

4" BACKSPLASH MAY OCCUR, REFER TO ELEVATIONS

4" BACKSPLASH MAY OCCUR, REFER TO ELEVATIONS 6" X 20 GA. CONTINUOUS METAL REINFORCING PLATE

DRAWER

SOLID SURFACE COUNTERTOP ON (2) LAYERS 3/4" SUBSTRATE SEALANT

SEALANT

2" 5 1/2"

ALIGN

Checked by:

P. LAM ON 3/4" SUBSTRATE

2' - 0" U.N.O.

2' - 10"

3' - 0"

Checker

3' - 0"

SOLID SURFACE COUNTERTOP ON (2) LAYERS 3/4" SUBSTRATE

BASE, SEE FINISH SCHEDULE

BASE CABINET W/ DRAWER 1 1/2" = 1'-0"

BLOCKING, TYPICAL BASE, SEE FINISH SCHEDULE

A-533

PRIMARY 12/1/2015 4:25:17 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

0.8

1/4" CURVED GWB ON EA. SIDE OF 3 5/8" MTL STUDS @ 24" O.C. W/3-1/2" ACOUSTIC INSULATION BATTS - SEAL ALL GAPS AND PENETRATIONS

REPAIR EXISTING SPRAYED ON FIREPROOFING AS REQ'D. 3/8" MIN

STEEL ANGLE BRACING LIGHT GA. FRAMING AND BRACING TO STRUC. DECK

DENOTES BTM. OF EXIST. W33 BEAM SUSPENDED GYPSUM BOARD CEILING

RECESSED CHANNEL GLASS TRACK

ARCH. FIN. GRADE SOLID WD. FRAME

MAXIMIZE HGT UNDER EXISTING W33 BEAM

1/4" CURVED GWB PREFINISH WHITE

1/4" CURVED GWB ON MTL FRAMING

1 1/2"

3/8" EXTRUDED ALUM. REVEAL

SUPPLY AIR JET NOZZLE - SEE MECHANICAL

3/8" CURVED "W' REVEAL SEE RCP FOR CEILING INFO.

SEE RCP FOR CEILING TYPE ARCH. FIN. GRADE PLYWOOD VERTICAL WD. FRAME BEYOND

SEE RCP FOR CEILING INFO.

SEE RCP FOR CEILING HEIGHT

CURTAIN TRACK

OVAL CONFERENCE ENTRY CONDITION

3" = 1'-0"

COLD FORM METAL FRAMING LIGHT GA. BLACK OXIDE COATED STEEL WITH CLEAR SEALER LAMINATED TO 3/4" FIRE RETARDANT PLYWOOD

OVAL CONF. PERIMETER SOFFIT AT 2ND FLOOR CEILING

3/8" ALUMINUM REVEAL

3" = 1'-0" LED DOWNLIGHT - SEE F2B ELECTRICAL

RETURN AIR SLOT - SEE MECHANICAL

4 1/2"

ALIGN TO EXISTING STONE PANEL BEYOND

SUSPENDED GYPSUM BOARD CEILING

9 NEW BEAM ONLY TO SUPPORT DOOR (NOT PART OF SUPER STRUCTURE, FIRE PROOFING NOT REQ'D.) - SEE STRUCT DWGS

EXPOSED BEAMS, DUCTS, CONDUITS, ETC TO BE PAINTED, SEE FINISH SCHEDULE

OPERABLE PARTITION +/- 2' - 8", SEE RCP

GYP BD CEILING

EXISTING MODULAR WALL ASSEMBLY

DETAIL - CEILING @ OPERABLE PARTITION

3" = 1'-0"

DETAIL - EXPOSED CEILING @ MODULAR WALL 1 1/2" = 1'-0"

FIXTURE TYPE F19 SEE ELEC. DWGS ACT CEILING KNIFE EDGE TRIM

GYP BOARD CEILING

DETAIL - KNIFE PROFILE HEIGHT TRANSITION

3" = 1'-0"

ACT CEILING GYP BD CEILING

SEE RCP FOR CEILING HEIGHT

EXISTING GWB ABOVE MODULAR WALL

SEE RCP FOR CEILING HEIGHT

ACT CEILING SOFFIT EXTENDER

EXTRUDED ALUM. CEILING TRIM

SEE RCP FOR CEILING HEIGHT

CABLE MOUNTED LIGHT FIXTURE, FIXTURE TYPE F5 SEE EL-DWGS SEE RCP FOR CEILING HEIGHT

ALIGN

CONTINOUS ACOUSTICAL SEAL

SEE RCP FOR CEILING HEIGHT

BOLTED CONNECTION SHOWN SECURE TO STEEL PER PARTITION MANUF. RECOMMENDATIONS

SEE RCP FOR CEILING HEIGHT

3" = 1'-0"

CONTINUE GWB HEADER ABOVE MODULAR WALL: 5/8" GWB ON LIGHT GA. FRAMING UP TO STRUC. DECK

2 LAYERS OF 5/8" GYP BD, ON 1-5/8" LIGHT GA. FRAMING, EACH SIDE

DETAIL - HEIGHT TRANSITION @ ENCLOSED PATIO

DETAIL - HEIGHT TRANSITION GYP - ACT 1 1/2" = 1'-0"

Murphy USA

Checked by:

Checker

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

PROVIDE LIGHT GA. OVERHEAD BRACING TO STRUC. DECK

EXTRUDED ALUM. CEILING TRIM

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

3/8" ALUM. REVEAL

DETAIL - LEVEL CHANGE @ ACT-ACOUS. PLASTER 1 1/2" = 1'-0"

SCHEDULED CEILING RECESSED MOTORIZED PROJECTOR SCREEN

DETAIL - PROJECTOR SCREEN 1 1/2" = 1'-0"

SEE RCP FOR CEILING HEIGHT

ACOUSTIC PLASTER CEILING

SEE RCP FOR CEILING HEIGHT

ACOUSTIC PLASTER CEILING

DETAIL - ACOUSTIC PLASTER - GYP 3" = 1'-0"

SEE RCP FOR CEILING HEIGHT

GYP. BOARD CEILING

ACT CEILING

CEILING DETAILS SCHEDULED CEILING PROJECTOR

DETAIL - PROJECTOR 1 1/2" = 1'-0"

SEE RCP FOR CEILING HEIGHT

Drawn by:

Author

SEE RCP FOR CEILING HEIGHT

PROVIDE LIGHT GA. OVERHEAD BRACING TO STRUC. DECK

A-561

PRIMARY 12/1/2015 4:25:27 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

LIGHT FIXTURE PER ELEC. DWGS COORDINATE OPENING SIZE

3 5/8" MTL STUDS W/ ACCOUSTIC INSULATION STEEL ANGLE BRACING NOTE: PARTITION BRACING MUST ALLOW SPACE FOR HVAC

SCHEDULED CEILING, SEE RCP

SEE RCP FOR CEILING HEIGHT

GYP. BOARD

SEE RCP FOR CEILING HEIGHT

METAL FURRING CHANNELS AND SUPPORTS

DETAIL - COVE LIGHT @ BATHROOM WALL 3" = 1'-0"

3/8" ALUM. REVEAL

GYP BD CEILING ACT CEILING

OFFSET SLOT DIFFUSER - SEE MECH.

GLAZING CHANNEL

SEE PLAN FOR PARTITION TYPE

ACT CEILING

5/8" GYP BD CEILING

DETAIL - GYP - ACT

3" = 1'-0"

DETAIL - ACT TO GYP TRANSITION @ GLASS PARTITION 3" = 1'-0"

PROVIDE 3 5/8" METAL STUD FRAMING AT PERIMETER, BRACE TO STRUCTURE ABOVE AS NEEDED

EXISTING AIR DIFFUSER EXISTING WALL

REFER TO MEACHANICAL DRAWINGS FOR LOCATION OF ABOVE-CEILING EQUIPMENT REQUIRING ACCESS NEW BLACKOUT DRAPE ON EXISTING TRACK

WALL MOLDING ACT CEILING

ACOUSTIC PLASTER CEILING

SEE RCP FOR CEILING HEIGHT

MOTORIZED SHADE

ACT CEILING 3/8" ALUM. REVEAL

LOCKABLE ACCESS PANEL DOOR W/ 5/8" GYP. BOARD INFILL. PAINT TO MATCH ADJACENT CEILING

DETAIL - SHADE @ EXECUTIVE SUITE 3" = 1'-0"

SEE REFLECTED CEILING PLAN

DETAIL - WINDOW SHADE @ EXTERIOR WALL

3" = 1'-0"

DETAIL - ACOUSTIC PLASTER - ACT

3" = 1'-0"

DETAIL - ACCESS PANEL 3" = 1'-0"

WALL BEYOND 9

5/ 8"

GYP BD CEILING

DETAIL - COVE LIGHT @ LOBBY

DETAIL - LINEAR DIFFUSER @ TECHZONE CEILING

3" = 1'-0"

ACT CEILING

DETAIL - ACT - EXPOSED - ACT 1 1/2" = 1'-0"

Murphy USA

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

5/8" GYP. BD. PAINTED

ALIGN

Author

SEE RCP FOR CEILING HEIGHT

WALL BEYOND

ACT CEILING

Drawn by:

EDGE OF WALL BEYOND

DETAIL - ACT @ WALL 3" = 1'-0"

ACT CEILING EXTRUDED ALUM. EDGE TRIM

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

ANGLE MOLDING

ALIGN SOFFIT W/ WALL BEYOND

CORNER BEAD TRIM

DETAIL - HEIGHT TRANSITION - ACT - GYP W/ INTERIOR ACT EDGE TRIM 3" = 1'-0"

GYP CEILING

SEE RCP FOR CEILING HEIGHT

Checked by:

EXTRUDED ALUM. EDGE TRIM

5/8" GYP. BD. CEILING

SEE RCP FOR CEILING HEIGHT

EXTRUDED ALUM. EDGE TRIM

SEE RCP FOR CEILING HEIGHT

3" = 1'-0"

ACT CEILING

3/8"

DETAIL - HEIGHT TRANSITION - ACOUSTIC PLASTER - GYP.

Checker

SPLINE CLIP

COLUMN, BEAMS, AND DUCTS TO BE PAINTED, SEE FINISH SCHEDULE

COLUMN BEYOND

SEE RCP FOR CEILING HEIGHT

ACOUSTIC PLASTER

SEE RCP FOR CEILING HEIGHT

FIBERGLASS MESH TAPE

ACOUSTIC PLASTER CEILING

3 1/2"

SEE RCP FOR CEILING HEIGHT

1' - 0"

SEE RCP FOR CEILING HEIGHT

CORNER BEAD TRIM PER ACOUSTIC PLASTER MANUF.

0' -

CONTINUOUS KNIFE EDGE CEILING TRIM,TAPED AND SPACKLED. FIXTURE TYPE F18 SEE ELEC. DWGS

SEE RCP FOR CEILING HEIGHT

1/4" BENT GYP BD, TAPED AND SPACKLED

ALIGN TRIM WITH FACE OF COLUMN

5/8" GYP BD CEILING

ALIGN TRIM WITH FACE OF COLUMN

ANGLE MOLDING

SEE RCP FOR CEILING HEIGHT

WALL BEYOND

DETAIL - HEIGHT TRANSITION - GYP - GYP 3" = 1'-0"

CEILING DETAILS

A-562

12/1/2015 4:25:37 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT 2" WIDE x 14 GAUGE, COLD FORMED PLATES @ 16" O.C. ATTTACHED TO DECK FLUTES 14 GA. STL. PLATE AS REQ'D TOP OF STEEL DECK FILL VOID AREAS W/ SOUND INSUL., FOR SMOKE PARTITIONS SMOKESTOP ALL VOID AREAS TIGHT TO UNDERSIDE OF STRUCTURAL W/ SAFING

FIRESTOP W/ U.L. OR W.H.I. APPROVED (1) HR. JOINT FIRESTOP SYSTEM.

FILL ALL VOID AREAS TIGHT TO UNDERSIDE OF STRUCTURE WITH MINERAL WOOL FIRE SAFING

NOTE: REFER TO FLOOR PLANS FOR WALL GRAPHIC LOCATIONS THAT REQUIRE A LEVEL 5 FINISH.

UL1479 ACOUSTICAL SEALANT JOINT SYSTEM EACH SIDE

HEAD OF PARTITION PARALLEL TO METAL DECK FILL VOID AREAS W/ SOUND INSUL., FOR SMOKE PARTITIONS SMOKESTOP ALL VOID AREAS TIGHT TO UNDERSIDE OF STRUCTURAL W/ SAFING

HEAD OF PARTITION PARALLEL TO METAL DECK

FIRESTOP W/ U.L. OR W.H.I. APPROVED (1) HR. JOINT FIRESTOP SYSTEM.

DEFLECTION SLIP TRACK (TYPICAL)

FIRESTOP W/ U.L. OR W.H.I. APPROVED (1) HR. JOINT FIRESTOP SYSTEM.

14 GA. STL. PLATE AS REQ'D

HEAD OF PARTITION PARALLEL TO METAL DECK HEAD OF PARTITION PARALLEL TO METAL DECK BOTTOM OF STEEL DECK

BOTTOM OF STEEL DECK

SEALANT, BOTH SIDES

FIRE RATED SEALANT, BOTH SIDES

HEAD OF PARTITION PERPENDICULAR TO METAL DECK

FILL ALL VOID AREAS TIGHT TO UNDERSIDE OF STRUCTURE WITH MINERAL WOOL FIRE SAFING

BOTTOM OF STEEL DECK

HEAD OF PARTITION PERPENDICULAR TO METAL DECK

BOTTOM OF STEEL DECK UL1479 ACOUSTICAL SEALANT JOINT SYSTEM EACH SIDE

BOTTOM OF CONC. SLAB

SEALANT, BOTH SIDES

FIRE/SMOKE SEALANT, BOTH SIDES

HEAD OF PARTITION AT CONCRETE SLAB

HEAD OF PARTITION PERPENDICULAR TO METAL DECK

3 1/2" SOUND ATTENUATION BATT INSULATION

HEAD OF PARTITION PERPENDICULAR TO METAL DECK

HEAD OF PARTITION AT CONCRETE SLAB

4 7/8"

EXISTING OR NEW STUCTURE; REFER TO PLAN

6 1/8" 6"

4 7/8"

DEFLECTION SLIP TRACK (TYPICAL)

ACOUSTIC CEILING INSULATION ABOVE ENTIRE CEILING ON ROOM SIDE OF D1 PARTITION TYPES - TYP . FINISHED CEILING MAY OCCUR, REFER TO FINISH SCHEDULE.

FINISHED CEILING MAY OCCUR, REFER TO FINISH SCHEDULE.

METAL STUDS @ 16" O.C.

FINISHED CEILING MAY OCCUR, REFER TO FINISH SCHEDULE.

FINISHED CEILING, REFER TO FINISH SCHEDULE.

FINISHED CEILING MAY OCCUR, REFER TO FINISH SCHEDULE.

1 LAYER OF 5/8" GYP. BD.

2 LAYER OF 5/8" GYP. BD.

3 1/2" SOUND ATTENTUATION BATT INSULATION MAY OCCUR

20 GAUGE, METAL STUDS @ 24" O.C. METAL STUDS @ 16" O.C. 1 LAYER OF ACOUSTICALLY ENHANCED 5/8" GYP. BD.

FINISHED CEILING, REFER TO FINISH SCHEDULE. ACOUSTIC INSULATION PER TYPE D1

1 LAYER OF ACOUSTICALLY ENHANCED 5/8" GYP. BD.

METAL STUDS @ 16" O.C. 1 LAYER OF 5/8" GYP. BD.

1 LAYER OF 5/8" GYP. BD.

2 LAYER OF 5/8" GYP. BD.

1 LAYER OF 5/8" GYP. BD.

3 1/2" SOUND ATTENUATION BATT INSULATION

1 LAYER OF 5/8" GYP. BD.

SEALANT, BOTH SIDES

FIRE/SMOKE SEALANT, BOTH SIDES

SEALANT, BOTH SIDES

UL1479 ACOUSTICAL SEALANT JOINT SYSTEM EACH SIDE

REFER TO FINISH SCHEDULE FOR BASE

SEALANT

FINISH FLOOR

4 7/8"

NON-FIRE RATED, NON-BEARING PARTITION3 5/8" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (4 7/8" WIDE)

NON-FIRE RATED, NON-BEARING PARTITION6" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (7 1/4" WIDE)

NON-FIRE RATED, NON-BEARING PARTITION2 1/2" MTL. STUDS W/ 1/2" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (3 1/2" WIDE)

4 7/8"

6 1/8"

1 HR. FIRE RATED (UL DESIGN NO. U465) NON-BEARING PARTITION- 3 5/8" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (4 7/8" WIDE)

2 HR. FIRE RATED (UL DESIGN NO. U411) NON-BEARING PARTITION- 3 5/8" MTL. STUDS W/ (2) LAYERS 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (6 1/8" WIDE)

1 HR. FIRE RATED (UL DESIGN NO. U465) NON-BEARING PARTITION- 6" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (7 1/4" WIDE)

2 HR. FIRE RATED (UL DESIGN NO. U411) NON-BEARING PARTITION- 6" MTL. STUDS W/ (2) LAYERS 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (8 1/2" WIDE)

FINISH FLOOR

D D1

NON-FIRE RATED, NON-BEARING PARTITION3 5/8" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDE TO 6" ABOVE FINISHED CEILING (4 7/8" WIDE)

NON-FIRE RATED, ACOUSTIC, NON-BEARING, PARTITION- 3 5/8" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (4 7/8" WIDE) (STC-50 ) (SEE ACOUSTIC DETAILS 4-7 ON A-513 FOR MORE INFO.)

SAME AS ABOVE EXCEPT W/ACOUSTIC INSULATION AND SEALANT AT ALL GAPS AND PENETRATIONS (SEE ACOUSTIC DETAILS 4 & 5 ON A-513 FOR MORE INFO.)

NON-RATED NON-BEARING PARTITION- 3 5/8" MTL. STUDS W/ (2) LAYERS 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (6 1/8" WIDE) SEAL ALL GAPS AND PENETRATIONS WITH ACOUSTIC SEALANT. (SEE ACOUSTIC DETAILS 4-7 ON A-513 FOR MORE INFO.)

2" WIDE x 14 GAUGE, COLD FORMED PLATES @ 16" O.C. ATTTACHED TO DECK FLUTES

14 GA. STL. PLATE AS REQ'D

BOTTOM OF STEEL DECK

NON-FIRE RATED FURRING7/8" HAT CHANNELS W/ 5/8" GYP BD. ONE SIDE TO 6" ABOVE CEILING. (1 1/2" WIDE)

NON-FIRE RATED FURRING2 1/2" MTL. STUDS W/ 5/8" GYP BD. ONE SIDE TO 6" ABOVE CEILING. (3 1/8" WIDE)

14 GA. STL. PLATE AS REQ'D

REFER TO STRUCTURAL FOR SIZE & SPACING OF STAGGERED WALL SUPPORT ANGLES

FIRE RATED JOINT SYSTEM MATCHING HOURLY WALL RATINGS 14 GA. STL. PLATE AS REQ'D

NON-FIRE RATED FURRING3 5/8" MTL. STUDS W/ 5/8" GYP BD. ONE SIDE TO 6" ABOVE CEILING. (4 1/4" WIDE)

HEAD OF PARTITION PARALLEL TO METAL DECK

COMPRESSIBLE MATERIAL

FIRE RATED JOINT SYSTEM MATCHING HOURLY WALL RATINGS DEFLECTION TRACK - TYP.

DEFLECTION TRACK - TYP.

HEAD OF PARTITION PARALLEL TO METAL DECK PARTITION HEAD PARALLEL TO DECK

PARTITION HEAD PARALLEL TO DECK

BOTTOM OF STEEL DECK

SHAFT SIDE BOTTOM OF STEEL DECK

BOTTOM OF STEEL DECK

DEFLECTION TRACK - TYP.

HEAD OF PARTITION PERPENDICULAR TO METAL DECK FINISHED CEILING, REFER TO FINISH SCHEDULE.

REFER TO STRUCTURAL FOR SIZE & SPACING OF STAGGERED WALL SUPPORT ANGLES

EDGE OF OF CONC. SLAB 3 - 5/8" MTL STUDS @ 16" O.C.

3 - 5/8" MTL STUDS @ 16" O.C.

5/8" GWB. W/ACOUSTIC INSULATION (SEAL ALL GAPS & PENETRATIONS)

STEEL ANGLE BRACING ABOVE GLASS PARTITIONS

WOOD BLOCKING SHOWN MUST BE FIRE RETARDANT

3 - 5/8" MTL STUDS @ 16" O.C. 5/8" GWB. W/ACOUSTIC INSULATION PARTITION TYPE G2 ONLY PROVIDE CONT. HEADER ABOVE GLASS PARTITIONS

ALIGN

PLYWOOD BLOCKING SHOWN MUST BE FIRE RETARDANT 2 1/2"

CEILING LINE

GLAZING CHANNEL, ALLOW SPACE FOR GLASS SETTING. (MINIMIZE HEIGHT)

REVEAL AT HEAD & JAMBS - TYP.

DOUBLE HEAD - STAGGER JOINTS AT WALL CORNERS

HEAD OF PARTITION AT CONCRETE SLAB

Checker

GLASS TYPE 4 - SEE SPECS

Checked by:

GLASS TYPE 3 - SEE SPECS

SEE I-DWGS FOR FINISH FLOOR INFO.

Murphy USA

FINISHED CEILING MAY OCCUR, REFER TO FINISH SCHEDULE. REFER TO STRUCTURAL FOR GROUT AND REINFORCEMENT INFORMATION

C-H STUDS FULL HEIGHT AT 24" O.C. 1 LAYER OF 1" GYP. BD. LINER PANEL U.L. APPROVED 3" MINERAL WOOL SOUND ATTENUATION BATT INSULATION 2 LAYERS OF 5/8" GYP. BD.

SHAFT SIDE

SEALANT, BOTH SIDES

REFER TO FINISH SCHEDULE FOR BASE

REFER TO FINISH SCHEDULE FOR WALL BASE

FINISH FLOOR

FIRE RATED JOINT SYSTEM MATCHING HOURLY WALL RATINGS

EXISTING CONCRETE SLAB WITH WELD MESH 1" BELOW SURFACE

PROPRIETARY GLASS PARTITION SYSTEM GLASS TYPE 1, W/O GWB/INSUL. ABV. 2" FRAME W/REVEAL AT HEAD & JAMBS

C.M.U. W/ HORIZONTAL REINF. @ 16" O.C. VERTICALLY; REFER TO STRUCT. FOR VERT. REINF.

PROPRIETARY GLASS PARTITION SYSTEM GLASS TYPE 2, W/ GWB/INSUL. ABV. 2" FRAME W/REVEAL AT HEAD & JAMBS

FRAMELESS GLASS PARTITION (BUTT-GLAZED, EXPOSED CHANNELS)

FRAMELESS GLASS PARTITION (BUTT-GLAZED, NO EXPOSED CHANNELS)

PARTIAL HEIGHT PARTITION 3 5/8" MTL. STUDS @ 16" O.C. W/ 5/8" GWB. EACH SIDE (4 7/8" WIDE)

REFER TO FINISH SCHEDULE FOR BASE FINISH FLOOR

VARIES

4 7/8"

J J1

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

FINISH FLOOR SAW CUT EXISTING SLAB 3/4" DEEP MAX. TO RECESS GLASS W/SETTING BLOCK. SEAL GAPS WITH FLOOR SETTING COMPOUND

EXPOSED SHOE (MINIMIZE HEIGHT)

HEAD OF PARTITION PERPENDICULAR TO METAL DECK

SECURE TO FRAMING PER MANUF.

CLEAR SAFETY GLASS (VARIES PER TYPE BELOW)

COMPRESSIBLE MATERIAL

FIRE RATED JOINT SYSTEM MATCHING HOURLY WALL RATINGS

GLAZING CHANNEL ABOVE CEILING, ALLOW SPACE FOR GLASS SETTING

SEE I-DWGS FOR FINISH FLOOR INFO.

Drawn by:

CORNER PROTECTION GWB BEAD

SEE INTERIOR ELEVATION

LIGHT GA. DIAGONAL BRACING

2 HR. FIRE RATED (UL DESIGN NO. U415 SYSTEM B) NON-ACOUSTIC, NONBEARING SHAFT WALL - 2 1/2" MTL. C-H STUDS W/ (2) LAYER OF 5/8" GYP. BD. ON FINISH SIDE & 1" GYP. LINER PANELS ON SHAFT SIDE (3 3/4 WIDE)

2 HR. FIRE RATED (UL DESIGN NO. U415 SYSTEM B) NON-ACOUSTIC, NONBEARING SHAFT WALL- 4" MTL. C-H STUDS W/ (2) LAYER OF 5/8" GYP. BD. ON FINISH SIDE & 1" GYP. LINER PANELS ON SHAFT SIDE (5 1/4" WIDE)

NON-FIRE RATED, NON-BEARING CMU PARTITION- 8" LIGHTWEIGHT CONCRETE BLOCK. (7 5/8" WIDE)

NON-FIRE RATED, NON-BEARING CMU PARTITION- 6" LIGHTWEIGHT CONCRETE BLOCK. (5 5/8" WIDE)

2-HR. FIRE RATED U.L. U905, NON-BEARING CMU PARTITION- 8" CONCRETE BLOCK. FULLY GROUTED (7 5/8" WIDE) NOTE: CMU TO MATCH EXISTING CMU TYPE AND DIMENSION. TOOTH-IN NEW CMU INTO EXISTING CMU. AVOID CUTTING EXISTING CMU IF AT ALL POSSIBLE.

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

PARTITION TYPES

A-600

12/1/2015 4:25:53 PM

DOOR No

WIDTH

001 003A 003B 004 007B 010 011 S1.0

4' - 0" 6' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

DOOR TYPE

HEIGHT THICKNESS 7' - 0" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 8' - 10"

101 103 104 105 106 109 110 111A 111B 111C 112 112A 112B 112C 112D 114A 115 116 117A 117B 118 120 121 122 123 124 125 128 129 130 131 132 133 133A 133B 133C 134A 134B 135A 135B 137 137A 137B 137C 137D 137E 138 140 141 142 143 144 145A 145B 145C 145D 146A 146B 147 148 149 150 151 152 153 154 155 156 157A 157B 157C 157D 159 160 S1.1 S2.1 S3.1 S4.1

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 6" 3' - 9" 8' - 0" 6' - 0" 7' - 5 1/2" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 6' - 4" 6' - 4" 8' - 0" 12' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 6" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 11 1/2" 5' - 11 1/2" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 8' - 11" 9' - 0" 9' - 2" 8' - 9" 8' - 9" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 9' - 0" 9' - 2" 8' - 10" 8' - 10" 8' - 10" 9' - 2" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 8" 8' - 8" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10"

200 203 204 205 206 209 210 211 219 221 224 225 226 227 228 229 230 231 232 233A 233B 234 237 238 240 241 242 243 244 245 246 247 248 249 250

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 7' - 10" 7' - 10" 8' - 10" 7' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10"

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4"

DOOR MATERIAL

FRAME FRAME TYPE MATERIAL

JAMB DETAIL

DOOR AND FRAME SCHEDULE HARDWARE SET

FIRE RATING

COMMENTS 13, EXISTING DOOR

F A F A A A

HM HM HM HM HM HM

2 1 2 1 1 1

WD WD WD WD WD WD WD GL GL GL AL/GL GL GL AL/GL AL/GL WD GL WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD GL WD WD WD WD WD

HM HM HM HM HM HM

EX EX EX EX

EX EX EX EX ETR EX EX

J5 J4 J5 J5 J5 J5

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 0 1/2" 0' - 0 1/2"

A A A A A A A C C C

0' - 0 1/2" 0' - 0 1/2" 0' - 2 1/4" 0' - 2 1/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 2" 0' - 2"

C2 C2 D2 D2 A C A A A A A A A A A A A A A A A C A A A A A

0' - 1 3/4" 0' - 2 1/4" 0' - 2 1/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 2 1/4" 0' - 2 1/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 0 1/2" 0' - 2 1/4" 0' - 2 1/4" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4"

C3 D2 D2 C C A A A A A C A2 A2 D2 D2 A A A A A A A A A A A A C2 C2 D2 D2 C A B B B B

AL/GL AL/GL AL/GL AL/GL GL GL WD WD WD WD WD GL WD WD AL/GL AL/GL WD WD WD WD WD WD WD WD WD WD WD WD GL GL AL/GL AL/GL GL WD WD/GL WD/GL WD/GL WD/GL

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4"

A A A A A A A A A A A A A A A A A A A A A A

WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD

3 3 3 3 3 3 1 4 3 3 3 EX EX 1

AL AL AL AL AL AL AL AL AL AL AL EX EX AL

J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J3 J3 J1

A A A A A A A A A A A A

WD WD WD WD WD WD WD WD WD WD WD WD

1 3 3 3 1 3 3 1 4 3 1 3

AL AL AL AL AL AL AL AL AL AL AL AL

J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1

EX EX

2 2 1

AL AL AL

90 MIN 90 MIN

13 13, EXISTING DOOR

J3 J3 J3 J3

1 1 1 1

J3 J3

1 1 13 13 13 13, REVOLVING DOOR 6, 13 6 6, 13, 16

4 4 4 4 3 1 1 3 3 3 3 3 3 3 4

AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL

J2 J2 J2 J2 J1 J1 J1 J1 J1 J1 J1 J1 J1 J2 J2

1 1 1 1 1

AL AL AL AL AL

J1 J1 J1 J1 J1

5 5 5 5 5 13 5 5 5 5 5 5 5 5 13

6, 14 6, 14 13, REVOLVING DOOR 6 6, 13, 16 6 6 6, 16

2 2

AL AL

1 1 4 3 3

AL AL AL AL AL

J1 J1 J1 J1 J1

2 2 2 2 1 1 3 3 1 1 3 3 4 4 4 4

AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL

J1 J1

2 2

AL AL

1 EX EX EX EX

AL EX EX EX EX

J1 J3 J3 J3 J3

EX EX

EX EX ETR EX EX

J3 J3

1 1

J3 J3

1 1 5, 9 5 5 5 5 5 5 13 5 5 5 5 1, 13 1, 13

EX EX

13 5, 13 5 5 13 5, 6, 14 5, 6, 14 6 6

J1 J1 J1 J1 J1 J1 J1 J1 J2 J2 J2 J2

5 5 5 5 5 5 5 5 5 6 6 6, 14 6, 14 13 90 MIN 90 MIN 90 MIN 90 MIN

1 1 1, 13 1, 13

13, EXISTING DOOR 5 5 5 5 5 5 13 5 5

DOOR TYPE

HEIGHT THICKNESS

DOOR MATERIAL

DOOR No

WIDTH

251 253 S1.2 S2.2 S3.2 S4.2

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10"

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4"

A A B B B B

WD WD WD/GL WD/GL WD/GL WD/GL

303 304 305 306 309 310 311 317 319 320 321 322 324 325 326 327 328 329 330 331 332 333 334 335 337 338 339 340 341 342 343 344 345 346 348 350 351 353 S1.3 S2.3 S3.3 S4.3

8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10"

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A B B B B

WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD/GL WD/GL WD/GL WD/GL

403 404 405 406 409 410 411 413 414 415 416 417 418 419 420 421 423 424 425 426 426A 427 428 429 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449A 449B 450 451 453B 456 458A 458B 459 460 461 462 463 465 466 467 468B 468D 469 470 472 481 482 483 484 S1.4 S2.4 S3.4 S4.4

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 2" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 1 3/4" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 3" 6' - 3" 6' - 3" 6' - 3" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 9' - 0" 8' - 10" 9' - 0" 8' - 10" 9' - 0" 9' - 0" 8' - 10" 8' - 10" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 8' - 10" 7' - 0" 8' - 10" 8' - 10" 9' - 0" 9' - 0" 8' - 10" 9' - 0" 9' - 0" 8' - 10" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10"

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 0 1/2" 0' - 0 1/2" 0' - 0 1/2" 0' - 1 3/4" 0' - 0 1/2" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4"

A A A A A A A A A A A A A C C A A A A C C C C A C C A A C A A A A A A A A A A A A A C C

WD WD WD WD WD WD WD WD WD WD WD WD WD GL GL WD WD WD WD GL GL GL GL WD GL GL WD WD GL WD WD WD WD WD WD WD WD WD WD WD WD WD GL GL

A A EX EX A

WD WD EX EX WD

0' - 1 3/4"

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4"

A EX A A A A A C A A A H H H H B B B B

WD EX WD WD WD WD WD GL WD WD WD PRE PRE PRE PRE WD/GL WD/GL WD/GL WD/GL

FRAME FRAME TYPE MATERIAL

JAMB DETAIL

HARDWARE SET

FIRE RATING

COMMENTS

3 3 EX EX EX EX

AL AL EX EX EX EX

J1 J1 J3 J3 J3 J3

EX EX

J3 J3

1 1

EX EX

EX EX ETR EX EX

J3 J3

4 3 3 3 3 3 4 1 1 3 4 3 3 3 3 3 3 3 3 3 1 3 3 3 1 3 3 3 3 3 3 EX EX EX EX

AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL EX EX EX EX

J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J2 J2 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J3 J3 J3 J3

1 1 5, 9 5 5 5 5 5 5 5 5 13 5 5 5 5 5 5 5 5 5 5 5

EX EX

EX EX ETR EX EX

J3 J3

1 1

J3 J3

4 3 3 3 3 1

AL AL AL AL AL AL

J1 J1 J1 J1 J1 J1

4 1 3 3

AL AL AL AL

J1 J1 J1 J1

1 1 5, 9 5 5 5 5 5 13 13 13 5 5, 23 5 5

EX EX

90 MIN 90 MIN 90 MIN 90 MIN

5 5 1 1 1 1

GENERAL DOOR SCHEDULE NOTES 1.

2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

13. 14.

5 5 5 13 5 5 5 5 5 5 1 1 1 1

SCHEDULE ABBREVIATIONS NOTE: ABBREVIATIONS BELOW ARE RELATIVE TO THE DOOR SCHEDULE. PROJECT STANDARD ABBREVIATIONS ARE SHOWN ON G-001 HM AL GL WD MTL EX PRE

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16.

J1 7, 13

3 3

AL AL

J1 J1

3 3 3 3 3 3 4 3 4 3 3 3 1

AL AL AL AL AL AL AL AL AL AL AL AL AL

J1 J1 J1 J1 J1 J1 J1 J1 J2 J2 J1 J1 J1

1 1

AL AL

J1 J1

J8 J7

1 3 4 3

WD AL AL AL AL

J7 J1 J1 J1 J1

5 5 5 13

3 3 1

AL AL AL

EX EX EX EX

J2 J2 J1 J10 J10 J10 J10 J3 J3 J3 J3

5 5 5 6 6 6 6 1 1 1 1

NEW DOOR IN EXISTING FRAME NEW DOOR AND FRAME IN EXISTING OPENING REMOVE AND REPLACE ALL EXPOSED BRASS DOOR HARDWARE. EXISTING DOOR TO BE RELOCATED PER PLANS ACOUSTICAL SEAL (SEE DOOR SEAL DETAIL ON A-615) SMOKE EVACUATION ACTIVATED NOT USED NOT USED WOOD DOOR TO MATCH WOOD AT OVAL ENTRY MILLWORK NOT USED NOT USED NOT USED CARD READER PER HARDWARE SCHEDULE PANIC BAR EGRESS FUNCTION HARDWARE REQUIRED. NOT USED ADA AUTOMATIC OPENER - PUSH BUTTON CONTROL TO BE INTEGRATED WITH CARD READER PANEL TO REPLACE ACCESS CONTROLS CUT INTO EXISTING STONE PANEL. INCLUDE COST OF CUTTING STONE OPENING TO ACCOMMODATE DOOR CONTROLS WHERE THEY OCCUR.

5 5 13 5 5 5 5 5 5 5 5 5 5 5 5 13 13 13 13, EXISTING DOOR 13 13 3 3 3 3, 4 3, 13

90 MIN 90 MIN 90 MIN 90 MIN

Murphy USA

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky POCKET DETAIL SEE

J10 / A-615 SEE SCHEDULE

SCHED. D.O.

3'-0" U.N.O. ON PLAN

SCHED. D.O.

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

VARIES - SEE PLAN

3' - 10"

5" 4"

DOOR AND FRAME SCHEDULE

SCHED. D.O.

SEE SCHEDULE

2' - 0"

DIVIDE EQUALLY

Drawn by:

HOLLOW METAL ALUMINUM GLASS WOOD - SOLID CORE METAL EXISTING (TO REMAIN OR REMOVE/REINSTALL) PREFINISHED PER MANUF.

SCHEDULE NOTES AND COMMENTS

13 1

CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND NOTIFY ARCHITECT OF ANY DISCREPENCIES BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING WITH ANY WORK. SEE ELEVATIONS AND PARTITION TYPES FOR GLASS TYPES AS NOTED IN GLAZING SCHEDULE SPECIFICATIONS REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. SEE FINISH LEGEND FOR DOOR AND FRAME FINISHES. SEE SHEET A-615 FOR JAMB DETAILS. ALL GLASS DOORS, DOORS WITH GLASS AND GLASS DIRECTLY ADJACENT TO DOORS MUST BE SAFETY TYPE GLAZING (TEMPERED OR LAMINATED) ALL EXTERIOR FRAMESTO BE THERMALLY ISOLATED WITH FULL PERIMETER INTEGRAL WEATHER SEALS U.O.N. ALL HARDWARE FINISH TO BE SATIN CHROME OR STAINLESS STEEL UNLESS OTHERWISE NOTED ALL CARD READERS TO BE STORE ROOM FUNCTION U.O.N. ALL SECURE DOORS MUST BE ALLOWED TO EGRESS DURING FIRE ALARM ACTIVATION. ALL EXTERIOR DOORS AND GLAZING TO BE LATERALLY BRACED AT HEAD WITH STEEL ANGLES TO STRUCTURAL DECK U.O.N. DOOR SIZES SHOWN ARE REVIT MODEL GENERATED AND MAY VARY FROM ACTUAL DOOR SIZES REQUIRED. DOOR SIZES TO BE VERIFIED AND APPROVED BY ARCHITECT DURRING SUBMITTAL PROCESS. ALL WOOD DOOR AND FRAMES IN EXECUTIVE SUITE AREA (SOUTH PORTION OF 4TH FLOOR) ARE TO MATCH EXISTING ADJACENT CUSTOM WOOD DOORS. SEE SPECS FOR ALTERNATE 3. CONCRETE SLAB REMOVAL REQUIRED TO ACCOMODATE FRAMELESS GLASS AND REVOLVING DOOR TYPES.

Checked by:

Checker

DOOR AND FRAME SCHEDULE

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

FINISH FLOOR 0'-0"

FLUSH DOOR

DOUBLE DOOR

FLUSH DOOR W/VISION LIGHT

GLASS DOOR W/PATCH FITTINGS

DOUBLE GLASS DOOR W/PATCH FITTINGS

AUTOMATIC ALL GLASS SLIDING DOORS

SINGLE-LITE DOOR

DOUBLE SINGLE-LITE DOOR

HORIZONTAL SLIDING ACCORDIAN DOOR

DOOR TYPES: SEE DOOR SCHEDULE FOR DOOR SIZE

1 SINGLE DOOR

2 DOUBLE DOOR

DOOR W/SIDELITE

DOOR W/BUT-GLAZED INTERIOR STOREFRONT

FRAME TYPES: SEE DOOR DETAILS FOR FRAME INFORMATION

A-610

12/1/2015 4:26:06 PM

SECONDARY

2 SELF ADHESIVE SILICONE OR NEOPRENE SEALS SHOWN IN A NONCOMPRESSED POSITION

CMU - SEE PARTITION TYPES

ALIGN

1/2"

H.M. FRAME W/REVEAL TO MATCH EXISTING

SOLID CORE WOOD DOOR (TYP.)

+/10" HIGH CMU HEADER TO MATCH EXISTING CONT. SEAL EA. SIDE

1 1/2"

1/2" 1 1/2"

CONT. GWB BEAD

STRIKE JAMB

HINGE JAMB FOAM SEAL

H.M. FRAME W/REVEAL TO MATCH EXISTING AT CMU CONDITIONS - FILL W/GROUT

NEW DOOR - SEE SCHEDULE

GWB BEAD

CEILING AT HEAD CONDITION

EXISTING FRAME TO BE RETROFITED WITH NEW DOOR AND HARDWARE

1/2"

CEILING AT HEAD CONDITION

ALL INTERIOR FRAMES TO HAVE REVEAL TO MATCH EXISTING U.O.N.

ALIGN

MATCHING ALUM . COVER PLATES BY SAME MANUF.

4 7/8"

ALIGN

1/2"

CEILING AT HEAD CONDITION

ALIGN

4 7/8"

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

(HEAD SIMILAR)

SOLID CORE

NEW DOOR - SEE SCHEDULE

ACOUSTIC SEAL

ALUM. JAMB - TYP.

3" = 1'-0"

ALUM. DBL. JAMB

3" = 1'-0"

JAMB AT EXIST. FRAME

3" = 1'-0"

H.M. JAMB AT GWB

3" = 1'-0"

1/4" MAX.

H.M. JAMB AT CMU

AUTOMATIC DOOR BOTTOM

3" = 1'-0"

ASTRAGAL SEAL

SEE 7 / A-502 FOR EXTERIOR WALL ASSEMBLY

MATCH EXIST.

CLEAR SILICONE SEALANT (ULTRAQUICK DRYING TYPE FOR GLASS LAMINATES) MINIMIZE JOINT

MATCH EXIST.

FRAMELESS GLASS PARTITION

MATCH EXISTING ADJACENT REVEAL GWB BEAD

NATIONAL GUARD

5050

109N

423N

PEMKO

S 88

355CS

434A

REESE

797

MORTISE

371

ZERO

DB 043 1840

369

NOTES: 1. INSTALL DOOR IN FRAME WITH 1/8" MAX. TOLERANCE @ HEAD, HINGE & STRIKE JAMB.

ARCH. FINISH GRADE VENEER PLYWOOD TO MATCH EXISTING

2. PERIMETER SEAL SHALL ALWAYS BE MIN. SEMI COMPRESSED WITH DOOR CLOSED.

SEALANT W/ BACKER ROD

3. IF TOLERANCE @ PERIMETER IS GREATER THAN 1/8" & DOOR CANNOT BE ADJUSTED, REPLACE WITH 1/2" SEAL INSTEAD OF 1/4" SEAL.

FINISH CEILING - SEE RCP & FINISH SCHEDULE

4. ALL GAPS @ INTERSECTION OF ASTRAGAL & AUTOMATIC DOOR BOTTOM SHALL BE SEALED. 5. FOR DOUBLE INTERCONNECTING DOORS PROVIDE PERIMETER SEALS AND AUTOMATIC DOOR BOTTOMS ON BOTH DOORS.

CENTER OF PARTITION AND GLASS

FRAMELESS GLASS PARTITION

EXISTING MTL. STUD TO REMAIN

ACOUSTIC DOOR SEAL

PERIMETER ASTRAGAL

ULTRA

WOOD BLOCKING - FIRE RETARDANT

MAINTAIN EXISTING REVEAL BETWEEN NEW AND OLD CONSTRUCTION

CLEAR SILICONE SEALANT (ULTRA-QUICK DRYING TYPE FOR GLASS LAMINATES) MINIMIZE JOINT

CENTER OF PARTITION AND GLASS

AUTOMATIC DOOR BOTTOM

MANUFACTURER

PATIO ENCLOSURE DOOR - HEAD

DOOR SEAL DETAILS 3" = 1'-0"

3" = 1'-0"

WOOD FRAME AND DOOR TO MATCH EXISTING WOOD DOORS

QQ BACKER ROD AND SEALANT EXISTING BEAM

DOOR SWEEP 1/2" RIGID INSULATION

WOOD JAMBS AT EXEC. STE.

THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON NEW CONCRETE SLAB. 3/8"

MAINTAIN EXISTING REVEAL BETWEEN NEW AND OLD CONSTRUCTION

3" = 1'-0" EXISTING WOOD MILLWORK AND RCESSED DOOR ASSEMBLY

1/8" / 1'-0"

01 FIRST FLOOR 0' - 0"

EXISTING FLOOR

SEALANT W/ BACKER ROD NON-POROUS SHIM/BLOCKING BED OF SEALANT

RETROFIT JAMB AT EXEC. STE.

3" = 1'-0"

2 LAYERS OF 5/8" GYP BD. ON 3-5/8" LIGHT GA. FRAMING, EACH SIDE

NEW CAST IN PLACE CONCRETE RETAINING WALL AND FOUNDATION. SEE STRUCT.

7 4

PATIO ENCLOSURE DOOR - SILL 3" = 1'-0" PROVIDE STEEL PLATE ATTACHMENT PER ACCORDIAN DOOR MANUF.

BATT INSULATION

FINISH CEILING - SEE RCP & FINISH SCHEDULE

FINISH CEILING - SEE RCP & FINISH SCHEDULE SILICONE SEALANT

STEEL ANGLE - SEE STRUCT. SEALANT W/ BACKER ROD

EXISTING STUCCO SOFFIT TO REMAIN. PATCH AS REQD.

SEALANT W/ BACKER ROD FINISH CEILING - SEE RCP & FINISH SCHEDULE

FINISH CEILING - SEE RCP & FINISH SCHEDULE

MANUAL ROLLER SHADE

ENTRY DOOR HEAD - NORTH VESTIBULE 3" = 1'-0"

GYP. BOARD CEILING

ACT CEILING

SEALANT W/ BACKER ROD

ALIGN

SEE RCP FOR CEILING HEIGHT

WOOD BLOCKING - FIRE RETARDANT

SEE RCP FOR CEILING HEIGHT

EXTRUDED ALUM. ACT EDGE TRIM

ENTRY DOOR HEAD - SOUTH VESTIBULE

3" = 1'-0"

H10

ACCORDIAN DOOR HEAD 3" = 1'-0"

Murphy USA

EXTERIOR DOOR - HEAD 3" = 1'-0"

Checker

1' - 6"

FINISHED FLOOR - SEE FLOOR FINISH PLANS

BACKER ROD AND SEALANT

THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON NEW CONCRETE SLAB.

STAINLESS STEEL ENTRANCE FLOOR MAT AND FRAME WN 1:25 MAX. SLOPE DO

01 FIRST FLOOR 0' - 0" NON-POROUS SHIM/BLOCKING

NON-POROUS SHIM/BLOCKING

BED OF SEALANT

08.002

BED OF SEALANT

EXPANSION JOINT

Author

1/2" RIGID INSULATION

NON-POROUS SHIM/BLOCKING

NON METALLIC NON SHRINK GROUT

ENTRY DOOR SILL - NORTH VESTIBULE 3" = 1'-0"

DOOR HEAD AND JAMB DETAILS

BED OF SEALANT FINISHED FLOOR - SEE FLOOR FINISH PLANS

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

3/4"

1:25 MAX. SLOPE DOWN

5/8"

1:25 MAX. SLOPE DOWN

SEALANT W/ BACKER ROD

CLEAR

NON METALLIC NON SHRINK GROUT

THRESHOLD W/ THERMAL BREAK NON METALLIC NON SHRINK GROUT THERMALIZED GRANITE TILE ON THINSET TILE MASTIC SETTING BED ON EXISTING CONCRETE SLAB. 3/8" / 1'-0"

1' - 6"

Checked by:

THRESHOLD W/ THERMAL BREAK

DOOR SWEEP

Westlake Reed Leskosky

SSG ALUMINUM CURTAIN WALL SYSTEM

SSG ALUMINUM CURTAIN WALL SYSTEM THRESHOLD W/ THERMAL BREAK

CLEAR

DOOR SWEEP

SEALANT W/ BACKER ROD

Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

1 4

ENTRY DOOR SILL SOUTH VESTIBULE 3" = 1'-0"

EXTERIOR DOOR - SILL 3" = 1'-0"

CD J10

ACCORDIAN DOOR JAMB 3" = 1'-0"

A-615

12/1/2015 4:43:55 PM

PRIMARY FINISH ROOM SCHEDULE Room No 00 BASEMENT 001 002 003 004 005 007 008 009 010 011 012 E-3 S-01

Room Name RECEIVING MECH EQUIPMENT ROOM PRINT ROOM MAIL ROOM BUILDING OPERATIONS/ MECHANICS MAIN ELECTRICAL CORRIDOR ELEV. EQUIP. STORAGE FIBER TELECOM TOILET SERVICE ELEVATOR STAIRS

Drawn by:

Author

Checked by:

Checker

OA-E1 OA-S1 OA-W1 S-1 S-2 S-3 S-4

North

West

Millwork Finish Vertical Horizontal Transaction

Ceiling Finish

Comments

CONC-1 CONC-1 CONC-1 CONC-1 CONC-1

RB-1 RB-1 RB-1 RB-1 RB-1

IPT-2A IPT-2A IPT-2 IPT-2 IPT-2

IPT-1 IPT-1 ACT-1 ACT-1 ACT-1

------

CONC-1 CONC-1 CONC-1 CONC-1 CONC-1 CONC-1 RF-1 RF-1

RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 ---

IPT-2A IPT-2A IPT-2A IPT-2 IPT-2A IPT-2A -IPT-2

IPT-1 IPT-1 IPT-1 ACT-1 IPT-1 IPT-1 -AF-1

---------

CONC-1 CONC-1 CONC-1 T-3 T-3 CONC-1 CONC-1 T-3 T-3 TERR-1 TERR-1 NIC TERR-1 T-3 CPT-1 CPT-1 CPT-1 CPT-2 CPT-2 VCT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 VCT-3 CPT-1 VCT-1 VCT-1 CONC-1 RF-1 T-2 TERR-1 WOM-1 CPT-1 VCT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 VCT-1 VCT-1 CPT-2 CPT-2 CPT-2 VCT-3 CPT-2 CPT-2 CPT-1 CPT-1 CPT-1 CPT-1 STONE PAVING STONE PAVING CPT-2 VCT-1 CPT-2 TERR-1 TERR-1 CPT-1

RB-1 RB-1 RB-1 T-3 T-3 RB-1 RB-1 T-3 T-3 TERR-1 TERR-1 NIC TERR-1 T-3 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RF-1 T-2 TERR-1 TERR-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 --RB-1 RB-1 RB-1 TERR-1 TERR-1 --

IPT-2A, WP-1 IPT-2A IPT-2A T-4 T-4 IPT-2A IPT-2A T-4 T-4 IPT-2 IPT-2 NIC IPT-2 T-4 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2A IPT-2A IPT-2A IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 --IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 --

IPT-2A, WP-1 IPT-2A IPT-2A T-4 T-4 IPT-2A IPT-2A T-4 T-4 IPT-2 IPT-2 NIC IPT-2 T-4 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2A T-4 IPT-2A IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 --IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 --

---PL-1 PL-1 --PL-1 PL-1 SSM-1 SSM-1 NIC SSM-1 PL-1 -------------PL-1 ----PL-1 -SSM-1 -------------PL-1 ---------------

---SSM-2 SSM-2 --SSM-2 SSM-2 SSM-1 SSM-1 NIC SSM-1 SSM-2 -------------SSM-1 ----SSM-1 -SSM-1 -------------SSM-1 ---------------

---------SSM-1 SSM-1 NIC SSM-1 ---------------------SSM-1 -----------------------------

ELEVATOR 2

CPT-1

OPEN WORKSTATION AREA OPEN WORKSTATION AREA OPEN WORKSTATION AREA NW STAIR 1 NE STAIR 2 SW STAIR 3 SE STAIR 4

CPT-2 CPT-2 CPT-2 RF-1 RF-1 RF-1 RF-1

RB-1 RB-1 RB-1 -----

IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2

ACT-2, IPT-1 ACT-2, IPT-1 ACT-2, IPT-1 AF-1 AF-1 AF-1 AF-1

--------

--------------------------------T-5 AT BACKSPLASH, SEE ELEVATIONS -----PAINT ALL EXPOSED CEILING AREAS, IPT-1 --PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 -------------------REFER TO SECTION 140120.71 - ELEVATOR REHABILITION FOR CAB FINISHES, INTERIOR OF ELEVATOR SHAFT TO BE PAINTED IPT-5 (BLACK) REFER TO SECTION 140120.71 - ELEVATOR REHABILITION FOR CAB FINISHES, INTERIOR OF ELEVATOR SHAFT TO BE PAINTED IPT-5 (BLACK) PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 -----

CPT-2 CPT-2 CONC-1 CONC-1 CONC-1 T-3 T-3 CONC-1 CONC-1 T-3 T-3 CPT-1 CPT-2 CPT-2 CPT-2 CPT-2 VCT-3 T-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 VCT-2 CPT-1 CPT-2 CPT-2 CPT-2 VCT-2 VCT-3 VCT-2 VCT-2 VCT-1 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 VCT-1 CPT-2 CPT-2 VCT-2 CPT-1 CPT-2 VCT-1 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2

RB-1 RB-1 RB-1 RB-1 RB-1 T-3 T-3 RB-1 RB-1 T-3 T-3 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 T-2 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1

IPT-2 IPT-2 IPT-2A, WP-1 IPT-2A IPT-2A T-4 T-4 IPT-2A IPT-2A T-4 T-4 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2A IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2

AF-1,IPT-1 IPT-1 IPT-1A IPT-1 IPT-1 IPT-1A IPT-1A IPT-1 IPT-1 IPT-1A IPT-1A AF-1, IPT-1 AF-1, IPT-1 AF-1, IPT-1 AF-1, IPT-1 AF-1, IPT-1 ACT-1 ACT-1 ACT-2, IPT-1 ACT-2 AF-1, IPT-1 ACT-2 AF-1, IPT-1 ACT-2, IPT-1 ACT-2 ACT-2 ACT-2 ACT-2 IPT-1 ACT-2 ACT-2 ACT-2 ACT-2 IPT-1 ACT-1 IPT-1 IPT-1 IPT-1 ACT-2, IPT-1 AF-1, IPT-1 ACT-2 ACT-2 ACT-2 ACT-1 ACT-2 ACT-2 IPT-1 ACT-2 ACT-2 ACT-1 ACT-2 ACT-2 AF-1, IPT-1 ACT-2 ACT-2, IPT-1 ACT-2, IPT-1 ACT-2, IPT-1 ACT-2, IPT-1

-----PL-1 PL-1 --PL-1 PL-1 --WP-1 WP-1 WP-1 PL-1 PL-1 ----------------PL-1 ----WP-1 -------------------

-----SSM-2 SSM-2 --SSM-2 SSM-2 --SSM-2 SSM-2 SSM-2 SSM-1 SSM-1 ----------------SSM-1 ----SSM-2 -------------------

-----------------------------------------------------------

-----------DRAPERY (D-1) AT PERIMETER. -----T-5 AT BACKSPLASH, SEE ELEVATIONS PAINT ALL EXPOSED CEILING AREAS, IPT-1 ----PAINT ALL EXPOSED CEILING AREAS, IPT-1 ---------EXISTING RAISED ACCESS FLOORING TO REMAIN. -EXISTING RAISED ACCESS FLOORING TO REMAIN. EXISTING RAISED ACCESS FLOORING TO REMAIN. -PAINT ALL EXPOSED CEILING AREAS, IPT-1 ---------------PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1

01 FIRST FLOOR 101 JAN. 102 ELEC. 103 MECH 104 MENS TOILET 105 WOMENS TOILET 106 MECH 108 ELEC. 109 MENS TOILET 110 WOMENS TOILET 111 ATRIUM 112 LOBBY 113 MURPHY USA STORE 114 CUSTOMER EXPERIENCE 114A LOBBY TOILET ROOM 116 VENDOR CONFERENCE 117 VENDOR CONFERENCE 118 VENDOR CONFERENCE 119 CORRIDOR 120 OFFICE 121 WIRING CLOSET 122 FILE/ WORK 123 OFFICE 124 OFFICE 125 OFFICE 128 OFFICE 129 OFFICE 130 OFFICE 131 COPY 132 CONFERENCE 133A STORAGE 133B STORAGE 133C ELEC. 134 KITCHEN 135 DINING ROOM 136 BREAKOUT 137 VESTIBULE 138 CONFERENCE 140 WIRING CLOSET 141 OFFICE 142 OFFICE 143 OFFICE 145A TRAINING A 145B TRAINING B 146A STORAGE A 146B STORAGE B 147 OFFICE 148 OFFICE 149 OFFICE 150 COPY 151 OFFICE 152 OFFICE 153 CONFERENCE 154 CONFERENCE 155 CONFERENCE 156 CONFERENCE 157 ENCLOSED PATIO 158 COVERED PATIO 159 CORRIDOR 160 STORAGE 161 NW CORRIDOR 162 NE CORRIDOR 163 SW CORRIDOR E-1 ELEVATOR 1

E-2

Floor Finish Base Finish

Wall Finish Eash South

02 SECOND FLOOR 2XX CORRIDOR 2YY CORRIDOR 200 JAN 202 ELEC. 203 MECH 204 MENS TOILET 205 WOMENS TOILET 206 MECH 208 ELEC. 209 MENS TOILET 210 WOMENS TOILET 211 CONFERENCE 212 TEAMING 213 TEAMING 214 TEAMING 215 TEAMING 216 COPY 217 KITCHEN 218 COATS 219 DIRECTOR'S OFFICE 220 TEAMING 221 DIRECTOR'S OFFICE 222 TEAMING 223 ADMINISTRATIVE ASSISTANT 224 MANAGER'S OFFICE 225 DIRECTOR'S OFFICE 226 VP OFFICE 227 GUEST OFFICE 228 WIRING CLOSET 229 CONFERENCE 230 SR. DIRECTOR'S OFFICE 231 GUEST OFFICE 232 DIRECTOR'S OFFICE 233 DATA CENTER 234 COPY 235 DATA CENTER UPS 236 DATA CENTER STORAGE 237 FIRE SUPPRESSION VALVE 238 PRIVACY 239 TEAMING 240 SR. DIRECTOR'S OFFICE 241 SR. MANAGER'S OFFICE 242 MANAGER'S OFFICE 243 FILE/ STORAGE 244 MANAGER'S OFFICE 245 SR. DIRECTOR'S OFFICE 246 WIRING CLOSET 247 CONFERENCE 248 DIRECTOR'S OFFICE 249 FILES/ STORAGE 250 DIRECTOR'S OFFICE 251 DIRECTOR'S OFFICE 252 TEAMING 253 SR. MANAGER'S OFFICE OA-E2 OPEN WORKSTATION AREA OA-N2 OPEN WORKSTATION AREA OA-S2 OPEN WORKSTATION AREA OA-W2 OPEN WORKSTATION AREA

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

FINISH ROOM SCHEDULE

IPT-1A IPT-1 IPT-1 IPT-1A IPT-1A IPT-1 IPT-1 IPT-1A IPT-1A AF-1, IPT-1 AF-1, IPT-1 NIC AF-1, IPT-1 IPT-1A ACT-2 ACT-2 ACT-2 IPT-1 ACT-2 IPT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-1 ACT-2 ACT-1 ACT-1 IPT-1 ACT-1 ACT-2, IPT-1A AF-1, IPT-1 IPT-1 ACT-2 IPT-1 ACT-2, IPT-1 ACT-2 ACT-2 ACT-2, IPT-1 ACT-2, IPT-1 ACT-1 ACT-1 ACT-2 ACT-2 ACT-2 ACT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 --IPT-1 ACT-1 IPT-1 IPT-1 AF-1, IPT-1 --

Room No

Room Name

Floor Finish Base Finish

Wall Finish Eash South

North

West

Ceiling Finish

Millwork Finish Vertical Horizontal Transaction

Comments

03 THIRD FLOOR 3XX CORRIDOR 3YY CORRIDOR 300 JAN 302 ELEC. 303 MECH 304 MENS TOILET 305 WOMENS TOILET 306 MECH 308 ELEC. 309 MENS TOILET 310 WOMENS TOILET 311 CONFERENCE 312 TEAMING 313 TEAMING 314 TEAMING 315 COFFEE 316 COATS 317 ENGINEERING CONFERENCE 318 HUDDLE 319 SR. MANAGER'S OFFICE 320 MANAGER'S OFFICE 321 MANAGER'S OFFICE 322 SR. DIRECTOR' S OFFICE 323 TEAMING 324 DIRECTOR'S OFFICE 325 CONFERENCE 326 GUEST OFFICE 327 WIRING CLOSET 328 VP OFFICE 329 CONFERENCE 330 DIRECTOR'S OFFICE 331 DIRECTOR'S OFFICE 332 DIRECTOR'S OFFICE 333 MANAGER'S OFFICE 334 MANAGER'S OFFICE 335 DIRECTOR'S OFFICE 336 HUDDLE 337 SR. DIRECTOR'S OFFICE 338 DIRECTOR'S OFFICE 339 SR. MANAGER'S OFFICE 340 FILES/ STORAGE 341 SR. MANAGER'S OFFICE 342 SR. DIRECTOR'S OFFICE 343 SR. DIRECTOR'S OFFICE 344 WIRING CLOSET 345 SR. DIRECTOR'S OFFICE 346 SR. VP OFFICE 347 ADMINISTRATIVE ASSISTANT 348 MANAGER'S OFFICE 349 COPY 350 SR. DIRECTOR'S OFFICE 351 VP OFFICE 352 MERCHANDISE DISPLAY AREA 353 MANAGER OFFICE 355 COPY 356 COFFEE/ KITCHEN OA-E3 OPEN WORKSTATION AREA OA-N3 OPEN WORKSTATION AREA OA-S3 OPEN WORKSTATION AREA OA-W3 OPEN WORKSTATION AREA

CPT-2 CPT-2 CONC-1 CONC-1 CONC-1 T-3 T-3 CONC-1 CONC-1 T-3 T-3 CPT-2 CPT-2 CPT-2 CPT-2 T-2 CPT-2 CPT-1 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-1 CPT-2 VCT-2 CPT-2 CPT-1 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 VCT-1 CPT-2 CPT-2 CPT-2 VCT-2 CPT-2 CPT-2 CPT-2 CPT-2 VCT-3 CPT-2 CPT-2 CPT-2 CPT-2 VCT-3 T-2 CPT-2 CPT-2 CPT-2 CPT-2

RB-1 RB-1 RB-1 RB-1 RB-1 T-3 T-3 RB-1 RB-1 T-3 T-3 RB-1 RB-1 RB-1 RB-1 T-2 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 T-2 RB-1 RB-1 RB-1 RB-1

IPT-2 IPT-2 IPT-2A, WP-1 IPT-2A IPT-2A T-4 T-4 IPT-2A IPT-2A T-4 T-4 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2A IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2A IPT-2 IPT-2 IPT-2 IPT-2

IPT-1 IPT-1 IPT-1A IPT-1 IPT-1 IPT-1A IPT-1A IPT-1 IPT-1 IPT-1A IPT-1A AF-1, IPT-1 AF-1, IPT-1 AF-1, IPT-1 AF-1, IPT-1 ACT-1 ACT-2, IPT-1 ACT-2 AF-1, IPT-1 ACT-2 ACT-2 ACT-2 ACT-2 AF-1, IPT-1 ACT-2 ACT-2 ACT-2 IPT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 AF-1, IPT-1 ACT-2 ACT-2 ACT-2 ACT-1 ACT-2 ACT-2 ACT-2 IPT-1 ACT-2 ACT-2 ACT-2, IPT-1 ACT-2 ACT-1 ACT-2 ACT-2, IPT-1 ACT-2, IPT-1 ACT-2 ACT-1 ACT-1 ACT-2, IPT-1 ACT-2, IPT-1 ACT-2, IPT-1 ACT-2, IPT-1

-----PL-1 PL-1 --PL-1 PL-1 WP-1 WP-1 WP-1 WP-1 PL-1 --WP-1 ----WP-1 -------------------------PL-1 ----PL-1 PL-1 -----

-----SSM-2 SSM-2 --SSM-2 SSM-2 SSM-2 SSM-2 SSM-2 SSM-2 SSM-1 --SSM-2 ----SSM-2 -------------------------SSM-1 ----SSM-1 SSM-1 -----

-------------------------------------------------------------

---------------T-5 AT BACKSPLASH, SEE ELEVATIONS PAINT ALL EXPOSED CEILING AREAS, IPT-1 ------------------------------PAINT ALL EXPOSED CEILING AREAS, IPT-1 ---PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 --T-5 AT BACKSPLASH, SEE ELEVATIONS PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1

04 FOURTH FLOOR 400 JAN 402 ELEC. 403 MECH 404 MENS TOILET 405 WOMENS TOILET 406 MECH 407 COMM. 408 ELEC. 409 MENS TOILET 410 WOMENS TOILET 411 CONFERENCE 413 CONFERENCE 414 OFFICE 415 OFFICE 416 OFFICE 417 COPY 418 WIRING CLOSET 419 INSURANCE 420 HSSE 421 CONFERENCE 422 OUTSIDE AUDITORS 423 CHECK ROOM 424 OFFICE 425 OFFICE 426 TREASURY 426A CORRIDOR 427 AUDIT 428 OFFICE 429 FILE/ WORK 430 EXPANSION 431 COFFEE/ KITCHEN 433 OFFICE 434 VP OFFICE 435 CONTROLLER 436 OFFICE 437 FILES/ WORK 438 OFFICE 439 OFFICE 440 OFFICE 441 COPY 442 CONFERENCE 443 VP OFFICE 444 CONFERENCE 445 OFFICE 446 OFFICE 447 OFFICE 448 WIRING CLOSET 449 OFFICE OF THE CEO 450 KITCHEN 451 A/V ROOM 452 TOILET 453 EXECUTIVE BOARDROOM

CONC-1 CONC-1 CONC-1 T-3 T-3 CONC-1 CONC-1 CONC-1 T-3 T-3 CPT-1 CPT-1 CPT-2 CPT-1 CPT-2 VCT-3 VCT-2 CPT-2 CPT-2 CPT-1 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 T-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 VCT-3 CPT-1 CPT-3 CPT-1 CPT-3 CPT-3 CPT-3 VCT-2 CPT-3 T-2 VCT-2 T-3 CPT-3

RB-1 RB-1 RB-1 T-3 T-3 RB-1 RB-1 RB-1 T-3 T-3 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 T-2 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 WB-1 RB-1 WB-1 WB-1 WB-1 RB-1 WB-1 T-2 RB-1 T-3 WB-1

IPT-2A, WP-1 IPT-2A IPT-2A T-4 T-4 IPT-2A IPT-2A IPT-2A T-4 T-4 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2A IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 T-4 WC-1

IPT-1A IPT-1 IPT-1 IPT-1A IPT-1A IPT-1 IPT-1 IPT-1 IPT-1A ACT-3 AF-1, IPT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-1 IPT-1 ACT-2, IPT-1 ACT-2, IPT-1 ACT-2 ACT-2, IPT-1 ACT-2 ACT-2 ACT-2 ACT-2, IPT-1 IPT-1 ACT-2, IPT-1 ACT-2 ACT-2 ACT-2, IPT-1 ACT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 IPT-1 ACT-2, IPT-1 IPT-1 IPT-1 IPT-1A ACT-3

---PL-1 PL-1 ---PL-1 WP-1 -----PL-1 --------------PL-1 --------PL-1 ----------PL-1 --

---SSM-2 SSM-2 ---SSM-2 SSM-2 -----SSM-1 --------------SSM-1 --------SSM-1 ----------SSM-2 --

-----------------------------------------------------

FLOOR FINISH PATTERNS: HATCH PATTERN INDICATES EXTENTS AND DIRECTION OF FLOOR FINISH MATERIAL. SEE ARCHITECTUAL PLANS FOR INSTALL AND TRANSITION DETAILS.

BY OWNER

CPT-1: CARPET TERR-1: TERRAZZO

CPT-1: CARPET

CPT-2: CARPET

CPT-3: CARPET

WOM-1: WALK OFF MAT

VCT-1: VINYL COMPOSITION TILE

VCT-2: VINYL COMPOSITION TILE (SDT)

VCT-3: VINYL COMPOSITION TILE

T-2: FLOOR TILE

T-3: FLOOR TILE

CONC-1: SEALED CONCRETE

R-1: RUBBER FLOORING, TREAD, RISER, NOSING

454 455 456

TOILET COPY MEETING

T-3 VCT-1 CPT-3

T-3 RB-1 WB-1

T-4 IPT-2 WC-1

IPT-1A ACT-1 ACT-3

PL-1 ---

SSM-2 ---

----

457 458

WET BAR CONFERENCE

T-2 CPT-3

T-2 WB-1

IPT-2A WC-1

ACT-3 ACT-3

---

SSM-2 --

459 460 461 462 463 464 465 466 467 468 469 470 471 472 480 481 482 483 484 S-6

OFFICE OFFICE OFFICE EXECUTIVE CONFERENCE STORAGE EXECUTIVE VISITING OFFICE CONFERENCE LEGAL OFFICE OFFICE TEAMING OFFICE CENTRAL CORRIDOR NW CORRIDOR NE CORRIDOR SW CORRIDOR SE CORRIDOR PENTHOUSE STAIR

CPT-3 CPT-3 CPT-3 CPT-3 CPT-1 VCT-1 CPT-3 CPT-3 CPT-1 CPT-3 CPT-3 CPT-3 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 NIC

WB-1 WB-1 WB-1 WB-1 RB-1 RB-1 WB-1 WB-1 RB-1 WB-1 WB-1 WB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 NIC

IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 NIC

ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2, IPT-1 ACT-2 IPT-1 IPT-1 IPT-1 IPT-1 IPT-1 NIC

---------WP-1 ---------NIC

---------SSM-2 ---------NIC

---------REUSE EXISTING CEILING GRID, REPAIR AND PAINT DRAPERY (D-1) AT PERIMETER. ------PAINT ALL EXPOSED CEILING AREAS, IPT-1 PAINT ALL EXPOSED CEILING AREAS, IPT-1 -PAINT ALL EXPOSED CEILING AREAS, IPT-1 ---PAINT ALL EXPOSED CEILING AREAS, IPT-1 -PAINT ALL EXPOSED CEILING AREAS, IPT-1 --PAINT ALL EXPOSED CEILING AREAS, IPT-1 T-5 AT BACKSPLASH, SEE ELEVATIONS --------------------REUSE EXISTING CEILING GRID, REPAIR AND PAINT. REPLACE DRAPERY IF PRESENT (D-2). --REUSE EXISTING CEILING GRID, REPAIR AND PAINT. REPLACE DRAPERY IF PRESENT (D-2). -REUSE EXISTING CEILING GRID, REPAIR AND PAINT. REPLACE DRAPERY IF PRESENT (D-2). ------------PAINT ALL EXPOSED CEILING AREAS, IPT-1 --------

CONC-1 CONC-1 CONC-1 CONC-1 CONC-1 RF-1

RB-1 RB-1 RB-1 RB-1 RB-1 --

IPT-2 IPT-2 IPT-2 IPT-2 IPT-2 --

IPT-1 IPT-1 IPT-1 IPT-1 IPT-1 --

-------

05 PENTHOUSE FLOOR P-01 STORAGE -1 P-02 MECH P-03 ELEVATOR PENTHOUSE P-04 MECH P-05 STORAGE-2 P-10 ATRIUM

FINISH LEGEND

RF-1: RESINOUS FLOORING

Murphy USA

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FINISH SCHEDULE

I-001

12/1/2015 4:44:01 PM

PRIMARY Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

FURNITURE BLOCK KEY BLOCK

DESCRIPTION

RECEPTION, WAITING AREAS

BLOCK

DESCRIPTION

CONFERENCE, TRAINING, TEAMING, WORK AREAS

BLOCK

DESCRIPTION

OPEN OFFICE AREAS

CREDENZA 18" D X 60" W X 36" H

WORK SURFACE 12" D X 36" W

LOUNGE CHAIR 30" W X 32" D, SEAT H: 16"

CREDENZA, LARGE 18" D X 96" W X 36" H

WORK SURFACE 21" D X 36" W

END TABLE, ROUND 24" DIA X 20" H

END TABLE, SQUARE 18" D X 24" W X 20" H

CONFERENCE TABLE, 8 SEAT 48" D X 102" W X 30" H CONFERENCE TASK CHAIR 28" W X 28" D, SEAT H: 14-18"

EXEC COCKTAIL TABLE 18" D X 60" W

LOUNGE CHAIR, LEATHER 30" W X 32" D, SEAT H: 16"

WORK SURFACE 24" D X 30" W

EXEC END TABLE, ROUND 24" DIA X 20" H

WORK SURFACE 24" D X 36" W

EXEC END TABLE, SQUARE 18" D X 24" W X 20" H

WORK SURFACE 25" D X 36" W DINING, KITCHEN, COFFEE AREAS

DESCRIPTION

EXECUTIVE SUITE, PRIVATE OFFICES, AND CONFERENCE ROOMS

COCKTAIL TABLE 18" D X 60" W

CONFERENCE TABLE, 6 SEAT 48" D X 72" L X 30" H CONFERENCE TASK CHAIR 28" W X 28" D, SEAT H: 14-18"

BLOCK

WORK SURFACE 30" D X 30" W

BAR STOOL, COUNTER HEIGHT 28" W X 28" D, SEAT H: 20"

TYPE 'A' WORK STATION, U CONFIGURATION 104" D X 104" W, HEIGHT VARIES EXECUTIVE TASK CHAIR, LEATHER 24" D X 24" W, SEAT H: 14-18" SIDE CHAIRS W/ ARMS 22" D X 22" W, SEAT H: 16"

WORK SURFACE 12" D X 36" W BAR STOOL, BAR HEIGHT 28" W X 28" D, SEAT H: 30" DINING TABLE, 2 SEAT 30" D X 32" W X 30" H DINING CHAIR ,W/O ARMS 20" W X 20" D, SEAT H: 16"

DINING TABLE, 4 SEAT 42" DIA X 30" H DINING CHAIR ,W/O ARMS 20" W X 20" D, SEAT H: 16"

CONFERENCE TABLE, 10 SEAT 48" D X 126" W X 30" H CONFERENCE TASK CHAIR 28" W X 28" D, SEAT H: 14-18"

WORK SURFACE 36" D X 36" W

WORK SURFACE 96" D X 96" W X 30" H TASK CHAIR 22" D X 22" W, SEAT H: 14-18" CONFERENCE TABLE, 14 SEAT 48" D X 180" W X 30" H CONFERENCE TASK CHAIR 28" W X 28" D, SEAT H: 14-18"

WORK STATION 96" D X 96" W X 30" H TASK CHAIR 22" D X 22" W, SEAT H: 14-18"

DINING TABLE, BAR HEIGHT, 4 SEAT 42" DIA X 30" H DINING CHAIR ,W/O ARMS 20" W X 20" D, SEAT H: 16" CONFERENCE TABLE, 4 SEAT 48" DIA X 30" H CONFERENCE TASK CHAIR 28" W X 28" D, SEAT H: 14-18"

TYPE 'A' WORK STATION, U CONFIGURATION 104" D X 104" W, HEIGHT VARIES EXECUTIVE TASK CHAIR 24" D X 24" W, SEAT H: 14-18" SIDE CHAIRS W/O ARMS 22" D X 22" W, SEAT H: 16"

TRAINING TABLE, 2 SEAT 24" D X 54" W X 30" H SIDE CHAIR 20" W X 20" D, SEAT H: 16"

TYPE 'B' WORK STATION, U CONFIGURATION 104" D X 104" W, HEIGHT VARIES EXECUTIVE TASK CHAIR 24" D X 24" W, SEAT H: 14-18" SIDE CHAIRS W/O ARMS 22" D X 22" W, SEAT H: 16"

WORK SURFACE 30" D X 36" W

WORK SURFACE 18" D X 36" W

EXEC CREDENZA, LARGE 18" D X 96" W X 36" H

CONFERENCE TABLE, 6 SEAT 72" DIA X 30" H CONFERENCE TASK CHAIR 28" W X 28" D, SEAT H: 14-18"

LATERAL FILE, 5 HIGH 18" D X 36" W X 72" H

PODIUM 22" D X 36" W X 54" H

LOUNGE CHAIR W/ TABLET ARM 30" D X 32" W, SEAT H: 16"

TYPE 'A' WORK STATION, EXEC CONFIGURATION 104" D X 104" W, HEIGHT VARIES EXECUTIVE TASK CHAIR, LEATHER 24" D X 24" W, SEAT H: 14-18" SIDE CHAIRS W/ ARMS 22" D X 22" W, SEAT H: 16"

EXEC CREDENZA 18" D X 60" W X 36" H

PRIVATE OFFICE AREAS

FILING

LATERAL FILE, 3 HIGH 18" D X 36" W X 36" H

TYPE 'A' WORK STATION, EXEC CONFIGURATION 114" D X 114" W, HEIGHT VARIES EXECUTIVE TASK CHAIR, LEATHER 24" D X 24" W, SEAT H: 14-18" SIDE CHAIRS W/ ARMS 22" D X 22" W, SEAT H: 16"

EXEC CONFERENCE TABLE, 6 SEAT 48" D X 72" L X 30" H CONFERENCE TASK CHAIR, LEATHER 28" W X 28" D, SEAT H: 14-18"

EXEC CONFERENCE TABLE, 10 SEAT 48" D X 126" W X 30" H CONFERENCE TASK CHAIR, LEATHER 28" W X 28" D, SEAT H: 14-18"

TYPE 'B' WORK STATION, SMALL CONFIGURATION 78" D X 72" W, HEIGHT VARIES EXECUTIVE TASK CHAIR 24" D X 24" W, SEAT H: 14-18" SIDE CHAIRS W/O ARMS 22" D X 22" W, SEAT H: 16"

CONFERENCE TABLE, 4 SEAT 48" DIA X 30" H SIDE CHAIRS W/O ARMS 22" D X 22" W, SEAT H: 16"

Checked by:

Checker

Murphy USA

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

Drawn by:

Author

FURNITURE SCHEDULE

I-002

PRIMARY 12/1/2015 4:44:13 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

FINISH LEGEND FLOOR FINISH PATTERNS: HATCH PATTERN INDICATES EXTENTS AND DIRECTION OF FLOOR FINISH MATERIAL. SEE ARCHITECTUAL PLANS FOR INSTALL AND TRANSITION DETAILS.

BY OWNER

CPT-1: CARPET TERR-1: TERRAZZO

CPT-1: CARPET

CPT-2: CARPET

SERVICE COURT CPT-3: CARPET

WOM-1: WALK OFF MAT

VCT-1: VINYL COMPOSITION TILE

VCT-2: VINYL COMPOSITION TILE (SDT)

VCT-3: VINYL COMPOSITION TILE

0.0

T-2: FLOOR TILE

T-3: FLOOR TILE

CONC-1: SEALED CONCRETE

SERVICE DOCK

0.8

R-1: RUBBER FLOORING, TREAD, RISER, NOSING

1 RF-1: RESINOUS FLOORING

FIRE PUMP

2 CHILLERS 3

3.9

RECEIVING 5

001 CONC-1

TOILET MECH EQUIPMENT ROOM

012 CONC-1

002

CONC-1

FIBER TELECOM

011 CONC-1

10 HOT WATER SYSTEMS CONC-1

ELEV. EQUIP. 12

009 CONC-1

CORRIDOR 008

CONC-1

MAIN ELECTRICAL CONC-1

007

Checker

004

003

CONC-1

Murphy USA

005

Checked by:

PRINT ROOM

BUILDING OPERATIONS/ MECHANICS CONC-1

MAIL ROOM

Commision #15054.00 200 Peach Street El Dorado, AR 71730

CONC-1

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

Drawn by:

Author

BASEMENT FINISH PLAN

00 BASEMENT FINISH PLAN 1/8" = 1'-0"

I-100

12/1/2015 4:44:32 PM

PRIMARY A

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

WW 0.0

COVERED PATIO

ENCLOSED PATIO

158

157

STONE PAVING

T-2

FINISH LEGEND 0.8 1

EXTERIOR VESTIBULE 158

BY OWNER

STONE PAVING

TRAINING A

TRAINING B

145A

145B

DINING ROOM

CPT-2

135

CPT-1: CARPET TERR-1: TERRAZZO

4 REF CPT-1: CARPET

T-2

KITCHEN UP

134

A-512

RF-1

NW STAIR 1

VESTIBULE

RF-1

STORAGE A

S-1

STORAGE B

VCT-1

146A

146B

HATCH PATTERN INDICATES EXTENTS AND DIRECTION OF FLOOR FINISH MATERIAL. SEE ARCHITECTUAL PLANS FOR INSTALL AND TRANSITION DETAILS.

137B

COVERED PATIO

FLOOR FINISH PATTERNS:

137

5 CPT-2: CARPET

NE STAIR 2

A-512

S-2

WOM-1

RF-1

VCT-1

CPT-3: CARPET

7 2

NW CORRIDOR

A-512

A-512 CPT-2

161

141

143

A-512

CPT-2

OFFICE

E-3

106

OFFICE

108

WIRING CLOSET

OFFICE

140

142

CONC-1

A-512

CONC-1

A-512

CONFERENCE

COPY

OFFICE

132

131

130

129

128

CPT-1

VCT-3

CPT-2

CPT-1 6

CPT-2

VCT-2

CONC-1

133B

133C

WOMENS TOILET

A-512

105 T-3

WOM-1: WALK OFF MAT

VCT-1: VINYL COMPOSITION TILE

VCT-2: VINYL COMPOSITION TILE (SDT)

TERR-1

138

A-512

133A

136

CONFERENCE 3

ELEC. STORAGE

BREAKOUT

CONC-1

ELEC.

CONC-1

A-512

TERR-1

STORAGE

SERVICE ELEVATOR

MECH

162

A-512

NE CORRIDOR

MENS TOILET

A-512

104

A-512

VCT-3: VINYL COMPOSITION TILE

12 T-2: FLOOR TILE

T-3

13 5 A-512

T-3: FLOOR TILE

A-512

14 CONC-1: SEALED CONCRETE

OPEN WORKSTATION AREA

OPEN WORKSTATION AREA OA-W1

R-1: RUBBER FLOORING, TREAD, RISER, NOSING

OA-E1

TERR-1

CPT-2

RF-1: RESINOUS FLOORING

CPT-2

ATRIUM 111

TERR-1

21 8 A-512

OFFICE 148

OFFICE

COPY

OFFICE

150

151

152

VCT-3

CPT-2

A-512

OFFICE 11

125

124

123

122

121

OFFICE

CPT-2

VCT-2

A-512

120

A-512

STORAGE

ELEVATOR 1

ELEVATOR 2

160

E-1

E-2

149

CPT-1

ELEC. 102

VCT-1

SW CORRIDOR

MURPHY USA STORE

163

113

110

MECH

CONC-1

103 CONC-1 7

OPEN WORKSTATION AREA

A-512

OA-S1

LOBBY 7 TERR-1

A-512

JAN. 101

CONC-1

SW STAIR 3 5

114

A-512

TERR-1

Murphy USA 30

CORRIDOR

A-512

159

TERR-1

A-512

TERR-1

31 RF-1

114A

SE STAIR 4

TERR-1

A-512

Checked by:

Checker

LOBBY TOILET ROOM

CUSTOMER EXPERIENCE

S-4

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

CONFERENCE

156

155

154

153

CPT-1

ENTRANCE FLOOR GRILL 4

Author

A-503

Drawn by:

CORRIDOR 119

RF-1

112

CPT-2

S-3

A-512

CPT-2

WOMENS TOILET

CPT-2

A-512 T-3

T-3

OFFICE

CPT-2

109

OFFICE

CPT-2

MENS TOILET

OFFICE

CPT-2

147

WIRING CLOSET

FILE/ WORK

STONE PAVING

VENDOR CONFERENCE

116

117

118

CPT-1

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FIRST FLOOR FINISH PLAN

I-101

12/1/2015 4:45:01 PM

PRIMARY A

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

0.0

FINISH LEGEND FLOOR FINISH PATTERNS:

0.8

HATCH PATTERN INDICATES EXTENTS AND DIRECTION OF FLOOR FINISH MATERIAL. SEE ARCHITECTUAL PLANS FOR INSTALL AND TRANSITION DETAILS.

DIRECTOR'S OFFICE

SR. DIRECTOR'S OFFICE

OPEN WORKSTATION AREA

232

BY OWNER

240

OA-N2

CPT-2

CPT-1: CARPET TERR-1: TERRAZZO

CPT-2

3.9

GUEST OFFICE

231

SR. MANAGER'S OFFICE

A-512

241

CPT-2

COPY UP

NW STAIR 1

SR. DIRECTOR'S OFFICE

RF-1

S-1

CPT-1: CARPET

234 VCT-3

230 DN

DATA CENTER UPS

DATA CENTER STORAGE

235

236

VCT-2

FIRE SUPPRESSION VALVE

PRIVACY

237

CPT-2

238

MANAGER'S OFFICE

TEAMING 239

NE STAIR 2

242

E-3

243

WOMENS TOILET

205

A-512

VCT-1

244

208

A-512

VCT-1: VINYL COMPOSITION TILE

VCT-2: VINYL COMPOSITION TILE (SDT)

10 VCT-3: VINYL COMPOSITION TILE

CPT-2

11 T-2: FLOOR TILE

8 A-512

CONC-1

T-3

MANAGER'S OFFICE

CONC-1

WOM-1: WALK OFF MAT

FILE/ STORAGE

VCT-2

ELEC.

A-512

206

CPT-3: CARPET

8 UP

233

MECH

S-2

DATA CENTER

SERVICE ELEVATOR

CPT-2: CARPET

DN CPT-2

8 A-512

RF-1

CPT-2

VCT-1

CPT-2

CORRIDOR

2YY

MENS TOILET

A-512

204

T-3

T-3: FLOOR TILE

A-512 6 A-512

WIRING CLOSET

CONC-1: SEALED CONCRETE

228

CONFERENCE

VCT-2

229

TEAMING

212

213

CPT-2

CPT-1

GUEST OFFICE

R-1: RUBBER FLOORING, TREAD, RISER, NOSING

OPEN WORKSTATION AREA

227 CPT-2

RF-1: RESINOUS FLOORING

OA-E2

TERR-1

CPT-2

OPEN WORKSTATION AREA

TEAMING 19

214

OA-W2

CPT-2

CONFERENCE 6

DIRECTOR'S OFFICE

A-512

SR. MANAGER'S OFFICE

211

253

CPT-1

SR. DIRECTOR'S OFFICE

225

245

TEAMING

CPT-2

VP OFFICE

ATRIUM

215

CONFERENCE

MANAGER'S OFFICE

226

CPT-2

224

WIRING CLOSET

247

246

CPT-1

CPT-2

VCT-2 CPT-2

MENS TOILET

209

A-512

CORRIDOR

ELEVATOR 1

ELEVATOR 2

E-1

E-2

2XX

T-3

ADMINISTRATIVE ASSISTANT

T-2

223

T-3

WOMENS TOILET 210

TEAMING

A-512

222 CPT-2

COPY KITCHEN

T-2

217

CORRIDOR

ELEC.

2XX

A-512

202

MECH

CONC-1

VCT-3

203 CONC-1

248

CPT-2

A-512

216

REF

CPT-2

A-512

DIRECTOR'S OFFICE

A-512

FILES/ STORAGE 249 CPT-2

3 A-512

JAN CONC-1

200

COATS 218

Checked by:

Checker

A-512

DIRECTOR'S OFFICE

SW STAIRDN 3 S-3

RF-1

221

OPEN WORKSTATION AREA OA-S2

DIRECTOR'S OFFICE RF-1 CPT-2

CPT-2

TEAMING

DIRECTOR'S OFFICE

220

251

CPT-2

SE STAIR 4 UP

S-4

Author Drawn by:

CPT-2

TEAMING 252

Westlake Reed Leskosky

219

Commision #15054.00 200 Peach Street El Dorado, AR 71730

250

CPT-2

DIRECTOR'S OFFICE

Murphy USA

CPT-2

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

SECOND FLOOR FINISH PLAN

I-102

12/1/2015 4:45:20 PM

PRIMARY A

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

FINISH LEGEND EXTERIOR VESTIBULE

0.8

137B

DIRECTOR'S OFFICE

MANAGER'S OFFICE

332

333

CPT-2

SR. DIRECTOR'S OFFICE

FLOOR FINISH PATTERNS: HATCH PATTERN INDICATES EXTENTS AND DIRECTION OF FLOOR FINISH MATERIAL. SEE ARCHITECTUAL PLANS FOR INSTALL AND TRANSITION DETAILS.

337

BY OWNER CPT-2

MANAGER'S OFFICE

DIRECTOR'S OFFICE

3.9

OPEN WORKSTATION AREA

331 CPT-2

DIRECTOR'S OFFICE

334

OPEN WORKSTATION AREA

CPT-2

OA-N3

DIRECTOR'S OFFICE

STAIRS UP NW STAIR 1 S-01 S-1

338

CPT-1: CARPET

CPT-2

OA-N3

DIRECTOR'S OFFICE

CPT-2

330

RF-1

CPT-1: CARPET TERR-1: TERRAZZO

SR. MANAGER'S OFFICE

CPT-2

NE STAIR 2

339

335

RF-1

306

E-3

MERCHANDISE DISPLAY AREA

CONFERENCE 6

CPT-1

COPY

A-512

355

VCT-3

SR. MANAGER'S OFFICE

REF

COFFEE/ KITCHEN

352

329

CONC-1

CPT-2

SERVICE ELEVATOR

MECH

S-2

DN CPT-2

WOMENS TOILET

11 A-512

WOM-1: WALK OFF MAT

VCT-1: VINYL COMPOSITION TILE

341 T-2

CPT-2

VCT-2: VINYL COMPOSITION TILE (SDT)

11 VCT-3: VINYL COMPOSITION TILE

CPT-2 11

A-512

CORRIDOR

A-512

3XX

MENS TOILET

A-512

304

3XX

A-512

CONC-1

CPT-3: CARPET

356

308

T-3

305

A-512

ELEC.

CPT-2: CARPET

12 T-2: FLOOR TILE

T-3

A-512

13 T-3: FLOOR TILE

VP OFFICE

WIRING CLOSET

328

327

TEAMING

VCT-2

CPT-2

312

HUDDLE 336

GUEST OFFICE

OPEN WORKSTATION AREA

CONC-1: SEALED CONCRETE

OA-E3

CPT-2

R-1: RUBBER FLOORING, TREAD, RISER, NOSING

CPT-2

326

16 TERR-1

CPT-2

RF-1: RESINOUS FLOORING

FILES/ STORAGE

OPEN WORKSTATION AREA

340

TEAMING

OPEN TO BELOW

MANAGER OFFICE

CPT-2

OA-W3

CONFERENCE CPT-2

311

CPT-2

ATRIUM

CPT-1

SR. DIRECTOR'S OFFICE

CPT-2

342

SR. DIRECTOR'S OFFICE

CPT-2

SR. DIRECTOR'S OFFICE

A-512 6

TEAMING

SR. VP OFFICE

DIRECTOR'S OFFICE

WIRING CLOSET

309

A-512

CPT-2

344 VCT-2

CPT-2

MENS TOILET

ELEVATOR 1

ELEVATOR 2

E-1

E-2

CORRIDOR

ELEC.

A-512

302

CORRIDOR

3YY

T-3

3YY

CORRIDOR 11

TEAMING

MECH

CONC-1

ADMINISTRATIVE ASSISTANT

T-2

347

CPT-2

CONC-1

A-512

SR. DIRECTOR' S OFFICE

310

A-512

322

COFFEE 315

T-2

MANAGER'S OFFICE

348

A-512

REF

WOMENS TOILET

CPT-2

JAN 300

CONC-1

Checked by:

Checker

316

MANAGER'S OFFICE

DN RF-1

MANAGER'S OFFICE 320 CPT-2

ENGINEERING CONFERENCE

COPY

349

A-512

OPEN WORKSTATION AREA

CPT-1

SR. DIRECTOR'S OFFICE

SE STAIR 4 S-4

350

OA-S3

Author

Westlake Reed Leskosky

CPT-2

VP OFFICE

A-512

SR. MANAGER'S OFFICE

HUDDLE

319

318

CPT-2 CPT-2

Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

CPT-2

351

CPT-2

OA-S3 CPT-2

RF-1

317

OPEN WORKSTATION AREA

Murphy USA

CPT-2

VCT-3

321 CPT-2

CPT-2

COATS

T-3

S-3

303

3YY

A-512

323

SW STAIR 3

346

CPT-2

324

CPT-2

314

CPT-1

CPT-2

343

A-512

325

345

CONFERENCE

353

313

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

THIRD FLOOR FINISH PLAN

I-103

12/1/2015 4:45:43 PM

PRIMARY

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

FINISH LEGEND FLOOR FINISH PATTERNS:

0.8 1

OFFICE

425

TREASURY

CPT-2

VP OFFICE

OFFICE

434

436

426

CPT-2

OFFICE

AUDIT

430

424

427

CPT-2

CPT-1: CARPET TERR-1: TERRAZZO

CPT-1: CARPET

CPT-2: CARPET

CONTROLLER 435 CPT-2

OFFICE 433

FILES/ WORK

CPT-2

NW STAIR 1

437

CHECK ROOM RF-1

S-1

423

NE STAIR 2

RF-1

6 CPT-3: CARPET

S-2

CPT-2

OFFICE

CPT-2

428

CORRIDOR

NW CORRIDOR

WOM-1: WALK OFF MAT

CPT-2

426A

481

BY OWNER

CPT-2

EXPANSION

CPT-2

3.9

HATCH PATTERN INDICATES EXTENTS AND DIRECTION OF FLOOR FINISH MATERIAL. SEE ARCHITECTUAL PLANS FOR INSTALL AND TRANSITION DETAILS.

NE CORRIDOR

A-512

482

8 VCT-1: VINYL COMPOSITION TILE

REF

MECH 406

SERVICE ELEVATOR

CONC-1

E-3

T-2

FILE/ WORK 429

OUTSIDE AUDITORS

TEAMING

422

471

CPT-2

CONFERENCE

COPY

OFFICE

442

441

440

439

438

CPT-2

COFFEE/ KITCHEN

CPT-2

CPT-1

VCT-3

CPT-2

WOMENS TOILET

A-512

405

T-3

VCT-2: VINYL COMPOSITION TILE (SDT)

10 VCT-3: VINYL COMPOSITION TILE

431

COMM.

ELEC.

407

408

A-512

CPT-2 11 8

CONC-1

T-2: FLOOR TILE

CENTRAL CORRIDOR

A-512

CONC-1

MENS TOILET

11 A-512

480

T-3

CONFERENCE

WIRING CLOSET

OFFICE

418

472

421

13 444 6

CPT-1

A-512

443

OFFICE

A-512

CONC-1: SEALED CONCRETE

R-1: RUBBER FLOORING, TREAD, RISER, NOSING

RF-1: RESINOUS FLOORING

VP OFFICE

A-512 6

T-3: FLOOR TILE

CONFERENCE

VCT-2

404

A-512

CPT-1

CPT-3

415

OFFICE 445

CPT-1 TERR-1

HSSE

CPT-3

420

OFFICE

CPT-2

416

CENTRAL CORRIDOR

CPT-2

480

OFFICE 18

446

CPT-2

CPT-3

CENTRAL CORRIDOR

OPEN TO BELOW

OFFICE OF THE CEO

480

A-512

COPY

449 CPT-2

417

OFFICE

ATRIUM CONFERENCE

VCT-3

CPT-3

447 CPT-3

411

6 A-512

CPT-1

OFFICE INSURANCE

448

CPT-2

419

WIRING CLOSET

414

A-512

VCT-2

CPT-2

A-512

CONFERENCE

A-512

413 CPT-1

MENS TOILET

409 T-3

CPT-2

LEGAL

OFFICE

468

470

469

CPT-3

T-3

WOMENS TOILET

410

A-512

E-1

E-2

11 A-512

A-512

STORAGE EXECUTIVE VISITING

ELEVATOR 2 11

CPT-2

A-512

ELEVATOR 1

T-2

464

VCT-1

A-512

Checker Checked by:

SW STAIR 3 S-3

402

A-512

6 A-512

A-512

TOILET

403

455

454

CONC-1

VCT-1

T-3

KITCHEN 450

A-512

CONFERENCE

CONFERENCE CPT-1

CONC-1

A-512

452

A/V ROOM

MEETING

468

TOILET T-3

451

JAN

VCT-2

A-512

400

CPT-3

EXECUTIVE

CPT-3

RF-1

A-512

CPT-1

EXECUTIVE BOARDROOM

SE STAIR 4 S-4

Westlake Reed Leskosky

453 CPT-3

OFFICE OFFICE 466 CPT-3

Author

Commision #15054.00 200 Peach Street El Dorado, AR 71730

WET BAR

Drawn by:

Murphy USA

456

462

467

A-512

T-2

A-512

LEGAL

MECH

COPY

CPT-3

463

CONC-1

RF-1

S-6

SW CORRIDOR 483

ELEC.

465

A-512

PENTHOUSE STAIR

461 CPT-3

OFFICE

CONFERENCE

457

460

459

458

T-2

CPT-3

CPT-1

CPT-3

11 A-512

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FOURTH FLOOR FINISH PLAN

I-104

12/1/2015 4:45:50 PM

PRIMARY A

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

0.0

FINISH LEGEND FLOOR FINISH PATTERNS: HATCH PATTERN INDICATES EXTENTS AND DIRECTION OF FLOOR FINISH MATERIAL. SEE ARCHITECTUAL PLANS FOR INSTALL AND TRANSITION DETAILS.

0.8 1

3.9

BY OWNER

CPT-1: CARPET TERR-1: TERRAZZO

CPT-1: CARPET

CPT-2: CARPET

5 CPT-3: CARPET

6 WOM-1: WALK OFF MAT

7 VCT-1: VINYL COMPOSITION TILE

8 ROOF VCT-2: VINYL COMPOSITION TILE (SDT)

9 VCT-3: VINYL COMPOSITION TILE

10 T-2: FLOOR TILE

T-3: FLOOR TILE

CONC-1: SEALED CONCRETE

R-1: RUBBER FLOORING, TREAD, RISER, NOSING

RF-1: RESINOUS FLOORING

OPEN TO BELOW

STORAGE-2

MECH P-04

P-05

P-03 CONC-1

CONC-1

ELEVATOR PENTHOUSE CONC-1

MECH P-02 CONC-1

STORAGE -1

P-01 CONC-1 DN

Murphy USA

Checker

Checked by:

33 ROOF

Author

Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

PENTHOUSE FLOOR FINISH PLAN

I-105

PRIMARY 12/1/2015 4:45:57 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

FURNITURE LEGEND FURNITURE LAYOUTS: FURNITURE LAYOUTS INDICATE LOCATION AND QUANTITY OF FURNITURE FOR REFERENCE ONLY. ALL FURNITURE TO BE FINIALIZED, SUPPLIED, AND INSTALL BY OWNER. SEE SHEET F-100 FOR FURNITURE ANNOTATION AND BLOCKING KEY.

N.I.C. - INDICATES AREA NOT IN CONTRACT

FIRE PUMP

CHILLERS

RECEIVING 001

MECH EQUIPMENT ROOM

TOILET

002

012

FIBER TELECOM 011

STORAGE 010

HOT WATER SYSTEMS

ELEV. EQUIP. 009

CORRIDOR

MAIL ROOM

008

004

Murphy USA

MAIN ELECTRICAL 007

PRINT ROOM

Checker

003

Checked by:

Westlake Reed Leskosky

BUILDING OPERATIONS/ MECHANICS

Author

005

Drawn by:

Commision #15054.00 200 Peach Street El Dorado, AR 71730

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

BASEMENT FURNITURE PLAN

CD 1

BASEMENT FURNITURE PLAN 1/8" = 1'-0"

I-200

PRIMARY 12/1/2015 4:46:06 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

ENCLOSED PATIO 157

COVERED PATIO 158

N.I.C. - INDICATES AREA NOT IN CONTRACT

DINING ROOM 135

TRAINING A

TRAINING B

145A

145B

REF

NW STAIR 1 DN

VESTIBULE

S-1

STORAGE A

STORAGE B

146A

146B

143

OFFICE

106

141

NE STAIR 2 S-2

134

137

OFFICE

MECH

KITCHEN

STORAGE

ELEC.

133A

133B

133C

WOMENS TOILET 105

OFFICE COPY

142

WIRING CLOSET

131

140

MENS TOILET

ELEC.

CONFERENCE

108

104

138

CONFERENCE

OFFICE

132

130

129

128

OPEN WORKSTATION AREA OA-E1

OPEN WORKSTATION AREA OA-W1

ATRIUM 111

COPY

OFFICE

FILE/ WORK

150

151

152

125

124

123

122

OFFICE 120

OFFICE

WIRING CLOSET

148

121

OFFICE 147

MENS TOILET

OFFICE

STORAGE

109

149

160

ELEVATOR 1

ELEVATOR 2

E-1

E-2

ELEC. 102

MURPHY USA STORE

MECH 103

113

LOBBY 112

WOMENS TOILET

JAN.

110

101

OPEN WORKSTATION AREA

Murphy USA

CORRIDOR 119

OA-S1

Checker

CUSTOMER EXPERIENCE

LOBBY TOILET ROOM

114

114A

S-4

Checked by:

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FIRST FLOOR FURNITURE PLAN

Author Drawn by:

SE STAIR 4

Commision #15054.00 200 Peach Street El Dorado, AR 71730

FIRST FLOOR FURNITURE PLAN 1/8" = 1'-0"

CONFERENCE

156

155

154

153

VENDOR CONFERENCE

116

117

118

I-201

PRIMARY 12/1/2015 4:46:26 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

OPEN WORKSTATION AREA

FURNITURE LEGEND

OA-N2

SR. DIRECTOR'S OFFICE

FURNITURE LAYOUTS: FURNITURE LAYOUTS INDICATE LOCATION AND QUANTITY OF FURNITURE FOR REFERENCE ONLY. ALL FURNITURE TO BE FINIALIZED, SUPPLIED, AND INSTALL BY OWNER.

240

SEE SHEET F-100 FOR FURNITURE ANNOTATION AND BLOCKING KEY.

DIRECTOR'S OFFICE

SR. MANAGER'S OFFICE

232

241

N.I.C. - INDICATES AREA NOT IN CONTRACT

GUEST OFFICE 231

MANAGER'S OFFICE

PRIVACY SR. DIRECTOR'S OFFICE

238

242

230

DATA CENTER FIRE DATA CENTER UPS SUPPRESSION STORAGE 235 VALVE 236

COPY UP

234

NW STAIR 1

TEAMING

237

S-1

239

NE STAIR 2 S-2

DATA CENTER 233

FILE/ STORAGE

WOMENS TOILET

243

205

MECH 206

ELEC.

MANAGER'S OFFICE

MENS TOILET

244

204

208

TEAMING

WIRING CLOSET

213

228

CONFERENCE 229

OPEN WORKSTATION AREA OA-E2

GUEST OFFICE 227

OPEN WORKSTATION AREA

TEAMING 212

OA-W2

TEAMING

OPEN TO BELOW

214

DIRECTOR'S OFFICE 225

SR. MANAGER'S OFFICE

SR. DIRECTOR'S OFFICE

253

245

CONFERENCE 247

CONFERENCE 211

TEAMING

VP OFFICE

WIRING CLOSET 246

215

226

MENS TOILET

MANAGER'S OFFICE

209

ELEVATOR 1

ELEVATOR 2

E-1

E-2

ELEC.

224

202

DIRECTOR'S OFFICE

ADMINISTRATIVE ASSISTANT MECH

223

248

203

KITCHEN 217

WOMENS TOILET

TEAMING

REF

210

COPY

222

216

FILES/ STORAGE

JAN

249

200

Murphy USA

COATS

Checker

OPEN WORKSTATION AREA

218

Commision #15054.00 200 Peach Street El Dorado, AR 71730

OA-S2 DN

Checked by:

SE STAIR 4 UP

DIRECTOR'S OFFICE

TEAMING

221

220

DIRECTOR'S OFFICE 250

OPEN TO BELOW

Drawn by:

Author

DIRECTOR'S OFFICE

TEAMING

DIRECTOR'S OFFICE

252

251

S-4

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

SECOND FLOOR FURNITURE PLAN

219

CD 1

SECOND FLOOR FURNITURE PLAN 1/8" = 1'-0"

I-202

PRIMARY 12/1/2015 4:46:39 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

DIRECTOR'S OFFICE

MANAGER'S OFFICE

332

334

333

OPEN WORKSTATION AREA

SR. DIRECTOR'S OFFICE 337

OA-N3

FURNITURE LEGEND

DIRECTOR'S OFFICE

338

331

FURNITURE LAYOUTS: FURNITURE LAYOUTS INDICATE LOCATION AND QUANTITY OF FURNITURE FOR REFERENCE ONLY. ALL FURNITURE TO BE FINIALIZED, SUPPLIED, AND INSTALL BY OWNER.

SR. MANAGER'S OFFICE

DIRECTOR'S OFFICE

SEE SHEET F-100 FOR FURNITURE ANNOTATION AND BLOCKING KEY.

339

330

N.I.C. - INDICATES AREA NOT IN CONTRACT

NW STAIR 1 S-1

NE STAIR 2

S-2

CORRIDOR 3XX

COPY 355

CONFERENCE MECH

MERCHANDISE DISPLAY AREA

WOMENS TOILET 305

REF

352

329

SR. MANAGER'S OFFICE

306

341

CORRIDOR 3XX

COFFEE/ KITCHEN

MENS TOILET

356

ELEC.

304

308

TEAMING

WIRING CLOSET

312

327

VP OFFICE HUDDLE

328

336

OPEN WORKSTATION AREA

GUEST OFFICE 326

OA-E3

FILES/ STORAGE TEAMING

OPEN TO BELOW

MANAGER OFFICE

340

353

313

SR. DIRECTOR'S OFFICE

ATRIUM

OPEN WORKSTATION AREA

CONFERENCE

OA-W3

311

SR. DIRECTOR'S OFFICE

342

345

SR. DIRECTOR'S OFFICE 343

CONFERENCE 325

TEAMING

WIRING CLOSET

MENS TOILET

ELEVATOR 1

ELEVATOR 2

E-1

E-2

DIRECTOR'S OFFICE

309

324 3YY

346

ADMINISTRATIVE ASSISTANT

CORRIDOR

SR. VP OFFICE

344

314

CORRIDOR

ELEC.

3YY

302

MECH

347

TEAMING

303

323

COFFEE WOMENS TOILET

JAN

315

310

300

REF

MANAGER'S OFFICE

COATS

SR. DIRECTOR' S OFFICE

316

322

ENGINEERING CONFERENCE 317

348

COPY DN

349

SE STAIR 4 UP

Checker

MANAGER'S OFFICE

SR. DIRECTOR'S OFFICE

Checked by:

321

350

OPEN WORKSTATION AREA

MANAGER'S OFFICE

OA-S3

320

S-4

Commision #15054.00 200 Peach Street El Dorado, AR 71730

Westlake Reed Leskosky

HUDDLE 318

Murphy USA

VP OFFICE 351

SR. MANAGER'S OFFICE

Author

319

The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

THIRD FLOOR FURNITURE PLAN

Drawn by:

CD 1

03 THIRD FLOOR FURN 1/8" = 1'-0"

I-203

PRIMARY 12/1/2015 4:46:48 PM

Issued / Revised No. Date Description 1 12/01/2015 BID/PERMIT

FURNITURE LEGEND FURNITURE LAYOUTS:

OFFICE 425

VP OFFICE

OFFICE

434

436

FURNITURE LAYOUTS INDICATE LOCATION AND QUANTITY OF FURNITURE FOR REFERENCE ONLY. ALL FURNITURE TO BE FINIALIZED, SUPPLIED, AND INSTALL BY OWNER. SEE SHEET F-100 FOR FURNITURE ANNOTATION AND BLOCKING KEY.

OFFICE 424

OFFICE

N.I.C. - INDICATES AREA NOT IN CONTRACT

FILES/ WORK

433

437

TREASURY 426

NW STAIR 1

NE STAIR 2

CHECK ROOM

S-1

S-2

423

AUDIT CORRIDOR

EXPANSION

427

OFFICE

426A

CONTROLLER

430

428

435

REF

FILE/ WORK

WOMENS TOILET 405

429

COPY TEAMING

MECH

441

471

406

COFFEE/ KITCHEN COMM.

431

407

ELEC.

OFFICE

OUTSIDE AUDITORS

472

422

408

CONFERENCE

OFFICE

442

440

439

438

MENS TOILET 404

CONFERENCE

WIRING CLOSET

444

418

CONFERENCE 421

OFFICE

VP OFFICE

415

445

443

HSSE 420

OFFICE

446

416 OPEN TO BELOW

COPY

OFFICE OF THE CEO

ATRIUM

417

449

OFFICE 447

OFFICE 414

WIRING CLOSET 448

INSURANCE

CONFERENCE

419

411

MENS TOILET 409

CONFERENCE

OFFICE

413

470

469

EXECUTIVE VISITING

ELEVATOR 1

ELEVATOR 2

E-1

E-2

465

COPY

PENTHOUSE STAIR

ELEC.

455

S-6

402

MECH STORAGE

TOILET

KITCHEN

464

454

450

403

WOMENS TOILET

JAN

TOILET

410

400

452

A/V ROOM 451

LEGAL 468

EXECUTIVE

MEETING

462

456

Murphy USA

SE STAIR 4 S-4

CONFERENCE

Checker

463

CONFERENCE 467

459

453

Checked by:

CONFERENCE 458

OFFICE 466

OFFICE

461

460

WET BAR 457

Westlake Reed Leskosky The Hanna Building 1422 Euclid Avenue, Suite 300 PlayhouseSquare Cleveland, Ohio 44115 216.522.1350

FOURTH FLOOR FURNITURE PLAN

Author Drawn by:

EXECUTIVE BOARDROOM

OFFICE

Commision #15054.00 200 Peach Street El Dorado, AR 71730

CD 1

FOURTH FLOOR FURNITURE PLAN 1/8" = 1'-0"

I-204