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0301-05 - 2020 IMPERIAL HWY E (3) n Deferred Submittials (Sec. 106.3.4.2) )r Items deferred from the original building plan check (design-build or ivrties others) are required to have a separate plan check and permit prior to the y installation. Every permit shall have sufficient drawings, details, and-.- supporting data to stand on its own without reference to previously- im extent approved plans. Additionally, the Architect or the Engineer of recoid is istruction responsible for the review and submittal of the deferred items and he documents for review by the Building official and shall indicate to the, iollution in building department that they have been found to be in general compliance with the design of the building. Provide a complete package " clearing, for submission of deferred items. These items shall be submitted and soil. reviewed under separate permit lications and fees. Contact the City for{_ submission instructions. :ategory a 4EFS, e � si / rsonnel. Following items to be deferred: �� 0®® I effect on 1 Movable (demountable) wall system(s) provided by authorized Saturn 7cel work, Systems, Inc. dealertinstaller. iy. 2. Mechanical and Plumbing supports. See Mechanical Interfacing Notes available elsewhere on this sheet 3:;Design information, and appropriate structural calculations, relating to n the installation of the L-0O2 storage tank and supporting equipment. e 4 Transparent anti-static vinyl separation curtain flame spread and to protect cation smoke density perfo ance info n in shall cable. Plan Check/Permit Requirements the site dng )r Arch itectural/Structural: City of El Segundo Building Permit Sets, Type of Plan Check requested: Accelerated rment is and Other. Mechanical, Plumbing, Electrical :re shall - - — - - — — id Type of Plan Check requested: Accelerated rro ect.eroded Note: Fire suppression and fire life safety systems will be under itering separate permits as required by local regulatory authorities. 4 ind i Ater. 4) vc� rastesto Site Construction Coordination :sina Construction coordination between the General Contractor and the Satellite Systems, Inc. (BSS) will be accomplished at the 1 ' Stephen Woolley and Associates,Architects Submittal Review BOC LCO2 Horizontal Tank, Structural Calculations Date Reviewed 08 September 2005 Submittal no n/a Date Received 08 August 2005 SWA no WSU025 Project no 04057 Project BSS, RF Relocation, Bldg.S25 Bays A&B Contract 65020-01 This Review is only for the general conformance and compliance with the design concept of the project and the information given in the contract documents Any action shown does not relieve the contractor from compliance with the requirements of the contract documents Contractor is responsible for confirming and correlating all quantities and dimensions methods of construction, fabrication processes, the techniques of construction, coordinating his work with that of all other trades, and the satisfactory and safe performance of his work f I This form may not contain all review comments Refer to any red-marked notes on the submittals themselves Response BOC LCO2 Horizontal Tank, Structural Calculations No Exception Taken Comment Please see the attached response letter generated by Brian L Cochran Associates, structural engineer of record for this project, dated 08 September 2005 STEPHEN WOOLLEY AND ASSOCIATES,ARCHITECTS by Dan Woolley I L 1PROJECT FILES12004 PmiecesW40571DocumemslConsbuction Adminlstraaon\Suomrttal ResponseslWSU025 doc pagel of 1 5870 West Jefferson Boulevard Suite H Los Angeles CA 90016-3109 Telephone 310 845 7000 Facsimile 310 845 7099 www swassoc coin Brian L Cochran Associates,Inc.• Consulting Structural Engineers 2040 Armacost Avenue*Los Angeles CA a phone 310-207-6638 e fax 310-207-6188 Boeing S-25 Bays A& B El Segundo,CA September 8,2005 BOC LCO2 Horizontal Tank Deferred Submittal We have done a cursory review of the engineer calculations and structural drawtngs by A J Miller and Associates,Structural Engineering Corporation for BOC Gases and take no acceptation regarding the design and detailing Calculation and Structural Drawings are stamped and signed by A J Miller and Associates as structural engineers of record for this tank foundation design Should you have any question,do not hesitate to contact us Respectfully, Brian L.Cochran Associates,Inc. / mac Michael Cochran S E 1 A.J. MILLER & ASSOCIATES COMPUTATIONS STRUCTURAL ENGINEERING CORPORATION N0._L0F SH.= 5588 FR MO T5TREET • OAKLAND , CALIFORNIA 94608 ( 510 ) 855 " 8401 NFAX 855 . 8425 DATE 7,Z2.6�CLIENT R o 05Z.r=3 By Z�� DNK PROJECT Ton �-t n aI Ton�c I2fI ' I l VI= 0'7'�x O 4-x_- 1.�ELW �XI I ' I I I I � a•Z75� � O -_-- -; ; I j ! I ��_ i l " I I I I I I I I I i l i f I I I I I I 3000 ' Lt I o - 3�0o j I p I i i I i I _ i �oo!x I$I I r ---�-- •� — 1�,14-4.Oo iL�i--Fy I o�bFESS10 • I I - -- I al No 041 I Li -- ! - - - - ; Fs A.J. 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