elliott + associates architects addendum 3...
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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)
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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
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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.
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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
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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
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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 $D and
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$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.
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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
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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
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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?
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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;
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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.
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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
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FE
C
LIFE SAFETY PLAN LEGEND
1 HOUR FIRE SEPARATION WALL
2 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
OFFICEOFFICEOFFICEOFFICE
136
283 SF
300 SF/Occ
1 Occ
BIO WASTEBIO WASTEBIO WASTEBIO WASTE
143
CYL.CYL.CYL.CYL.
144
MECHANICALMECHANICALMECHANICALMECHANICAL
145
STOR.STOR.STOR.STOR.
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
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MA
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Randall LynnElliott
Oklahoma City,Okla.
No. 1592
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UN
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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 125 TL STYLE CLASSROOM 871 SF 20 40
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 136 OFFICE 122 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 140 STOR. 173 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 211 OFFICE 119 SF 100 2
2ND FLOOR 212 OFFICE 112 SF 100 2
2ND FLOOR 213 OFFICE 112 SF 100 2
2ND FLOOR 214 OFFICE 116 SF 100 2
2ND FLOOR 215 OFFICE 116 SF 100 2
2ND FLOOR 216 JAN. 40 SF 100 1
2ND FLOOR 217 OFFICE 114 SF 100 2
2ND FLOOR 218 OFFICE 114 SF 100 2
2ND FLOOR 219 OFFICE 113 SF 100 2
2ND FLOOR 220 OFFICE 119 SF 100 2
2ND FLOOR 221 OFFICE 119 SF 100 2
2ND FLOOR 222 OFFICE 116 SF 100 2
2ND FLOOR 223 OFFICE 116 SF 100 2
2ND FLOOR 224 OFFICE 116 SF 100 2
2ND FLOOR 225 OFFICE 116 SF 100 2
2ND FLOOR 227 OFFICE 115 SF 100 2
2ND FLOOR 228 WORK ROOM 159 SF 100 2
2ND FLOOR 229 OFFICE 116 SF 100 2
2ND FLOOR 230 OFFICE 115 SF 100 2
2ND FLOOR 231 OFFICE 118 SF 100 2
2ND FLOOR 232 OFFICE 117 SF 100 2
2ND FLOOR 233 OFFICE 121 SF 100 2
2ND FLOOR 234 OFFICE 119 SF 100 2
2ND FLOOR 235 OFFICE 116 SF 100 2
2ND FLOOR 236 NURSING SUITE MANAGER 115 SF 100 2
2ND FLOOR 237 OFFICE 118 SF 100 2
2ND FLOOR 238 OFFICE 117 SF 100 2
2ND FLOOR 239 OFFICE 122 SF 100 2
2ND FLOOR 240 OFFICE 120 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 271 CNTRL. 2 100 SF 50 2
2ND FLOOR 272 ADULT 1 151 SF 50 2
2ND FLOOR 273 ISO. 44 SF 50 1
2ND FLOOR 274 JAN. STOR. 67 SF 100 1
2ND FLOOR 275 OFFICE 126 SF 100 2
2ND FLOOR 276 OFFICE 127 SF 100 2
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
OFFICEOFFICEOFFICEOFFICE
210
OFFICEOFFICEOFFICEOFFICE
211
OFFICEOFFICEOFFICEOFFICE
213
OFFICEOFFICEOFFICEOFFICE
212
OFFICEOFFICEOFFICEOFFICE
214
OFFICEOFFICEOFFICEOFFICE
215
OFFICEOFFICEOFFICEOFFICE
217
JAN.JAN.JAN.JAN.
216
OFFICEOFFICEOFFICEOFFICE
218
OFFICEOFFICEOFFICEOFFICE
219
OFFICEOFFICEOFFICEOFFICE
220
OFFICEOFFICEOFFICEOFFICE
221
OFFICEOFFICEOFFICEOFFICE
223
OFFICEOFFICEOFFICEOFFICE
222
OFFICEOFFICEOFFICEOFFICE
224
OFFICEOFFICEOFFICEOFFICE
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
STOR.STOR.STOR.STOR.
257
RESEARCH NANORESEARCH NANORESEARCH NANORESEARCH NANOFABRCTN.FABRCTN.FABRCTN.FABRCTN.
260
GOWNGOWNGOWNGOWN
259
OFFICEOFFICEOFFICEOFFICE
233
OFFICEOFFICEOFFICEOFFICE
231
OFFICEOFFICEOFFICEOFFICE
229
STUDENTSTUDENTSTUDENTSTUDENTINTERACTIVE SPACEINTERACTIVE SPACEINTERACTIVE SPACEINTERACTIVE SPACE
205
OFFICEOFFICEOFFICEOFFICE
230
OFFICEOFFICEOFFICEOFFICE
232
OFFICEOFFICEOFFICEOFFICE
234
OFFICEOFFICEOFFICEOFFICE
239
OFFICEOFFICEOFFICEOFFICE
237
OFFICEOFFICEOFFICEOFFICE
235NURSING SUITENURSING SUITENURSING SUITENURSING SUITE
MANAGERMANAGERMANAGERMANAGER
236
OFFICEOFFICEOFFICEOFFICE
238
OFFICEOFFICEOFFICEOFFICE
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
OFFICEOFFICEOFFICEOFFICE
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
OFFICEOFFICEOFFICEOFFICE
276
126 SF
100 SF/Occ
2 Occ
OFFICEOFFICEOFFICEOFFICE
275
JAN. STOR.JAN. STOR.JAN. STOR.JAN. STOR.
274
67 SF
100 SF/Occ
1 Occ
1
LIFE SAFETY PLAN LEGEND
1 HOUR FIRE SEPARATION WALL
2 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.
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
A0.03
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 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 125 TL STYLE CLASSROOM 871 SF 20 40
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 136 OFFICE 122 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 140 STOR. 173 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 211 OFFICE 119 SF 100 2
2ND FLOOR 212 OFFICE 112 SF 100 2
2ND FLOOR 213 OFFICE 112 SF 100 2
2ND FLOOR 214 OFFICE 116 SF 100 2
2ND FLOOR 215 OFFICE 116 SF 100 2
2ND FLOOR 216 JAN. 40 SF 100 1
2ND FLOOR 217 OFFICE 114 SF 100 2
2ND FLOOR 218 OFFICE 114 SF 100 2
2ND FLOOR 219 OFFICE 113 SF 100 2
2ND FLOOR 220 OFFICE 119 SF 100 2
2ND FLOOR 221 OFFICE 119 SF 100 2
2ND FLOOR 222 OFFICE 116 SF 100 2
2ND FLOOR 223 OFFICE 116 SF 100 2
2ND FLOOR 224 OFFICE 116 SF 100 2
2ND FLOOR 225 OFFICE 116 SF 100 2
2ND FLOOR 227 OFFICE 115 SF 100 2
2ND FLOOR 228 WORK ROOM 159 SF 100 2
2ND FLOOR 229 OFFICE 116 SF 100 2
2ND FLOOR 230 OFFICE 115 SF 100 2
2ND FLOOR 231 OFFICE 118 SF 100 2
2ND FLOOR 232 OFFICE 117 SF 100 2
2ND FLOOR 233 OFFICE 121 SF 100 2
2ND FLOOR 234 OFFICE 119 SF 100 2
2ND FLOOR 235 OFFICE 116 SF 100 2
2ND FLOOR 236 NURSING SUITE MANAGER 115 SF 100 2
2ND FLOOR 237 OFFICE 118 SF 100 2
2ND FLOOR 238 OFFICE 117 SF 100 2
2ND FLOOR 239 OFFICE 122 SF 100 2
2ND FLOOR 240 OFFICE 120 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 271 CNTRL. 2 100 SF 50 2
2ND FLOOR 272 ADULT 1 151 SF 50 2
2ND FLOOR 273 ISO. 44 SF 50 1
2ND FLOOR 274 JAN. STOR. 67 SF 100 1
2ND FLOOR 275 OFFICE 126 SF 100 2
2ND FLOOR 276 OFFICE 127 SF 100 2
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 1ST FLOOR OCCUPANTS- 494
TOTAL 2ND FLOOR OCCUPANTS- 330
TOTAL PENTHOUSE OCCUPANTS- 12
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"
TOTAL 1ST FLOOR OCCUPANTS- 494
TOTAL 2ND FLOOR OCCUPANTS- 330
TOTAL PENTHOUSE OCCUPANTS- 12
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
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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
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AN
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H C
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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
SUB GRADE, REF. CIVIL
REINFORCING, REF. STRUCT.
CONCRETE WALK, REF. CIVIL
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)
CONCRETE WALK, REF. CIVIL
REINFORCING REF. STRUCT.
EXPANSION JOINT WITH COMPRESSIBLE FILLER ANDSEALANT
REF. CIVIL
1/2" BULLNOSE3' -
0"
TYP.
0' - 11"EXPANSION JOINT WITHCOMPRESSIBLE FILLER AND SEALANT
MONOLITHIC CONCRETE STAIR
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
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
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
GROUND COVER 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
CONCRETE WALK, REF. CIVIL
SUB GRADE, REF. CIVIL
RAMP SLOPE 1:20
5' - 0"5' - 0"
3' -
0"
1' -
6"
RAMP BEYOND
MONOLITHIC CONCRETE STAIRA1.04
8
A1.04
6
SUB GRADE, REF. CIVIL
REINFORCING, REF. STRUCT.
CONCRETE WALK, REF. CIVIL
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
EXPANSION JOINT WITH COMPRESSIBLE FILLERAND SEALANT
REF. CIVIL
1' -
0"
1' -
0"
1' -
6"
MONOLITHIC CONCRETE STAIR
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
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rid
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Pkw
y.
Ash
lan
d, V
A 2
30
05
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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
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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
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
WHOLE SHEET RE-ISSUE
1
3
A1.04
2
A1.04
DN
DN
DNBENCH
GROUND COVER BYOTHERS
LANDSCAPING BYOTHERS
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
LANDSCAPING BYOTHERS
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)
CONCRETE WALK, REF. CIVIL
1/2" BULLNOSE
EXPANSION JOINT WITH COMPRESSIBLE FILLERAND SEALANT
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
EXPANSION JOINT WITH COMPRESSIBLE FILLERAND SEALANT
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
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
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
WHOLE SHEET RE-ISSUE
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.
ALUMINUM PANEL, STANDING SEAM
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
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
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
WHOLE SHEET RE-ISSUE
1
EAST ELEVATION
NORTH AND SOUTH ELEVATION
WEST ELEVATION
6' - 0" 6' - 0"
44' - 9"
SWINGING GATE
44' - 9"
35' - 0"
ALUMINUM PANEL, STANDING SEAM
ALUMINUM PANEL, STANDING SEAM
ALUMINUM PANEL, STANDING SEAM
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.
2X6 18 GA. METAL STUD FRAMING 16" O.C.
7' -
6"
8' -
0"
8' -
0"
TYP.
1' - 4"
TUBE STEEL TOP RAIL FOR FENCEFRAME. REF: STRUCTURAL.
2X6 18 GA. METAL STUD FRAMING 16" O.C.
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
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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
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
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
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
A2.01
1ST FLOOR PLANSCALE: 1" = 10'-0"A2.01
1 OVERALL 1ST FLOOR PLAN
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