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25A-185 (76) MPROCESS FACILITIES INC. CALCULATION SHEET SIGNATURE _776 N1 C — I� 00-7--1 r- fyi 2'eo7N- PROJECT NO. (6040 SUBJECT o F t_©A z> 5 SHEET NO. QL -Z DESIGNED BY DATE tAO14_00 CHECKED BY DATE X 15T t thi_C-, o o T ,cJ sv u f,-c �_ ,. 4 ro S � ti11 Nt v tA Llo •'• 2_.0 01'sal __ A-® -35 r=_ _ 5� PSF- Ne tLu N G �L.�G'�-IC -L �M�1{A N 1 CA-L Q(.� M i�1 t^�C7 FF DAVID K. YOUNG, .o Cdu. 32HO sIQNAL E�' MPROCESS FACILITIES INC. CALCULATION SHEET SIGNATURE 7�2C, Q rZ ,��]� !��j Onl PROJECT NO. d 40 SUBJECT iaco r- LoA- 5 SHEET NO. KL - DESIGNED BY DATE QV 0(0 CHECKED BY DATE _rte '7/14 N 2Q� tN____ `17� 7 (_(0 400 Z] _ \ tr k{�7L j R-6 L-f- T L Z v _vT.F OF LL 1Z4 i'�F t1 a2 Li STRuL� 'RAL `Sc i7NAL °'�vr MPROCESS FACILITIES INC. CALCULATION SHEET SIGNATURE W C - 6- l"✓, i% t L PROJECT NO. 160410 1_ SUBJECT o 4:D F L,!::), 5 SHEET NO. QL --Z- DESIGNED BY ��� i DATE t40\1 D© CHECKED BY DATE X 15Th ;" . rc S 1 N .� �tit t i`it v f/t �-�© � C..�•,r�.�.�-+� Z G �'s:r _ -5�No�,j L,4:) A- 1�� 3 Sr Ps(=7 _ P,046- 73 2�oPS/vim 2ov r c ,J ..C,;4-r 1 �°vF k Low P ze-C�771ZICkL EC-4 A N 1 C 1- 'PLU M 7-'1 r!11-7 � A OF DAVID {' YOUNG {�s ,l flm'ru 'A4 Nd l 32800 AL 1 MPROCESS FACILITIES INC. CALCULATION SHEET SIGNATURE :72(V c 1 IZT;i Aal r�-rd N PROJECT NO. D O SUBJECT I ,�75 SHEET NO. , - L DESIGNED BY I DATE GY 0(0 CHECKED BY DATE hrtQntua-U Z ,< Ilia c, to 2O _ N1 vNt --,,.t-'r 71 Co 00 04 1.35 ZI i-"LL.)w 7 F L ttt� r 'gig ,s sTRut t(_ . ��NR � PROCESS FACILITIES INC. March 2, 2001 p BOSTON, MA Mr. Anthony L. Patillo, CBO Building Commissioner Zoning Enforcement Officer PHILADELPHIA, PA 212 Main Street, Room 100 Northampton, MA 01060-3189 SACRAMENTO,CA Subject: The Minute Maid Company Pouch Line Addition Northampton, Massachusetts Roof Joist Calculations PFI Project No.: 16040 Dear Mr. Patillo: We are submitting two (2) copies of structural calculations for existing roof framing at the Minute Maid Northampton Plant. This information was requested by you at our meeting on February 14, 2001. Roof joists have been field measured to determine their size; it should be noted that all joists in the main process area are of the same size. The total load carrying capacity is calculated; actual snow load and conservatively estimated roof dead loads are deducted to determine the net allowable piping "hung" load. The hung load consists of"light"piping, electrical cable trays and some ductwork. It should be noted that we have designed the routing of these items such that at any location the hung load is below the allowable limit by locating only one of the services in one area. Please call the undersigned at 617-449-1108 if there are any questions. Very truly yours, P CESS FACILITIES INC. w Hemant Mehta Project Manager HM:rw cc: Jerry Goodsell, TMMC (w/enclosures) Harry Geiselman David Young File J:\16040\Corr\Outgoing\Letters\16040—LE-012.doc 160 FEDERAL STREET ■ BOSTON. MASSACHUSETTS 02110-1700 ■ TELEPHONE 617-946-9400 ■ FAX 617-946-9777