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Transmittal of revised structural engineering comments, 7 World Trade Center,

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Fax transmission of revised structural engineer comments for use by the contractor and city agency officials.

NYC-WTC_000173900–000173901

Folder label: “fsk-58 revised as per structural engineer comments for your use.

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NYC 9/11 Public Portal Document

03/22/99 08:21 FAX 21221.90256 SffANKE HAYDEN CONNELL 1^002/002

SWAIKE Hayien Goiiell Arciitects

16 GA. STRAPS 4-0’’ O.C. (2” WIDE) 1’-9

s to 4 <3 10 GA. METAL ENCLOSURE WELDED TO —---- -21 STEEL CHANNEL <7 FILL ENCLOSURE W/ CONCRETE W/ MIN. 6" 4 OF CONCRETE ON ALL SIDES OF CONDUIT

\Qp}- oa 8" 0 FUEL CONDUIT <7 O Jr, <7 SHIM AS REQ’D STEEL CRADLE WELDED EVERY 4'-0’’ O.C. to 4 4 4 Z1 C15X50

10" X 10" X 3/8" BEARING PLATE 1/4’0 BOLTS (4) EXIST. 8" CMU. WALL

Ld tn- + 10GA. STEEL STRAPING

Q + 03 "o I 5" X 5” X 1/16" STEEL ANGLE I’-O” LOI MOUNTED W/ 2 EXP. BOLTS TO CMU WAI^ 4”0 EXTRA STRONG PIPE WELDED TO BEARING ^bUES TOP AND BOTTOM

03 1/2"0 EXP. BOLT HILTI OR EQUAL I

12” X 12" X 3/8" BEARING PLATE

/\

No. Date Revisions lob rille Scale Sketch Number 1 3-19-99 liS NOTED Mayors Office of Emergency Management 1 1/2' = 1'-D" Drawing Title Drawn By FUELLINEENCLOSURE ____ SPAN___ Issued SK-58 lob No. Swanke Hayden Connell Ltd. Svauke Hayden Connell & Partnera, UP anw 5576 A (D 1999 Snake Harden Connell Arcbilecte 295 Lafayette Street, Nev York. Nev York 10012 Phone 212 226 9686. Pax 212 219 0059

NYC-WTC_000173901

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NYC-WTC_000173901Source: NYC Law Department, mirrored locally

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