REMARKS: The A.F.F. dimension noted on the drawings to the bottom of the grid is 15 0, this dimension should be 16 0.

Transcription

1 SUBMITTAL REVIEW SENT VIA: REGULAR MAIL OVERNIGHT FAX HAND DELIVERY DIGITAL DELIVERY OTHER: TO: Rodrigo Gorgazzi / CannonDesign Steve Benesh / CannonDesign Tim Donlon / FROM: Steven Cooper CC: David Barnett / TSG, Norm Russell / TSG LOS ANGELES ATLANTA BOSTON COLUMBUS DENVER NEW YORK OMAHA PHOENIX PITTSBURGH RALEIGH WASHINGTON DC DATE: December 22, 26 RE: Pipe Grid at Newsroom SUBMITTAL NO.: FOLLOWING IS: SHOP DRAWINGS PRODUCT DATA SPECIFIED ITEM SUBSTITUTE ITEM SAMPLE MISC/OTHER SPECIFICATION SECTION REQUIRED ACTION: APPROVED NO EXCEPTIONS TAKEN REVISE AND RESUBMIT APPROVED AS NOTED MAKE CORRECTIONS NOTED REJECTED AS NOTED REMARKS: The A.F.F. dimension noted on the drawings to the bottom of the grid is 15 0, this dimension should be REVIEWED BY: SC DATE: 12/22/16 26 The Sextant Group, Inc. Review and approval, including providing necessary corrections, of all submittals is for the singular purpose of verifying conformance to the Specification and design intent. Approval shall not constitute a verification of accuracy or completeness in regards to equipment, quantities, installation techniques and details, software programming, scheduling, safety factors, or any other aspects of the work which are the responsibility of the Contractor. C:\A-Data\All-Projects-SC\2300~2399\2312 Montclair SCM\W I P\Docs\Lighting\Submittal Review\ Submittal Pipe Grid at Newsroom REVIEW COVER sc.docx THE SEXTANT GROUP INC. TECHNOLOGY CONSULTANTS 113 WEST OLYMPIC BLVD SUITE 348 LOS ANGELES CA

2 SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor/CM To be completed by Reviewer PROJECT NAME CANNON DESIGN SUBMITTAL NUMBER ADDRE RECEIVED DATE NUMBER OWNER ARCHITECT / ENGINEER SUBMITTED BY CONTRACTOR / CM SUBMITTAL NO. DRAWING / DETAIL REFERENCE MANUFACTURER / SUPPLIER CANNON DESIGN SUBMITTAL NO. SPECIFICATION SECTION / PARAGRAPH ITEM / PRODUCT ID REQUIRED DATE PRIORITY CRITICAL ITEM BEING SUBMITTED (check only one) Shop Drawings Samples ( copies) LEED Submittal Other Certification / Qualifications Record Documents Product Data ITEM BEING SUBMITTED FOR (check only one) Action Information Only Record Coordination Drawing Calculations Schedules O&M Manuals A. No Exceptions Taken No further review of submittal is required. B. Make Corrections Noted Incorporate corrections in work; resubmission is not required. C. Revise and Resubmit Revise as noted, and resubmit for review. D. Rejected Submittal is not in compliance with Contract Documents; provide new submittal. E. For Record / Information Only Submittal was reviewed for Record / Information purposes only. F. Not Required for Review Submittal is not required by Contract Documents and has not been reviewed. Review is for conformance with the design concept of this project and for general compliance with contract documents. Contractor is responsible for quantities, dimensions and compliance with contract documents and for information that pertains to fabrication processes, construction techniques and coordination of this work with all trades which will be affected thereby. This review is null and void if submittal deviates from contract documents and does not indicate or note deviations. REMARKS OR DEVIATIONS A/E COMMENTS See attached sheet(s) for additional comments CONTRACTOR / CM CERTIFICATION (SUBMITTALS NOT CERTIFIED WILL BE RETURNED WITHOUT REVIEW) REVIEWED BY DATE REVIEWED BY DATE

3 INSTALL LEGEND WELD SYMBOL LIST OF PLATES Plate # PL-00 PL- TITLE TITLE PAGE PLAN: PIPE GRID SECTION: LONGITUDINAL SECTION: TRANSVERSE PLAN: MODULES LAYOUT AND FABRICATION TITLE PAGE NTS PL-00

4 PL- PLAN : PIPE GRID 21' (Grid Perimeter) 3' " 0" 1' " 5' " 8'-0 1/2" 1'-4 1/2" O.C. O.C. TYP. 21' (Grid Perimeter) 9' " 13' " 17' " 18' " 21'-2 1/2" 8' 8' 3' " NOTE ALL DIMENSIONS TO BE FIELD VERIFIED KEY: Rigging Point - Strut to Grid Rigging Point - Strut to Strut INSTALL 1/2"= 1'-0" PL- GROUND PLAN

5 " 1'-6 1/4" 2'-9" 2'-5 3/4" 1' " 05 7' P-1000T UNISTRUT '-6" STRUT 02 8'-8" P-1000T UNISTRUT 6'-6" 8' 6'-6" INSTALL 15' (A.F.F. to Bottom of Pipe) SHOULD BE 16' A.F.F. TO BOTTOM OF PIPE 21' SECTION: LONGITUDINAL 03 DETAIL: STRUT TO STRUT CONNECTION-TYP. SECTION: LONGITUDINAL AS NOTED 02 DETAIL: RIGGING POINT - TYP. 04 DETAIL: SPLICE - TYP. 05 DETAIL: UNISTRUT WALL STABILIZER

6 SECTION: TRANSVERSE 15' (A.F.F. to Bottom of Pipe) 3' " 8' 8' SHOULD BE 16' A.F.F. TO BOTTOM OF PIPE 10'-6" 10'-6" INSTALL 1/2"=1'-0" SECTION: TRANSVERSE

7 6" 2' MODULE B INSTALL 2' 6" MODULE B 02 FABRICATION: PIPE GRID BUILD 4 Material: 1.5" SCH40 Pipe Cope Pipe Ends and Weld All Around Estimated Weight: 111 lbs 6" 2' 2' PLAN: PIPE GRID MODULE BREAKDOWN 03 2' FABRICATION: PIPE GRID MODULE B BUILD 2 Material: 1.5" SCH40 Pipe Cope Pipe Ends and Weld All Around Estimated Weight: 122 lbs PLAN: MODULES LAYOUT AND FABRICATION 1/2"=1'-0"