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15JW015-0076No.
GH Phipps Wyoming4800 Innovation Drive Fort Collins CO 80525
TO:
04/08/2015DATE:
033000-Cast-In-Place ConcreteRE:
Nathan FergusonATTN:
Shop Drawings
Letter
Prints
Change Order
Plans
Samples
Specifications / Product Data
Other:
Approval
Your Use
As Requested
Review and Comment
Attached
Separate Cover Via:
Approved as Submitted
Approved as Noted
Returned After Loan
Resubmit
Submit
Returned
Returned for Corrections
Due Date: 04/15/2015
WE ARE SENDING: SUBMITTED FOR:
SENT VIA:
ACTION TAKEN:
TRANSMITTAL
Nathan FergusonSigned:
PROJECT: GCSD-Lingle Ft Laramie Elementary Schl, Bus Barn, Vo Ag
04/08/2015
04/08/2015
04/08/2015
04/08/2015
04/08/2015
04/08/2015
04/08/2015
04/08/2015
04/08/2015
04/08/2015
04/08/2015
Date
033000-01
033000-02
033000-03
033000-04
033000-05
033000-06
033000-07
033000-08
033000-09
033000-10
033000-11
Code
Cast-In-Place Concrete - Certificationof Chloride Screen Effectiveness forPenetrating SealersCast-In-Place Concrete - ConstructionJoint LayoutCast-In-Place Concrete - CuringCompound Data DemonstratingSpecified Moisture Loss PerformanceCast-In-Place Concrete - DesignMixturesCast-In-Place Concrete - EvaporativeRetarder Product & Application DataCast-In-Place Concrete - MaterialCertificatesCast-In-Place Concrete - Material TestReportsCast-In-Place Concrete - PlacementNotificationCast-In-Place Concrete - Product Data
Cast-In-Place Concrete - SteelReinforcement Shop DrawingsCast-In-Place Concrete - ProposedLocation of Saw Cut Joints NotIndicated on Drawings
Description
Unsubmitted
Unsubmitted
Unsubmitted
Approved AsNotedUnsubmitted
Approved AsNotedApproved AsNotedUnsubmitted
Approved AsNotedRevise andResubmitUnsubmitted
Status
JOB: 15JW015
CC:
Item
Submittal
Submittal
Submittal
Submittal
Submittal
Submittal
Submittal
Submittal
Submittal
Submittal
Submittal
033000
033000
033000
033000
033000
033000
033000
033000
033000
033000
033000
Package
1
1
1
1
1
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Rev. Copies
Ph/Fax: 307 877-7100 307 745-4867
NOTES:Please see all engineer comments in Blue. Revise and resubmit rebar shop drawings. Referenced "construction set" of drawings was posted to GHP project website on 4/8/15 and is available for download.Any comments left unaddressed by architect should be noted on forthcoming revised submittal. All items below listed as "unsubmitted" should be included in the forthcoming rebar shops resubmittal. items noted as"approved as noted" do not need to be resubmitted.
3840 Fort Misner LanePO BOX 1323Laramie, WY 82073307-745-4866307-745-4867 (fax)
15JW015-0044No.
Sandstrom Architecture845 S 200 East Orem UT 84058
TO:
03/26/2015DATE:
033000-Mixes & Rebar ShopsRE:
Curtis LivingstonATTN:
Shop Drawings
Letter
Prints
Change Order
Plans
Samples
Specifications / Product Data
Other:
Approval
Your Use
As Requested
Review and Comment
Attached
Separate Cover Via:
Approved as Submitted
Approved as Noted
Returned After Loan
Resubmit
Submit
Returned
Returned for Corrections
Due Date: 04/09/2015
WE ARE SENDING: SUBMITTED FOR:
SENT VIA:
ACTION TAKEN:
TRANSMITTAL
Nathan FergusonSigned:
PROJECT: GCSD-Lingle Ft Laramie Elementary Schl, Bus Barn, Vo Ag
03/26/2015
03/26/2015
03/26/2015
03/26/201503/26/2015
Date
033000-04
033000-06
033000-07
033000-09033000-10
Code
Cast-In-Place Concrete - DesignMixturesCast-In-Place Concrete - MaterialCertificatesCast-In-Place Concrete - Material TestReportsCast-In-Place Concrete - Product DataCast-In-Place Concrete - SteelReinforcement Shop Drawings
Description
Architect Review
Architect Review
Architect Review
Architect ReviewArchitect Review
Status
JOB: 15JW015
CC:
Item
Submittal
Submittal
Submittal
SubmittalSubmittal
033000
033000
033000
033000033000
Package
1
1
1
11
Rev. Copies
Ph/Fax:
NOTES:
3840 Fort Misner LanePO BOX 1323Laramie, WY 82073307-745-4866307-745-4867 (fax)
GH Phipps Construction Companies hasreviewed and hereby submits the attacheddocuments with accordance to the ContractDocuments.
Note to Subcontractor/Material Supplier:Subcontractor/Material Supplier remainsresponsible for confirmation and Correlationof dimensions at the job site, fabricationprocess and construction techniques;coordination of the work with the work ofother trades; and satisfactory performancesof the work.
Metz03/26/2015
SUBMITTED
GH PhippsConstruction Companies
GENERAL NOTES:1. Walls extend to bottom of footing or 4'-0" min below top of slab to meet frost, typical unless noted otherwise.2.Walls are currently detailed under the assumption brick veneer is present. Typical foundation wall thickness =10" at a 6" cold-formed wall, 12" at 8" cold-formed walls. Outside face of walls and pilaster ties are required to be re-detailed toaccommodate accepted bid alternate. See forth-coming "Contractor Bid Set" and corresponding ASI for details.3. All referenced details correspond to the "Contractor Bid Set". Detail references do not match ADD004 Set 4. Detailer to verify the work being produced is from latest "Construction Bid Set" including all previous addendums5. This submittal is returned "Revise and Resubmit" due to the discrepancies between the accepted bid alternates. TheCroell concrete mix submittal does not need to be resubmitted, only make exceptions as noted.
REVIEWED FOR GENERAL ARRANGEMENT. REVIEW SUBJECT TO COMPLIANCE WITH ALL CONTRACT REQUIREMENTS. DETAILED DIMENSIONS AND QUANTITIES NOT CHECKED.
MARTIN/MARTIN WYOMING
Date Received: _________Reviewer: dhopkinDate Returned: 04/06/2015
REVISE AND RESUBMITDHH
S3.06
length is not correct,see note #1
See note #2
arch please verify dooropening dimensions
arch please verify dooropening dimensions
missing typical internalwall pilaster details,please provide
provide #4X4'-0"
see note #2
typical walls are 10"wide per accepted bidalternate. See"Contractor Bid Set". See note #2
typical walls are 10"wide per accepted bidalternate. See"Contractor Bid Set"
=walls extend to bottom offooting or 4'-0" min below topof slab to meet frost. See note#1 see note #1
2" clr is structurallyacceptable whenformed usingstructural forms
See note #2
See note #2
structurally acceptable
arch please verify
arch please verify
t.o. ftg=3'-0" min belowgrade
verify (2) ties @ top 5"is typical for remainderof all pilaster
typical walls are 10"wide per accepted bidalternate. Seepending ASI from"Contractor Bid Set". See note #2
structurally acceptable
Provide dowels are allbraced frame pilasters. See 4/S3.05
Ties are required to encompass anchor bolts fromcorresponding base plates, see 8/S3.05 forappropriate base plate. The dimensions appear tobe structurally acceptable, however this leaveslittle room for field constructability.
correct, structurallyacceptable
centerline of tiebeam=centerline ofcolumn. Detaileradjust reinf to match
centerline of tiebeam=centerline ofcolumn. Detaileradjust reinf to match
Please clarify whichdimension is beingrequested?
S3.06
arch please verify dooropening dimensions
Ties are required to encompass anchor bolts fromcorresponding base plates, see 8/S3.05 forappropriate base plate. The dimensions appear tobe structurally acceptable, however this leaveslittle room for field constructability.
typical walls are 10"wide per accepted bidalternate. See"Contractor Bid Set". See note #2
See note #2
correct, structurallyacceptable
arch please verify
correct, structurallyacceptable
correct, structurallyacceptable
correct, structurallyacceptable
=4'-0" min. All foundations arerequired to extend below frost,typical. See note #3
=4'-0" min. All foundations arerequired to extend below frost,typical. See note #3
detail step is required
detail step is required
t.o. ftg = 96'-0"
t.o. ftg = 96'-0"
t.o. ftg = 96'-0"
Please verify
typical walls are 10"wide per accepted bidalternate. See"Contractor Bid Set". See note #2
12" foundation are required at 8"cf walls per accepted bidalternate. See "Contractor BidSet". See note #2
arch please verifyopening dimensions
yes required, stepfooting
top of footing =94'-6".See S/1.04
t.o. ftg=94'-6"
t.o. ftg=94'-6"
correct, structurallyacceptable
yes required, stepfooting
t.o. ftg=94'-6"
correct, structurallyacceptable
correct, structurallyacceptable
walls at 12"cmu are 1'-4"wide per accepted bidalternate. See "ContractorBid Set". See note #2
lap schedule is correctper 5/S3.01
12" wide walls are required at8" cf studs per accepted bidalternate. See "Contractor BidSet". See note #2
=4'-0" min. All foundations arerequired to extend below frost,typical. See note #3
=4'-0" min. All foundations arerequired to extend below frost,typical. See note #3
0'-7"
missing jamb steel at all windowopenings. Provide 40" total jambwidth below window openings.See detail 3/S4.02
wall step required. t.o. ftg =94'-6"
provide dowels for aMJ-4 at end wall. Seenote #2
3" clr structurallyacceptable.
see note 1, B.O.FTG=93'-6"
Bid alternate 5 to delete the clerestory windows and Mechanical Penthousesand skylights was Accepted.
arch please verify
Arch please verifyopening dimensions
structurally acceptable
see note #1
see note #1
structurally aceptable perS.B/V1.10 arch pleaseverify
G.C. coordinate wall thicknesswith pre-engineered metal buildingwall thickness, see: 1/S.B/1.10
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mix designs table fromS0.02
This is not the latestconcrete mix table. Detailer verify work isbeing performed fromthe latest drawingsincluding addendums.
not required
5% seeaddendum #2
engineer pleaseconfirm
mix types 3&4
engineer pleaseconfirmacceptable forSOD
confirm slabs on deck (mixdesign #4) and slabs ongrade (mix design #5)
structurally acceptable
Mix table indicates not permitted(NP), unless the contractor candemonstrate a finish acceptable toArchitect, see note b. on S0.02.Architect, please verify there is noexposed finish slab on grade. If so,this would be structurallyacceptable without demonstration
type 2
mix type 6
Mix table indicates 6%
mix type 1
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