Correspondence Workbook; 515 LETTER OF TRANSMITTAL Date 20-Sept - 18 Job No. 515 Attention Steve Ryder Re: TO MK Think Architects 1500 Sansome Street, San Francisco, CA 94111 WE ARE SENDING YOU THE FOLLOWING: X Attached Email Shop Drawings Prints Plans Specifications Copy of Letter Change Order X Submittal Copies Date No. Description 1 20 - Sept -1 8 Window Washing Davit Arms Submittal X For approval Approved as submitted Resubmit _____ copies for approval For your files Approved as noted For review and comments As requested Returned for corrections FOR BIDS DUE REM ARKS: Signed Contracts Administrator Copy To Barry Doherty, PM I nfrastructure I mprovements Submittal #009B - Window Washing Davit Arms UC Hastings College of Law
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LETTER OF TRANSMITTAL · 2018-11-09 · 1800 PITTSBURGH DRIVE, DELAWARE, OHIO 43015 TOLL FREE: 800-255-4629, DIRECT TEL: 740-203-3900, FAX: 740-203-3901 EMAIL: [email protected]
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Correspondence Workbook; 515
LETTER OF TRANSMITTALDate
20-Sept-18Job No.
515Attention
Steve RyderRe:
TO MK Think Architects1500 Sansome Street,San Francisco, CA 94111
WE ARE SENDING YOU THE FOLLOWING: X Attached Email
Shop Drawings Prints Plans Specifications
Copy of Letter Change Order X Submittal
Copies Date No. Description
1 20-Sept-18 Window Washing Davit Arms Submittal
X For approval Approved as submitted Resubmit _____ copies for approval
For your files Approved as noted For review and comments
As requested Returned for corrections FOR BIDS DUE
ATTENTION TO: BARRY DOHERTY ROEBUCK CONSTRUCTION 415-255-1506 SUBMITTED BY: MATT BEIER PERMANENT INSTALLATIONS ENGINEER – SKY CLIMBER, LLC 1800 PITTSBURGH DRIVE DELAWARE, OH 43015 740-203-3925 ENCLOSED:
COPIES DWG NO. REV. DESCRIPTION 1 SCL 1.0 C ROOF EQUIPMENT LAYOUT 1 SCL 2.0 B DAVIT DETAIL 1 SCL 2.1 A DAVIT ASSEMBLY DETAILS 1 SCL 3.0 A DAVIT BASE WELD CALCULATIONS 1 N/A A DAVIT MOBILE SOCKET CALCULATIONS 1 N/A A ROOF RIGGED DAVIT ARM CALCULATIONS
SUBMITTAL STATUS: ☒ FOR APPROVAL ☐ FOR RECORD ONLY
PLEASE PROVIDE A RESPONSE TO THIS SUBMITTAL ON OR BEFORE 9/25/2018.
SRS Safety Services Inc.COMPANY
LOGOREVIEWED
BY DATE
This submittal has been reviewed for general conformance with thecontract requirements only. The subcontractor is responsible forconforming to and correlating all quantities, dimensions, fabricationa, construction methods and coordination of this work with all othertrades. This review does not relieve the subcontractor of theirresponsibilities to comply with the contract obligations andperformance specifications.
REVIEWED AS NOTED
REJECTED
REVISE AND RESUBMIT
FOR INFORMATION ONLY
✔
K.A. 1/4/201609-28-2018RS
1 KAISER PLAZA, SUITE 405, OAKLAND, CA
x
RJH 10/8/18
17013 - SU 009B
X
10/8/18 ER
Per MCA Stamp - Reviseand ResubmitPer MCA Stamp - Revise
and Resubmit
1
30° L
2 3 4 5 6 7 8 9 10 11 12 13 14
A
B
C
D
1 2 3 4 5 6 7 8 9 10 11 12 13 14
A
B
C
D
5"
5" 5"
5"
5"
5"
5"5"
D1
D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13
D19
D20
D18
D16
D15
D34
D21D23D24D25D26D27D28D29D30D31D32D33
D35
D37
D38
D14
D22
30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L
30° L
30° L
30° L
30° L
30° L
30° L
18'-6"
18'-6"
18'-6"
30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L 30° L
This sheet is outdated. A revised sheet dated6-5-18 was provided as part of RFI #009. Therevised sheet should be included rather than thisoutdated version.
a = 0.250 (in) Distance between support and loadd = 10.25 (in) pin spacingMmax = 520625 (in-lbs) maximum moment from davitTpin = 50793 (lbs) Resolved moment on pinMmax = 6349 (in-lbs) maximum bending moment on pinσb, max = 33.1 (ksi) bending stress on pin