TRANSMITTAL - GH Phipps Construction Companiespix.ghphipps.com/projects/2015/15.0004/ProjDocs/06 - Submittals... · Revise and resubmit rebar shop drawings. ... " at a 6" cold-formed

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

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033000-09

033000-10

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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

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Package

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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


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


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


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.


See note #2


arch please verify




=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


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"


yes required, stepfooting

t.o. ftg=94'-6"



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



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


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)


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