CCMH Pioneer Manor Skilled Nursing Facility Questions – June 4, 2013 AP-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 Monday, June 3, 2013, Ron Christenson indicated that REVISED drawings would be issued on Thursday, June 6. No; a single addendum answering questions and adding additional scope information is being prepared, to be issued about one week before GMP’s are due. Please 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. Please confirm if this is true. YES

If it is true, please provide the email 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. Please 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 Lantz Boggio include Contract Administration fees? YES Please 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 GMP’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

Please provide clarification for the foundation system for the building. The specifications include sections for “Engineered Aggregate Piers” and “Drilled Concrete Piers”. Sheet S-100 indicates FOUNDATION ALTERNATIVES; these include “Engineered Aggregate Piers” and “Driven ‘H’ Piles. Sheet S-500 indicates that the footings are placed on aggregate piers. Please indicate which system should be used for the basis of the design. Engineered Aggregate Piers for a basis, however alternatives are encouraged There is a Memory 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 GMP 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 6, 2013 Can you provide information concerning the elevations of the proposed utilities and services coming into the site? Post 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-1.0? If GC is responsible can we get some details on size, footings (etc.). All General’s to provide an allowance of $10,000 for the construction of main entry signage elements Can you provide specifications for the block retaining walls shown on sheet C-1.0? 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-1.0? Fence to be a 6’ high black ornamental metal picket fence with verticals at 4” on centers and minimum 2x2 posts at 8’ 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 064100 and 066510, is there any additional information (interior elevations, schedules, etc) regarding quantities required under these specification sections? Detail 17/A-850 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-900 & A-901? Please provide some general information explaining which types of frames will require casing/trims (as shown on detail 2/A-851)? 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.

Can you provide additional info on quantity of handrail required per detail 17/A-850? 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-211/221 series sheets indicating handrail or a different "chair rail" assembly? Dashed lines on Interior Plan sheets 211 thru 221 indicate where there is one type finish below the handrail shown on detail 17/A-850 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 012100 states shelving is to be MDF, where section 062000 article 1.01 D states MDF not to be used? Please clarify. MDF is acceptable Which drawing sheets depict traffic coating requirements under division 071800? Plan 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 07-4646; 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 083100? 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 092400? Plaster to be the substrate behind all exterior walls receiving stone veneer Could you please provide a schedule of signs required under 101400? Or please clarify an allowance amount if the sign information is not available at this time? General Contractor’s to provide an allowance of $10,000 for the purchase and installation of interior signage. Regarding Specification 102123, could you please provide additional information as to where curtain tracks are shown to be required on the drawings? At all resident room showers

Under spec section 012100 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 3/A-850? If not, please clarify quantity, size, and models of TV's required. For purposes of the GMP, provide an allowance of $45,000 for the purchase of 160 32” HDTV, and for ten 42” HDTV for public spaces. Regarding Specification 104400, 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 GMP, General Contractors are to assume 4 fire extinguisher cabinets per zone per floor. Please provide a specification for the loading dock equipment shown on sheet A-400 items 31 & 32 Kelley 30K pound CM6x6 Leveler with associated bumpers or equal. Include factory installed Neoprene weather seal; 18” lip, and B410-14F bumpers. Detail 1/A-800 depicts a refrigerator inside the patient cabinets at the footwall. Who is responsible for those appliances? General Contractor’s to include an allowance of $40,000 for the purchase of under counter in cabinet refrigerators at all resident rooms I have noticed that there are two furnaces on the 1st

Furnaces are 3 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 3, as opposed to serving these small spaces from roof top mounted equipment.

floor mechanical zone 3 drawings. Could someone point me in the direction of the schedule for these furnaces, I do not see them on M101. Do they have a/c’s on them?

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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112

K1

12K112K1

12K112K1

18K

418

K4

18K

418

K4

TR

US

ST

RU

SS

TR

US

ST

RU

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18K518K5

18K518K5

18K518K5

18K518K5

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W24

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3.3

1.12

2.112.150.5

2.10

1.12

3.3

1.12

2.10

0.5

2.101.12

1

S-520

2.11

2.10

1

S-520

112' - 6"

2.10

2.10

112' - 6"

W24

X68

W24

X68

4.5

4.5

4.5

1

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1

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1

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2" EXPANSION JOINT

2" EXPANSION JOINT

TYP

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1

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129' -

5 3

9/2

56"

2 1

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2 1

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2 1

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2 1

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6"

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6"

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6" / 1'-0" 6" / 1'-0"

2 1

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2 1

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20' -

5 3

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55' - 8 1/2"

B

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1 3 4 5 6 7 8 10 11 12 13 14 162 159

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6:12

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6:12

SLO

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2 1/2:12

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6:12

SLO

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6:12

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6:12

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1 3 4 5 6 7 8 10 11 12 13 14 162 159

W24

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W24

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W24X55W24X55 W24X55W24X55 W24X55W24X55

W24

X55

W24

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W18

X35

W18

X35

W18X35W18X35 W18X35W18X35

W21

X44

W21

X44

W21

X44

W21

X44

W21

X44

W21

X44

W16

X26

W16

X26

W16

X26

W16

X26

W16

X26

W16

X26

W18X35W18X35

W16

X26

W16

X26

W24

X55

W24

X55

W16

X26

W16

X26

10K110K1

24K624K6

24K624K6

20K420K4

12K112K1

20K420K4

20K420K4

5

S-530