HomeMy WebLinkAboutB11-0496 REV10 Drawings Perimeter Foundation Walls P3 to P1 approvedTRANSMITTAL FORM
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This form is also used for requesting a revision to building permits. A two hour minimum building review
fee of $110 will be charged upon reissuance of the permit.
Date Received:
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Tel: 970.479.2128
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X New Submittal
Submittal Cover Sheet 12/1/2014
Project:Strata - Vail
OZ Architecture From:PCL Construction Services, Inc.
3003 Larimer Street 953 S Frontage Rd West
Denver, CO 80205 Suite 302
Vail, CO 81657
SPECIFICATION SECTION NO. & DESCRIPTION
PRIORITY STATUS CODES
1.3.C A - Immediate Response
CONTRACTOR REMARKS:A/E REMARKS:
CONTRACTOR'S CERTIFICATION:
NAME AND SIGNATURE OF CONTRACTOR REPRESENTATIVE:NAME AND SIGNATURE OF REVIEWING AUTHORITY:Date:
Ryan Kain
7
8
9
10
I certify that the above submitted items have been reviewed in detail, are correct, and in
general conformance with the Contract Drawings and Specifications except as otherwise
noted.
5
6
Submittal Type
c.
Item
a.
1
2
3
4
Please see attached PCL Submittal Review Notes Page.
ACTION TAKEN
A - Approved
B - Approved as Noted
C - Revise and Resubmit
D - Not Approved
A - Immediate Response
B - Respond within 10 days
C - Respond within 15 days
Submittal No:
Previous Submittal No:
Date:Resubmittal
CONTRACT REF. DOCUMENT
Spec Paragraph
Number
e.
Drawing Sheet
Number
f.
03300 - Cast-In-Place Concrete
PCL Construction Services Inc.
Contractor Project No: 5001410 03300-22 To:
Description of Item Submitted
(Type, size, model number, etc.)
b.
Shop Drawings - Perimeter Foundation Walls P3 to P1 Action
REVIEWED FURNISH AS CORRECTED REJECTED REVISE AND RESUBMIT NOT REVIEWED SUBMIT SPECIFIED ITEMCHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGNCONCEPT OF THE PEOJECT AND GENERAL COMPLIANCE WITH THEINFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTIONSHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS ANDSPECIFICATIONS. CONTACTOR IS RESPONSIBLEFOR DIMENSIONSWHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE:FABRICATION PROCESSESAND TECHNIQUES OF CONSTRUCTION;COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES;AND THE SATISFACTORY PERFORMANCE OF HIS WORK. Monroe & Newell Engineers, Inc. DATE 12/02/2014 BY:
PCL CONSTRUCTION SERVICES, INC.
953 S. FRONTAGE RD WEST, SUITE 302, VAIL, COLORADO 81652
TELEPHONE: (970) 470-6044
PCL Initial Submittal Review Notes
Strata - Vail
PCL Project No. 5001410
Subcontractor: PCL Construction
Submittal #: 03300-22 Date: 12/1/2014
Revisions: N/A Revision Dates:
Specification Section: 03300 – Cast-In -Place Concrete
Item Description: Shop Drawings – Foundation Walls P3 to P1
Action:
Variance Request (Y/N): N
If so, why?:
Notes:
Notes to OZ Architecture and design reviewers include:
• Please find attached Cast-In-Place Concrete submittal, from PCL. Submittal category is
“Action”.
• Submittal contains shop drawings for all perimeter walls from foundation footings to P1
SOG.
• Elevations on shop drawings are not completely accurate with drawings. Elevations are
mainly given for the use of rebar development and lap length with the given lift height
and are based on highest elevation on the given wall section. Elevations for formsavers
within keyways will be coordinated through lift drawings prior to placement.
• P1 slab will be poured over the top of these wall lifts. In which, at P1 rebar dowel bars
are based off of detail 1/S3.5 in lieu of detail 1/S3.6 as noted on the drawings. Please
verify if this is acceptable.
Reviewed By: Ryan Kain
Correct
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