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)
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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
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.
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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UP
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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.
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.
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Job No.
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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.
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
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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
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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
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.com
McC
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n, W
ilso
n &
Law
rie, Inc.
C:\U
sers
\Ben B
utler.
EA
AC
OR
P\D
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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
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Pkw
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A 2
30
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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
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S\1
9-
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S_U
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Addendum 3 12/06/161
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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)