Cd mixed use office building by Mukimul I Khan

1 HIGH STREET MIXED USE OFFICE BUILDING

MIK

CONSTRUCTION DRAWING Project Information: Description: Project include three storied mixed use building. Oxford Ohio

www.mikarchitects.com

Building Code: Ohio Building Code OBC 2011 IBC 2012

Miami University

Project Name

DRAWING INDEX A100 A101 A102 A102.1 A103 A104 A105 A106 A107 A108 A109 A110 A111 A112 A113 A114 A115 A116 A117 A118 A119 A120 A121 A122 A123 A124 A125 A126 A127 A128 A129 A130 A131 A132 A133 A134 A135 A136 A137 A138 A139 A140 A141 A142

SHEET TITLE

Cover Page General Notes Site Plan Safety Regulation Basement Plan Ground Floor Plan Second Floor Plan Third Floor Plan Furniture Plan Roof Plan West Elevation South Elevation North Elevation East Elevation Section 01 Section 02 Section 03 Groung Floor Drop Ceiling Plan Second Floor Drop Ceiling Plan Third Floor Drop Ceiling Plan Beasement Drop Ceiling Plan Ground Floor Electrical Plan Second Floor Electrical Plan Third Floor Electrical Plan Basement Electrical Plan Ground Floor HVAC Plan Second Floor HVAC Plan Third Floor HVAC Plan Basement HVAC Plan Roof Slop Plan Structure Plan 01 Structure Plan 02 Toilet Detail Restaurant Toilet Detail Typical Brick Screen Detail Wall Section Detail Curtain Wall Detail Roof Section Detail Solar Wall Detail Stair Detail Atriun Space Detail Landscape Detail Door Window Schedule Acknowledgements

NET_ZERO, Mixed Use O ce Building

Address

1E, High Street, Oxford, Ohio -45056

No.

Description

Date

VICINITY MAP

Owner Miami University Cover Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A100 Scale

5/3/17 11:48:59 PM

SHEET #

Mukim Khan

ARC _602 Spring 2017

01 Page

14,843 sft

Total Floor Area Energy Use Intensity

1 East High Street Mixed-Use Office Building Net Zero Energy DESIGN STRATEGIES

Energy Break down

Solar Panels

Day Light

Operable window for Ventilation of Warm Air

Natural Ventilation

Hi re St et

ain

e re t S

Geothermal

Net Zero Energy Equation Building energy demand: (33 x 1000 x 14843)=489,819,000 Btu/yr. PV system: 101489 x 3413 = 346381597 Btu/yr. Adjusted EUI with PV = 0.9 , (489,819,000-346,381,597)= 143,437,403/14,843 = 9,663.6 Btu/sft/yr. The ultra-low energy design uses 89% less energy than a similarly sized code-compliant office building [Benchmark building per 2003 CBECS].

If Consider 20% more efficent Wall : Adjusted EUI : 3063.6 BTU/sft/yr & 96.3 % less energy

Mukim Khan

ARC _602 Spring 2017

1 East High Street Mixed-Use Office Building Net Zero Energy DESIGN STRATEGIES

Solar Wall System

02 Page

Insulated Wall Walls R-30 - 8â&#x20AC;? CMU, Structural metal studs w/ R20 celluose cavity & R15 ci (3 in. XPS)

UTC

Horizontal corugation promotes turbulance behind PV module

Glass curtainwalls: U 0.3 (Triple Pane Argon) Glazing VLT 70%, SHGC 0.5

Modules are closed at top to reduce

Plug load power density 0.7 w/sf

to the atmosphere PV module

LPD 0.5 w/sf; Daylight-sensing and occupancy/vacancy controls

PV module Plerum Insulation

paths

Wall framing Function

Details

Geothermal Cooling and Heating With VRF

Roof R- 35 (12 in. XPS) Refrigerant Distribution Box

Heat recovery system

Indoor Air Handler

Water source VRF unit

Water side Heat Recovery with WR2 series

10 feet

EQUIPMENT 50-Ton Ground Source Heat Pump system (1% efficiency) w/radiant cooling ceilings (3% efficiency); Ventilation via Direct Outdoor Air System (0.6 cfm/sf )

Closed loop System

Mukim Khan

ARC _602 Spring 2017

1 East High Street Mixed-Use Office Building Net Zero Energy DESIGN STRATEGIES

03 Page

Mukim Khan

ARC _602 Spring 2017

Roof Surface

1 East High Street Mixed-Use Office Building Net Zero Energy DESIGN STRATEGIES

Solar Wall

Total Energy 101,489kWh per Year

Wall PV

Roof PV

04 Page

1 HIGH STREET MIXED USE OFFICE BUILDING

MIK

CONSTRUCTION DRAWING Project Information: Description: Project include three storied mixed use building. Oxford Ohio

www.mikarchitects.com

Building Code: Ohio Building Code OBC 2011 IBC 2012

Miami University

Project Name

SHEET TITLE

NET_ZERO, Mixed Use O ce Building

Address

1E, High Street, Oxford, Ohio -45056

No.

Description

Date

VICINITY MAP

Owner Miami University Cover Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A100 Scale

5/3/17 11:48:59 PM

SHEET #

MIK

GENERAL NOTES :

www.mikarchitects.com Miami University

Project Name

NET_ZERO, Mixed Use Office Building

Address

1E, High Street, Oxford, Ohio -45056

No.

Description

Date

Owner

General Notes Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A101 Scale

1/4" = 1'-0"

5/3/17 11:49:33 PM

1.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES, OMISSIONS AND CONFLICTS BEFORE BIDDING. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. HE OR SHE SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY SITE CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. 2. ALL NOTES AND TYPICAL DETAILS ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. NOTES MAY APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS; NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED DRAWING SHEETS AND DETAILS. 3.NO SUBSTITUTIONS OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 4.THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, AND PLUMBING DRAWINGS ARE OF EQUAL IMPORTANCE IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS, HOWEVER, ALL ENGINEERING DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. 5.THE SURVEY PROVIDED IN THESE CONSTRUCTION DOCUMENTS HAS BEEN PREPARED BY OTHERS UNDER SEPARATE CONTRACT WITH THE OWNER AND CONSULTANT. 6.COORDINATE ALL WORK WITH SCOPE DESCRIPTIONS LISTED IN SPECIFICATIONS, SPECIFICATION SECTIONS AND THE DRAWINGS- REPORT DESCRIPTIONS TO ARCHITECT & CONSTRUCTION MANAGER PRIOR TO BIDDING- IN THE EVENT THE SCOPES, SPECIFICATIONS, AND/OR THE DRAWINGS DIFFER, CONTRACTOR IS TO BID THE MORE EXPENSIVE OPTION. 7.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2009 MBC & ALL APPLICABLE CODES, AND SHALL CONFORM TO ALL APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS HAVING JURISDICTION. (INCLUDING ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS) 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND CONTINUOUS MAINTENANCE OF ALL WORK INCLUDING NEW AND EXISTING EQUIPMENT FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONTRACT. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL KNOWN UTILITIES AND TO COORDINATE CONSTRUCTION AROUND KNOWN OR UNKNOWN UTILITIES AND SYSTEMS SERVING OTHER AREAS. UTILITIES IN THE AREA OF CONSTRUCTION ARE APPROXIMATE ONLY. THEY HAVE BEEN LOCATED FROM FIELD INVESTIGATION AND THE BEST AVAILABLE UTILITY RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION AND REPAIR OF ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITIES AND HAVE ALL UTILITIES FIELD-LOCATED PRIOR TO CONSTRUCTION. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING. 10.THE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL, DISPOSAL, OR EXPOSURE OF PEOPLE TO HAZARDOUS MATERIALS IN ANY FORM, INCLUDING BUT NOT LIMITED TO ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. 11.ELECTRONIC DOCUMENTS: THE ARCHITECT CAN PROVIDE TO THE SUCCESSFUL BIDDERS BY AGREEMENT, UPON NOTICE TO PROCEED, MATERIALS STORED ELECTRONICALLY. THE PARTIES RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS, REPORTS, DOCUMENTS, OR OTHER INFORMATION RECORDED ON OR TRANSMITTED AS ELECTRONIC MEDIA ARE SUBJECT TO UNDETECTABLE ALTERATION, EITHER INTENTIONAL OR UNINTENTIONAL, DUE TO, AMONG OTHER CAUSES, TRANSMISSION, CONVERSION, MEDIA DEGRADATION, SOFTWARE ERROR, OR HUMAN ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS ARE PROVIDED TO THE PARTIES FOR INFORMATIONAL PURPOSES ONLY AND NOT AS AN END PRODUCT NOR AS A RECORD DOCUMENT. ANY RELIANCE THEREON IS DEEMED TO BE UNREASONABLE AND UNENFORCEABLE. THE SIGNED AND/OR SEALED HARD COPIES OF THE ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE ONLY TRUE CONTRACT DOCUMENTS OF RECORD. 12.EACH CONTRACTOR AND ALL SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 13.ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE, AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 14.ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. 15.REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS. 16.ANY DETAILS, SYSTEMS, OR MATERIALS (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC.) WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE REVIEWED BY THE ARCHITECT, PRIOR TO BIDDING- NO SUBSTITUTIONS OR DEVIATIONS FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT AFTER BIDS ARE RECEIVED. 17.DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 18.FINISH FLOOR ELEVATIONS ARE TO THE TOP OF CONCRETE, UNLESS OTHERWISE NOTED. 19.DIMENSIONING: 19.1.DO NOT SCALE DRAWINGS- DIMENSIONS ON DRAWINGS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 19.2.LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DRAWINGS UNLESS NOTED OTHERWISE. 19.3.REFER TO DETAILED PLANS FOR DIMENSIONS OF MAJOR STAIRS, TOILETS AND ELEVATOR SHAFTS UNLESS OTHERWISE SHOWN. 19.4.ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES. 19.5.ALL NEW WALLS ARE DIMENSIONED FROM FACE OF STUD/MASONRY TO FACE OF STUD/MASONRY UNLESS NOTED OTHERWISE 45.INSULATION AND VAPOR BARRIERS: 45.1.WALLS: WHETHER OR NOT SHOWN OR SPECIFIED, PROVIDE INSULATION BETWEEN ALL EXTERIOR AND INTERIOR HEATED SPACES 45.2.ROOFS: WHETHER OR NOT SHOWN OR SPECIFIED, PROVIDE INSULATION BETWEEN ALL EXTERIOR AND INTERIOR HEATED SPACES 45.3.PROVIDE SPRAY FOAM INSULATION AT THE TOPS OF ALL EXTERIOR WALLS AND AT ANY PENETRATIONS OR VOIDS TO PROVIDE AN AIR-TIGHT SEAL & THE SAME R-VALUE OF THE WALL ASSEMBLY 45.4.PROVIDE CONTINUOUS PERIMETER INSULATION AT ALL EXTERIOR WALLS 46.MECHANICAL AND ELECTRICAL AREAS: 46.1.ALL WALLS BETWEEN MECHANICAL OR ELECTRICAL SPACES AND OCCUPIED SPACES SHALL BE ACOUSTICALLY ISOLATED FROM THE OCCUPIED SPACES 46.2.COORDINATE ALL EQUIPMENT BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS. INSTALL THE PADS BENEATH THE FULL PROJECTED AREA OF EQUIPMENT. 46.4.COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR, ROOF AND WALL SLEEVES AND ALL MECHANICAL SHAFTS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS. 46.5.REFER TO MECHANICAL AND ELECTRICAL CONTRACTOR'S DRAWINGS AND MANUFACTURER'S TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, ETC., NOT SHOWN ON THE DRAWINGS. 46.6.ALL MEP EQUIPMENT PADS SHALL BE BY MEP CONTRACTORS 47.FIRE AND SMOKE DAMPERS SHALL BE PROVIDED AS SHOWN AND WHERE AIR DUCTS 48.EACH TRADE RESPONSIBLE TO PROVIDE ACCESS PANELS TO THE GENERAL TRADES ;CONTRACTOR TO BE INSTALLED BY THE GENERAL TRADES CONTRACTOR AS REQUIRED BY APPLICABLE CODES AND REQUIRED FOR MECHANICAL EQUIPMENT. . 49.ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT,PIPING, CONDUITS, ETC. SHALL BE PAINTED AND COLOR CODED AS DIRECTED 50.DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR ALL CONDITIONS 51.WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 52.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY MEASURE NECESSARY TO COMPLY WITH ANY STATE, COUNTY OR LOCAL DUST CONTROL ORDINANCE. 53.THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS. 54.THE CONTRACTOR SHALL VISIT THE SITE AND BUILDING AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. HE OR SHE SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER OF ANY SITE AND BUILDING CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. 55.WALL AND CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS AND THE REQUIREMENTS OF ALL APPLICABLE CODES 56.GYPSUM BOARD CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH RECOMMENDED PRACTICES OF THE UNITED STATES GYPSUM ASSOCIATION AND PER DETAILS HEREIN. 57.ALL FLOORS SHALL BE LEVELED AND FREE OF IRREGULARITIES TO ASSURE ONE CONSTANT FLOOR HEIGHT. 58.ALL CONTRACTORS ARE RESPONSIBLE FOR LAYING OUT EQUIPMENT PLANS TO AVOID INTERFERENCES BETWEEN BUILDING COMPONENTS. 59.ALL OPENINGS IN FIRE-RATED WALLS, INCLUDING THOSE FOR DUCTS, CONDUIT, PIPING, ETC. MUST BE FILLED WITH APPROVED MATERIALS TO MAINTAIN THE FIRE-RATING CONTINUITY OF THE WALL CONSTRUCTION- INCLUDING FIRE DAMPERS FOR DUCTS AND PLENUM SYSTEMS. 60.ALL OPENINGS IN FLOOR SLABS AND ROOF, INCLUDING THOSE FOR DUCTS, CONDUIT, PIPING, ETC. (EXCEPT THOSE CLOSED COMPLETELY BY FIRE-RESISTANT SHAFT CONSTRUCTION) MUST BE SLEEVED OR OTHERWISE SEALED AT THEIR PERIMETER WITH APPROVED METHODS TO MAINTAIN THE FIRE-RATING CONTINUITY OF THE FLOOR CONSTRUCTION. 61.ALL NEW CONSTRUCTION SHALL CONFORM WITH THE FINISH SCHEDULE AND SPECIFICATIONS IN COLOR, TEXTURE, AND GENERAL APPEARANCE. 62.ALL OPEN SPACES & EXPOSED MEP ITEMS ABOVE TRAY AND/OR CLOUD-STYLE CEILINGS IS TO BE PAINTED FLAT BLACK FROM THE CEILING ELEVATION UP TO AND INCLUDING THE ROOF/FLOOR DECK & STRUCTURE ABOVE 63.ALL BUILT-IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED BY THE PLUMBING CONTRACTOR- PLUMBING CONTRACTOR SHALL SUPPLY ALL NECESSARY INFORMATION FOR CUT-OUTS TO BE PERFORMED. 64.ALL OUTSIDE CORNERS AT GYPSUM BOARD SHALL HAVE CONTINUOUS CORNER BEAD PER SPECIFICATIONS. ALL EXPOSED GYPSUM BOARD EDGES (AND AS NOTED) SHALL HAVE J-BEAD CONTINUOUS. 65.ALL PLYWOOD USED IN EXTERIOR CONSTRUCTION IS TO BE APA-RATED EXTERIOR ;GRADE AND BE FIRE-RESISTANT 66.ALL GYPSUM BOARD TO 8 FEET ABOVE FINISHED FLOOR IS TO BE ABUSE RESISTANT GYPSUM BOARD UNLESS OTHERWISE NOTED) 67.ALL TRADES TO COMPLY WITH REQUIREMENTS OF SECTIONS 078413 ”PENETRATION FIRESTOPPING” AND SECTION 078446 “FIRE-RESISTIVE JOINTS” AND DRAWINGS G002 68.ALL EXCAVATION AND BACKFILL WORK TO BE DONE BY EACH TRADE CONTRACTOR IN COMPLIANCE WITH SECTION 312000 “EARTH MOVING” , SECTION 312319 DEWATERING” AND SECTION 315000 “EXCAVATION SUPPORT AND PROTECTION”. 69.ALL OPENINGS IN WALLS/PARTITIONS TO BE DONE BY FRAMING CONTRACTOR. 70. OPENINGS IN FLOORS OR ROOFS TO BE DONE BY GENERAL TRADES CONTRACTOR. 71.ALL PAINT WORK TO BE BY GENERAL TRADES CONTRACTOR, UNLESS OTHERWISE NOTED. 72.ALL WORK DAMAGED DURING CONSTRUCTION TO BE REPAIRED BY ON SITE TRADE TYPE AND PAID BY RESPONSIBLE CONTRACTOR.

BUILDING & CODE INFORMATION

HIGH STREET

75’ - 0”

Building Code Fire Code Electrical Code Plumbing

MIK www.mikarchitects.com

50 82 People/Floor 2 HR Rated 2 HR Rated 0 HR Rated 2 HR Rated 2 HR Rated 2 3 Yes-3 Floors+ Basement Ohio Building Code 2011(BC) 2011 Ohio 2013 NFPA 72 Ohio Plumbing Code (OMC) 2011 Ohio Code 2010 ADA Oxford Ohio Ord. No. 3323

Miami University

Project Name

NET_ZERO, Mixed Use Office Building

Address

1E, High Street, Oxford, Ohio -45056

75’ - 0”

Mechanical Accessibility Local Code

18 Business Unlimited 14,843 SFT 48 FT 3 Stories 48 FT

MAIN STREET

G E N E R A L N O T E S:

Site Plan 01 1" = 10'-0"

No. Description Date A. Prior to submitting bid , contractors shall visit site to familiarize themselve with existing conditions and relay questions from the visit to the architect or construct manager B.Contractors shall have located on site all underground utilities , whether shown on the plans or not , prior to breaking ground , proposed plant locations known to be conflict with the existing utilities shall be brought to the attention of the architect for relocation C. See shrub detailings D.Cut and remove bindings on top 1/3 of root balls after placing shrubs in their planting holes , backfill holes with top soil , water , and tamp to remove large air pockets in rootballs to retain supplementam watering during firts year of new growth E.Co-ordinate site plan with civil drawings and MEP site plans F. Co-ordinate with the electrical contractors for electrical works. G.See electrical drawing for exterior lighting fixtures , types , details etc.

No.

Description

Date

MIAMI UNIVERSITY Furniture Plan Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A102 Scale

1/4" = 1'-0"

5/10/17 8:04:45 AM

Construction Type User Group Allowable Area Actual Area Allowable Height Actual Area Occupancy Load: Restaurant Office Structural Framing Exterior Walls Interior Walls Floor Construction Roof Construction Req’D Number of Exits Number of Exits Sprinklered

1 High Street Mixed Use

MIK

USER GROUP Use Group : Areas : Net Area : Gross Area: Level 02 Net Area: Gross Area: Level 03: Construction type:

Mercantile Level 01 4252 Sq.Ft. 4933 Sq.Ft.

www.mikarchitects.com

4580 Sq.Ft. 5163 Sq.Ft. Architecture + Interior Design I-B Fire Resistive Non-Combustible. Travel Distance Key: Plumbing Fixture Requirements : FIRESeperation Key2 1" = 10'-0" Life Safety Plan _Level 02All rated assemblies to be per 2007 MBCDirectives and certi ed by UL.Not all may be used3 1" = 10'-0" Life safety plan_ Level 03

2 Hr Fire Rated 4’ Stair 01

2 Hr Fire Rated Stair

2 Hr Fire Rated 4’ Stair 02

Second Floor Plan

Project Name

SAFETY COSIDERATION Automatic Sprinkler sytem : Fully equipped with anautomatic sprinkler system. Exit travel distance: 250 feet maximum_Table1016.1 Common path of travel (In areas serving 50occupants or more) : 30 feet maximum_Table1028.8 Common path of travel (In areas serving 49 orless occupants): 75 feet_1028.8 Exemption 1Corridor minimum widthFor 50 or more occupants: 44 inches _1018.2For 49 or less occupants: 36 inches _1018.2,Exception 2For mech/ele. pthways: 24 inches _1018.2,Exception 1Corridor re resistance rating : 0 hours _Table1018.1Egress widthStairways : 0.30 inch /occupant _1005.1Other components : 0.20 inch/occupant _1005.1 Accessible Design:The project shall comply the standards of ADAdesign

2 Hr Fire Rated Stair

Third Floor

Floor Code/ Life Safety

1/8" = 1'-0"

Miami University

NET_ZERO, Mixed Use O ce Building

Address

Floor Code/ Life Safety

1/8" = 1'-0"

LEGEND 211300 FIRE SUPPRESSION SPRINKLER SYSTEMS Design, furnish, install, and test automatic wet pipe fire sprinkler and standpipe systems for the entire building, including attics, crawl spaces, and concealed spaces in accordance with NFPA 13. A

1E, High Street, Oxford, Ohio -45056

Door Tag Room Tag

No.

E A122 3 Elevation 4 - a

A123

A125

A118

---

Division 10

A A 101

Callout Head

Section Mark

Date

A118

---

Description

Level 5 50' - 0"

Division 10 1

1 5.Roof Plan 42' - 3"

---

A118

A Division 04

Elevation Mark Grid Head

7/8" / 1'-0"

2 Restaurant 7

Division 10

4.Third Floor Plan 28' - 3"

Keynote

---

Level/ Elevation

2 Hr Fire Rated 4’ Stair 02

Division 04

Division 01

Miami University

3.Second Floor Plan 14' - 3"

North Sign

16 3 DN 1 A138

KITCHEN 8

7 DN

4 5

MALE RESTROOM 9

2.Ground Floor Plan 0' - 3"

FEMALE RESTROOM

Level 7 -3' - 3"

1.Basement Level -11' - 9"

Safety Regulation

Call Out

AD TOILET 13

AD TOILET 12

Division 07

Project Number

Date 1 A118

2 Hr Fire Rated 4’ Stair 01

2 Hr Fire Rated 4’ Stair 02 1 A120

Ground Floor Plan 1/8" = 1'-0"

Floor Code/ Life Safety

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

Drawn By

Wall Section Mark

Checked By

Project Number Issue Date Author Checker

A102.1

Code/ Life Safety Scale

1/4" = 1'-0"

5/3/17 11:50:01 PM

1 High Street Mixed Use A

MIK

ROOM SCHEDULE 75' - 10"

13' - 4"

1' - 0"

19' - 0"

1' - 0"

19' - 0"

20' - 7"

1' - 0"

19' - 7"

4' - 0"

4' - 6"

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

Store Room

118 SFT

www.mikarchitects.com

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

44' - 6"

20' - 0"

218 SFT

Miami University

DOOR SCHEDULE

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

Support Room

1' - 0"

12' - 4"

20' - 0"

1' - 0"

20' - 0"

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

Project Name

KEY NOTES

1 A123

NET_ZERO, Mixed Use Office Building

The Basement floor space is fpr GEO Thermal Well. The space will design and construct according to the GEO thermal regulation

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

20’ x 20’ size well should be placed accordint to NET Zero Strategies.

Address

63' - 9 "

1 20' - 0"

A118

58' - 4 1/32"

62' - 4 "

Division 07

1E, High Street, Oxford, Ohio -45056

1 A118

75' - 8"

75' - 11"

12" CMU FDN W ALL, TYP.

G E N E R A L N O T E S:

12"x24" CONCRETE FOOTING W/ (2) #4 RE -BAR, TYP. SET 30" MIN. BELOW GRADE 36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

12" CMU FDN WALL, TYP.

74' - 0 "

12"x24" CONCRETE FOOTING W/ (2) #4 RE -BAR, TYP. SET 30" MIN. BELOW GRADE

3' - 5"

1' - 8"

5 19' - 3"

120"x96"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

SUPPORT ROOM

0' - 6" 20' - 0"

16' - 3"

5' - 6"

0' - 8"

37' - 7"

5' - 4"

17' - 10"

19' - 9"

75' - 0"

---

0' - 10"

1' - 0"

3' - 6 "

0' - 8"

5' - 4"

3' - 0"

17' - 11 "

8' - 5"

1' - 0"

10' - 1 19/32"

19' - 7"

1' - 0"

STORE

1' - 0"

4' - 8"

0' - 6"

8' - 3"

9' - 6"

1' - 9"

8' - 7"

4' - 7"

1' - 2"

3' - 0"

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

17' - 10" 0' - 10"

8' - 8"

20' - 0"

18' - 6 27/32"

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

14' - 0"

1) Co -ordinate wall construction with interior drawing and schedules 2) Co-ordinate wall construction with code requirements etc. 3) Provide any insulation at all void pockets etc. at all exterior walls where walls terminate 4) joints in dissimilar floor finsih material shall occur at door centerlines unless it is noted 5) The entire perimeter of the building shall have perimeter insulation , co ordinate with wall sections 6)See typical section for any interior finish detais 7) All dimesion face to wall unles noted 8) Contractor shall co -ordinate with owner for final locations of plumbing fixtures and equipment . 9) For curtain wall details , see curtain wall specifications 10) See elevations for any exterior materials 11) See enlarged drawing of restroom detailing 12) See wall sections 13) See dimensions

No.

Description

Owner

Basement Plan

1' - 8"

21' - 1"

Project Number Date Drawn By Checked By

1.Basement Level 1/4" = 1'-0"

Project Number Issue Date Author Checker

A103

1 1 A119

Date

A117

Scale

1/4" = 1'-0"

5/3/17 11:49:33 PM

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

1 High Street Mixed Use A

MIK

ROOM SCHEDULE

38 79

conference room

400 sft

Male Toilet

447.9 sft

Female Toilet

56 sft

Mechanical Room

56 sft

Support

116.5 sft

Excutive Room

115.5 sft

Excutive Room

115.5 sft

Excutive Room

116.3 sft

Excutive Room

116.3 sft

Excutive Room

139.3 sft

Excutive Room

150.3 sft

www.mikarchitects.com Miami University

Project Name

218.3 sft

NET_ZERO, Mixed Use O ce Building

A123

DOOR SCHEDULE

39 3

TYPE

A123

36 81

A118

35 82

MATERIAL CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29 CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29 CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29 METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door METAL FRAME, 1 3/4" THICK, Metal Door METAL FRAME, 1 3/4" THICK, Metal Door METAL FRAME, 1 3/4" THICK, Metal Door METAL FRAME, 1 3/4" THICK, Metal Door METAL FRAME, 1 3/4" THICK, Metal Door METAL FRAME, 1 3/4" THICK, Metal Door METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

Address

1E, High Street, Oxford, Ohio -45056

No.

Description

Date

Key Notes

83 17

36"x84" DOUBLE ENTRY GLASS DOOR 36"x84" DOUBLE ENTRY GLASS DOOR 36"x84" DOUBLE ENTRY GLASS DOOR 36"x84" SINGLE FIRE DOOR 36"x84" SINGLE FIRE DOOR 36"x84" SINGLE METAL DOOR 36"x84" SINGLE METAL DOOR 36"x84" SINGLE METAL DOOR 30"x84" SINGLE METAL DOOR 30"x84" SINGLE METAL DOOR 36"x84" SINGLE METAL DOOR 36"x84" SINGLE METAL DOOR 36"x84" DOUBLE ENTRY GLASS DOOR

Furnitures are arranger based on the column and beam grids. Modular Furnitures

29 31

GENERAL NOTES

---

1 1 A119

3.Second Furniture Floor Plan 1/4" = 1'-0"

MIAMI UNIVERSITY

A117

Furniture Plan Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A107 Scale

1/4" = 1'-0"

5/10/17 8:04:45 AM

1 High Street Mixed Use A

Division 10 13' - 6 "

20' - 0"

1' - 0"

19' - 0"

1' - 0"

19' - 7"

1' - 0"

4' - 2 3/8"

Male Toilet

120.9 sft

Female Toilet

118.5 sft

AD Male Toilet

80.5 sft

AD Female Toilet

80.5 sft

Mechanical Room

158.5 sft

Office Lobby

248.3 sft

Project Name NUMBER

26' - 0"

6' - 0"

2' - 6"

60' - 7"

19' - 0"

21' - 5"

4' - 9 27/32"

7/8" / 1'-0"

1' - 0"

39' - 9"

39' - 10"

Division 04 40' - 7"

45' - 0"

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" DOUBLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

Restaurant 7

Division 10

3 1

1 20' - 4"

---

1 Division 04

28' - 1"

Division 01

1' - 3 3/32"

6' - 5 17/32"

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

6' - 0"

27' - 3"

3' -0”

0' - 6"

19' - 7"

A138

0' - 6"

13' - 8"

0' - 6"

3' - 10"

12' - 4"

3' - 10"

0’-6"

6' - 0"

2' - 0" 1' - 8"

7' - 5"

9' - 10"

3' - 0"

0' - 3"

0' - 6"

20' - 7"

AD TOILET

13 Division 07

10' - 3 3/32"

3' - 0"

10' - 2 15/16"

10' - 2 "

8' - 4 "

5 35' - 3 "

5' - 4 "

75’

2.Ground Floor Plan 1/4" = 1'-0"

1 1 A119

---

18' - 6 3/4"

1 1' - 0"

12 9' - 6"

9' - 6"

0' - 6"

2' - 5 "

20' - 11"

---

2 Hr Fire rated exterior wall

2 Hr Fire rated Solar exterior wall

2 Hr Fire rated Curtain exterior wall

Metal Framed Brick Screen exterior wall

Generic Interior 6” Wall

Load Bearing Wall

GENERAL NOTES

9 14' - 7 "

6' - 0"

FEMALE RESTROOM

MALE RESTROOM 4' - 2"

0' - 6"

5' - 4" 5' - 3"

20' - 11"

5' - 11"

0' - 6"

1' - 0"

3' - 5"

11' - 8 "

19' - 0"

12' - 7"

1' - 8"

19' - 9"

3' - 0"

5' - 7 "

5 8' - 5"

Description

Date

KITCHEN

3' - 10"

No.

23' - 3"

20' - 3"

0' - 6"

5 DN

1E, High Street, Oxford, Ohio -45056

1' - 0"

1' - 11" 5' - 2"

6' - 0"

6' - 5"

8' - 3"

9' - 9 "

3' - 3"

Address

3 DN

NET_ZERO, Mixed Use Office Building

Key Notes

5 2

1 A138

A118

75' - 4"

75' - 0"

19' - 10"

19' - 0"

A118

MATERIAL

3 ---

TYPE

A123

15' - 0 3/4"

A123

Miami University

DOOR SCHEDULE

Division 10

---

www.mikarchitects.com

1' - 0"

---

5' - 3 1/4"

5' - 6"

447.9 sft

4' - 2"

4' - 7" 5' - 8"

3098.5 sft

Kitchen

20' - 7"

19' - 0"

11' - 9 "

Restaurant

A117

1 A120

3' - 0 "

16' - 11"

3 3' - 10 "

1' - 0"

Owner

Ground Floor Plan Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A104 Scale

1/4" = 1'-0"

5/3/17 11:49:35 PM

12' - 4 "

20' - 0"

0' - 8"

1' - 0"

3 Elevation 4 - a

75' - 0 1/32"

MIK

ROOM SCHEDULE

A122

1 High Street Mixed Use B

MIK

ROOM SCHEDULE

A122 3 Elevation 4 - a 75' - 0"

13' - 9"

2' - 0"

18' - 0"

2' - 0"

18' - 6"

4' - 11"

2' - 0"

1' - 0"

W-10 3 4' - 0"

3' - 8 "

W-13 1' - 0"

1' - 0"

5' - 6"

7' - 0"

3' - 0" 4' - 0"

W-11

40' - 10"

Excutive 23 12' - 8 29/32"

9' - 0"

13' - 11"

1' - 0"

0' - 6"

2' - 6"

1' - 7"

Open Office

1 0' - 6"

4' - 0"

75' - 4"

0' - 6"

20' - 0"

Atrium

19' - 0"

W-10

20' - 0"

3' - 0"

28 1 A118

19' - 6"

0' - 6"

7' - 1"

6' - 3"

0' - 6"

20 6' - 9"

Conference

19' - 8 5/32"

16' - 10 "

20' - 11"

Support

Toilet 17

6 1' - 0"

8' - 5"

9' - 5"

1' - 3 1/2"

2' - 6"

0' - 8"

4' - 10"

0' - 6"

4' - 4"

0' - 6"

7' - 6"

3.Second Floor Plan 1/4" = 1'-0"

19' - 6"

25' - 8 "

18' - 2"

1 1 A119

0' - 6"

75' - 0"

A117 1 A121

1 6' - 2"

0' - 6"

5' - 7"

13' - 11"

21' - 9"

1' - 0"

10' - 0"

8' - 9"

8' - 3 1/2"

115.5 sft

Excutive Room

115.5 sft

Excutive Room

116.3 sft

Excutive Room

116.3 sft

Excutive Room

139.3 sft

Excutive Room

150.3 sft

Atrium

218.3 sft

Open Office

2681.3 sft

Miami University

Project Name

NET_ZERO, Mixed Use Office Building

TYPE

MATERIAL

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" DOUBLE ENTRY GLASS DOOR 36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29 CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

Address

1E, High Street, Oxford, Ohio -45056

No.

Description

Date

2 Hr Fire rated exterior wall

2 Hr Fire rated Solar exterior wall

2 Hr Fire rated Curtain exterior wall

Metal Framed Brick Screen exterior wall

Generic Interior 6” Wall

Load Bearing wall Wall

Owner

GENERAL NOTES

Toilet

Excutive Room

www.mikarchitects.com

3 A134

9' - 6" 1' - 0"

4' - 10"

116.5 sft

Key Notes

Excutive 11' - 11 29/32"

0' - 6"

3' - 0"

3' - 10" 5' - 0"

30' - 0"

5' - 6 "

0' - 6"

10' - 5"

0' - 6"

30 17

W-14

20' - 0"

0' - 6"

Support

9' - 0"

7' - 6"

56 sft

4' - 0" 0' - 6"

Mechanical Room

0' - 6"

3' - 0"

2' - 6"

4' - 4"

3' - 0"

0' - 6"

9' - 2 "

8' - 7 "

9' - 1"

5' - 11"

56 sft

A118

Excutive

14' - 4 "

Female Toilet

NUMBER Excutive

54' - 0"

1 A137

447.9 sft

DOOR SCHEDULE

4' - 0"

400 sft

Male Toilet

A123

11' - 6"

4' - 6"

2' - 6"

20' - 0"

W-12

A125

conference room

0' - 6"

3' - 0" 4' - 0"

21' - 5"

0' - 6"

13' - 6"

26' - 4"

Excutive

Room 12' - 8 29/32"

W-16

5' - 4"

7' - 10"

21' - 2"

0' - 8"

4' - 8"

20' - 0"

4' - 2"

0' -8"

20' - 0"

---

Second Floor Plan Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A105 Scale

1/4" = 1'-0"

5/3/17 11:49:36 PM

1 High Street Mixed Use B

MIK

ROOM SCHEDULE

A122 3 Elevation 4 - a 75' - 0"

13' - 9"

4' - 8"

7' - 10"

2' - 0"

20' - 0"

18' - 0"

2' - 0"

---

21' - 2"

18' - 0"

2' - 0"

18' - 6"

1' - 0"

0' - 8"

4' - 2"

4' - 0"

3' - 8 "

4' - 11"

W-20

5' - 6"

Room 7' - 0"

20' - 0"

4' - 0"

21' - 5"

Excutive

3' - 0" 4' - 0"

W-17

40' - 10"

12' - 8 29/32"

9' - 0"

13' - 11"

Excutive 35

2' - 6"

1' - 7"

1' - 0"

0' - 6"

54' - 0"

1 A137

Open Office

Mechanical Room

56 sft

Support

116.5 sft

Excutive Room

115.5 sft

Excutive Room

115.5 sft

Excutive Room

116.3 sft

Excutive Room

116.3 sft

Excutive Room

139.3 sft

Excutive Room

150.3 sft

Open Office

218.3 sft

0' - 6"

2' - 6"

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

3' - 0"

0' - 6"

7' - 1"

6' - 3"

0' - 6"

4' - 10"

Support

Toilet

20' - 11"

6' - 9"

Conference

19' - 8 5/32"

16' - 10 "

6 1' - 0"

8' - 5"

9' - 5"

1' - 3 1/2"

2' - 6"

0' - 8"

4' - 10"

0' - 6"

4' - 4"

0' - 6"

7' - 6"

4. Third Floor Plan 1/4" = 1'-0"

19' - 6"

25' - 8 "

18' - 2"

1 1 A119

0' - 6"

75' - 0"

A117 1 A121

1 6' - 2"

0' - 6"

5' - 7"

13' - 11"

21' - 9"

1' - 0"

10' - 0"

8' - 3 1/2"

8' - 9"

Toilet

Description

Date

2 Hr Fire rated exterior wall

2 Hr Fire rated Solar exterior wall

2 Hr Fire rated Curtain exterior wall

Metal Framed Brick Screen exterior wall

Generic Interior 6â&#x20AC;? Wall

Load Bearing wall Wall

Owner

GENERAL NOTES

3 A134

0' - 6"

3' - 0"

3' - 10" 5' - 0"

30' - 0"

5' - 6 "

No.

Key Notes

33 11' - 11 29/32"

10' - 5"

0' - 6"

30 17

0' - 6"

20' - 0"

19' - 6"

9' - 0"

0' - 6"

1E, High Street, Oxford, Ohio -45056

1' - 0"

0' - 6" 4' - 0" 7' - 6"

Address

W-17

2' - 6"

0' - 6"

3' - 0"

9' - 2 "

8' - 7 "

9' - 1"

4' - 4"

Project Name

Excutive 0' - 6"

Miami University

MATERIAL

36"x84" DOUBLE ENTRY GLASS DOOR

5' - 11"

TYPE

9' - 6"

Excutive

14' - 4 "

www.mikarchitects.com

NET_ZERO, Mixed Use Office Building

A118

W-18

4' - 0"

75' - 4"

0' - 6"

20' - 0"

19' - 0"

Atrium

20' - 0"

3' - 0"

39 1 A118

56 sft

NUMBER

4' - 0"

Female Toilet

DOOR SCHEDULE

11' - 6"

4' - 6"

2' - 6"

447.9 sft

A123

W-19

A125

400 sft

Male Toilet

0' - 6"

13' - 6"

26' - 4"

W-21

conference room

0' - 6"

3' - 0"

12' - 8 29/32"

Excutive

1' - 0"

5' - 4"

1' -0"

20' - 0"

---

Second Floor Plan Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A106 Scale

1/4" = 1'-0"

5/3/17 11:49:36 PM

MIK 4' - 8"

70' - 4 1/32"

www.mikarchitects.com Miami University

5' - 4"

5' - 1 5/8"

5' - 3 5/8"

5' - 4"

1' - 0"

6' - 2 15/16"

6' - 4"

6' - 8"

6' - 8 3/16"

20' - 0 3/4"

19' - 1 1/8"

Project Name

NET_ZERO, Mixed Use Office Building

A123

1 A125

Address

6' - 7 13/16"

1E, High Street, Oxford, Ohio -45056

No.

6' - 8"

29' - 1 1/4"

6' - 8"

1 A118

Description

Date

12' - 8 1/2"

13' - 9 31/32"

6' - 8 5/32"

29' - 3 7/16"

Roof Slab

---

Owner

10' - 2 29/32"

8' - 11 9/32"

15' - 9 11/16"

Roof Plan

5 1' - 0 3/4"

8' - 2"

0' - 10"

24' - 11 3/32"

18' - 2"

10' - 0 3/4"

43' - 1 3/32"

6' - 9 15/32"

10' - 1"

16' - 11"

3' - 9 31/32" 1' - 1 1/2"

4' - 10 15/16"

Project Number Date

1 1 A119

A117

Drawn By Checked By

Project Number Issue Date Author Checker

A108

5.Roof Plan 1/4" = 1'-0" Scale

1/4" = 1'-0"

5/3/17 11:49:39 PM

16' - 3 3/16"

20' - 10"

7' - 2 5/16"

6' - 8"

12' - 8 1/2"

6' - 8"

7' - 3 1/2"

0' - 8 13/16"

12' - 8 1/2"

3' - 0"

1' - 10 3/4"

6' - 10"

MIK www.mikarchitects.com 1

A123

A125

A118

---

Miami University 5' - 11"

15' - 0"

5' - 5"

19' - 0"

20' - 11"

1' - 8"

9' - 11“

15' - 0"

3' - 4"

Project Name 2' - 3"

5' - 0"

28' - 1"

7' - 9"

2' - 3"

0' - 11"

20' - 5"

Level 5 50' - 0"

Roof Floor

PV 5’ 2.5’ Solar Modular Wall

NET_ZERO, Mixed Use O ce Building

20' - 0 "

21' - 9"

5.Roof Plan 42' - 3"

14' - 0"

Brick Veneer Exterior Wall

Architecture + ID Floor

Address

1E, High Street, Oxford, Ohio -45056

14' - 0"

12' - 5 "

12' - 6"

49' - 9"

42' - 7”

0' - 6“

4.Third Floor Plan 28' - 3"

Engineer Floor No.

Date

1' - 5“

3.Second Floor Plan 14' - 3"

15' - 0"

15' - 0 9/32"

3' - 3“

5' - 5"

13' - 6"

14' - 0"

1' - 1"

10' - 0"

2' - 6 3/4" 4' - 10"

Restaurant

6' - 0"

8' - 4"

2' - 6"

2' - 5"

Foundation Wall

Description

2.Ground Floor Plan 0' - 3"

3' - 6"

7/8" / 1'-0"

Level 7 -3' - 3"

MIAMI UNIVERSITY

Geo Thermal 1.Basement Structure Plan -11' - 9"

West Elevation 0' - 0"

19' - 4"

8' - 11"

75’-0”

6' - 0”

14' - 5"

Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A109

West 1/4" = 1'-0" Scale

1/4" = 1'-0"

5/5/17 8:56:20 AM

26' - 0"

MIK 1

A119

A117

www.mikarchitects.com

A136

75' - 0"

Miami University

Project Name 20' - 7"

18' - 2"

16' - 11"

7' - 9"

Brick Veneer Wall

20' - 0"

25' - 7"

7' - 9"

8' - 4"

7' - 9"

1' - 0"

20' - 0"

3' - 10"

1' - 0"

7' - 9"

13' - 6"

Level 5 50' - 0"

NET_ZERO, Mixed Use Office Building

Roof Level 5.Roof Plan 42' - 3"

Address Architecture + ID Floor

28' - 0"

Engineering Floor

42' - 5 9/16"

42' - 0"

Load Bearing Wall

1E, High Street, Oxford, Ohio -45056

4.Third Floor Plan 28' - 3"

48â&#x20AC;&#x2122; - 3"

28' - 0"

35' - 9"

Glass Curtain Wall

No.

Description

Date

Glass Curtain Wall 3.Second Floor Plan 14' - 3"

Brick Veneer masonry Wall 8' - 5 "

25' - 7"

8' - 11"

9' - 2"

16' - 11"

3' - 10"

---

14' - 0"

11' - 6"

1' - 0"

Restaurant Floor

25' - 1 "

Level 7 -3' - 3"

MIAMI UNIVERSITY

1.Basement Structure Plan -11' - 9"

South Elevation Project Number Date

South 1/4" = 1'-0"

Drawn By Checked By

Project Number Issue Date Author Checker

A110 Scale

1/4" = 1'-0"

5/10/17 12:29:07 AM

4' - 10 "

3' - 0"

45' - 3 "

3' - 6"

2.Ground Floor Plan 0' - 3" 5' - 2"

3' - 6"

5' - 8 "

6' - 0"

Service Entry

MIK www.mikarchitects.com 1

A117

A119

Miami University E

Project Name

75' - 0 1/32"

20' - 7"

20' - 0"

13' - 6 5/8"

Level 5 50' - 0"

NET_ZERO, Mixed Use Office Building

4 A122

Roof Level

Brick Veneer Wall

5.Roof Plan 42' - 3"

Address Brick Screen Wall

Architecture + Interior Design 1E, High Street, Oxford, Ohio -45056 4.Third Floor Plan 28' - 3"

No.

Description

Date

Engineer Office Curtain Glass Wall 3.Second Floor Plan 14' - 3"

Bick Veneer Insulated wall ---

---

Restaurant Floor

2.Ground Floor Plan 0' - 3"

MIAMI UNIVERSITY

Level 7 -3' - 3"

Geo Thermal

Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A111

North 1/4" = 1'-0"

Scale

1/4" = 1'-0"

5/10/17 12:33:47 AM

North Elevation

1.Basement Structure Plan -11' - 9"

MIK www.mikarchitects.com 5

---

A118

1 A123

Miami University

75' - 4"

9' - 6"

20' - 0"

Project Name

5' - 4"

7' - 9"

Level 5 50' - 0"

NET_ZERO, Mixed Use Office Building

Roof Level 5.Roof Plan 42' - 3"

Brick Veneer Exterior Wall 14' - 0"

75' - 4"

Address

Architecture + ID

1E, High Street, Oxford, Ohio -45056

14' - 0"

50' - 3"

4.Third Floor Plan 28' - 3"

Engineer Floor

No.

Description

Date

14' - 0"

3.Second Floor Plan 14' - 3"

Restaurant Floor

2.Ground Floor Plan 0' - 3" 3' - 0"

Brick Veneer basement Wall

Level 7 -3' - 3"

MIAMI UNIVERSITY

GEO Thermal 1.Basement Structure Plan -11' - 9"

Project Number Date Drawn By

East 1/4" = 1'-0"

Checked By

Project Number Issue Date Author Checker

A112 Scale

1/4" = 1'-0"

5/10/17 12:47:59 AM

East Elevation

MIK 5

A118

A123

75' - 4"

www.mikarchitects.com 0' - 10"

10' - 7 5/32"

9' - 4 27/32"

29' - 1 1/4"

24' - 8 3/4"

0' - 8"

Miami University

6' - 11"

4' - 0" 0' - 2 “ 2' - 10”/4" 0' - 10"

5.Roof Plan 42' - 3"

3' - 3"

1' - 0"

3' - 7"

4' - 3 5/32"

0' - 6"2' - 10 9/32"

8' - 8 17/32"

21' - 0"

5' - 2 7/8"

13' - 9 1/8"

1' - 0" 3' - 5 31/32"1' - 4 1/32"

7' - 0"

4' - 3 5/32"

0' - 6"2' - 8 1/4"

8' - 8 19/32"

21' - 0"

5' - 5 13/16"

13' - 6 9/32"

0' - 11 15/16"3' - 8 1/2" 1' - 1 1/2"

14' - 0"

3' - 10"

8' - 0"

3' - 6"

Engineer Floor

1E, High Street, Oxford, Ohio -45056

3' - 0"

0' - 5 3/16"

63' - 7"

19' - 0"

3.Second Floor Plan 14' - 3" 2' - 0 13/16" 4' - 1"

0' -0'6"- 11"

2' - 9" 0' - 6"

10' - 6 1/2"

0' - 6"

8' - 5 1/2"

19' - 6"

1' - 0"

19' - 0"

1' - 0"

14' - 0"

4' - 6"

Description

Date

Restaurant Floor

2' - 6"

6' - 11"

5' - 0"

No. 11' - 6"

2' - 9 3/4" 11' - 2 1/4"

Curtain Glass Wall

14' - 0"

Drop Ceiling Level

Address

2' - 6"

0' - 6"

11' - 0"

2' - 5 25/32"

2' - 9 3/4"

4.Third Floor Plan 28' - 3"

5' - 2"

11' - 2 1/4"

14' - 0"

Curtain Glass Wall

NET_ZERO, Mixed Use Office Building

Architecture + ID 35' - 9"

11' - 2 1/4"

4' - 6"

Drop Ceiling Level

Project Name

14' - 10"

2' - 10 9/32"

21' - 9"

Drop Ceiling Level

6' - 11"

7' - 8 15/32"

Level 5 50' - 0"

1' - 9 3/4"

2.Ground Floor Plan 0' - 3"

1' - 10"

1' - 4" 0' - 6"

13' - 10"

10' - 2 1/4"

12' - 0"

Level 7 -3' - 3"

1.Basement Structure Plan -11' - 9"

MIAMI UNIVERSITY

-13' - 7" 9' - 6"

20' - 0"

5' - 5 19/32"

Section 01 Date

Section 1 1/4" = 1'-0"

Drawn By Checked By

Project Number Issue Date Author Checker

A113 Scale

1/4" = 1'-0"

5/10/17 1:20:32 AM

Project Number

MIK www.mikarchitects.com E

Miami University

75' - 0"

20' - 7"

20' - 0"

13' - 6 "

Project Name Level 5 50' - 0"

2' - 0 3/16"

6' - 1 3/16"

8' - 7"

Drop Ceiling Level

12' - 0 3/32"

0' - 7 “

3' - 4 "

3' - 7"

1' - 0"

19' - 0"

1' - 0"

19' - 0"

1' - 0"

7' - 8 5/8"

0' - 8"

Address

5' - 4"

6' - 11"

1' - 0"

2' - 5"

6' - 8"

11' - 2 "

Architecture + ID

2' - 3 “ 0' - 6"

4.Third Floor Plan 28' - 3"

14' - 0"

---

1' - 0"

11' - 11 "

0' - 6" 3' - 4 "

3' - 6"0' - 3 15/32" 1' - 0"

19' - 0"

1' - 0"

12' - 0 "

14' - 4 "

1' - 11 "

1E, High Street, Oxford, Ohio -45056

Drop Ceiling Level at 12' Atrium

5' - 3 1/2"

11' - 2 “

Engineer Floor

NET_ZERO, Mixed Use Office Building

5.Roof Plan 42' - 3"

6' - 4 3/4"

21' - 9"

1' - 9 1/4"

10' - 6 "

Solar Panel

No. 2' - 3 3/4"0' - 6"

Drop Ceiling Level at 12' 6' - 0"

0' - 6"

3' - 10"

5' - 11 "

1' - 0"

5' - 4 "

3' - 10"

0' - 6"

6' - 3"

10' - 5 "

1' - 11 "0' - 5 1/4" 4' - 10 "

11' - 2 1/4"

14' - 0"

Date

3.Second Floor Plan 14' - 3"

3' - 8 19/32"

5' - 2"

5' - 8 "

6' - 0"

1' - 3 3/4" 0' - 6"

Restaurant Floor

Description

2.Ground Floor Plan 0' - 3"

10' - 2 1/4"

36” x 36”x 16” Foundation

12' - 0"

Level 7 -3' - 3"

19' - 7"

1' - 0"

19' - 0"

1' - 0"

17' - 0"

1' - 10 " 1' - 0"

3' - 11 "

4' - 4"

3' - 6"

MIAMI UNIVERSITY

0' - 7" 1' -

1.Basement Structure Plan -11' - 9"

Drain Pipe

-13' - 7 17/32"

Section 02 Earth Surface Section 2 1/4" = 1'-0"

Project Number Date Drawn By Checked By

1 A136

A117

A119

Project Number Issue Date Author Checker

A114 Scale

1/4" = 1'-0"

5/10/17 2:01:23 AM

MIK 1

A123

A118

---

5' - 4"

20' - 0"

5' - 4"

20' - 0"

20' - 0 "

www.mikarchitects.com 5

20' - 0"

Miami University

10' - 0"

29' - 6 "

Project Name

20' - 4 "

7' - 9"

6' - 11"

NET_ZERO, Mixed Use Office Building

5.Roof Plan 42' - 3"

0' - 6"

13' - 10"

1' - 5 "

3' - 6"

0' - 63" "

29' - 4 "

20' - 0"

3' - 0"

5' - 4"

Address

14' - 0"

8' - 0"

14' - 0"

21' - 9"

7' - 10"

3' - 10"

7' - 9"

6' - 11"

Level 5 50' - 0"

14' - 0"

2' - 9 3/4"

3' - 0"

1E, High Street, Oxford, Ohio -45056

8' - 0"

14' - 0"

0' - 6"

13' - 6 "

1' - 11 "

3' - 10 "

20' - 0"

9' - 1 19/32"

20' - 0 "

No.

Description

Date

3' - 0"

6' - 8"

4' - 3"

63' -6"

14' - 0"

4' - 3 "

49' - 9"

4.Third Floor Plan 28' - 3"

4' - 5 "

4' - 2 "

15' - 2 "

20' - 11 "

9' - 0 "

21' - 0"

Drop Ceiling Level at 12'

20' - 0"

6' - 8 "

1' - 4 "

11' - 2 1/4"

14' - 0"

6' - 9"

2' - 9 3/4"

0' - 6"

3.Second Floor Plan 14' - 3"

MIAMI UNIVERSITY

6' - 8"

13' - 10"

10' - 2 1/4"

12' - 6"

Level 7 -3' - 3"

1.Basement Structure Plan -11' - 9"

1' - 0"

4' - 0"

20' - 0"

18' - 7 21/32"

10' - 3 "

Section 03

1' - 0"

Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A115

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

Scale

1/4" = 1'-0"

5/10/17 2:39:40 AM

1' - 4"

13' - 10"

4' - 10"

1' - 9 3/4"

0' - 6"

2.Ground Floor Plan 0' - 3"

CODENOTES

73' - 0 "

12' - 10 "

40' - 0"

17' - 10 "

10' - 0"

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan 20' - 1 1 "

10' - 0"

www.mikarchitects.com

10' - 0"

5' - 1 "

Miami University 19' - 10 "

2' - 6"

3' - 6 "

9' - 8"

9' - 3 " 10' - 0"

3' - 11 1/16"

2' - 6"

3' - 6"

10' - 0"

3' - 11"

2' - 6"

3' - 6 "

5' - 1"

5' - 2"

5' - 2 "

3' - 11 "

Project Name

4' - 6"

5' - 4 3/4"

4' - 6"

4' - 8 "

17' - 10 "

14' - 4 "

15' - 0"

NET_ZERO, Mixed Use Office Building

30' - 0"

64' - 5"

15' - 0"

20' - 0"

39' - 6"

20' - 0"

30' - 0"

Address 2

1E, High Street, Oxford, Ohio -45056

1 A118

20' - 10"

A118

10' - 0"

4' - 9 "

10' - 0"

4' - 9 "

11' - 11 "

10' - 0"

5' - 1 "

Date

13' - 5 1/2"

22' - 9 "

17' - 8 "

19' - 9"

26' - 6 31/32"

20' - 3"

13' - 5 1/2"

0' - 6"

13' - 8"

17' - 9 "

Description

4' - 6"

5' - 0"

4' - 6"

No.

10' - 6 " 4' - 0"

1' - 6"

5' - 8 "

MIAMI UNIVERSITY

4 4' - 2"

3' - 8"

5' - 2 "

3' - 8"

0' - 6"

5' - 4"

5' - 0"

9' - 8 " 9' - 9 "

9' - 6"

9' - 0 "

8' - 11"

10' - 11 "

7' - 5"

1 A117 15' - 2 "

7' - 5"

20' - 6"

10' - 2 "

19' - 7 "

1. Indoor air-film 2. Roof waterproofing 3. 150mm concrete slab 4. Pink@ Sound Stop HD 5. Unventilated air Space 6. Building Blanket 7. 10mm standard plasterboard 8. Indoor air-film

1 72' - 11 "

2.Ground Floor Plan Copy 1 1/4" = 1'-0"

Unnamed Project Number Date Drawn By Checked By

A136

Project Number Issue Date Author Checker

A116

Drop Ceiling Detail 1/4" = 1'-0" Scale

1/4" = 1'-0"

5/10/17 3:15:58 AM

14' - 8 1/2"

29' - 2"

9' - 9 3/32"

13' - 6 5/8"

20' - 0"

MIK

20' - 0"

20' - 7"

47' - 1 "

www.mikarchitects.com

12' - 0"

4' - 3"

19' - 6 "

3' - 9 "

21' - 0 " 3' - 9"

19' - 0 " 4' - 5"

9' - 1"

3' - 9 "

Miami University

Project Name

NET_ZERO, Mixed Use Office Building

11' - 6"

19' - 8 "

20' - 1"

24' - 3"

0' - 6"

8' - 0"

11' - 9 "

12' - 10 "

19' - 6 "

21' - 0 3/8"

19' - 6 "

12' - 6"

8' - 3 1/32"

4' - 8 11/32"

8' - 1"

0' - 6"

7' - 1 "

12' - 5 "

1E, High Street, Oxford, Ohio -45056

9' - 6"

26' - 6"

41' - 0"

40' - 6"

Address

1 A118

No.

Description

Date

0' - 6"

6' - 6"

9' - 6"

20' - 0"

20' - 2"

0' - 6"

1 A118

7' - 6 3/32"

28' - 6 "

7' - 1 "

9' - 6"

12' - 5 "

0' - 6"

11' - 11 "

0' - 6"

11' - 11 "

9' - 9"

7' - 1 1/32"

19' - 11 21/32"

6" 5' -

A117

1. Indoor air-film 2. Roof waterproofing 3. 150mm concrete slab 4. Pink@ Sound Stop HD 5. Unventilated air Space 6. Building Blanket 7. 10mm standard plasterboard 8. Indoor air-film

2nd Floor Reflected Ceiling Plan Project Number Date Drawn By Checked By

A136

A117

A119

3.Second Floor Plan Copy 1 1/4" = 1'-0"

Project Number Issue Date Author Checker

Drop Ceiling Detail 1/4" = 1'-0" Scale

1/4" = 1'-0"

5/10/17 3:33:52 AM

3' - 0 "

8' - 8"

9' - 5"

MIAMI UNIVERSITY

1 1

0' - 6"

10' - 6 "

19' - 6"

7' - 7â&#x20AC;?

0' - 6"

16' - 10 "

11' - 1"

10' - 0"

0' - 6" 5' - 4"

7' - 1 "

9' - 2 "

4' - 4"

11' - 10 "

9' - 7 " 20' - 10"

21' - 0 "

9' - 2 "

12' - 6 "

9' - 1 "

20' - 1 "

13' - 6 5/8"

20' - 0"

MIK

20' - 0"

20' - 7"

47' - 1 "

www.mikarchitects.com

12' - 0"

4' - 3"

19' - 6 "

3' - 9 "

21' - 0 " 3' - 9"

19' - 0 " 4' - 5"

9' - 1"

3' - 9 "

Miami University

Project Name

NET_ZERO, Mixed Use Office Building

11' - 6"

19' - 8 "

20' - 1"

24' - 3"

0' - 6"

8' - 0"

11' - 9 "

12' - 10 "

19' - 6 "

21' - 0 3/8"

19' - 6 "

12' - 6"

8' - 3 1/32"

4' - 8 11/32"

8' - 1"

0' - 6"

7' - 1 "

12' - 5 "

1E, High Street, Oxford, Ohio -45056

9' - 6"

26' - 6"

41' - 0"

40' - 6"

Address

1 A118

No.

Description

Date

0' - 6"

6' - 6"

9' - 6"

20' - 0"

20' - 2"

0' - 6"

1 A118

7' - 6 3/32"

28' - 6 "

7' - 1 "

9' - 6"

12' - 5 "

0' - 6"

11' - 11 "

0' - 6"

11' - 11 "

9' - 9"

7' - 1 1/32"

19' - 11 21/32"

6" 5' -

A117

1. Indoor air-film 2. Roof waterproofing 3. 150mm concrete slab 4. Pink@ Sound Stop HD 5. Unventilated air Space 6. Building Blanket 7. 10mm standard plasterboard 8. Indoor air-film

2nd Floor Reflected Ceiling Plan Project Number Date Drawn By Checked By

A136

A118

A119

3.Second Floor Plan Copy 1 1/4" = 1'-0"

Project Number Issue Date Author Checker

Drop Ceiling Detail 1/4" = 1'-0" Scale

1/4" = 1'-0"

5/10/17 3:33:52 AM

3' - 0 "

8' - 8"

9' - 5"

MIAMI UNIVERSITY

1 1

0' - 6"

10' - 6 "

19' - 6"

7' - 7â&#x20AC;?

0' - 6"

16' - 10 "

11' - 1"

10' - 0"

0' - 6" 5' - 4"

7' - 1 "

9' - 2 "

4' - 4"

11' - 10 "

9' - 7 " 20' - 10"

21' - 0 "

9' - 2 "

12' - 6 "

9' - 1 "

20' - 1 "

CODENOTES

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com Miami University 1

Project Name

1 A123

NET_ZERO, Mixed Use Office Building

Address

Net Zero- GeoThermal Well Space

1 A118

1E, High Street, Oxford, Ohio -45056

1 A118

No.

Description

Date

18' - 4 1/32"

19' - 9 3/16"

73' - 0 11/32"

28' - 11 1/4"

18' - 4 1/32"

17' - 4 13/16"

0' - 5 5/8"

19' - 3 3/16"

20' - 7 23/32"

MIAMI UNIVERSITY

10' - 1 19/32"

8' - 5"

17' - 4 13/16"

1 1

1. Indoor air-film 2. Roof waterproofing 3. 150mm concrete slab 4. Pink@ Sound Stop HD 5. Unventilated air Space 6. Building Blanket 7. 10mm standard plasterboard 8. Indoor air-film

A117

Project Number Date Drawn By

A119

1.Basement Reflected Ceiling Plan 1 1/4" = 1'-0"

Basement Reflected Ceiling Plan

Drop Ceiling Detail

Checked By

Project Number Issue Date Author Checker

A119

1/4" = 1'-0"

Scale

1/4" = 1'-0"

5/10/17 3:49:55 AM

6' - 10"

0' - 5 5/8"

8' - 5"

CODENOTES A

40' - 0"

4' - 6 "

10' - 0"

20' - 0"

10' - 0"

5' - 0"

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

60' - 0"

www.mikarchitects.com

0' - 6"

2' - 6"

Miami University

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

2' - 10"

2' - 10 "

0' - 10”

3' - 6 "

10' - 0"

3' - 11 "

6' - 0"

7' - 6"

2' - 6"

7' - 6"

5' - 3"

4' - 6"

4' - 8 1/4"

3' - 11 1/16"

2' - 6"

13' - 6 "

3' - 11 "

2' - 6"

3' - 6 "

5' - 3"

NET_ZERO, Mixed Use Office Building

6' - 10"

17' - 10 "

Project Name

10' - 2 1/8"

7' - 7 13/32"

3' - 8 "

5' - 2"

2' - 6"

Address 2

5' - 0"

3' - 11 "

2' - 6"

6' - 3 "

6' - 3 3/4"

3' - 6 "

10' - 0"

3' - 11 "

2' - 6"

3' - "

5' - 2"

1E, High Street, Oxford, Ohio -45056

1' - 8 1/4"

2' - 6"

6' - 3 "

20' - 0"

20' - 0" 3' - 11 "

9' - 10 "

5' - 4 "

2' - 9 " 5' - 2 " 6' - 3 "

11' - 11"

10' - 0"

5' -6"

9' - 7 27/32"

5' - 3"

10' - 3 "

3' - 10 "

6' - 10 25/32"

14' - 0"

5' - 11 "

10' - 0"

5' - 11 "

4' - 7 "

5' - 4 "

2' - 9"

5' - 0"

10' - 0"

5' - 0"

10' - 0"

No.

5' - 1 13/32"

Description

Date

5' - 6"

3' - 7 "

5' - 0 "

4' - 3" 13' - 8"

5' - 0"

20' - 0"

3' - 4 "

5' - 5 "

1 A118

3' - 3"

1 A118

9' - 9

10' - 2 "

10' - 2"

9' - 11" 4' - 6"

10' - 2"

10' - 2 "

7' - 4 "

8' - 11 "

6' - 5" 6' - 2 "

0' - 6"

2' - 6"

3' - 7 "

T 5 Down Light

4' - 0"

5' - 7 "

6' - 3 "

4 2' - 8"

1' - 9" 0' - 6"

Square Supply Return -

Square Supply Return Shaft Round Supply Diffusier Shaft 1

Ground Floor Mechanical Plan 1/4" = 1'-0"

Project Number Date

A117

A119

Ground Floor Mechanical Plan

Round Supply Diffusier

2' - 9 "

4' - 5 "

2' - "

---

1 1

MIAMI UNIVERSITY

Down Light

Drawn By Checked By

A136

Project Number Issue Date Author Checker

A120 Scale

1/4" = 1'-0"

5/10/17 4:07:37 AM

2' - 8"

3' - 9"

9' - 5"

3' - 8"

4' - 5 "

3' - 4 "

1' - 6 "

Emergency Light

5' - 1"

6' - 3 "

4' - 8 3/32"

3' - 5 "

6' - 6"

2' - 11"

4' - 4"

0' - 6" 5' - 9"

3' - 11"

5' - 9"

1' - 8 "

8' - 1 " 6' - 9"

5' - 1"

6' - 11"

3' - 3"

3' - 8 "

16' - 9 "

5' - 5”

9' - 9 "

6' - 9"

7' - 11 "

18' - 3 "

6' - 11"

4' - 9"

4' - 7 "

4' - 8 "

10' - 2 "

2' - 3"

5' - 0"

6' - 9 "

CODENOTES A

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com

12' - 9 "

2' - 11 "

21' - 0 "

3' - 10 1/32"

5' - 6"

7' - 8 "

0' - 1" 2' - 6" 5' - 3"

9' - 2"

Project Name

8' - 0"

7' - 5 "

7' - 5"

6' - 9 "

3' - 9 "

2' - 6 "

Miami University

32' - 4 "

8' - 3 1/32"

4' - 8 "

8' - 1"

19' - 6 "

8' - 11 "

6' - 0"

7' - 0 "

2' - 11 "

8' - 3 "

4' - 8 "

8' - 1"

3' - 3"

NET_ZERO, Mixed Use Office Building

3' - 10 1/32"

5' - 6"

7' - 8 "

2' - 6"

5' - 5 "

7' - 5 "

12' - "

12' - 2 "

4' - 0"

11' - 5"

2' - 11 21/32"

8' - 3 1/32"

4' - 8 11/32"

8' - 1"

2' - 9"

3' - 9"

1' - 9"

3' - 4 "

8' - 2 "

1E, High Street, Oxford, Ohio -45056

2' - 0"

2' - 9"

1 A118

3' - 3 "

2' - 11 "

8' - 3 "

2' - 4 "

2' - 3 "

8' - 1"

No.

Description

Date

3' - 10 1/32"

6' - 0"

7' - 2 "

2' - 6" 3' - 3"

6' - 3 23/32"

6' - 6"

16' - 1 "

13' - 12"

4' - 6"

12' - 6"

2' - 3"

20' - 8"

A118

5' - 0"

9' - 6 3/4"

11' - 6 "

13' - 0"

26' - 6"

3' - 3 "

Address

9' - 3 "

2' - 9"

5' - 5 "

3' - 3"

Emergency Light

5' - 8 "

10' - 7"

MIAMI UNIVERSITY

2' - 3"

Down Light

14' - 0"

Square Supply Return

Second Floor Mechanical Plan

Round Supply Diffusier 5

Square Supply Return Shaft

Project Number Date

Round Supply Diffusier Shaft

Drawn By Checked By

Second Floor Mechanical Plan 1/4" = 1'-0" 1

1 A117

Project Number Issue Date Author Checker

A121

1 A136

A119

Scale

1/4" = 1'-0"

5/10/17 4:49:08 AM

5' - 0" 1' - 10 "

1' - 10 7/8"

10' - 0"

2' - 7 "

5' - 0 "

8' -6"

1' - 10"

7' - 7 " 9' - 3 "

20' - 0"

19' - 2"

3' - 11" 2' - 3"

1' -10"

7' - 6 3/32"

3' - 11"

5' - 4"

T 5 Down Light

1' - 9 "

2' - 4â&#x20AC;? 1' - 9"

1' - 9"

4' - 10"

1' - 9"0' -1'6"- 11 "

1' - 7 "

2' - 2 "

14' - 7 "

3' - 3 "

2' - 1 1/4" 7' - 2" 5' - 9"

2' - 3" 21' - 1"

14' - 3 "

4' - 6"

17' - 3 " 4' - 8 "

11' - 4 "

5' - 0"

5' - 3"

2' - 3"

CODENOTES A

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com

12' - 9 "

2' - 11 "

21' - 0 "

3' - 10 1/32"

5' - 6"

7' - 8 "

0' - 1" 2' - 6" 5' - 3"

9' - 2"

Project Name

8' - 0"

7' - 5 "

7' - 5"

6' - 9 "

3' - 9 "

2' - 6 "

Miami University

32' - 4 "

8' - 3 1/32"

4' - 8 "

8' - 1"

19' - 6 "

8' - 11 "

6' - 0"

7' - 0 "

2' - 11 "

8' - 3 "

4' - 8 "

8' - 1"

3' - 3"

NET_ZERO, Mixed Use Office Building

3' - 10 1/32"

5' - 6"

7' - 8 "

2' - 6"

5' - 5 "

7' - 5 "

12' - "

12' - 2 "

4' - 0"

11' - 5"

2' - 11 21/32"

8' - 3 1/32"

4' - 8 11/32"

8' - 1"

2' - 9"

3' - 9"

1' - 9"

3' - 4 "

8' - 2 "

1E, High Street, Oxford, Ohio -45056

2' - 0"

2' - 9"

1 A118

3' - 3 "

2' - 11 "

8' - 3 "

2' - 4 "

2' - 3 "

8' - 1"

No.

Description

Date

3' - 10 1/32"

6' - 0"

7' - 2 "

2' - 6" 3' - 3"

6' - 3 23/32"

6' - 6"

16' - 1 "

13' - 12"

4' - 6"

12' - 6"

2' - 3"

20' - 8"

A118

5' - 0"

9' - 6 3/4"

11' - 6 "

13' - 0"

26' - 6"

3' - 3 "

Address

9' - 3 "

2' - 9"

5' - 5 "

3' - 3"

Emergency Light

5' - 8 "

10' - 7"

MIAMI UNIVERSITY

2' - 3"

Down Light

14' - 0"

Square Supply Return

Second Floor Mechanical Plan

Round Supply Diffusier 5

Square Supply Return Shaft

Project Number Date

Round Supply Diffusier Shaft

Drawn By Checked By

Second Floor Mechanical Plan 1/4" = 1'-0" 1

1 A117

Project Number Issue Date Author Checker

A122

1 A136

A119

Scale

1/4" = 1'-0"

5/10/17 4:49:08 AM

5' - 0" 1' - 10 "

1' - 10 7/8"

10' - 0"

2' - 7 "

5' - 0 "

8' -6"

1' - 10"

7' - 7 " 9' - 3 "

20' - 0"

19' - 2"

3' - 11" 2' - 3"

1' -10"

7' - 6 3/32"

3' - 11"

5' - 4"

T 5 Down Light

1' - 9 "

2' - 4â&#x20AC;? 1' - 9"

1' - 9"

4' - 10"

1' - 9"0' -1'6"- 11 "

1' - 7 "

2' - 2 "

14' - 7 "

3' - 3 "

2' - 1 1/4" 7' - 2" 5' - 9"

2' - 3" 21' - 1"

14' - 3 "

4' - 6"

17' - 3 " 4' - 8 "

11' - 4 "

5' - 0"

5' - 3"

2' - 3"

4' - 8"

CODENOTES

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

70' - 6"

www.mikarchitects.com

1' - 0"

5' - 4"

Miami University 1

20' - 0 "

19' - 1 "

1/4” Per 12”

Project Name

1 A123

NET_ZERO, Mixed Use Office Building

3 A123

Address

2 1/4” Per 12”

1/4” Per 12”

1E, High Street, Oxford, Ohio -45056

0' - 8 "

1/4” Per 12”

Roof Slab

20' - 10"

3' - 10"

1/4” Per 12”

---

10' - 2 29/32"

16' - 3 "

5 1' - 0 "

8' - 5"

0' - 10"

18' - 11 "

24' - 2"

10' - 0 "

43' - 0"

1 1 A119

5.Roof Plan 1 1/4" = 1'-0"

A117

6' - 9 "

10' - 0"

17' - 0"

3' - 10"

4' - 10 "

1' - 0"

GENERALNOTES 1 3/16" = 1'-0" ROOF PLAN 1) See specification for detailed description of roofing system . 2) See structural drawing . 3) Not all roof penetrations are shown in the drawing. It shoul be the roof contractors responsible to review MEP drawings for extent of penetrations and include them in the scope of work. 4) All roof penetrations and flashing shall be the responsibility of the roof contractor . 5)All roof penetrations shall be the responsibility of each requiring contractorc . 6) Roofing contractor shall provide shelf adhered sheet underlayment of minimum 24" wide around all MEP penetration in roof. 7) Roofing contractor to provide tapered insulation cricket on uphill side of all roof curbs if required 8) All materials stored on roof are to be covered and weighted down at the end of each work day 9) For EPDM roofing , see typical details . 10) Provide insulation at all mechanical equipemnet curbs 11) All crickets insulation to be 1/4" ft min U.O.N. 12) For equipment ,piping supports and penetrations and ductwork above the roof refer to mechanical and electrical contractors and to be installed by roofing contractor

No.

Description

Date

MIAMI UNIVERSITY Roof Slop Plan Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A128 Scale

1/4" = 1'-0"

5/10/17 5:24:09 AM

29' -0"

1/4” Per 12”

A118

CODENOTES

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com Miami University 1

Project Name

NET_ZERO, Mixed Use Office Building

Address

A118

1E, High Street, Oxford, Ohio -45056

No.

Description

Date

T 5 Down Light 4

Emergency Light -

Down Light

---

Square Supply Return

A117

A119

Project Number

2.Ground Floor Plan 1/4" = 1'-0"

A136

Square Supply Return Shaft

Date Drawn By Checked By

A124

Round Supply Diffusier Shaft

Scale

Issue Date Author Checker

1/4" = 1'-0"

5/12/17 9:46:03 AM

Ground Floor Reflected Ceiling Plan Project Number

Round Supply Diffusier

1 1

MIAMI UNIVERSITY

MIK

CODENOTES

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com Miami University

Project Name 1

NET_ZERO, Mixed Use Office Building

Address 2

1E, High Street, Oxford, Ohio -45056 1

A118

No.

Description

Date

T 5 Down Light

Emergency Light 4

MIAMI UNIVERSITY

Down Light Square Supply Return

Second Floor Reflected Ceiling Plan Project Number

Round Supply Diffusier 5

Project Number Date Drawn By

3.Second Floor Plan 1/4" = 1'-0"

1 1

A117

Round Supply Diffusier Shaft

Checked By

A125

A136

A119

Scale

Issue Date Author Checker

1/4" = 1'-0"

5/12/17 9:49:23 AM

Square Supply Return Shaft

CODENOTES A

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com Miami University

Project Name 1

NET_ZERO, Mixed Use Office Building

Address 2

1E, High Street, Oxford, Ohio -45056 1

A118

No.

Description

Date

T 5 Down Light

Emergency Light 4

MIAMI UNIVERSITY

Down Light Square Supply Return

Second Floor Reflected Ceiling Plan Project Number

Round Supply Diffusier

Project Number Date Drawn By Checked By

3.Second Floor Plan 1/4" = 1'-0"

1 1

A117

A126

Round Supply Diffusier Shaft

A136

A119

Scale

Issue Date Author Checker

1/4" = 1'-0"

5/12/17 9:49:23 AM

Square Supply Return Shaft

CODENOTES

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com Miami University 1

Project Name

1 A123

NET_ZERO, Mixed Use Office Building

Address

Net Zero- Geo Thermal Well Space

1 A118

1E, High Street, Oxford, Ohio -45056

1 A118

No.

Description

Date

24' - 10"

19' - 9 "

18' - "

73' - 0"

8' - 5"

6' - 10"

17' - 4 "

0' - 6"

19' - 3 "

20' - 7 "

0' - 6â&#x20AC;?"

T 5 Down Light 4

MIAMI UNIVERSITY

Emergency Light Down Light

4' - 2"

17' - 4 "

Basement ME Ceiling Plan

Square Supply Return Round Supply Diffusier

Project Number Date

1 1 A119

1.Basement Reflected Ceiling Plan 1/4" = 1'-0"

A117

Square Supply Return Shaft

Drawn By Checked By

Project Number Issue Date Author Checker

A123

Round Supply Diffusier Shaft Scale

1/4" = 1'-0"

5/10/17 3:49:55 AM

10' - 1 1 "

10' - 1 "

8' - 5"

20' - 0"

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

20' - 7"

www.mikarchitects.com Miami University

5' - 0"

3' - 6"

5' - 0"

1' - 0"

13' - 6"

MIK

CODENOTES

75' - 0"

1' - 0"

20' - 0"

19' - 0"

Project Name

W 14”X 20’ Steel Beam I Joist

A123

NET_ZERO, Mixed Use O ce Building

3 A123

1' - 0"

12' - 4 5/8"

1' - 0"

19' - 0"

1' - 0"

19' - 0"

1' - 0"

19' - 7"

-0

8" 3/

W 14”X 20’ Steel Beam I Joist

74' - 6"

72' - 11 1/4"

20' - 0" 75' - 11"

20' - 0"

1 A118

19' - 0"

Structural steel frame (beams and columns) and miscellaneous members to conform to ASTM A992, 50 ksi. Bolts to conform to either ASTM A307 or A325. Painting to consist of 1-coat of rustinhibitive primer.

1' - 0 23/32"

A118

Address

W 14”X 20’ Steel Beam I Joist

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

1' - 0"

1E, High Street, Oxford, Ohio -45056

No.

Description

Date

# 5 bar

W 14”X 20’ Steel Beam I Joist

20' - 0"

17' - 8 27/32"

18' - 2 27/32"

73' - 0 11/32"

W 14”X 20’ Steel Beam I Joist

W 14”X 20’ Steel Beam I Joist 8' - 5"

6' - 10"

17' - 1 5/8"

1' - 0"

19' - 0"

1' - 0"

19' - 7"

1' - 0"

Slayer 5/8” Fire rated

9' - 6"

10' - 8 13/32"

W 6 x 54 Steel Column

MIAMI UNIVERSITY

Steel Plate in Corner ---

1' - 0"

8' - 5"

6' - 10"

17' - 7 "

20' - 0"

75' - 0 "

20' - 1 "

Structural Plan

1' - 0"

W 14”X 20’ Steel Beam I Joist

Project Number Date Drawn By Checked By

1.Basement Structure Plan 1 1/4" = 1'-0"

A129

1 1

Project Number Issue Date Author Checker

A117

A119

Scale

1/4" = 1'-0"

5/10/17 5:51:15 AM

10' - 8 13/32"

CODENOTES

75' - 0"

20' - 0" 1' - 0"

20' - 0"

19' - 0"

1' - 0"

19' - 0"

20' - 7" 1' - 0"

19' - 7"

0' - 6"

19' - 0"

1' - 0"

19' - 0"

W 14”X 20’ Steel Beam I Joist

1' - 0"

19' - 7"

NET_ZERO, Mixed Use O ce Building

1' - 0 13/32"

-3

“

W 14”X 20’ Steel Beam I Joist 53' - 2"

Address

1' - 0" 3'

Project Name

1E, High Street, Oxford, Ohio -45056

W 14”X 20’ Steel Beam I Joist

75' - 0"

19' - 9 3/4"

Miami University

19' - 0"

W 14”X 20’ Steel Beam I Joist

19' - 0"

20' - 0"

19' - 0"

Open Floor

19' - 0"

W 14”X 20’ Steel Beam I Joist

1' - 0"

1' - 0" 24' - 8"

12' - 4 5/8"

W 14”X 20’ Steel Beam I Joist

19' - 0"

21' - 5"

W 14”X 20’ Steel Beam I Joist

www.mikarchitects.com

1' - 0"

4' - 2"

12' - 4 "

4' - 2"

13' - 6 " 1' - 0"

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

1' - 0"

70' - 5"

36"x36"x16" FOOTING W/ (4) #5 RE -BAR EACH WAY (BOTTOM) SET 30" MIN. BELOW GRADE

No.

Description

Date

W 14”X 20’ Steel Beam I Joist

29' - 2"

W 14”X 20’ Steel Beam I Joist

Slayer 5/8” Fire rated W 6 x 54 Steel Column

8' - 5"

Steel Plate in Corner

MIAMI UNIVERSITY

25' - 7"

38' - 11 "

75' - 0"

Structural Plan 3rd Floor

1' - 0"

W 14”X 20’ Steel Beam I Joist

Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A130

4.Third Floor Plan 1/4" = 1'-0" Scale

1/4" = 1'-0"

5/10/17 6:19:13 AM

1' - 0"

9' - 6"

8' - 8"

1' - 0"

1' -1'0"- 3 5/32"

30' - 0"

19' - 0"

17' - 8 27/32"

# 5 bar

CODENOTES

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

21' - 0 " 3' - 10"

5' - 9 "

0' - 10"

5' - 8 "

3' - 10"

0' - 6"

1' - 9 "

3' - 10"

Miami University

2' - 6"

3' - 0 23/32"

2' - 0 "

7' - 11"

9' - 6 "

0' - 6"

7' - 4"

2' - 3"

0' - 10"

2' - 6"

2' - 3"

7' - 3 "

Water Closet

Toilet Res - Callout 1 1/2" = 1'-0"

Grab Bar

Paper towel Dispenser

Sanitary Dispenser

A117

Grab Bar

No.

Description

Date

2' - 3 3/4"

2' - 3 21/32"

3.Second Floor Plan 14' - 3"

25ga. 3 5/8" Metal Top Track

4"x20 Gage Studs @ 16" O.C., Extend To Roof Deck

6"x20 Gage Studs @ 16" O.C., Extend To Roof Deck Refer To A108 For 2hr -Fire Rated Wall Detail

4" Batt Insulation

6" Batt Insulation

2' - 6"

1' - 5 1/2"

0' - 7" 1' - 0" 0' - 10 1/2"

6"x12 Gage Metal Track Bolted To Fdn W/ 1/2"diam. Anchor Bolt @ 24" O.C. And At All Corners

6" Concrete Floor Slab, 3000 Psi W / 6x6 - W 1.4x1.4 Mesh

2.Ground Floor Plan 0' - 3" 2' - 7"

2' - 11"

1/2" Gypsum Board On Both Sides

Project Number 25ga. 3 5/8" Metal Runner, Pow er Driven To Concrete Slab @ 24" O.C.

Date

Checked By

Elevation 2 - a 1/2" = 1'-0"

6" Interior Wall Section 3/4" = 1'-0"

Project Number Issue Date Author Checker

A131

5' - 0"

5' - 2"

Elevation 3 - a 1/2" = 1'-0"

Toilet Plan Typical

Drawn By

2' - 5"

2' - 5 25/32"

25ga. 3 5/8" Metal Studs @ 16" O.C.

Batt Insulation W here Sound Barrier Required 4"x12 Gage Metal Track Bolted To Fdn W/ 1/2"diam. Anchor Bolt @ 24" O.C. And At All Corners

MIAMI UNIVERSITY

10" Interior Wall Section 3/4" = 1'-0" Scale

1/2" = 1'-0"

5/7/17 2:58:39 AM

(2) 5/8" Gypsum Boards Refer To A109 For 2hr Fire Rated Wall Detail

6' - 8" 1' - 0" 1' - 5 1/2"

2' - 3"

Elevation 1 - a 1/2" = 1'-0"

(2) 5/8" Gypsum Boards Refer To A109 For 2hr Fire Rated Wall Detail

13' - 6"

12' - 0 1/2"

13' - 6"

8' - 9 7/16"

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

1' - 10 1/2" 0' - 8 1/2" 1' - 8 1/2"

2' - 7"

3' - 2 1/2"

1' - 6"

11' - 0"

8' - 6 1/2"

5' - 2 1/2"

5' - 4 3/4"

0' - 2 1/4"

Drop Ceiling Level

3' - 0 23/32"

1E, High Street, Oxford, Ohio -45056

Furniture 1/2" = 1'-0"

3’ - 0”

1’-6”

Address 3’-4”

-6

Partition Wall 2’-9”

3' - 0"

1’-4”

A120

NET_ZERO, Mixed Use Office Building

Sanitary Dispenser

Soap Dispenser

5' - 0"

1' - 0"

0' - 6" 1' - 2"

2' - 9 "

5' - 0"

-6

2' - 3"

Elevation 2 - a

2'4 -Elevation 3" 3-a

5' - 0"

3' - 8"

A120

2' - 11"

0' - 6"

3’-4”

0' - 10" 1' - 7 "

3’-4”

1' - 7"

2' - 5" 3' - 8"

3' - 8"

0' - 6"

0' - 11"

0' - 6"

3' - 10"

Project Name

10' - 6 " 2' - 6"

0' - 6"

20' - 8 1/2"

9' - 7 "

1' - 11 "

2' - 6"

A120

7' - 11"

2' - 1 "

2' - 5 "

10' - 6"

Elevation 1 - a

2' - 0"

2' - 6"

3' - 0 23/32"

www.mikarchitects.com

5' - 5 "

CODENOTES 2' - 8 " 0' - 6"

2' - 5"

2' - 8 "

5' - 1 "

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com

4' - 6 "

2' -

2' - 5 "

2' - 1 "

0' - 6"

7' - 6 "

8' - 1 "

3' - 1"

7' - 10"

Miami University

0' - 6"

NET_ZERO, Mixed Use Office Building

Sanitary Dispenser

Soap Dispenser

8' - 8"

2' R

2' - 3 "

Elevation 5 - a

3' - 5 "

5' - 9 "

3' - 0"

2' - 2 "3/4"

0' - 10"

0' - 6"

2' - 1"

3' - 0"

Project Name

Address 3’ - 0” 1’-6”

Grab Bar

Paper towel Dispenser

Sanitary Dispenser

1E, High Street, Oxford, Ohio -45056

Grab Bar

2' - 5"

Furniture 1/2" = 1'-0"

7' - 6 "

3’-4”

2’-9” 1’-4”

3' - 0"

2' - 7 zz"

3' - 1 "

Water Closet 5' - 1 "

3’-4”

0' - 6"

3 Elevation 5 - d A121

3.Typical Floor Toilet Plan - Callout 1 1/2" = 1'-0"

No.

Description

Date

4.Third Floor Plan 28' - 3"

C 25ga. 3 5/8" Metal Top Track

(2) 5/8" Gypsum Boards Refer To A109 For 2hr Fire Rated Wall Detail

4"x20 Gage Studs @ 16" O.C., Extend To Roof Deck

6"x20 Gage Studs @ 16" O.C., Extend To Roof Deck Refer To A108 For 2hr -Fire Rated Wall Detail

1' - 6"

2' - 7"

1' - 0"

0' - 6"

Batt Insulation W here Sound Barrier Required 4"x12 Gage Metal Track Bolted To Fdn W/ 1/2"diam. Anchor Bolt @ 24" O.C. And At All Corners

6"x12 Gage Metal Track Bolted To Fdn W/ 1/2"diam. Anchor Bolt @ 24" O.C. And At All Corners

6" Concrete Floor Slab, 3000 Psi W / 6x6 - W 1.4x1.4 Mesh

3.Second Floor Plan 14' - 3"

1/2" Gypsum Board On Both Sides

25ga. 3 5/8" Metal Runner, Pow er Driven To Concrete Slab @ 24" O.C.

13' - 6"

3' - 0"

6" Batt Insulation

MIAMI UNIVERSITY

25ga. 3 5/8" Metal Studs @ 16" O.C.

Toilet Plan Typical Project Number Date Drawn By

Elevation 5 - d 1/2" = 1'-0"

Elevation 5 - a 1/2" = 1'-0"

Checked By

6" Interior Wall Section 3/4" = 1'-0"

10" Interior Wall Section 3/4" = 1'-0"

Project Number Issue Date Author Checker

A132 Scale

1/2" = 1'-0"

5/7/17 2:58:39 AM

11' - 0"

8' - 6"

(2) 5/8" Gypsum Boards Refer To A109 For 2hr Fire Rated Wall Detail

4" Batt Insulation

1' -6"

13' - 6"

Drop Ceiling Level

A122

MIK Level 5 50' - 0"

7' - 9"

www.mikarchitects.com Level 5 50' - 0"

18' - 0 1/8"

1' - 7 9/32"

7' - 5"

1' - 6"

Miami University

Project Name

0' - 6"

5.Roof Plan 42' - 3"

2' - 0"

2' - 0

2' - 0”

1' - 11 29/32"

2' - 0”

2' - 0"

2'- - 0”

5.Roof Plan 42' - 3" 1

Exterior Brick

NET_ZERO, Mixed Use O ce Building

2' - 0

2' - 0”

2' - 0"

2' - 0”

2' - 0“

2' - 0"

2' - 0”

0' - 6"

4.Third Floor Plan 28' - 3"

3.Second Floor Plan 14' - 3"

4' - 0"

4' - 6"

Address

Floor Slab

1E, High Street, Oxford, Ohio-45056

Steel Beam

14' - 0"

5' - 0"

4.Third Floor Plan 28' - 3"

0' - 0"

Drop Ceiling No.

North - Callout 2 1/2" = 1'-0"

Description

Date

4' - 0"

Metal Frame

5' - 0"

14' - 0"

2' - 0"

4' - 6"

4' - 0"

3' - 6"

0' - 6"

14' - 0"

0' - 6"

4' - 6"

4' - 0"

1' - 6"

Curtain Glass

3.Second Floor Plan 14' - 3"

4' - 0"

A122

1' - 0"

2' - 0"

2' - 0 1/4"

1' - 11 3/4"

2' - 0"

0' - 6"

4' - 0 15/16"

2.Ground Floor Plan 0' - 3"

4' - 0"

3' - 6" 14' - 0"

5' - 0"

2 A122

2' - 0 15/16"

4' - 0"

1' - 6"

0' - 6"

4' - 0"

14' - 0"

0' - 6"

3.Second Floor Plan 14' - 3"

MIAMI UNIVERSITY

Screen Section - Callout 1 1" = 1'-0"

0' - 6"

Level 7 -3' - 3"

2' - 0"

2' - 0 1/4"

1' - 11 3/4"

2' - 0"

Screen Wall Section

2' - 0 15/16"

1.Basement Structure Plan -11' - 9"

2.Ground Floor Plan 0' - 3"

Project Number

CODENOTES

Date Drawn By

Elevation 4 - a 1/2" = 1'-0"

Screen Section 1/4" = 1'-0"

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

Checked By

Project Number Issue Date Author Checker

A133 Scale

As indicated

5/7/17 12:53:33 PM

0' - 6"

4' - 0"

1' - 6"

CODENOTES

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com Level 5 50' - 0"

7' - 9"

Miami University

Project Name

2' - 9 "

5.Roof Plan 42' - 3"

11' - 2 "

NET_ZERO, Mixed Use Office Building

Floor Slabe

4.Third Floor Plan 28' - 3"

External Brick Work

3' - 5 "

1 A123

Discrete Plates

10' - 6 “

4.Third Floor Plan 28' - 3"

Discrete Plates

Fire ressisting Barrier

1E, High Street, Oxford, Ohio -45056

Fire ressisting Barrier

4 “ Insulation 3.Second Floor Plan 14' - 3"

External Brick Work

Metal Frame

Concrete Wall

No.

Description

Date

11' - 2 "

2' - 9 "

Metal Frame

1' - 9 "

2.Ground Floor Plan 0' - 3"

Level 7 -3' - 3"

East Insulated Wall - Callout 1 1" = 1'-0"

2 A123

10' - 2 "

MIAMI UNIVERSITY

1.Basement Structure Plan -11' - 9"

Wall Section Type-1 Project Number Date

East Insulated Wall 1/4" = 1'-0"

Drawn By Checked By

Project Number Issue Date Author Checker

A134 Scale

As indicated

5/7/17 3:29:53 PM

61' - 9"

2 A123

4.Third Floor Plan 28' - 3"

Address

CODENOTES

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com JAMB 1" INFILL SPANDREL AREA 480-206 EXTERIOR COVER 480-304 VERTICAL STOP 480-254 JAMB FILLER 480-219 JAMB

Miami University

JAMB 1" INFILL VISION AREA 480-206 EXTERIOR COVER 480-304 VERTICAL STOP 480-254 JAMB FILLER 480-219 JAMB 480-251 INTERIOR COVER

Project Name

Level 5 50' - 0"

F.W.

5 5.Roof Plan 42' - 3" 2 A136

O.D.

Insulation 2x wood plate jamb studs

Gypsum Board

NET_ZERO, Mixed Use Office Building

DLO

2-1/2" TYPICAL 1/2"

Finish Coat

JAMB 1/4" INFILL SPANDREL AREA

JAMB 1/4" INFILL VISION AREA

480-206 EXTERIOR COVER 480-305 VERTICAL STOP 480-254 JAMB FILLER 480-219 JAMB

480-206 EXTERIOR COVER 480-219 VERTICAL STOP 480-254 JAMB FILLER 480-219 JAMB 480-250 INTERIOR COVER

Address

NOTE: THE INTERIOR TRIM SHOWN IS ONLY ONE OPTION. CONSULT YOUR KAWNEER SALES REP FOR OTHER OPTIONAL TRIMS.

2x wood plate jamb studs Extent Water Barier

4.Third Floor Plan 28' - 3"

1E, High Street, Oxford, Ohio -45056

No.

MULLION 1" INFILL SPANDREL AREA 480-206 EXTERIOR COVER 480-304 VERTICAL STOP 480-254 JAMB FILLER 480-219 JAMB 480-251 INTERIOR COVER

3.Second Floor Plan 14' - 3"

DLO

2 1/2"

MULLION 1" INFILL VISION AREA 480-206 EXTERIOR COVER 480-304 VERTICAL STOP 480-209 MULLION 480-208 INTERIOR COVER

Description

Date

MULLION 1" BESDIE 1/4" INFILL VISION AREA 480-206 EXTERIOR COVER 480-304 VERTICAL STOP 480-341 VERTICAL STOP 480-209 MULLION 480-255 INTERIOR COVER

DLO

TYPICAL

Section 11 1/4" = 1'-0"

Section 11 - Callout 1 1" = 1'-0"

MULLION 1/4" INFILL SPANDREL AREA

MULLION 1/4" INFILL VISION AREA

MULLION 1/4" BESIDE 1" INFILL VISION AREA

480-206 EXTERIOR COVER 480-219 VERTICAL STOP 480-254 JAMB FILLER

480-206 EXTERIOR COVER 480-341 VERTICAL STOP 480-209 MULLION 480-233 INTERIOR COVER

480-206 EXTERIOR COVER 480-304 VERTICAL STOP 480-341 VERTICAL STOP 480-209 MULLION 480-255 INTERIOR COVER

MIAMI UNIVERSITY Curtain Wall System Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A135 Scale

As indicated

5/7/17 5:21:38 PM

CODENOTES

E E

MIK

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

Clip and Cont Cleat

www.mikarchitects.com

2” Metal Roofing with 2”Tapred Rigid Insulation

Miami University Level 5 50' - 0"

Project Name

7' - 9"

6' - 11"

Level 5 50' - 0"

1 A123

4 A123

4.Third Floor Plan 28' - 3"

5.Roof Plan 42' - 3"

Brick Veneer

11' - 2 "

11' - 2 1/4"

2' - 9 "

3' - 7 "

5.Roof Plan 42' - 3"

Address

1”Metal Frame

4.Third Floor Plan 28' - 3" 49' - 9"

3' - 5 "

2 A123

1E, High Street, Oxford, Ohio -45056

East Insulated Wall - Callout 1 1" = 1'-0"

10' - 6 “

11' - 3"

Clip and Cont Cleat

3.Second Floor Plan 14' - 3"

No.

2' - 9"

2' - 9 "

3.Second Floor Plan 14' - 3"

Description

Date

Clip and Cont Cleat

11' - 2 "

2” Metal Roofing with 2”Tapred Rigid Insulation

1' - 9 "

3” Batt Insulation & PV system 2.Ground Floor Plan 0' - 3"

2.Ground Floor Plan 0' - 3"

Level 7 -3' - 3"

1.Basement Structure Plan -11' - 9"

5/8” EXT Sheathing

4.Third Floor Plan

METAL ROOFING 2-inch high standing seam, Kynar 500 finished Galvalume metal roofing.

10' - 2 "

6” Insulation

MIAMI UNIVERSITY

PV Moduler

East Insulated Wall 1/4" = 1'-0"

Wall Section Type-1

Solar Wall 1/4" = 1'-0"

Solar Wall - Callout 4 1" = 1'-0"

Project Number Date Drawn By Checked By

Project Number Issue Date Author Checker

A136 Scale

As indicated

5/7/17 3:29:53 PM

61' - 9"

NET_ZERO, Mixed Use O ce Building

2' - 9"

4.Third Floor Plan 28' - 3"

METAL ROOFING 2-inch high standing seam, Kynar 500 finished Galvalume metal roofing.

CODENOTES Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

MIK

1. ASTM A653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

www.mikarchitects.com

Level 5 50' - 0"

Miami University

3' - 7 "

6' - 11"

Project Name

5.Roof Plan 42' - 3"

A NET_ZERO, Mixed Use O ce Building

Solar Wall System 11' - 2 1/4"

3” Batt Insulation & PV system

Horizontal corugation promotes turbulance behind PV module

5/8” EXT Sheathing 4.Third Floor Plan 28' - 3"

Modules are closed at top to redu

UTC

4 A123

to the atmosphere

49' - 9"

2' - 9"

4.Third Floor Plan 28' - 3"

Address

11' - 3"

PV module

1E, High Street, Oxford, Ohio -45056

PV module Plerum

6” Insulation

Insulation

paths 3.Second Floor Plan 14' - 3"

No.

Description

Date

2' - 9"

Wall f raming Function

Details

11' - 2 "

PV Moduler

2.Ground Floor Plan 0' - 3"

Solar Wall - Callout 4 1" = 1'-0"

Clip and Cont Cleat

Level 7 -3' - 3"

MIAMI UNIVERSITY Wall Section Type-1 Project Number Date

Solar Wall 1/4" = 1'-0"

Drawn By Checked By

Project Number Issue Date Author Checker

A137 Scale

As indicated

5/7/17 3:29:53 PM

1.Basement Structure Plan -11' - 9"

GENE RAL NOTE S Concrete filled steel pan treads Ballaster Shop fabricated handrail of metal pipe 1.25" dia. See details of handrail Steel pan landing with concrete fill Clip angle anchor bolts secures each stringer to the floor structure Riser 7" and treads 11" 3 1/4" = 1'-0" Stair section 3

MIK Wodden Hand Rail

3' - 3"

CODENOTES A) Co -ordinate with structural plan B) See floor finish and specifications C)Co-ordinate with architectural plan

8' - 5 "

0' - 6" 1' - 2"

Miami University

7' - 0"

0' - 4"

5' - 3" 0' - 8"

7' - 0"

8' - 4"

3’ -0”

0' - 8"

4' - 0"

3' - 7 "

4' - 0"

MS Post

NET_ZERO, Mixed Use Office Building

6' - 8"

5.Roof Plan 42' - 3"

Project Name

Address

0' - 8"

10' - 0"

7' - 9"

Level 5 50' - 0"

2' - 11 "

---

0' - 11" 0' - 11" 0' - 11" 0' - 11" 0' - 11" 0' - 11" 0' - 11" 0' - 11" 0' - 11" 0' - 11" 0' - 11"

www.mikarchitects.com

5' - 6 "

4 A134

3.Second Floor Plan 14' - 3"

3.Second Floor Plan - Callout 3 1/2" = 1'-0"

4.Third Floor Plan 28' - 3"

1E, High Street, Oxford, Ohio -45056

Floor Slab

0' - 7 1/2"

Section 9 - Callout 1 3" = 1'-0"

1 A119

Description

Date

7' - 0"

49' - 9"

No.

1 A119

7' - 0"

4.Third Floor Plan 28' - 3"

7' - 1 27/32"

1.5" Wooden Panel

0' - 7"

3.Second Floor Plan 14' - 3"

Wooden Textured Bar

7' - 0"

1' - 0"

MIAMI UNIVERSITY

Metal 1/2” Bar 0' - 6"

3' - 11 1/4" 0' - 7"

4' - 0 1/2"

Stair Details

7' - 0"

6' - 9 27/32"

CONCRETE SLAB

5 A134

Date Drawn By Checked By

Section 3 - Callout 1 3/8" = 1'-0"

Section 9 1/2" = 1'-0"

Stair Section - Callout 1 - Callout 1 3" = 1'-0"

Project Number Issue Date Author Checker

A138 Scale

As indicated

5/10/17 7:20:05 AM

Project Number

3.Second Floor Plan 14' - 3"

2.Ground Floor Plan 0' - 3"

B 0' - 6"

MIK

0' - 6" 4' - 6"

0' - 6"

5' - 2 "

1' - 6 "

Planter Box 16” Soil Layer

0' - 10 1/32"

1' - 2"

4” Sand Layer

www.mikarchitects.com

5.Roof Plan 42' - 3"

Miami University

5' - 9 29/32"

24” Gravel

Project Name 3.Second Floor Plan 14' - 3"

18' - 10"

4' - 2 "

11' - 10"

Section 10 - Callout 1 1" = 1'-0"

NET_ZERO, Mixed Use Office Building

5' - 11"

A137

Section 6 - Callout 2 Copy 1 3/4" = 1'-0"

Address

2' - 0"

5.Roof Plan 42' - 3"

1E, High Street, Oxford, Ohio-45056

3 5 A137 3 A137

3.Second Floor Plan - Callout 2 1/2" = 1'-0"

No.

Description

Date

See Spec Details Louver Construction

4.Third Floor Plan 28' - 3"

2' - 7 3/4"

2' - 9" 0' - 3"

3' - 0"

0' - 6"

2' - 2"

5' - 6"

0' - 6"

4' - 6"

0' - 6"

4' - 6"

5' - 6"

0' - 6"

4' - 6"

4.Third Floor Plan 28' - 3"

MIAMI UNIVERSITY

4 A137

1' - 9 1/2"

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

ATRIUM DETAIL

3.Second Floor Plan 14' - 3"

6 A137

3.Second Floor Plan 14' - 3"

Project Number

3.Second Floor Plan 14' - 3"

Date Drawn By Checked By

Section 10 3 1/2" = 1'-0"

Section 6 1/2" = 1'-0"

Project Number Issue Date Author Checker

A139

Section 6 - Callout 2 3/4" = 1'-0" Scale

As indicated

5/6/17 10:44:09 PM

A137

0' - 6”

MIK CODENOTES

Ground Floor Level A

Planter Box 16” Soil Layer

Co -ordinate with structural plan See floor finish and specifications Co-ordinate with architectural plan

www.mikarchitects.com Miami University

Slop

4” Sand Layer Project Name

2' - 6"

24” Gravel

4” Drain Pipe

3' - 6"

45' - 6"

44' - 4"

45' - 2 "

NET_ZERO, Mixed Use Office Building

2. Ground Floor Plan 0' - 3"

1 A125

Address Level 7 -3' - 3" 5' - 6"

0' - 5 5/8"

4' - 9 9/16"

Earth Layer

11' - 2 13/16"

0' - 5 5/8"

1E, High Street, Oxford, Ohio-45056

Section 5 3/4" = 1'-0"

No.

Description

Date

Hand Rail

3 3

0' - 5 5/8"

A138

Wooden Textured Bar

9' - 0" 5' - 6"

0' -

2' - 9 " 3' - 6"

0' - 6" 0' - 6" 0' - 6" 0' - 6" 0' - 6" 0' - 6" 0' - 6"

0' - 11"0' - 11"0' - 11"0' - 11"0' - 11"0' - 11"

4' - 8 3/8"

1' -

5' - 6"

5' - 10"

MIAMI UNIVERSITY Landscape Detail

Level 7 -3' - 3"

0' - 3 1/2"

4' - 10"

Metal 1/2” Bar

2" 3/3

0' - 5 5/8"

5' - 7 5/8"

2' -

0' - 5 5/8"

0' - 3" 0' - 6"

2. Ground Floor Plan 0' - 3"

0' - 11"

0' - 10 5/8"

Project Number Date

5' - 6"

Drawn By Checked By

A140

2.Ground Floor Plan - Callout 1 3/8" = 1'-0"

---

Section 4 - Callout 1 3/4" = 1'-0"

Project Number Issue Date Author Checker

Scale

As indicated

5/6/17 10:44:09 PM

9' - 0"

9' - 6 7/32"

0' - 11"0' - 11"0' - 11"0' - 11"0' - 11"0' - 11"

GROUND FLOOR

SECOND FLOOR

ROOM SCHEDULE 7

THIRD FLOOR

ROOM SCHEDULE

Restaurant

3098.5 sft

GROUND FLOOR

400 sft

conference room

400 sft

Kitchen

447.9 sft

Male Toilet

447.9 sft

Male Toilet

447.9 sft

Male Toilet

120.9 sft

Female Toilet

56 sft

Female Toilet

56 sft

Female Toilet

118.5 sft

Mechanical Room

56 sft

Mechanical Room

56 sft

AD Male Toilet

80.5 sft

Support

116.5 sft

Support

116.5 sft

AD Female Toilet

80.5 sft

Excutive Room

115.5 sft

Excutive Room

115.5 sft

Mechanical Room

158.5 sft

Excutive Room

115.5 sft

Excutive Room

115.5 sft

Office Lobby

248.3 sft

Excutive Room

116.3 sft

Excutive Room

116.3 sft

Excutive Room

116.3 sft

Excutive Room

116.3 sft

Excutive Room

139.3 sft

Excutive Room

139.3 sft

Excutive Room

150.3 sft

Excutive Room

150.3 sft

Atrium

218.3 sft

Open Office

218.3 sft

Open Office

2681.3 sft

MIK

DOOR SCHEDULE

ROOM SCHEDULE

conference room

ROOF

Support Room

218 SFT

Store Room

118 SFT

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

www.mikarchitects.com DOOR SCHEDULE

Miami University

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

Project Name

DOOR SCHEDULE NUMBER

TYPE

MATERIAL

DOOR SCHEDULE NUMBER

DOOR SCHEDULE

TYPE

MATERIAL

NUMBER

TYPE

NET_ZERO, Mixed Use Office Building

MATERIAL

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

36"x84" SINGLE FIRE DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Fire Door

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

METAL FRAME, 1 3/4" THICK, Metal Door

30"x84" SINGLE METAL DOOR

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

METAL FRAME, 1 3/4" THICK, Metal Door

30"x84" SINGLE METAL DOOR

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

METAL FRAME, 1 3/4" THICK, Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

30"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

METAL FRAME, 1 3/4" THICK, Metal Door

36"x84" DOUBLE ENTRY GLASS DOOR

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, Metal Door

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

36"x84" SINGLE METAL DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29 CLEAR ANODIZED ALUMINUM FRAME, 1 3/4" THICK, TEMPERED GLASS, U VALUE 0.29

36"x84" DOUBLE ENTRY GLASS DOOR

36"x84" DOUBLE METAL DOOR

36"x84" DOUBLE ENTRY GLASS DOOR 36"x84" DOUBLE ENTRY GLASS DOOR

METAL FRAME, 1 3/4" THICK, 2 Hr Rated Metal Door

8 9 10

13 14

Address

Sliding Door

1E, High Street, Oxford, Ohio-45056

Sliding Door

No.

Description

Date

Window Schedule Height

Level

Mark

Type

8’-0”

2nd

W-10

4’-0”

8’-0”

2nd

W-11

8’-0”

2nd

W-12

8’-0”

2nd

W-13

8’-0”

2nd

W-14

8’-0”

2nd

W-15

8’-0”

2nd

W-16

Custom Interior Custom Interior Custom Interior Custom Interior Custom Interior Custom Interior Custom Interior

Width

8’-0”

3nd

W-10

3nd

W-11

8’-0”

3nd

W-12

8’-0”

3nd

W-13

8’-0”

3nd

W-14

8’-0”

3nd

W-15

8’-0”

3nd

W-16

Custom Interior Custom Interior Custom Interior Custom Interior Custom Interior Custom Interior Custom Interior

4’-0”

8’-0”

4’-0” 4’-0”

4’-0”

Door Type

Window Type 4’-0”

4’-0”

MIAMI UNIVERSITY

4’-0” 8’-0”

Door, Room and Window Schedule

4’-0” 4’-0”

8’-0”

4’-0”

Project Number

4’-0”

Date Drawn By

4’-0”

Checked By

8’-0”

Fixed Single Type

Project Number Issue Date Author Checker

A141

Fixed Double Type Scale

As indicated

5/6/17 10:44:09 PM

4’-0”

Acknowledgement Studio 602 Supervisor Nodas Papadimas Mary Ben Bonham

Prepared by Mukimul Islam Khan 05.10.2017