Can you please issue the most recent Soils Report as prepared by Strata? Updated Soils Report to be posted to Christenson Corporation web site

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1 CCH ioneer anor Skilled Nursing Facility Questions June, 0 A-Wyoming Can you please issue the most recent Soils Report as prepared by Strata? Updated Soils Report to be posted to Christenson Corporation web site At the pre-bid job walk on onday, June, 0, Ron Christenson indicated that REVISED drawings would be issued on Thursday, June. No; a single addendum answering questions and adding additional scope information is being prepared, to be issued about one week before G s are due. lease confirm that drawings will be issued. See Above If revised drawings will be issued can you indicate what changes will be included? Addendum will have written description of what is included If new drawings are going to be issued will additional time be allowed for the completion of our proposals? TBD Also at the pre-bid, it was indicated that we would be able to submit our proposal electronically. lease confirm if this is true. YES If it is true, please provide the addresses that should be used for the electronic submittal. Geer, Blaine Blaine.Geer@ccmh.net Ted Zontelli ted@christensoncorporation.com It is our understanding that the project site previously had structures on it. lease indicate to what extent the previously demolished buildings were removed? Additional information to be provided Are foundations still in place? Additional information to be provided Are existing utility lines still in place? Additional information to be provided Will the design fees provided by antz Boggio include Contract Administration fees? YES lease indicate what the last day for questions will be. TBD Also please indicate if a formal addendum will be issued and if so, when it will be issued. A single addendum answering questions and adding additional scope information is being prepared, to be issued about one week before G s are due Is it possible for you to provide the AutoCAD Civil Drawings for our earthwork subcontractors to use for their quantity take-offs? TBD with Civil Engineer

2 lease provide clarification for the foundation system for the building. The specifications include sections for Engineered Aggregate iers and Drilled Concrete iers. Sheet S-00 indicates FOUNDATION ATERNATIVES; these include Engineered Aggregate iers and Driven H iles. Sheet indicates that the footings are placed on aggregate piers. lease indicate which system should be used for the basis of the design. Engineered Aggregate iers for a basis, however alternatives are encouraged There is a emory Care wing indicated on the drawings. Will there be a requirement for a Wanderguard type system? If so will it be provided by the General Contractor or the Owner? Also, is there any rough-in required by the General Contractor? For purposes of the G process, assume Owner will be providing the Wanderguard system through a third party vendor. General Contractors are to include costs for reasonable coordination between vendor to other building systems provided under the General s scope of work. Questions from Sampson Construction, June, 0 Can you provide information concerning the elevations of the proposed utilities and services coming into the site? ost demolition survey is being completed but may not be available prior to submittal date. Contractors to make reasonable assumptions regarding invert elevations. Who is responsible for the entrance signs on Sheet C-.0? If GC is responsible can we get some details on size, footings (etc.). All General s to provide an allowance of $0,000 for the construction of main entry signage elements Can you provide specifications for the block retaining walls shown on sheet C-.0? Intent is for the block site walls to be a stackable, interlocking architectural block with both color and texture. Can you provide information on the decorative fencing shown on Sheet C-.0? Fence to be a high black ornamental metal picket fence with verticals at on centers and minimum x posts at max Can you provide information on the existing construction of the gazebo that will be relocated from the existing facility? Owner to be responsible for the relocating of their existing gazebo. Regarding section 000 and 00, is there any additional information (interior elevations, schedules, etc) regarding quantities required under these specification sections? Detail /A-0 indicates a number of moulding profiles, but there is little to no info in the balance of the bid documents outlining requirements? Would an allowance be more appropriate for these trims at this time? Additional interior elevations further defining some detail of the scope will be issued by addendum. Can you provide missing head and jamb details on Sheet A-00 & A-0? lease provide some general information explaining which types of frames will require casing/trims (as shown on detail /A-)? Documents are Design Development documents. General Contractor s are to make educated reasonable assumptions based upon their experiences with similar Senior Care facilities consistent with the quality level and intent generally described.

3 Can you provide additional info on quantity of handrail required per detail /A-0? NO, General Contractor to make best assumptions on their experience with applicable codes and doing similar high quality Senior Care facilities. Are dashed lines on ID-/ series sheets indicating handrail or a different "chair rail" assembly? Dashed lines on Interior lan sheets thru indicate where there is one type finish below the handrail shown on detail /A-0 and another above Can you provide additional information (ie interior elevations) for typical kitchen, living, and dining rooms? The walls separating these spaces from the corridor look like they could potentially be quite ornate, but not information is available regarding any materials, trims, glazings, etc? Additional interior elevations to be provided by addendum Spec section 000 states shelving is to be DF, where section 0000 article.0 D states DF not to be used? lease clarify. DF is acceptable Which drawing sheets depict traffic coating requirements under division 000? lan drawings show exterior second level terraces where a traffic coating will be provided as a waterproofing membrane and a finished surface. Documents are a Design Development set requiring General Contractor s to extrapolate certain detail information based upon construction experience with similar building types and construction methodologies Is there a specification for the cementitious siding and panel? Section 0-; Both horizontal siding and vertical board and batt siding to be products produced by manufacturers listed. Which sheets depict access door size, quantity, keying, and rating requirements under spec 000? Can you please provide schedule outlining these requirements? NO to schedule. No specific sheets show where access panels may be located. Spec Section is intended to establish the quality level of such features where such access will be required. Documents are a Design Development set intended to show the general scope, intent, and quality level of the project only. General Contractor s to make experienced and educated assumptions as to quantities of access panels that will be required based upon their prior similar experience with buildings of this use and type. Which drawing sheets depict plaster requirements under division 000? laster to be the substrate behind all exterior walls receiving stone veneer Could you please provide a schedule of signs required under 000? Or please clarify an allowance amount if the sign information is not available at this time? General Contractor s to provide an allowance of $0,000 for the purchase and installation of interior signage. Regarding Specification 0, could you please provide additional information as to where curtain tracks are shown to be required on the drawings? At all resident room showers

4 Under spec section 000 allowances, the last article states Items to be furnished by GC include "wall mounted TV's/Blocking as required.." Can we assume the owner will provide the TV and the GC will only provide the blocking as noted in detail /A-0? If not, please clarify quantity, size, and models of TV's required. For purposes of the G, provide an allowance of $,000 for the purchase of 0 HDTV, and for ten HDTV for public spaces. Regarding Specification 000, could you please provide additional information as to where Fire Extinguisher Cabinets are shown to be required on the drawings? Fire Extinguisher and cabinets to be located where the local Fire Department says they are to be located. For the purposes of the G, General Contractors are to assume fire extinguisher cabinets per zone per floor. lease provide a specification for the loading dock equipment shown on sheet A-00 items & elley 0 pound Cx eveler with associated bumpers or equal. Include factory installed Neoprene weather seal; lip, and B0-F bumpers. Detail /A-00 depicts a refrigerator inside the patient cabinets at the footwall. Who is responsible for those appliances? General Contractor s to include an allowance of $0,000 for the purchase of under counter in cabinet refrigerators at all resident rooms I have noticed that there are two furnaces on the st floor mechanical zone drawings. Could someone point me in the direction of the schedule for these furnaces, I do not see them on 0. Do they have a/c s on them? Furnaces are Ton units with A/C to serve the two mechanical zones ( one interior, one with exterior exposures)associated with the Administration area portion of Zone, as opposed to serving these small spaces from roof top mounted equipment. The geotechnical report from Strata indicates that ground improvement is necessary and rammed aggregate pier elements should be used for support of the foundations due to the potential settlement of the subsurface soils. Their report also mentions that it may be advisable to use rammed aggregate pier elements as ground improvement beneath the floor slabs to minimize settlement. Are we to include rammed aggregate pier elements beneath the floor slabs in our scope/estimate? NO, base price to include piers just for the principle column and wall loads. Contractors to provide a unit cost for providing piers at sensitive slab on grade conditions if that becomes necessary. In order for us to determine our pier design/layout, we need to know the structural loads/reactions for each of the individual columns and walls. I will also need to know the design floor slab loading if we are to place piers beneath the slabs. See attached pdf from the Structural Engineer for load information.

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