ELLIOTT + ASSOCIATES ARCHITECTS ADDENDUM 3...

Pg 1 of 13

ELLIOTT + ASSOCIATES ARCHITECTS ADDENDUM 3 35 Harrison Avenue Oklahoma City, Oklahoma 73104 405.232.9554 University of Central Oklahoma UCO STEM Teaching and Research Center Edmond, Oklahoma December 6, 2016

ADDENDUM 3 _____________________________________________________________________________________ This addendum is hereby made part of the Contract Documents to the same extent as though it were originally included therein. Refer to “Bid Form” for acknowledgment of Addenda. All Contractors, Subcontractors and suppliers are reminded that they shall review and be familiar with all Addenda items (as well as all parts of the Construction Documents) so, as to understand the extent of their work and its interrelation with other trades. To all bidders for furnishing all labor and materials necessary for the following contract: UCO STEM Teaching and Research Center

University of Central Oklahoma, Edmond, Oklahoma

Prepared and Issued by: Elliott + Associates Architects

ARCHITECTURAL

ITEM AD3-A01 SPECIFICATIONS REVISION Section 00 41 13, Alternates list modified, Unit cost modified REVISION Section 07 42 13, Part 2.2B5, Panel coverage to be 16” ADDITION Section 03 33 00 – Architectural concrete ADDITION Section 05 70 00 – Decorative Metal REVISION Section 07 42 13 – Metal Wall Panels ADDITION Section 07 46 46 – Fiber-Cement Siding ADDITION Section 08 17 00 – Integrated Door Opening Assemblies REVISION Section 08 71 00 – Door Hardware ADDITION Section 10 22 39 – Folding Panel Partitions REVISION Section 12 24 13 – Roller Window Shades ITEM AD3-A02 DRAWINGS REVISION A0.02 Refer revision cloud(s) REVISION A0.03 Refer revision cloud(s) REVISION A1.01 Reissue sheet REVISION A1.02 Reissue sheet REVISION A1.03 Reissue sheet REVISION A1.04 Reissue sheet REVISION A1.05 Reissue sheet REVISION A1.06 Reissue sheet DELETE A1.07 and A1.08 REVISION A2.01 Refer revision cloud(s) REVISION A2.01n Refer revision cloud(s) REVISION A2.01s Refer revision cloud(s) REVISION A2.02 Refer revision cloud(s) REVISION A2.02n Refer revision cloud(s) REVISION A2.02s Refer revision cloud(s) REVISION A2.03 Refer revision cloud(s)

Pg 2 of 13

REVISION A2.11n Reissue sheet REVISION A2.11s Reissue sheet REVISION A2.12n Reissue sheet REVISION A2.12s Reissue sheet REVISION A2.31 Refer revision cloud(s) REVISION A2.32 Refer revision cloud(s) REVISION A2.41 Refer revision cloud(s) REVISION A2.42 Refer revision cloud(s) REVISION A3.01n Reissue sheet REVISION A3.01s Reissue sheet REVISION A3.02n Reissue sheet REVISION A3.02s Reissue sheet REVISION A4.01 Reissue sheet REVISION A5.01 Reissue sheet REVISION A6.01 Reissue sheet REVISION A7.01 Reissue sheet REVISION A7.02 Reissue sheet REVISION A7.03 Reissue sheet REVISION A7.04 Reissue sheet REVISION A7.05 Reissue sheet REVISION A7.06 Reissue sheet REVISION A7.07 Reissue sheet REVISION A7.08 Reissue sheet DELETE A7.10 Delete sheet REVISION A7.11 Reissue sheet REVISION A7.20 Reissue sheet REVISION A8.01 Reissue sheet REVISION A8.02 Reissue sheet REVISION A8.03 Reissue sheet REVISION A8.04 Reissue sheet REVISION A8.05 Reissue sheet REVISION A8.06 Reissue sheet REVISION A8.07 Reissue sheet REVISION A8.08 Reissue sheet REVISION A8.09 Reissue sheet REVISION A8.10 Reissue sheet BORDER A9.01 Border font correction (no revisions) REVISION A9.02 Refer revision cloud(s) BORDER A9.03 Border font correction (no revisions) BORDER A9.04 Border font correction (no revisions) BORDER A9.05 Border font correction (no revisions) REVISION A9.06 Refer revision cloud(s) REVISION A9.21 Refer revision cloud(s) REVISION A9.22 Refer revision cloud(s) REVISION A9.23 Refer revision cloud(s) REVISION A9.24 Refer revision cloud(s) REVISION A10.01 Refer revision cloud(s) BORDER A10.02 Border font correction (no revisions) BORDER A10.03 Border font correction (no revisions) BORDER A10.04 Border font correction (no revisions) REVISION A10.05 Refer revision cloud(s) BORDER A10.06 Border font correction (no revisions) REVISION A10.07 Refer revision cloud(s) REVISION A10.08 Refer revision cloud(s) REVISION A10.09 Refer revision cloud(s) BORDER A10.10 Border font correction (no revisions) BORDER A10.11 Border font correction (no revisions) REVISION A9.11 Reissue sheet

Pg 3 of 13

REVISION A9.12 Reissue sheet REVISION A9.13 Reissue sheet REVISION A11.01 Reissue sheet REVISION A12.01 Reissue sheet REVISION A12.02 Reissue sheet REVISION A12.03 Reissue sheet REVISION A12.04 Refer revision cloud(s) REVISION A12.06 Reissue sheet

CIVIL ITEM AD3-C01 DRAWING SHEET C1.00 REVISION Revised sheet index. ITEM AD3-C02 DRAWING SHEET C3.00 REVISION Remove existing curb ramp on the west side of the proposed building. REVISION Remove curb on southeast side of proposed building. CLARIFICATION Added coordinates for demo locations. Stabilize entrance ramp rotated. ITEM AD3-C03 DRAWING SHEET C4.00 REVISION Curb & sidewalk paving added to the area where the existing ramp was

removed. REVISION North entrance ramp revised. REVISION East entrance ramp revised. CLARIFICATION Callouts added to the revisions stated above. CLARIFICATION Callouts provided to clarify walls ITEM AD3-C04 DRAWING SHEET C4.10 REVISION Callouts revised. ITEM AD3-C05 DRAWING SHEET C4.20 REVISION Callouts revised CLARIFICATION Revised joints and show them in plans. ITEM AD3-C06 DRAWING SHEET C4.30 REVISION Callouts revised ITEM AD3-C07 DRAWING SHEET C5.00 REVISION Revised grading for north entrance ramp. REVISION Revised grading for east entrance ramp. REVISION Revised storm sewer. ITEM AD3-C08 DRAWING SHEET C5.10 REVISION Callout elevations revised. ITEM AD3-C09 DRAWING SHEET C5.20 REVISION Entire sheet added for clarity. Revised storm sewers and added storm

sewer line on northwest corner. REVISION Revised curb inlet on the southeast corner REVISION Revised callouts. CLARIFICATION Revised callouts and added additional callouts for clarity. ITEM AD3-C10 DRAWING SHEET C6.00 REVISION Revised sanitary sewer on the southwest corner. REVISION Revised waterlines and moved to the north side of proposed building. CLARIFICATION Power line updated to match MEP.

Pg 4 of 13

ITEM AD3-C11 DRAWING SHEET C7.00 REVISION Revised profiles. ITEM AD3-C12 DRAWING SHEET C7.10 REVISION Revised profiles. ITEM AD3-C13 DRAWING SHEET C8.20 REVISION Revised bollard detail. Removed detail 15. ITEM AD3-C14 DRAWING SHEET C8.40 CLARIFICATION Entire sheet added with new details.

LAB DRAWING SHEET L2.05 Revised millwork - clouded

STRUCTURAL ITEM AD3-S01 Guidance on assumed pier depths for bidding purposes are included in detail

1/S1.02 of Addendum #3 ITEM AD3-S02 Grade beam and stem wall pilasters shall be provided for all exterior columns

including some interior columns. Typical dimensions and locations are clarified on 1/S2.01 and 2/S2.01 of Addendum #3

ITEM AD3-S03 It is acceptable to drill and epoxy dowels into the wall for the floor slab

connection in lieu of bent bars only for the conditions shown on 5/S4.03 and 6/S4.03

ITEM AD3-S04 The following structural sheets have been revised: S1.01 GENERAL NOTES AND DETAILS

S1.02 GENERAL NOTES AND DETAILS S2.01 FOUNDATION PLAN - NORTH S2.02 FOUNDATION PLAN - SOUTH S3.01 2ND FLOOR FRAMING PLAN - NORTH S3.02 2ND FLOOR FRAMING PLAN - SOUTH S3.03 ROOF FRAMING PLAN - NORTH S3.04 ROOF FRAMING PLAN - SOUTH S3.05 UPPER ROOF FRAMING PLAN - NORTH S3.06 UPPER ROOF FRAMING PLAN - SOUTH S4.01 FOUNDATION SECTIONS AND DETAILS S4.02 FOUNDATION SECTIONS AND DETAILS S4.03 FOUNDATION SECTIONS AND DETAILS S4.04 FOUNDATION SECTIONS AND DETAILS S5.01 FRAMING SECTIONS AND DETAILS S5.02 FRAMING SECTIONS AND DETAILS S5.03 FRAMING SECTIONS AND DETAILS S5.04 FRAMING SECTIONS AND DETAILS S5.05 FRAMING SECTIONS AND DETAILS S5.06 FRAMING SECTIONS AND DETAILS S5.07 FRAMING SECTIONS AND DETAILS S5.08 FRAMING SECTIONS AND DETAILS S5.09 FRAMING SECTIONS AND DETAILS S5.10 FRAMING SECTIONS AND DETAILS S5.11 FRAMING SECTIONS AND DETAILS S6.02 FRAMING ELEVATION DETAILS

Pg 5 of 13

MECHANICAL

ITEM AD3-M01 Refer to page 23 33 00 - 10, subparagraph 2.13.G and replace the

schedule for Louvers #3 & #4 with the following: Plan No 3 & 4 Service Ventilation Air for Shelter Room 147 Ruskin Model No. ELF375DX Size - Inches 42" wide x 42" high CFM Natural Ventilation Type Stationary Material Extruded Aluminum Finish Kynar - Color as selected by Architect Depth-Inches 4" Free Area-Sq.Ft. 6.39 Press. Drop " WG N.A. Weatherproof Yes Installation Note This louver shall be installed inside of a structural louver intended to

stop projectiles during storm - Coordinate installation with G.C.. ITEM AD3-M02 Refer to mechanical drawings, detail B-M4.05, and delete the 30"x42"

manual dampers and associated operators. In lieu of the dampers there will be an insulated door with sealed closure - Refer to Architectural drawings.

ITEM AD3-M03 Refer to "Mechanical Equipment Vibration Isolation Schedule" on

Drawing M4.01 and add the following entry: Basis of Design Minimum Mason Industries (MI) Deflection Plan Equipment Equip. Info Specifications VCS Inches Notes _____________________________________________________________________________ Data Center CRACU 2 Fans 1.4 hp MI Super W Pads between __ *1 Condensers on Roof Each Cond Supports & Equip Rail ------------------------------------------------------------------------------------------------------------------------------- ITEM AD3-M04 Refer to "Mechanical Equipment Vibration Isolation Schedule" on

Drawing M4.01 and make the following changes as recommended by the Acoustical Consultant:

Change the minimum deflection of all the pumps, compressed air package, and vacuum package to 2.5"

Change the minimum deflection of the Lab Exhaust Fan System to 1.5".

ITEM AD3-M05 The following mechanical sheets have been revised: M1.00 MECHANICAL SITE PLAN, SYMBOLS, & GENERAL NOTES

M2.10 FIRST FLOOR HVAC REFERENCE PLAN M2.13 ENLARGED FIRST FLOOR HVAC PLAN - AREA 3 M2.14 ENLARGED FIRST FLOOR HVAC PLAN - AREA 4 M2.30 MECHANICAL PENTHOUSE PLAN

Pg 6 of 13

M2.31 ENLARGED MECHANICAL PENTHOUSE PLAN M2.40 MECHANICAL ROOF PLAN M3.02 SECOND FLOOR HVAC PIPING PLAN M4.05 MECHANICAL ENLARGED PLANS, ELEVATIONS, & DETAILS M4.09 TEMPERATURE CONTROLS - AUTO ISOLATION VALVES P1.00 UNDERFLOOR PLUMBING PLAN P2.10 FIRST FLOOR PLUMBING REFERENCE PLAN P2.11 ENLARGED FIRST FLOOR PLUMBING PLAN - AREA 1 P2.12 ENLARGED FIRST FLOOR PLUMBING PLAN - AREA 2 P2.13 ENLARGED FIRST FLOOR PLUMBING PLAN - AREA 3 P2.14 ENLARGED FIRST FLOOR PLUMBING PLAN - AREA 4 P2.20 SECOND FLOOR PLUMBING REFERENCE PLAN P2.21 ENLARGED SECOND FLOOR PLUMBING PLAN - AREA 1 P2.22 ENLARGED SECOND FLOOR PLUMBING PLAN - AREA 2 P2.23 ENLARGED SECOND FLOOR PLUMBING PLAN - AREA 3 P2.24 ENLARGED SECOND FLOOR PLUMBING PLAN - AREA 4

ELECTRICAL

ITEM AD3-E01 Refer to Electrical Drawing E1.00, Electrical Symbols. The description

for symbol $D in the table should read: “WALL MOUNTED DIMMER SWITCH INTERFACED WITH CEILING

OCCUPANCY SENSOR. PROVIDE SENSOR SWITCH sPODM-SA-D-X WHERE X INDICATES COLOR TO BE SELECTED BY ARCH.”

ITEM AD3-E02 Refer to Electrical Drawing E1.00, Electrical Symbols. The description

for symbol $3D in the table should read: “WALL MOUNTED DIMMER SWITCH WITH 3-WAY CAPABILITY

INTERFACED WITH CEILING OCCUPANCY SENSOR. PROVIDE SENSOR SWITCH sPODM-SA-3X-D-X WHERE X INDICATES COLOR TO BE SELECTED BY ARCH.”

ITEM AD3-E03 Refer to Electrical Drawing E2.01, First Floor Lighting Plan. This

drawing is being reissued in its entirety as part of Addendum #3. Changes include:

1. The revisions to this drawing already noted in Addendum #2. 2. The addition of a new suspended “thread” lighting fixture running at

ten feet above finished floor in the E/W Corridor 107. Fixture is the same Type “NX” fixture already used on the project. Fixture is switched with the other surrounding corridor/lobby fixtures.

3. Revisions to a majority of the occupancy sensor controls in spaces other than labs, classrooms, and corridors. Corrections to $D and $DO applications have been made along with their corresponding ceiling occupancy sensors and power packs.

ITEM AD3-E04 Refer to Electrical Drawing E2.02, Second Floor Lighting Plan. This

drawing is being reissued in its entirety as part of Addendum #3. Changes include:

1. Revisions to a majority of the occupancy sensor controls in spaces

other than labs, classrooms, and corridors. Corrections to $D and

Pg 7 of 13

$DO applications have been made along with their corresponding ceiling occupancy sensors and power packs.

ITEM AD3-E05 Refer to Electrical Drawing E2.03, Penthouse Lighting Plan. With the

Architect’s revised door locations into the screen wall area and then onto the roof, the location of the Type “FF” wall packs and light switch locations were adjusted.

ITEM AD3-E06 Refer to Electrical Drawing E3.01.3, First Floor Electrical Plan – Area 3.

With the Architect’s revised glass panels at entry door to CREIC Lab 134, the wiring devices in that piece of wall need to be relocated into adjacent sheet rock walls. This involves the Access Door Control hardware and the USB receptacle show below.

Pg 8 of 13

ITEM AD3-E07 Refer to Spec Section 263213, Packaged Engine Generators. In Section

2.1.A, revise list of Manufacturers to include “or equal”. ITEM AD3-E08 The following electrical sheets have been revised: E2.01 FIRST FLOOR LIGHTING PLAN E2.02 SECOND FLOOR LIGHTING PLAN E7.04 LIGHTING SCHEDULE DATA CENTER ELECTRICAL

ITEM AD2-DCE01 Refer to page DC 26 00 10 - 6, and revise the following sub-paragraph: 1.10.C

– “Substitutions will not be considered unless written substitution request has been received by Engineer no more than (30) calendar days following the date for receipt of Bids. Each such request shall include the name of the material or equipment for which substitution is being requested, and a complete description of the proposed substitution including drawings, cut sheets, performance and test data, and all other information necessary for an evaluation. Include a statement setting forth changes in other materials, equipment or other work that incorporation of the substitution would require. The burden of proof of the merit of the proposed substitution is upon the proposer. The Engineer’s decision to approve or disapprove a substitution in a Bid is final.” Refer to page DC 26 00 10 - 6, and remove the following sub-paragraph(s): 1.10.D and 1.10.E.

DATA CENTER TELECOMMUNICATIONS

Pg 9 of 13

ITEM AD2-DCT01 Refer to page DC 270010 , and revise the following sub-paragraph: 1.10.B –

“Substitutions will not be considered unless written substitution request has been received by Engineer no more than (30) calendar days following the date for receipt of Bids. Each such request shall include the name of the material or equipment for which substitution is being requested, and a complete description of the proposed substitution including drawings, cut sheets, performance and test data, and all other information necessary for an evaluation. Include a statement setting forth changes in other materials, equipment or other work that incorporation of the substitution would require. The burden of proof of the merit of the proposed substitution is upon the proposer. The Engineer’s decision to approve or disapprove a substitution in a Bid is final.” Refer to page DC 270010and remove the following sub-paragraph(s): 1.9.D.1, 1.10.D, 1.10.E, 1.10.F, and 1.10.G.

ITEM AD2-DCT02 Refer to page DC 270500 and remove the following sub-paragraph(s): 1.6.b and 2.4.A.1.f.

ITEM AD2-DCT03 Refer to page DC 271100 and remove the following sub-paragraph(s):

2.1.A.2.i, 2.2.A.2.b.6, 2.3.A.2.b.7, and 2.4.A.2.b.6. QUESTIONS AND ANSWERS

Q. Specification Section 05 12 00/1.8-A requires that the steel fabricator be AISC Certified. Can this requirement be modified to be either AISC Certified or provide the 3rd party inspections for quality assurance? A. Yes. Q. The Addendum #1 dated November 11, 2016 shows that Division 00 and Division 01 documents were added to the specifications, but they were not included in the addendum. Please advise. A. They are included in the published addendum. A physical copy can be made available if necessary. Q. The door schedule on A12.01 shows opening 147C, but there isn't any size or door/frame material information shown and it is not shown on the floor plans. Please advise. A. The information has been added to this addendum Q. The door schedule on A12.01 shows opening 148A, but does not have a hardware set. Please advise. A. The information has been added to this addendum Q. The door schedule on A12.02 shows opening 244C, but there isn't any door/frame material information shown. Please advise. A. The information has been added to this addendum Q. The door schedule on A12.02 shows opening 204A, but there isn't any door/frame material information shown. Please advise. A. The information has been added to this addendum Q. The door schedule on A12.02 shows openings 301F and 301G, but there isn't any size or frame material information shown. Please advise. A. The information has been added to this addendum Q. The door schedule on A12.02 shows opening 301D, but there isn't any door material information shown. Please advise. A. The information has been added to this addendum

Pg 10 of 13

Q. The door schedule on A12.01 shows opening and the one on A12.02 shows openings 228F, 228G and 300A, but there aren't any openings with these labels on the floor plans. Please advise. A. The openings have been omitted. Q. The elevations on 1/A7.09, 2/A7.09, 3/A7.09 and 4/A7.09 show frames with transoms over them. Are these the only ones or are there others in the building that are not shown in these elevations. A. The information has been added to this addendum. Q. The floor plan A2.03 has the openings 301A, 301B, 301C, 301D, 301E, 301F and 301G in walls that do not have wall types to be able to determine the jamb depth for the hollow metal frames. Please advise. A. The information has been added to this addendum. Q. The Door schedules on A12.01 and A12.02 have columns for head, jamb and sill details that are blank and no frame types for the frame. Please advise. A. Refer A2.31 and A2.32 for sills. The jamb and head information has been added to this addendum. Q. On Plan Page A12.01 of the door schedule calls out Mark#s 119A, 146B,147A as being elevation type 3, but there is no elevation 3. Please Advise A. The call out has been corrected

Q. On Plan page A12.01 of the door schedule calls out mark #'s 142A, 143A, 144A, 145A finish as being Painted, Is this correct as all other doors are listed as Stained and Sealed. Please Advise A. The finish discrepancy has been correct. Q. The door schedule on A12.01 shows opening138B as an all Glass Panel, but it is assigned to hardware set 17.0, which is not Glass Door hardware. The Glass Door hardware should be provided by the Glass Door supplier. Please advise. A. There will be no all glass doors, as reflected in this addendum.

Q. The door schedule on A12.01 shows openings 104A, 104C & 148A, but there are no hardware sets assigned. They are not shown in Section 08 71 00 Door Hardware Sets either. Please advise. A. The information has been added to this addendum. Q. In Section 08 71 00 Door Hardware Sets, set 16.0 shows a door #228B, however it does not appear on the door schedule or plans. Please advise. A. The information has been added to this addendum.. Q. Specification section 123553 Lab Casework. Paragraph 2.2 Hardware, A.1. Door and drawer pulls.The specification reads to provide stainless steel waterfall design. The lab casework manufacturers are having to interpret what that means which could easily be incorrect for the design intent. Is there a pull manufacturer model number or a catalog cut available for reference? A. HAFELE Model 100.45.051 Handle, Stainless steel, grade 304, 100SS47, M4, center to center 128mm or approved equal. Q. There are no detail callouts for the west walls in rooms 220,221,210, and 211. East walls for rooms 239,240,233, and 234 on the floor plans? Please issue an addendum with revised floor plans indicating these callouts. A. The information has been added to this addendum.

Q. Is there a better view or elevation of the glass wall in rooms 256 and 258 (south wall)? A. Elevation has been clarified in the addendum drawings. Q. The door schedule calls for wood doors with sidelights. We cannot locate these anywhere in the architectural? The interior elevations of some these doors do show a transom but not a sidelight. Did they mean transom? Detail 3 on page A12.03 does show a sidelight in a hollow metal frame but not sure where this is referring back to?

Pg 11 of 13

A. The information has been added to this addendum. No sidelites are required at wood doors. Q. On page A12.03 detail 9 shows 3/8” glass at glass door sill and ½” at glass door head at detail 8?? Seeing 138B is the only glass door, which glass do they want?I am under the assumption also that all interior frames are either glazing channel or hollow metal? Is this correct? A. The information has been added to this addendum. Refer sheet A12.03. There are no all glass doors in the project. Hollow metal frames have been clarified. Q. Sheet C5.00 shows a “5’ x 10’ pad of native stone” at the end of the storm line coming from the east side of the new building. The note references “LANDSCAPE ARCH. FOR STONE”, but we are unable to find the what is referenced. A. Ref. Sheet C8.40 for detail. Stone shall be coordinated with UCO Q. Is the 15” line on the east side of the building to tee into the 18” line at the southwest corner of the building or is it to tie into the structure shown near the intersection. A. Ref. Sheet C5.20 for updated storm piping information. Q. What is the flow line of the structure at the southwest corner of the building? Is the top of the structure to be at 1192.60?

A. Ref. Sheet C5.20 for updated storm piping information. Q. The storm line on the east side of the new building is shown to be 162LF of 15” HDPE and 64LF of 12” 12” HDPE. It is not shown where the line transitions from 12” to 15”. Assuming the transition point is at the 24” drain basin, it scales off as 180LF of 15” HDPE and 80LF of 12” HDPE. The call out on Sheet C5.00, east side of the new building show 4 “6 RDs X 39LF @1% MIN, CONNECT TO 12” STORM DRAIN W/A TEE”. The line scales off as being 19LF from the building and is a 15” line in this location. Is the call out incorrect? A. Ref. Sheet C5.20 for updated storm piping information. Q. The storm profiles on Sheet 7.10 have different elevations and pipe lengths than are shown on Sheet C5.00. Should we disregard the profiles on Sheet C7.10? A. Ref. Sheet C5.20 for updated storm piping information and Sheet C7.10 Q. Sheet C5.00, at the southwest corner of the building shows a 6” roof drain line tying into a 12” HDPE line, that reduces to a 8” line at the 18” Drain Basin, and flows to a curb inlet in the lawn. Are the 8” and 12” line sizes correct? And is the curb inlet correct? A. Ref. Sheet C5.20 for updated storm piping information. Q. Door Schedule A12.01 & 12.02, several flush panel wood doors w/GLASS LITE, elevation F. Elevation F flush no glass. Advise Glass size. 114A, 115A, 116A, 130A, 135A, 136A, 242A, 248C, 262A. A. The information has been added to this addendum. Q. The interior elevations are very hard to make out what is glass, and what it is to provide accurate pricing. Is an Interior elevations page forthcoming along with Interior window markings? A. The information has been clarified this addendum Q. The back painted glass shown on sheet A12.06 Is there more information for this area? A. Refer frame elevations for more detail. Q. room#101 vestibule - is this polished floors with walk on carpet on top of polished floors? finish floor plan only shows as walk on carpet only A. This has been clarified on sheet A2.31 Q. room#141 janitor - room not located; where is room; room deleted? A. Yes. The room has been deleted and removed from finish schedules. Q. room#209 vending 2 - room finish schedule shows sealed concrete SC, finish floor plan shows polish;

Pg 12 of 13

please clarify A. Room shall be polished concrete. Refer sheet A11.01. Q. room#226 electric/it chase finish floor plan shows polish, room finish schedule no flooring listed A. Refer revised sheets A2.23 and A11.01. Sealed concrete. Q. room#274 janitor storage - finish floor plan shows polish; room finish schedule no flooring listed A. Refer revised sheets A2.23 and A11.01. Sealed concrete. Q. room#301 penthouse - A2.03 plan shows as sealed concrete; room finish schedule no flooring listed A. Refer revised sheets A2.23 and A11.01. Sealed concrete. Q. A2.32 2nd flr finish plan -polish and seamless flooring have same floor finish legend A. The drawing sheet has been corrected. Q. What type of pattern will Carpet 1 ( interface. Touch n tones. 20x20 ) constist of? My rep asked which of these 3 patterns will be used?On touch tones, there are 3 patterns: Touch tones 101 Touch tones 102 Touch tones 103 A. 102 Q. The table of contents lists two different specs to address the weather barrier on the exterior of the building (072500, 072726). This seems to indicate that we have an alternate to bid here, however there is no alternate listed on the bid form. Please advise. A. Q. The unit costs on the bid form seem to list the wrong unit of measure associated with the item being requested. For example, we would expect unit prices 1 thru 3 to be a PER EACH unit of measure yet they are listed as Per Square Foot. Please clarify. A. PER EACH is correct. A revised sheet has been added to this addendum. Q. Is there a Pier Depth to be used for Bidding purposes? The Pier Schedule indicates the 3 Pier diameter and required embedment, but I’m not sure how to calculate the actual shaft length given the variable sandstone strata elevation of -5’ to ’16 below the Grade beam as noted on the typical pier detail. A. Guidance on assumed pier depths for bidding purposes is included in detail 1/S1.02 of Addendum #3

Q. Can we assume that there is a grade beam pilaster at every column location? Some locations are clearly indicated and some are not. A. Grade beam and stem wall pilasters shall be provided for all exterior columns including some interior columns. Typical dimensions and locations are clarified on 1/S2.01 and 2/S2.01 of Addendum #3 Q. Will it be possible to drill and epoxy dowel into the wall for the floor slab connection in lieu of the Bent bars as shown on Detail 5 &6 on Sheet S4.03? A. It is acceptable to drill and epoxy dowels into the wall for the floor slab connection in lieu of bent bars only for the conditions shown on 5/S4.03 and 6/S4.03 Q. The Finish Schedule indicates that the ICC (Integral Colored Concrete) is TBD and we’re assuming this goes in the formed “trough” per Detail 5 on Sheet S1.02. depending on the pigment and concentration the value for this material can vary drastically – perhaps an allowance can be provided. A. The intent is a custom color liquid or powder admixture pigment in the mix. Q. No foundation information is provided for the dumpster enclousure and misc. site walls, stairs and planters. Is this forthcoming? A. Yes. The information is included in this addendum.

Pg 13 of 13

SUBSTITUTION REQUESTS

1. Fire Protection Stystems. Request to use Notifier NFS2-640 panels. 2. Engineered Equipment Inc in Oklahoma City, OK. 3. Irwin Seating Company for seating and lecture tables. Section 126100 Lecture hall Seating 4. Korte, Hydronic systems Inc. 5. Premiere Lighting Sales 6. Engineered Equipment Incorporated (EEI) 7. Fabral metal panels 8. Composite ACM panel. Northclad. 9. Trane Equipment 10.Gerfloor resilient floor 11.Guardian Roofing 12.W.R. Meadows Sealtight 13.Holdeman Homme Inc. 14.Airmaster fume hood 15.Diversified Casework Response. Substitutions will not be considered unless written substitution request has been received by Owner/ Architect /Engineer no more than (30) calendar days following the date for receipt of Bids. Each such request shall include the name of the material or equipment for which substitution is being requested, and a complete description of the proposed substitution including drawings, cut sheets, performance and test data, and all other information necessary for an evaluation. Include a statement setting forth changes in other materials, equipment or other work that incorporation of the substitution would require. The burden of proof of the merit of the proposed substitution is upon the proposer. The Owner/Architect/Engineer’s decision to approve or disapprove a substitution in a Bid is final END OF ADDENDUM 3

12/06/2016

UP

UP

UP

UP

..

..

FE

C

LIFE SAFETY PLAN LEGEND

1 HOUR FIRE SEPARATION WALL


SMOKE PARTITION (NO FIRE RATING)

TRAVEL DISTANCE TO EXIT

FULLY RECESSEDFIRE EXTINGUISHER CABINET

4100U FIRE ALARM PANEL

XX'

NOTE: ALL FIRESTOPPING AND SEALANT TO BE PROVIDED BY SINGLE SOURCE INSTALLER.

165 SF

50 SF/Occ

3 Occ

183 SF

50 SF/Occ

3 Occ

112 SF

50 SF/Occ

2 Occ

176 SF

50 SF/Occ

3 Occ

204 SF

50 SF/Occ

4 Occ

87 SF

300 SF/Occ

1 Occ

1559 SF

50 SF/Occ

32 Occ

1749 SF

50 SF/Occ

35 Occ

305 SF

50 SF/Occ

6 Occ

77 SF

100 SF/Occ

1 Occ

276 SF

100 SF/Occ

3 Occ

1293 SF

50 SF/Occ

26 Occ

788 SF

50 SF/Occ

15 Occ

1149 SF

50 SF/Occ

23 Occ

871 SF

20 SF/Occ

40 Occ

319 SF

100 SF/Occ

4 Occ

200 SF

50 SF/Occ

4 Occ

604 SF

100 SF/Occ

6 Occ123 SF

300 SF/Occ

1 Occ

1209 SF

50 SF/Occ

25 Occ

127 SF

100 SF/Occ

1 Occ

122 SF

100 SF/Occ

1 Occ

1099 SF

20 SF/Occ

54 Occ

378 SF

100 SF/Occ

4 Occ

1658 SF

100 SF/Occ

18 Occ

Not Enclosed

(SEATS) SF/Occ

84 Occ

821 SF

20 SF/Occ

44 Occ

109 SF

300 SF/Occ

1 Occ

596 SF

15 SF/Occ

43 Occ

EXTRACT. PREP.EXTRACT. PREP.EXTRACT. PREP.EXTRACT. PREP.

114

FSI PREP. ROOMFSI PREP. ROOMFSI PREP. ROOMFSI PREP. ROOM

113

PRE PCRPRE PCRPRE PCRPRE PCR

115

AMPAMPAMPAMP

116

FSI CORRIDORFSI CORRIDORFSI CORRIDORFSI CORRIDOR

117

FSI ALS EXAM ROOMFSI ALS EXAM ROOMFSI ALS EXAM ROOMFSI ALS EXAM ROOM

118

FSI STOR.FSI STOR.FSI STOR.FSI STOR.

119

FSI/MOLECULARFSI/MOLECULARFSI/MOLECULARFSI/MOLECULAREVOLUTIONARYEVOLUTIONARYEVOLUTIONARYEVOLUTIONARY

BIOLOGYBIOLOGYBIOLOGYBIOLOGY

TEACHING LABTEACHING LABTEACHING LABTEACHING LAB

112

TL STYLETL STYLETL STYLETL STYLECLASSROOMCLASSROOMCLASSROOMCLASSROOM

120

FSI IMPRESSIONFSI IMPRESSIONFSI IMPRESSIONFSI IMPRESSIONEVIDENCE LABEVIDENCE LABEVIDENCE LABEVIDENCE LAB

121

OFFICEOFFICEOFFICEOFFICE

130

WHEELCHAIRWHEELCHAIRWHEELCHAIRWHEELCHAIRSIMULATIONSIMULATIONSIMULATIONSIMULATION

PROJECTPROJECTPROJECTPROJECT

129

WHEELCHAIR STOR.WHEELCHAIR STOR.WHEELCHAIR STOR.WHEELCHAIR STOR.

128

BERESFORDBERESFORDBERESFORDBERESFORDENDOWED CHAIRENDOWED CHAIRENDOWED CHAIRENDOWED CHAIR

127

FSI/MOLECULAR &FSI/MOLECULAR &FSI/MOLECULAR &FSI/MOLECULAR &EVOLUTIONARYEVOLUTIONARYEVOLUTIONARYEVOLUTIONARY

BIOLOGY RESEARCHBIOLOGY RESEARCHBIOLOGY RESEARCHBIOLOGY RESEARCH

LABLABLABLAB

122

DIGITAL EVIDENCEDIGITAL EVIDENCEDIGITAL EVIDENCEDIGITAL EVIDENCELABLABLABLAB

123

DIGITAL EVIDENCEDIGITAL EVIDENCEDIGITAL EVIDENCEDIGITAL EVIDENCETEACHING LABTEACHING LABTEACHING LABTEACHING LAB

124SOUTH STAIRSOUTH STAIRSOUTH STAIRSOUTH STAIR

105

JAN.JAN.JAN.JAN.

148

OPERATIONSOPERATIONSOPERATIONSOPERATIONSRESEARCHRESEARCHRESEARCHRESEARCH

CONSULTINGCONSULTINGCONSULTINGCONSULTING

GROUPGROUPGROUPGROUP

126

TL STYLETL STYLETL STYLETL STYLECLASSROOMCLASSROOMCLASSROOMCLASSROOM

125

STUDENTSTUDENTSTUDENTSTUDENTLOUNGE/LOBBYLOUNGE/LOBBYLOUNGE/LOBBYLOUNGE/LOBBY

109

LECTURELECTURELECTURELECTUREHALL/SHELTERHALL/SHELTERHALL/SHELTERHALL/SHELTER

147

232 SF

300 SF/Occ

1 Occ

LOADINGLOADINGLOADINGLOADING

146

67 SF

300 SF/Occ

1 Occ

47 SF

300 SF/Occ

1 Occ

ELEC.ELEC.ELEC.ELEC.

142

N. CORRIDORN. CORRIDORN. CORRIDORN. CORRIDOR

108

VEST.VEST.VEST.VEST.

103

NORTH STAIRNORTH STAIRNORTH STAIRNORTH STAIR

104

173 SF

300 SF/Occ

1 Occ

STOR.STOR.STOR.STOR.

139

COMPUTATIONALCOMPUTATIONALCOMPUTATIONALCOMPUTATIONALCLASSROOMCLASSROOMCLASSROOMCLASSROOM

138

CREICCREICCREICCREICCOLLABORATIVE LABCOLLABORATIVE LABCOLLABORATIVE LABCOLLABORATIVE LAB

134

COMPUTERCOMPUTERCOMPUTERCOMPUTERSIMULATIONSSIMULATIONSSIMULATIONSSIMULATIONS

137

WOMEN'SWOMEN'SWOMEN'SWOMEN'S

110

MEN'SMEN'SMEN'SMEN'S

111

ELEV.ELEV.ELEV.ELEV.

000

ITITITIT

131

CREIC DATA CENTERCREIC DATA CENTERCREIC DATA CENTERCREIC DATA CENTER

132

DATA WORK ROOMDATA WORK ROOMDATA WORK ROOMDATA WORK ROOM

133OFFICEOFFICEOFFICEOFFICE

135


136

283 SF

300 SF/Occ

1 Occ

BIO WASTEBIO WASTEBIO WASTEBIO WASTE

143

CYL.CYL.CYL.CYL.

144

MECHANICALMECHANICALMECHANICALMECHANICAL

145


140

69 SF

300 SF/Occ

1 Occ

<300'

<300'

1

SAFE ROOM REQUIREMENTS PER ICC/NSSA & FEMA P361 2008

CODE REQUIREMENT REQ.D PROVIDED

1. MINIMUM # OF REQ.D EXITS (ICC 501.2 & IBC 1021.1- 1-500 PEOPLE) 2 EXITS 2 EXITS

2. 501.5- EMERGENCY DOOR OPERATION- DOORS SHALL BE OPERABLE FROM INSIDE W/OUT THE USE OF KEYS OR SPECIAL KNOWLEDGE OR EFFORT

NO KEYS OR SPECIAL KNOWLEDGE TOOPEN FROM INTERIOR

3. 504.1.1- 8.5 X 11 SIGN MOUNTED 60" AFF ON INSIDE & OUTSIDE OF DOOR SIGNS PER CODE PROVIDED

4. 401.1.1- ELEVATION OF SITE LOCATION- MIN. 2' ABOVE FLOOD LINE 2' ABOVEFLOOD LINE

>2' ABOVE FLOOD LINE

5. 601.1- FIRE SEPERATION- SHELTER SHALL BE SEPERATED FROM OTHER PARTS OF THE BUILDING WITH A 2 HR FIRE SEPERATION 2 HR SEPERATION PROVIDED

6. TABLE 702.1 - SHELTER SHALL BE VENTILATED BY NATURAL MEANS OR BY MECHANICAL VENTILATION IN ACCORDANCE WITH 702.1.2

PASSIVE MECHANICAL VENTILATIONPROVIDED AS PER APPLICABLEBUILDING CODE PROVISIONS,RE: MECHANICAL

8. 702.4- PROVIDE FIRST AID KIT FOR SHELTERS WITH > 50 OCCUPANTS 1ST AID KIT PROVIDED

9. 304.2(1)- MINIMUM WIND LOAD RESISTANCE- EDMOND, OK 250 MPH250 MPH

10. 304.8- PROVIDE ATMOSPHERIC PRESSURE CHANGE (APC) RELIEF PROVIDED- RE: MECHANICAL

7. 702.3.1- EMERGENCY ELECTRICAL POWER SYSTEM TO BE PROVIDED FOR LIGHTS & ALL SYSTEMS & CIRCUITS. EMERGENCY POWER SYSTEM SHALL HAVE CAPACITY OF 2 HOURS MINIMUM

EMERGENCY POWERSYSTEM WITH 2 HR. CAPACITYRE: ELECTRICAL

SAFE ROOM DESIGN INTENT

THE OVERALL DESIGN INTENT FOR THE SAFE ROOM IS TO COMPLY WITH THE STRUCTURAL REQUIREMENTS OF ICC/NSSA & FEMAP361 2008. LISTED BELOW ARE THE SECTIONS THIS PROJECT IS IN COMPLIANCE WITH.

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt

Addendum 3 12/06/161

UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A0.02

CODE & LIFE SAFETY

LIFE SAFETY AND FIRE PROTECTION CODE CRITERIA

APPLICABLE CODES AND CRITERIA:

JURISDICTION: UCO AHJBUILDING CODE: INTERNATIONAL BUILDING CODE 2015ACCESSIBILITY CODES: AMERICANS W/ DISABILITY ACT 2010

I. USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3)

A. PRIMARY OCCUPANCY1. BUSINESS

B. OTHER OCCUPANCIES1. STORAGE

II. GENERAL BUILDING HEIGHTS & AREAS (CHAPTER 5)

A. GROUP B, TYPE II B, FULLY SPRINKLED

B. 1. 504.3- ALLOWABLE HEIGHT (FT): 75 FT 2. 504.4- ALLOWABLE HEIGHT/STORIES: 4 STORY

3. 506.2- ALLOWABLE AREA: 69,000 SQ FT. C. ACTUAL BUILDING HEIGHT- 46'-0" (BELOW 75FT.)

D. AREA MODIFICATIONS (SECTION 506.2.3)1. NO AREA MODIFICATIONS REQUIRED2. UCO STEM PROJECT AREA AS DESIGNED:

1ST & 2ND FLOOR- 53,000

(BELOW ALLOWABLE)

E. MIXED USES AND OCCUPANCY (TABLE 508.4)1. TABLE 508.4- REQUIRED SEPERATION OF OCCUPANCIES

A. SEPERATION BETWEEN BUSINESS OCCUPANCY & STORAGE OCCUPANCY IN SPRINKLED OR NON SPRINKLED- NONE

G. INCEDENTAL USE AREA SEPARATION REQUIREMENTS (TABLE 509)

1. NONE REQUIRED

III. TYPES OF CONSTRUCTION (CHAPTER 6)

A. TABLE 601, TYPE IIB CONSTRUCTION1. FOR ALL BUILDING ELEMENTS OF IIB - 0 HOURS

B. TABLE 602, FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE

1. FOR EXTERIOR WALLS WITH LESS THAN 10 FT SEPARATION - 1 HOUR2. FOR EXTERIOR WALLS WITH MORE THAN 10 FT SEPARATION - 0 HOURS

IV. FIRE-RESISTANCE-RATED CONSTRUCTION (CHAPTER 7)

A. FIRE RESISTANCE RATINGS AND FIRE TESTS (SECTION 703)1. 703.7- MARKING AND IDENTIFICATION. FIRE WALLS, FIRE BARRIERS,

FIRE PARTITIONS, SMOKE BARRIERS, AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE CEILING.

B. EXTERIOR WALLS (SECTION 704)1. 705.2 PROJECTIONS: CORNICES, EAVE OVERHANGS, EXTERIOR BALCONIES, AND SIMILAR PROJECTIONS EXTENDING BEYOND THE FLOOR AREA SHALL CONFORM TO THE REQUIREMENTS OF THIS SECTION AND SECTIONS 1406.

A. 704.2.2 - PROJECTIONS FROM WALLS OF TYPE II CONSTRUCTION SHALL BE OF NONCOMBUSTIBLE MATERIALS OR COMBUSTIBLE

MATERIALS ALLOWED BY SECT. 1406.3 AND 1406.42. TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS (UNPROTECTED):

A. FIRE SEPARATION DISTANCE- GREATER THAN 30 FEET- NO LIMIT

C. SHAFT ENCLOSURES (SECTION 713)1. OPENINGS IN THE FLOOR OR CEILING ASSEMBLY SHALL BE PROTECTED BY A

SHAFT ENCLOSURE. 2. SHAFT ENCLOSURES SHALL HAVE A FIRE RESISTANCT RATING OF NOT LESS

THAN 1 HOUR WHERE CONNECTING LESS THAN 4 STORIES.

D. FIRE PARTITIONS1. 708.3 FIRE PARTITIONS SHALL NOT HAVE A FIRE RESISTANCE RATING OF LESS THAN 1 HOUR

E. SMOKE PARTITIONS (SECTION 710)1. 710.3 FIRE-RESISTIVE RATING: UNLESS REQUIRED ELSEWHERE IN THE

CODE, SMOKE PARTITIONS ARE NOT REQUIRED TO HAVE A FIRE-RESISTIVE RATING.

(CODE ANALYSIS CONTINUED ON A0.03)

OCCUPANT LOAD DATA

FLOOR # ROOM NAME AREA(SF) OCC. / SF #of OCC.s

1ST FLOOR 107 E/W CORRIDOR 1658 SF 100 18

1ST FLOOR 109 STUDENT LOUNGE/LOBBY 596 SF 15 43

1ST FLOOR 112 FSI/MOLECULAR EVOLUTIONARY BIOLOGYTEACHING LAB

1559 SF 50 32

1ST FLOOR 113 FSI PREP. ROOM 165 SF 50 3

1ST FLOOR 114 EXTRACT. PREP. 183 SF 50 3

1ST FLOOR 115 PRE PCR 112 SF 50 2

1ST FLOOR 116 AMP 176 SF 50 3

1ST FLOOR 118 FSI ALS EXAM ROOM 204 SF 50 4

1ST FLOOR 119 FSI STOR. 87 SF 300 1

1ST FLOOR 120 TL STYLE CLASSROOM 821 SF 20 44

1ST FLOOR 121 FSI IMPRESSION EVIDENCE LAB 1749 SF 50 35

1ST FLOOR 122 FSI/MOLECULAR & EVOLUTIONARY BIOLOGYRESEARCH LAB

1293 SF 50 26

1ST FLOOR 123 DIGITAL EVIDENCE LAB 788 SF 50 15

1ST FLOOR 124 DIGITAL EVIDENCE TEACHING LAB 1149 SF 50 23


1ST FLOOR 126 OPERATIONS RESEARCH CONSULTING GROUP 319 SF 100 4

1ST FLOOR 127 BERESFORD ENDOWED CHAIR 276 SF 100 3

1ST FLOOR 128 WHEELCHAIR STOR. 109 SF 300 1

1ST FLOOR 129 WHEELCHAIR SIMULATION PROJECT 305 SF 50 6

1ST FLOOR 130 OFFICE 77 SF 100 1

UPPER 1ST FLOOR 131 IT 123 SF 300 1

UPPER 1ST FLOOR 132 CREIC DATA CENTER 604 SF 100 6

UPPER 1ST FLOOR 133 DATA WORK ROOM 200 SF 50 4

UPPER 1ST FLOOR 134 CREIC COLLABORATIVE LAB 1209 SF 50 25

UPPER 1ST FLOOR 135 OFFICE 127 SF 100 1


UPPER 1ST FLOOR 137 COMPUTER SIMULATIONS 378 SF 100 4

UPPER 1ST FLOOR 138 COMPUTATIONAL CLASSROOM 1099 SF 20 54

UPPER 1ST FLOOR 139 STOR. 69 SF 300 1


UPPER 1ST FLOOR 142 ELEC. 283 SF 300 1

UPPER 1ST FLOOR 143 BIO WASTE 47 SF 300 1

UPPER 1ST FLOOR 144 CYL. 67 SF 300 1

UPPER 1ST FLOOR 145 MECHANICAL 232 SF 300 1

UPPER 1ST FLOOR 146 LOADING 329 SF 300 1

UPPER 1ST FLOOR 147 LECTURE HALL/SHELTER Not Enclosed (SEATS) 84

2ND FLOOR 201 SOUTH STUDY SPACE 120 SF 15 7

2ND FLOOR 202 N. STUDY SPACE 102 SF 15 6

2ND FLOOR 205 STUDENT INTERACTIVE SPACE 328 SF 100 4

2ND FLOOR 208 FACULTY KITCHEN 151 SF 100 1

2ND FLOOR 210 OFFICE 119 SF 100 2






2ND FLOOR 216 JAN. 40 SF 100 1











2ND FLOOR 228 WORK ROOM 159 SF 100 2








2ND FLOOR 236 NURSING SUITE MANAGER 115 SF 100 2





2ND FLOOR 241 CELL CULTURE CORE FACILITY 248 SF 50 5

2ND FLOOR 242 MICROBIOLOGY STUDENT AREA 133 SF 100 2

2ND FLOOR 243 RESEARCH MICROBIOLOGY LAB 1155 SF 50 20

2ND FLOOR 244 STERILIZATION AREA 191 SF 50 3

2ND FLOOR 246 BIOMEDICAL EQUIPMENT CORE FACILITY 491 SF 50 7

2ND FLOOR 247 DARK AREA 139 SF 50 2

2ND FLOOR 248 RESEARCH CELL/MOLECULAR BIO. LAB 1447 SF 50 25

2ND FLOOR 248B

MOLECULAR BIO. STUDENT AREA 93 SF 100 1

2ND FLOOR 249 BIOMEDICAL ENGINEERING RESEARCH LAB 1005 SF 50 19

2ND FLOOR 250 TEACHING LAB GEN/HIST/EXPERIMENTALBIOCHEMISTRY

1059 SF 50 21

2ND FLOOR 251 REFRIG. ROOM 236 SF 300 1

2ND FLOOR 252 TEACHING LAB PREP 158 SF 50 3

2ND FLOOR 253 TEACHING LABCELL/VIROLOGY/DEVELOPMENT BIO

1098 SF 50 20

2ND FLOOR 254 PROJECT SCHOLAR 244 SF 100 3

2ND FLOOR 255 MATH/BIOL. 244 SF 100 3

2ND FLOOR 256 TEACHING LAB & PREP. BIOMED.ENGINEERING

982 SF 50 18

2ND FLOOR 257 STOR. 105 SF 300 1

2ND FLOOR 258 RESEARCH NANO BIO LAB 740 SF 50 13

2ND FLOOR 259 GOWN 86 SF 50 1

2ND FLOOR 260 RESEARCH NANO FABRCTN. 209 SF 50 4

2ND FLOOR 261 CONFERENCE 480 SF 20 24

2ND FLOOR 262 DEBRIEFING ROOM 239 SF 15 17

2ND FLOOR 263 ELEC. 50 SF 300 1

2ND FLOOR 264 STORAGE 203 SF 300 1

2ND FLOOR 265 WARD LAB 947 SF 50 19

2ND FLOOR 267 MATERNITY 156 SF 50 3

2ND FLOOR 268 CNTRL. 1 108 SF 50 2

2ND FLOOR 269 PEDIATRIC 120 SF 50 2

2ND FLOOR 270 ADULT 2 119 SF 50 2



2ND FLOOR 273 ISO. 44 SF 50 1

2ND FLOOR 274 JAN. STOR. 67 SF 100 1



PENTHOUSE 301 PENTHOUSE 3777 SF 300 12

SCALE: 3/32" = 1'-0"A0.02

1 LIFE SAFETY- 1ST FLOOR

TOTAL 1ST FLOOR OCCUPANTS- 494

TOTAL 2ND FLOOR OCCUPANTS- 330

TOTAL PENTHOUSE OCCUPANTS- 12

UP DN

..

..

..

..

..

..

..

..

..

UP DN

..

..

..

..

..

..

..

FE

C

FE

C

..

..

..

..

..

..

..

..

..

..

..

..

..

..

1155 SF

50 SF/Occ

20 Occ

STERILIZATION AREASTERILIZATION AREASTERILIZATION AREASTERILIZATION AREA

244MICROBIOLOGYMICROBIOLOGYMICROBIOLOGYMICROBIOLOGYSTUDENT AREASTUDENT AREASTUDENT AREASTUDENT AREA

242

248 SF

50 SF/Occ

5 Occ

491 SF

50 SF/Occ

7 Occ

1447 SF

50 SF/Occ

25 Occ

139 SF

50 SF/Occ

2 Occ

1005 SF

50 SF/Occ

19 Occ

1059 SF

50 SF/Occ

21 Occ

236 SF

300 SF/Occ

1 Occ

158 SF

50 SF/Occ

3 Occ

1098 SF

50 SF/Occ

20 Occ

244 SF

100 SF/Occ

3 Occ

244 SF

100 SF/Occ

3 Occ

119 SF

100 SF/Occ

2 Occ

119 SF

100 SF/Occ

2 Occ

112 SF

100 SF/Occ

2 Occ

112 SF

100 SF/Occ

2 Occ

116 SF

100 SF/Occ

2 Occ

116 SF

100 SF/Occ

2 Occ

114 SF

100 SF/Occ

2 Occ

40 SF

100 SF/Occ

1 Occ

114 SF

100 SF/Occ

2 Occ

113 SF

100 SF/Occ

2 Occ

119 SF

100 SF/Occ

2 Occ

119 SF

100 SF/Occ

2 Occ

116 SF

100 SF/Occ

2 Occ

116 SF

100 SF/Occ

2 Occ

116 SF

100 SF/Occ

2 Occ

116 SF

100 SF/Occ

2 Occ

159 SF

100 SF/Occ

2 Occ

116 SF

100 SF/Occ

2 Occ

115 SF

100 SF/Occ

2 Occ

117 SF

100 SF/Occ

2 Occ

118 SF

100 SF/Occ

2 Occ

121 SF

100 SF/Occ

2 Occ

119 SF

100 SF/Occ

2 Occ

122 SF

100 SF/Occ

2 Occ

118 SF

100 SF/Occ

2 Occ

116 SF

100 SF/Occ

2 Occ 115 SF

100 SF/Occ

2 Occ

117 SF

100 SF/Occ

2 Occ

120 SF

100 SF/Occ

2 Occ

982 SF

50 SF/Occ

18 Occ

740 SF

50 SF/Occ

13 Occ

209 SF

50 SF/Occ

4 Occ

105 SF

300 SF/Occ

1 Occ

151 SF

100 SF/Occ

1 Occ

86 SF

50 SF/Occ

1 Occ

480 SF

20 SF/Occ

24 Occ

239 SF

15 SF/Occ

17 Occ

203 SF

300 SF/Occ

1 Occ

947 SF

50 SF/Occ

19 Occ

44 SF

50 SF/Occ

1 Occ

151 SF

50 SF/Occ

2 Occ

100 SF

50 SF/Occ

2 Occ

119 SF

50 SF/Occ

2 Occ

120 SF

50 SF/Occ

2 Occ

156 SF

50 SF/Occ

3 Occ

108 SF

50 SF/Occ

2 Occ

50 SF

300 SF/Occ

1 Occ

RESEARCHRESEARCHRESEARCHRESEARCHMICROBIOLOGY LABMICROBIOLOGY LABMICROBIOLOGY LABMICROBIOLOGY LAB

243

CELL CULTURE CORECELL CULTURE CORECELL CULTURE CORECELL CULTURE COREFACILITYFACILITYFACILITYFACILITY

241

BIOMEDICALBIOMEDICALBIOMEDICALBIOMEDICALEQUIPMENT COREEQUIPMENT COREEQUIPMENT COREEQUIPMENT CORE

FACILITYFACILITYFACILITYFACILITY

246

RESEARCHRESEARCHRESEARCHRESEARCHCELL/MOLECULARCELL/MOLECULARCELL/MOLECULARCELL/MOLECULAR

BIO. LABBIO. LABBIO. LABBIO. LAB

248

BIOMEDICALBIOMEDICALBIOMEDICALBIOMEDICALENGINEERINGENGINEERINGENGINEERINGENGINEERINGRESEARCH LABRESEARCH LABRESEARCH LABRESEARCH LAB

249

TEACHING LABTEACHING LABTEACHING LABTEACHING LABGEN/HIST/EXPERIMENTALGEN/HIST/EXPERIMENTALGEN/HIST/EXPERIMENTALGEN/HIST/EXPERIMENTAL

BIOCHEMISTRYBIOCHEMISTRYBIOCHEMISTRYBIOCHEMISTRY

250

REFRIG. ROOMREFRIG. ROOMREFRIG. ROOMREFRIG. ROOM

251

TEACHING LAB PREPTEACHING LAB PREPTEACHING LAB PREPTEACHING LAB PREP

252

TEACHING LABTEACHING LABTEACHING LABTEACHING LABCELL/VIROLOGY/DEVELOPMENTCELL/VIROLOGY/DEVELOPMENTCELL/VIROLOGY/DEVELOPMENTCELL/VIROLOGY/DEVELOPMENT

BIOBIOBIOBIO

253

PROJECT SCHOLARPROJECT SCHOLARPROJECT SCHOLARPROJECT SCHOLAR

254

MATH/BIOL.MATH/BIOL.MATH/BIOL.MATH/BIOL.

255

191 SF

50 SF/Occ

3 Occ133 SF

100 SF/Occ

2 Occ

DARK AREADARK AREADARK AREADARK AREA

247


210


211


213


212


214


215


217

JAN.JAN.JAN.JAN.

216


218


219


220


221


223


222


224


225

WORK ROOMWORK ROOMWORK ROOMWORK ROOM

228

SOUTH STUDYSOUTH STUDYSOUTH STUDYSOUTH STUDYSPACESPACESPACESPACE

201

SOUTH STAIRSOUTH STAIRSOUTH STAIRSOUTH STAIR

105

102 SF

15 SF/Occ

6 Occ

NORTH STAIRNORTH STAIRNORTH STAIRNORTH STAIR

104

WARD LABWARD LABWARD LABWARD LAB

265

DEBRIEFING ROOMDEBRIEFING ROOMDEBRIEFING ROOMDEBRIEFING ROOM

262

STORAGESTORAGESTORAGESTORAGE

264

MATERNITYMATERNITYMATERNITYMATERNITY

267

CNTRL. 1CNTRL. 1CNTRL. 1CNTRL. 1

268

PEDIATRICPEDIATRICPEDIATRICPEDIATRIC

269

ADULT 2ADULT 2ADULT 2ADULT 2

270

CNTRL. 2CNTRL. 2CNTRL. 2CNTRL. 2

271

ADULT 1ADULT 1ADULT 1ADULT 1

272

ISO.ISO.ISO.ISO.

273

MEN'SMEN'SMEN'SMEN'S

207

WOMEN'SWOMEN'SWOMEN'SWOMEN'S

206

RESEARCH NANORESEARCH NANORESEARCH NANORESEARCH NANOBIO LABBIO LABBIO LABBIO LAB

258

TEACHING LAB &TEACHING LAB &TEACHING LAB &TEACHING LAB &PREP. BIOMED.PREP. BIOMED.PREP. BIOMED.PREP. BIOMED.ENGINEERINGENGINEERINGENGINEERINGENGINEERING

256


257

RESEARCH NANORESEARCH NANORESEARCH NANORESEARCH NANOFABRCTN.FABRCTN.FABRCTN.FABRCTN.

260

GOWNGOWNGOWNGOWN

259


233


231


229

STUDENTSTUDENTSTUDENTSTUDENTINTERACTIVE SPACEINTERACTIVE SPACEINTERACTIVE SPACEINTERACTIVE SPACE

205


230


232


234


239


237


235NURSING SUITENURSING SUITENURSING SUITENURSING SUITE

MANAGERMANAGERMANAGERMANAGER

236


238


240

<300'

CONFERENCECONFERENCECONFERENCECONFERENCE

261

FACULTY KITCHENFACULTY KITCHENFACULTY KITCHENFACULTY KITCHEN

208

VEND 2VEND 2VEND 2VEND 2

209

ELEV.ELEV.ELEV.ELEV.

000

120 SF

15 SF/Occ

7 Occ

N. STUDY SPACEN. STUDY SPACEN. STUDY SPACEN. STUDY SPACE

202

328 SF

100 SF/Occ

4 Occ


227

115 SF

100 SF/Occ

2 Occ

ELEC./IT CHASEELEC./IT CHASEELEC./IT CHASEELEC./IT CHASE

226

MOLECULAR BIO.MOLECULAR BIO.MOLECULAR BIO.MOLECULAR BIO.STUDENT AREASTUDENT AREASTUDENT AREASTUDENT AREA

248B

93 SF

100 SF/Occ

1 Occ

127 SF

100 SF/Occ

2 Occ


276

126 SF

100 SF/Occ

2 Occ


275

JAN. STOR.JAN. STOR.JAN. STOR.JAN. STOR.

274

67 SF

100 SF/Occ

1 Occ

1

LIFE SAFETY PLAN LEGEND



SMOKE PARTITION (NO FIRE RATING)

TRAVEL DISTANCE TO EXIT

FULLY RECESSEDFIRE EXTINGUISHER CABINET

4100U FIRE ALARM PANEL

XX'

NOTE: ALL FIRESTOPPING AND SEALANT TO BE PROVIDED BY SINGLE SOURCE INSTALLER.

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A0.03

CODE & LIFE SAFETY

SCALE: 3/32" = 1'-0"A0.03

1 LIFE SAFETY- 2ND FLOOR

OCCUPANT LOAD DATA

FLOOR # ROOM NAME AREA(SF) OCC. / SF #of OCC.s

1ST FLOOR 107 E/W CORRIDOR 1658 SF 100 18

1ST FLOOR 109 STUDENT LOUNGE/LOBBY 596 SF 15 43

1ST FLOOR 112 FSI/MOLECULAR EVOLUTIONARY BIOLOGYTEACHING LAB

1559 SF 50 32

1ST FLOOR 113 FSI PREP. ROOM 165 SF 50 3

1ST FLOOR 114 EXTRACT. PREP. 183 SF 50 3

1ST FLOOR 115 PRE PCR 112 SF 50 2

1ST FLOOR 116 AMP 176 SF 50 3

1ST FLOOR 118 FSI ALS EXAM ROOM 204 SF 50 4

1ST FLOOR 119 FSI STOR. 87 SF 300 1


1ST FLOOR 121 FSI IMPRESSION EVIDENCE LAB 1749 SF 50 35

1ST FLOOR 122 FSI/MOLECULAR & EVOLUTIONARY BIOLOGYRESEARCH LAB

1293 SF 50 26

1ST FLOOR 123 DIGITAL EVIDENCE LAB 788 SF 50 15

1ST FLOOR 124 DIGITAL EVIDENCE TEACHING LAB 1149 SF 50 23


1ST FLOOR 126 OPERATIONS RESEARCH CONSULTING GROUP 319 SF 100 4

1ST FLOOR 127 BERESFORD ENDOWED CHAIR 276 SF 100 3

1ST FLOOR 128 WHEELCHAIR STOR. 109 SF 300 1

1ST FLOOR 129 WHEELCHAIR SIMULATION PROJECT 305 SF 50 6

1ST FLOOR 130 OFFICE 77 SF 100 1

UPPER 1ST FLOOR 131 IT 123 SF 300 1

UPPER 1ST FLOOR 132 CREIC DATA CENTER 604 SF 100 6

UPPER 1ST FLOOR 133 DATA WORK ROOM 200 SF 50 4

UPPER 1ST FLOOR 134 CREIC COLLABORATIVE LAB 1209 SF 50 25



UPPER 1ST FLOOR 137 COMPUTER SIMULATIONS 378 SF 100 4

UPPER 1ST FLOOR 138 COMPUTATIONAL CLASSROOM 1099 SF 20 54



UPPER 1ST FLOOR 142 ELEC. 283 SF 300 1

UPPER 1ST FLOOR 143 BIO WASTE 47 SF 300 1

UPPER 1ST FLOOR 144 CYL. 67 SF 300 1

UPPER 1ST FLOOR 145 MECHANICAL 232 SF 300 1

UPPER 1ST FLOOR 146 LOADING 329 SF 300 1

UPPER 1ST FLOOR 147 LECTURE HALL/SHELTER Not Enclosed (SEATS) 84

2ND FLOOR 201 SOUTH STUDY SPACE 120 SF 15 7

2ND FLOOR 202 N. STUDY SPACE 102 SF 15 6

2ND FLOOR 205 STUDENT INTERACTIVE SPACE 328 SF 100 4

2ND FLOOR 208 FACULTY KITCHEN 151 SF 100 1







2ND FLOOR 216 JAN. 40 SF 100 1











2ND FLOOR 228 WORK ROOM 159 SF 100 2








2ND FLOOR 236 NURSING SUITE MANAGER 115 SF 100 2





2ND FLOOR 241 CELL CULTURE CORE FACILITY 248 SF 50 5

2ND FLOOR 242 MICROBIOLOGY STUDENT AREA 133 SF 100 2

2ND FLOOR 243 RESEARCH MICROBIOLOGY LAB 1155 SF 50 20

2ND FLOOR 244 STERILIZATION AREA 191 SF 50 3

2ND FLOOR 246 BIOMEDICAL EQUIPMENT CORE FACILITY 491 SF 50 7

2ND FLOOR 247 DARK AREA 139 SF 50 2

2ND FLOOR 248 RESEARCH CELL/MOLECULAR BIO. LAB 1447 SF 50 25

2ND FLOOR 248B

MOLECULAR BIO. STUDENT AREA 93 SF 100 1

2ND FLOOR 249 BIOMEDICAL ENGINEERING RESEARCH LAB 1005 SF 50 19

2ND FLOOR 250 TEACHING LAB GEN/HIST/EXPERIMENTALBIOCHEMISTRY

1059 SF 50 21

2ND FLOOR 251 REFRIG. ROOM 236 SF 300 1

2ND FLOOR 252 TEACHING LAB PREP 158 SF 50 3

2ND FLOOR 253 TEACHING LABCELL/VIROLOGY/DEVELOPMENT BIO

1098 SF 50 20

2ND FLOOR 254 PROJECT SCHOLAR 244 SF 100 3

2ND FLOOR 255 MATH/BIOL. 244 SF 100 3

2ND FLOOR 256 TEACHING LAB & PREP. BIOMED.ENGINEERING

982 SF 50 18

2ND FLOOR 257 STOR. 105 SF 300 1

2ND FLOOR 258 RESEARCH NANO BIO LAB 740 SF 50 13

2ND FLOOR 259 GOWN 86 SF 50 1

2ND FLOOR 260 RESEARCH NANO FABRCTN. 209 SF 50 4

2ND FLOOR 261 CONFERENCE 480 SF 20 24

2ND FLOOR 262 DEBRIEFING ROOM 239 SF 15 17

2ND FLOOR 263 ELEC. 50 SF 300 1

2ND FLOOR 264 STORAGE 203 SF 300 1

2ND FLOOR 265 WARD LAB 947 SF 50 19

2ND FLOOR 267 MATERNITY 156 SF 50 3


2ND FLOOR 269 PEDIATRIC 120 SF 50 2




2ND FLOOR 273 ISO. 44 SF 50 1

2ND FLOOR 274 JAN. STOR. 67 SF 100 1



PENTHOUSE 301 PENTHOUSE 3777 SF 300 12

VII. PLUMBING SYSTEMS (CHAPTER 29)

TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

A. TOTAL FIXTURES REQUIRED FOR 1ST & 2ND FLOORS:

CLASSIFICATION W. C. LAV.S D. F. SRVC. SINK------------------------------------------------------------------------------------------------------------------------

(M & F) (M & F) BUSINESS 1 PER 25- 1 PER 40

(FOR 1ST 50) (FOR 1ST 80) 1 PER 100 1 THEN 1 PER 50 THEN 1 PER 80

TOTAL OCCUPANT LOAD- 823

1. REQUIRED WATER CLOSETS- 836 TOTAL OCC= 18 (9M & 9F)2. REQUIRED LAVATORIES- 836 TOTAL OCC= 12 (6M & 6F)3. REQUIRED DRINKING FOUNTAINS- 836 TOTAL OCC= 84. REQUIRED SERVICE SINKS- - 1

B. TOTAL FIXTURES PROVIDED FOR 1ST & 2ND FLOORS:

1. PROVIDED WATER CLOSETS/URINALS- 18 (10 ON 1st Floor, 8 on 2nd Floor)2. PROVIDED LAVATORIES- 12 (6 on 1st Floor, 6 on 2nd Floor)3. PROVIDED DRINKING FOUNTAINS- 8 (4 ADA)4. PROVIDED SERVICE SINKS- 2

VIII. MISCELLANEOUS REQUIREMENTS

A. PORTABLE FIRE EXTINGUISHERS ARE REQUIRED IN ACCORDANCE WITH INTERNATIONAL FIRE CODE

1. MAXIMUM TRAVEL DISTANCE= 75'-0"

MAXIMUM TRAVEL DISTANCE AS DESIGNED= <75'-0"NUMBER OF FIRE EXTINGUISHERS AS DESIGNED= 7 (3 PER FLOOR)

C. TABLE 1006.3.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD:1. 1ST FLOOR OCCUPANCY= (494) = MINIMUM # OF EXITS PER STORY=2 4 EXITS AT GROUND LEVEL AS DESIGNED2. 2ND FLOOR OCCUPANCY= (308) = MINIMUM # OF EXITS PER STORY=2 2 STAIRWAY EXITS AS DESIGNED

D. 1009- ACCESSIBLE MEANS OF EGRESS1. 1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESSIBE MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHEN MORE THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH

ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS

2. 1009.3 STAIRWAYS- EXIT STAIRWAY SHALL HAVE A CLEAR WIDTH OF 48"- -EXCEPTION 2.- 48" IS NOT REQUIRED AT EXIT STAIRWAYS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM.

E. 1011- STAIRWAYS (INCHES/OCCUPANT) STAIRWAY WIDTH SHALL NOT BE LESS THAN 44"

TOTAL STAIRWAY WIDTH AS DESIGNED= 44" BETWEEN HANDRAILS

F. TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE1. OCCUPANCY GROUP B WITH SPRINKLER = 300 FT.

G. 1019- EXIT ACCESS STAIRWAYS- 1019.3- OCCUPANCIES IN OTHER THAN GROUP I-2 AND I-3, FLOOR OPENINGS CONTAINING EXIT ACCESS STAIRWAYS OR RAMPS THAT DO NOT COMPLY WITH ONE OF THE CONDITIONS LISTED IN THIS SECTION SHALL BE ENCLOSED WITH A SHAFT ENCLOSURE CONSTRUCTED IN ACCORDANCE WITH SECTION 713.

1. EXIT ACCESS STAIRWAYS AND RAMPS THAT SERVE OR ATMOSPHERICALLY COMMUNICATE BETWEEN ONLY TWO STORIES. SUCH INTERCONNECTED STORIES SHALL NOT BE OPEN TO OTHER STORIES.

H. 1020- CORRIDORS1. TABLE 1020.1 CORRIDOR FIRE RESISTANCE RATING: OCCUPANCY GROUP B- OCCUPANCY LOAD GREATER THAN

30 WITH SPRINKLER SYSTEM= 02. TABLE 1020.2 CORRIDOR WIDTH. THE MINIMUM WIDTH CORRIDOR SHALL BE AS DETERMINED IN SECTION 1005.1, BUT NOT LESS THAN 44 INCHES.

J. 1023.2 - ENCLOSURES FOR INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACOORDANCE WITH SECTION 711, OR BOTH. INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES.

V. FIRE PROTECTION SYSTEMS (CHAPTER 9)

A. BUILDING WILL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM

B. SECTION 906- PORTABLE FIRE EXTINGUISHERS: REQUIRED

VI. MEANS OF EGRESS (CHAPTER 10)

A. TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT




TOTAL BUILDING OCCUPANTS- 836

B. TABLE 1005.3 EGRESS WIDTH PER OCCUPANT SERVED (WITH SPRINKLER SYSTEM)

1. 1005.3.1- STAIRWAYS- 2ND FLOOR OCCUPANT LOAD- 330 X .2 INCHES= 66" TOTAL FOR EXITS. (DIVIDED BY 2 FOR 2 STAIRS)= 33"

44" IS MINIMUM PER CODE. TOTAL COMBINED STAIR WIDTH AS DESIGNED= 88"




BM

BM

DN

4

A1.03

1:20

DN

3

A1.03

DN

2671. 49

1188.01

24"RCP

24"RCP

24"RCP

1198

1198

1198

1199

1186

1187

1187

1188

1188

118911911192

11921193

1193

1194

11

94

11

96

1196

11

97

1199

1201 1202

1191

1193

1193

1193

1194

1194

1196

1196 1196

1197

1197

1197

1197

1198

1198

1199

1199

1199

1201

1201

1201

1201

1202

1202

1202

12

03

1203

1203

1204

1204

1204

1206

1206

1185

1200

1185

1190

1190

119511

95

1200

1200

1205

12

05

DUMPSTER

2000KVAUTIL TRFM

NG 400KW GEN

285LX96.02WX112.5H

INTAKE

NORTH PRIMARYSHOWN ROUTED TOEAST SIDE OFCOURTYARD TO AVOIDRUNNING UNDER THEGENERATOR.

GAS

CONCRETEBOLLARDS

PS

BENCH

BENCH BENCH

ARCHITECTURAL BOLLARDS

WALL MOUNTED FDCNEW ADA RAMPIN EXISTING SIDEWALKCUT EXISTING CURB

PLANTER

EXISTING SIDEWALK

NEWSIDEWALK

EXISTING SIDEWALK

NEWSIDEWALK

EXISTING SIDEWALK

NEWSIDEWALK

EXISTING SIDEWALK

NEWSIDEWALK

EXISTING SIDEWALK

NEWSIDEWALK

NEWSIDEWALK

NO NEW PAVEMENTBEYOND THIS POINT

AREA PAVED BY OTHERS

SWINGING GATE

EL

EC

.

FORENSIC SCIENCEINSTITUTE

NIGH UNIVERSITYCENTER

S.D

. U

.G.

S.D. U.G.

UCO STEMTEACHING & RESEARCH

CENTER

LINE OF FUTUREPHASE 2

GA

RL

AN

D G

OD

FE

Y D

RIV

E

FIRST STREET

MAIN STREET

NOT INCLUDED INPARKING COUNT

NOT INCLUDED INPARKING COUNT

27

8

26

50

18

50

50

ATS1TSB1TN

"1HN"

LV1

"1LNG1"

"1LND"

"1LSBD"

SWBD MAIN

PGP

54X36 42X36

"1HSB"

FACP

SPD

SPD

SPD

GRAVEL,DECOMPOSED GRANITE

GRASS

STAINED CONCRETE

GROUND COVER

FH

CO

rcp

plastic

plastic

SGDITG=1187.92FL=1179.12

SGDITG=1188.17FL=1178.97

PRIMARYEXTENDINGNORTH UNDERMAIN STREET

PRIMARYEXTENDINGNORTH UNDERMAIN STREET

GP

DS

No Parking20mph

Stop

pedx

no park

ReservedReservedHCHCHCHCReserved

No Parking

caom mh

Decal Required

StopNo Parking

com mh

Com ParkingCom Parking

HCHCHCReserved

LP

LP

LP

LPLP

LP

LP

LP

LP

LP

LP

LPLP

LPLP

LP

LP

LP

LP

LP

1200

1200

1197

1198

1199

1201

1202

1203

1204

1190

1188

1189

1191

1192

1193

1194

1195

1200

1196

1197

1198

1199

1201

1202

1190

1188

1189

1192

1193

1194

1192

1193

1194

1189

1190

1186

1187

1188

1189

1191

1192

1193

1185

1184

1186

1187

1187

11911192

1193

1194 1194

PARKING LEGEND

EXISTING:

STANDARD SPACES- 392H.C. ACCESSIBLE SPACES- 10

TOTAL EXISTING SPACES- 402

PROPOSED:

STANDARD SPACES- 219H.C. ACCESSIBLE SPACES- 10

TOTAL PROPOSED SPACES- 229

A1.02

1

A1.03

1

A1.04

1

A1.05

1

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt

UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A1.01

ARCHITECTURAL SITEPLAN

SCALE: 1" = 20'-0"A1.01

1 ARCHITECTURAL SITE PLAN

ALTERNATE

ALTERNATE 2ALTERNATE

LEGEND

4

A1.02

3

A1.02

2

A1.02

DN

DN

1:20

DN

1:20

1205'

1202.5'

1200'

GROUND COVER BYOTHERS

DECOMPOSEDGRANITE(ALTERNATE 7)

ALIGN CANOPY ABOVE

9

A10.06

5

A1.04

4

A1.04

DN

1:20

45' - 0"

12

' - 3

3/4

"

CONCRETE WALK, REF. CIVIL

SUB GRADE, REF. CIVIL

RAMP SLOPE 1:12

6' - 8 5/8" 5' - 11"

2' -

0"

MONOLITHIC CONCRETE STAIR

1 1/2" X 1 1/2"

5' - 2 3/4"

A1.04

8

A1.04

6

A1.03

5


REINFORCING, REF. STRUCT.


EXPANSION JOINT WITH COMPRESSIBLEFILLER AND SEALANT

5' - 0" 20' - 0 5/8"

0' -

6"

EXPANSION JOINT WITH COMPRESSIBLEFILLER AND SEALANT

1 1/2" X 1 1/2" X 3/16" POWDER COATEDSTEEL TUBE HANDRAIL RETURNED TOGRADE AND SET IN GROUT (COLORDETERMINED BY THE ARCHITECT)


REINFORCING REF. STRUCT.

EXPANSION JOINT WITH COMPRESSIBLE FILLER ANDSEALANT

REF. CIVIL

1/2" BULLNOSE3' -

0"

TYP.

0' - 11"EXPANSION JOINT WITHCOMPRESSIBLE FILLER AND SEALANT


A1.04

6A1.04

8

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A1.02

NORTH ENTRY STAIR &RAMP

SCALE: 1/4" = 1'-0"A1.02

1 ENLARGED PLAN - NORTH ENTRY

SCALE: 1/4" = 1'-0"A1.02

2 EXT. NORTH RAMP ELEVATION

SCALE: 1/4" = 1'-0"A1.02

3 EXT. NORTH RAMP SECTION

SCALE: 1/4" = 1'-0"A1.02

4 EXT. NORTH STAIR SECTION

NOTE: REFER TO E1.10 FORSTAIR LIGHTS. (ALTERNATE 7. - SITE AMENITIES)

WHOLE SHEET RE-ISSUE

1

4

A1.03

5

A1.03

2

A1.03

3

A1.03

DN

1:20

DN

1:20

DN

1:20

1:20

DN

15' - 0"

5' - 0" 5' - 0" 5' - 0"

20

' - 0

"

5' -

0"

15

' - 0

"

20

' - 0

"

15

' - 0

"5

' - 0

"

14' - 0"

5' - 0" 4' - 0" 5' - 0"

LANDSCAPING BYOTHERS


CONC. PAVING

4' - 11"1' - 0"

3' - 3"0' - 3"

1' -

3"

LA

ND

SC

AP

ING

BY

OT

HE

RS

ALIGN

CJ

CJ

9

A10.06

CJ CJ



RAMP SLOPE 1:20

5' - 0"5' - 0"

3' -

0"

1' -

6"

RAMP BEYOND

MONOLITHIC CONCRETE STAIRA1.04

8

A1.04

6


REINFORCING, REF. STRUCT.


EXPANSION JOINT WITH COMPRESSIBLE FILLERAND SEALANT

5' - 0" 15' - 0"

0' -

6"

1 1/2" X 1 1/2" X 3/16" GALV. STEEL TUBEHANDRAIL BEYOND

1 1/2" X 1 1/2" X 3/16" POWDER COATEDSTEEL TUBE GUARDRAIL TO GRADEAND SET IN GROUT. (COLORDETERMINED BY THE ARCHITECT)

6 E

Q. =

3' -

0"

4" REINFORCED CONCRETE WALK

REINFORCING REF. STRUCT.

1/2" BULLNOSE


REF. CIVIL

1' -

0"

1' -

0"

1' -

6"


Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A1.03

EAST ENTRY STAIR &RAMP

SCALE: 1/4" = 1'-0"A1.03

1 ENLARGED SITE PLAN - EAST ENTRY

SCALE: 1/4" = 1'-0"A1.03

2 EXT. EAST RAMP ELEVATION

SCALE: 1/4" = 1'-0"A1.03

3 EXT. EAST RAMP SECTION

SCALE: 1/4" = 1'-0"A1.03

4 EXT. EAST STAIR ELEVATION

SCALE: 3/8" = 1'-0"A1.03

5 EXT. EAST STAIR SECTION


1

3

A1.04

2

A1.04

DN

DN

DNBENCH



12

' - 2

"8

' - 3

"

20

' - 5

"

18' - 9" 11' - 6"

30' - 3"

29' - 9 3/4"

20' - 3 3/4" 9' - 6"

1' -

11

"1

' - 0

"

1' - 0"

CJ

CJ CJ CJ CJ

CANOPY ABOVE


4

A1.04

ALTERNATE 7

5

A1.04

1' - 11"

7

A1.04

3

A1.04

SIM

7 E

Q. =

3'-6

"3'

- 0

"

1' - 0" 6 EQ. = 6' - 0"

1 1/2" X 1 1/2" X 3/16" POWER COATEDSTEEL TUBE HANDRAIL RETURNED TOGRADE AND SET IN GROUT(COLORDETERMINED BY THE ARCHITECT)


1/2" BULLNOSE


REF. CIVIL

A1.04

6A1.04

8

A1.04

6

11 1/8" 1' - 0"

REINFORCING REF. CIVIL

9 E

Q. =

4'-6

"3'

- 0

"

1' - 0" 8 @ 12" =8'-0" 11" 1' - 0"

1 1/2" X 1 1/2" X 3/16" POWDER COATEDSTEEL TUBE HANDRAIL RETURNED TOGRADE AND SET IN GROUT(COLORDETERMINED BY THE ARCHITECT)

4" REINFORCED CONCRETE WALK

REINFORCING REF. CIVIL

1/2" BULLNOSE


REF. CIVIL

A1.04

6

A1.04

8

A1.04

6

DECOMPOSED GRANITE

ALUMINUM EDGING

EDGING STAKE

EXISTING GRADE

FINISH GRADE

NOTEGRANITE TO BE INSTALLEDIN 2" LIFTS, COMPACT EACHLIFT TO 95% PROCTOR BEFOREINSTALLING SUBSIQUENT MATERIAL

2"2"

2"

6"

LIFT 1

LIFT 2

LIFT 3

COMPACTED SUB-GRADE

DECOMPOSED GRANITE

REF: CIVIL

NOTEGRANITE TO BE INSTALLEDIN 2" LIFTS, COMPACT EACHLIFT TO 95% PROCTOR BEFOREINSTALLING SUBSIQUENT MATERIAL

2"2"

2"

6"

LIFT 1

LIFT 2

LIFT 3

COMPACTED SUB-GRADE

3 1/

2"

1 1/2" X 1 1/2" X 3/16" POWDERCOATED STEEL TUBEHANDRAILSRETURNED TO GRADE AND SETIN GROUT (COLOR DETERMINEDBY THE ARCHITECT)

CORE DRILL AND SETHANDRAIL IN CONCRETEWALK

GROUT FULL

CONCRETE WALK

36"

T.O

. HA

ND

RA

IL

PLANTING SOIL

ALUMINUM LANDSCAPE EDGING

EDGING STAKE

EXISTING GRADE

FINISH GRADE

MA

X

0' -

7"

0' - 1"

1' - 0"

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A1.04

SOUTH ENTRY STAIR &RAMP

SCALE: 1/4" = 1'-0"A1.04

1 ENLARGED SITE PLAN - SOUTH ENTRY

A1.04

2 EXT. SOUTH STAIR SECTION 2

A1.04

3 EXTERIOR STAIR HANDRAIL - SOUTH STAIR SECTION

A1.04

4 EXT. DECOMPOSED GRANITE @ GRADE (ALTERNATE 7)A1.04

5 EXT. DECOMPOSED GRANITE @ PAVING (ALTERNATE 7)

A1.04

6 EXT. HANDRAIL SECTIONA1.04

7 EXT. LANDSCAPING EDGEA1.04

8 STAIR TREAD DETAIL


1

2000KVAUTIL TRFM

NG 400KW GEN

285LX96.02WX112.5H

S P

DUMPSTER

INTAKE

35' - 0"

31

' - 9

1/2

"6

' - 0

"6

' - 0

"1

' - 0

"

35' - 0"

A1.05

5

A1.05

4

A1.05

5

CONCRETEBOLLARDS(SHORT)

CONC. BALLARDS(TALL)

45

' - 0

"

LIGHT-MEDIUM DUTY FLAT FREE TREADED PNEUMATIC5" DIAMETER SWIVEL CASTERS. RATED FOR 300lbMINIMUM AND EXTERIOR USE

TUBE STEEL BOTTOM RAIL FOR GATEFRAME. REF. STRUCT.

GREASED BLOCK HINGESWELDED TO STRUCTURALPOST.

ALUMINUM PANEL, STANDING SEAM

TUBE STEEL INTERMEDIATEMEMBERS GATE FRAME

GREASED BLOCK HINGESWELDED TO STRUCTURALPOST.

2X2 STEEL ANGLE GALV.

BRAKE METAL TRIM

3/4" EXT. PLY. SHEATHING PAINTMECH. COURT SIDE. CUTFASTENERS FLUSH W F.O.PLYWOOD

CONCRETE SLAB

POST BASE AND CONCRETE FOOTING, REF. STRUCT.

TUBE STEEL BOTTOM RAIL FOR FENCEFRAME, REF. STRUCT.

2X6 18 GA. METAL STUD FRAMING 16" O.C.


4" DIA STEEL PIPE BOLLARDRE. CIVIL.

BREAK METAL CAP

TUBE STEEL FOR TOP RAIL OF FENCEFRAME, REF. STRUCT.

3/4" EXT. PLY. SHEATHING PAINTMECH. COURT SIDE. CUTFASTENERS FLUSH W F.O.PLYWOOD

7' -

6"

4" DIA. STEEL PIPE BOLLARD

METAL PANEL WRAPS CORNER

ALUMINUM PANEL. STANDING SEAM, REF. 10/A9.06

TUBE STEEL POST, REF. STRUCT.

TUBE STEEL BOTTOM RAIL FORFENCE FRAME. REF. STRUCT.

TUBE STEEL BOTTOM RAIL FORFENCE FRAME. REF. STRUCT.

2X6 18 GA. METAL STUDFRAMING, 16" O.C

EXT. GRADE PLYWOOD

METAL FLASHING

LATCH @ INT. OF GATE G.C.TO SUBMIT FOR APPROVAL

METAL TRIM E.S.

TUBE STEEL GATE FRAME

METAL TRIM E.S.

METAL PANEL

METAL TRIM E.S.

TUBE STEEL GATE FRAMETUBE STEEL GATE FRAMETUBE STEEL GATE FRAME

GREASED BLOCK HINGES

STEEL POST, REF. STRUCTURAL

TUBE STEEL BOTTOM RAIL FOR FENCE FRAME, REF. STRUCT.

CANE BOLT INTO SLAB

0' -

3 7

/8"

0' - 6"

EXT. GRADE PLYWOOD

16GA. 6" METAL STUDS AT 16"O.C. TYP.

ALUMINUM PANEL. STANDING SEAM

VAPOR BARRIER

PLYWOOD SHEATHING

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A1.05

UTILITY ENCLOSURE

SCALE: 1/8" = 1'-0"A1.05

1 ENLARGED SITE PLAN - NORTHEAST UTILITY ENCLOSURE

A1.05

2 UTILITY COURTYARD SECTION @ GATEA1.05

3 UTILITY COURTYARD SECTION @ FENCE

A1.05

4 UTILITY COURTYARD PLAN @ CORNERA1.05

5 UTILITY COURTYARD PLAN @ OUTWARD SWINGING GATE

NOTE: ALL STRUCTURAL STEEL IS GALVANIZED.

A1.05

6 UTILITY COURTYARD PLAN DETAIL


1

EAST ELEVATION

NORTH AND SOUTH ELEVATION

WEST ELEVATION

6' - 0" 6' - 0"

44' - 9"

SWINGING GATE

44' - 9"

35' - 0"




1' - 0" 31' - 9"

BRAKE METAL TRIM

STEEL POST. REF: STRUCTURAL

TUBE STEEL BOTTOM RAIL FOR FENCEFRAME. REF: STRUCTURAL.

TUBE STEEL TOP RAIL FOR FENCEFRAME. REF: STRUCTURAL.


7' -

6"

8' -

0"

8' -

0"

TYP.

1' - 4"

TUBE STEEL TOP RAIL FOR FENCEFRAME. REF: STRUCTURAL.


3

A1.05

2

A1.056

A1.05

4

A1.05

6

A1.05

2

A1.05

3

A1.05

2

A1.05

6

A1.05

2

A1.05

4

A1.05

Sheet:

Job No.

Date Issued:

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

100%

CO

NSTR

UCTIO

N

DO

CU

MEN

TS R

EV

IEW

SET-

NO

T F

OR

CO

NSTR

UC

TIO

N

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A1.06

UTILITY ENCLOSUREELEVATIONS

A1.06

1 EXT. UTILITY COURTYARD ELEVATIONSWHOLE SHEET RE-ISSUE

1

UP

UP

..

..

FE

C

FE

C

FE

C

A5.01

A5.01

A5.01

1

9 11 1287 1054321

A A

B B

C C

H H

K K

M M

N N

FSI PREP. ROOM

113

EXTRACT. PREP.

114

PRE PCR

115

AMP

116

FSI/MOLECULAR EVOLUTIONARYBIOLOGY TEACHING LAB

112

TL STYLECLASSROOM

120

FSI ALS EXAMROOM

118

FSI STOR.

119

FSI CORRIDOR

117

FSI IMPRESSION EVIDENCE LAB

121

OFFICE

130

WHEELCHAIRSIMULATION

PROJECT

129

WHEELCHAIRSTOR.

128

BERESFORDENDOWED CHAIR

127

OPERATIONSRESEARCH

CONSULTINGGROUP

126

DIGITAL EVIDENCETEACHING LAB

124

DIGITAL EVIDENCELAB

123

FSI/MOLECULAR & EVOLUTIONARYBIOLOGY RESEARCH LAB

122

VEST.

100

VEST.

102

STUDENTLOUNGE/LOBBY

109

SOUTH STAIR

105

VEST.

101

DATA WORKROOM

133

CREIC DATA CENTER

132

CREIC COLLABORATIVE LAB

134

COMPUTATIONALCLASSROOM

138

OFFICE

136

OFFICE

135

COMPUTER SIMULATIONS

137

IT

131

NORTH STAIR

104

VEST.

103

LECTURE HALL/SHELTER

147

ELEV.

000

2

TL STYLECLASSROOM

125

LOADING

146

ELEC.

142

BIO WASTE

143

MECHANICAL

145

CYL.

144

A5.014

3

219' - 0" 15' - 7"

116'

- 0

1/2

"

JAN.

148

STOR.

140

6 13 14 15 16 17 18 19 20

D D

G G

F F

E E

J J

L L

41' -

8"

73' -

10

1/4"

STOR.

139

MEN'S

111WOMEN'S

110

S. CORRIDOR

106

N. CORRIDOR

108

E/W CORRIDOR

107

1

A6.01

62' - 0" 51' - 10" 12' - 2" 93' - 0"

31

' - 8

1/2

"

38

' - 1

0 1

/2"

13

' - 7

1/4

"1

0' -

0"

53

' - 0

1/2

"

2

A6.01

3

A6.01

4

A6.01

13.5

VEND 1

149

14' - 4 3/4" 114' - 1 1/4" 26' - 5 1/2" 52' - 10 1/4" 18' - 3 3/4" 6' - 10 3/4" 15' - 2 1/4"

248' - 2 1/4"

42

' - 4

"4

1' -

11

3/4

"

14' - 0"

10' -

1 3

/4"

1

1

SOUTH NORTH

1ST FLOOR- KEY PLAN1ST FLOOR- KEY PLAN1ST FLOOR- KEY PLAN1ST FLOOR- KEY PLAN

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A2.01

1ST FLOOR PLANSCALE: 1" = 10'-0"A2.01

1 OVERALL 1ST FLOOR PLAN

ELLIOTT + ASSOCIATES ARCHITECTS ADDENDUM 3...

Documents

Transcript of ELLIOTT + ASSOCIATES ARCHITECTS ADDENDUM 3...