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HomeMy WebLinkAbout2495-60MASON INDUSTRIES, Inc. 4fVnu1O0:1urlrJ Of Vtwobon Conkor Produtla 1 350 R46ro Crivt 708 N. VaRly SI. le K i Hououga. NY ls788 Anaheim, CA 92801 ' 516%343-0262 714J�53 -2727 TAX 616/348-•0319 FAX 714/;55-5738 TELEx 96-8484 CFATIFIED FOR j 406 NAME CUSTOMER DA YAR � CVST6 ER P.O. JOB NO. _-- -- irtA80N F.O. 0W0. No.� % J� "QUIM TAG TYPE MSL BASE TAGS C ...._ .... �.... ISOLA W DEFT, DUY - w INSB, STEEL,EQUIPMI NTr t3 / 1 SPECIFIED DEFLEC TION4 " ....... .. _+.__ j 7" ;046 ?h 7' I ' , , S ,G j CGxe.?. ,aREAFtiA-3I0 (e* T y P /RLRA_-QAVe VI��A7101�1 S_­0­___L__A110S IJD ETA1L� SCALE.: W01,,AE- MASON INDUSTRIES, Inc. Manufacturces Or Yrbr©lion COntrof AraVet$ 354 Rebro 06-vt 70814. !Valley St, Suite X. Movi �ou e. NY 11788 �Anotifir i, CA 92501 516/48-0282 714./53 -2727 ! FAX 516/348-11,79 ;A 4 714/5535-5738 s,EX 96 - 8 6 cgnmieo FOR JOB NAME�E%%Y� �j t CUSTOMER _ - D4 VAR CUST04;1 P.O. ,Joe NO. ' MASON Iff 0. DWG. NO. WF RROUIRED - - .._TAG TYPE MSL,B SE TAG, + - IS CSL A TOR Per. DV G.. WEIGHTS, STEELt2u Ills. EQUIPMENTr ! � SPECIFIED DEFLECT(ONr I" N ! i 11 R 40 G x B.z sS(_Pt P-44460 (4) 7-YP MASON INDUSTRIES, cit:Trt�rEo FOR USTRI�S, Inc. Boa NAWN..LT.. A�anutv� tursr., of Vi0ro6on Con(ror Product., 3 0 Rebov Drive 708 N, vall.,y S,,_ Sete K CUSTOMER oup u a 81788 A�ohelrrl, CA 92801 ol1QT ...._.�.,,-..-.-._- 555 1i4�334-2727 CUSTOMER R.O. ' FAXtS� J�46-`4274 FAX 7'11{f53S-5736 JOB NO. TfLcX 96 11484 MASON MO.ZZ_Z9 .. _. DWQ. No. ;1%�•t�J S_ INEQUIRED ---- TAa TYPE MSL BASE UN17% j WEIGHTS= �TESLI , EC?UIPA�ILN7't I 1. / f SPECIFIED DEFLECTION,low l" --------- 7 I 111 : I; JA I !, faAA ' 78 4% r M i f sc FEZ P'' -A _.1/0 40 7-yp Jli'1Wei / LR JDATZ VA y v mAbUM M13USTRIESl Inc, J Wrruffurvrs or V/breh'on Conrrol Products 350 Fiabro drive 708 N. Vett4y Si, Suite K HAuP848 NY 11788 AA&helm,l GA 92801 0282 7141635-2727 FAX 516/348.0270 KAX 7141535-5738 .C9" CAP SCREW- S"Utea height Saving Bracket tor Equipment Base) to Tapped Concen r1a Hae in Moun"Ap Adjustment -Soft ADjV81rML7NT BOLT -- Turn counterclockwise to toad aprtnQ and MSIAtain tree and operating height "MOD" MAXIMUM ' SOLT DIAMETER Tom. W �. �.•�_r�- -rte.. .... Yr, f r i CERTIFiED FOR � TYPE JOB NAME IY[�.�.� _i_�� CUSTOMER _- , , JSLREBP CUSTOMER P.O. 1" DEFLECTION MASON M. 0A Sarins mount# With nWQ No. '`� 1 Extandld RatNplrlrte= TYPE SLRE13P RATINGS < NTOPi18NE VERTICAL LiMITifluStrettcn shows a 4 sppringg STOPS- Out of cOntect during SLRESP-AA. SLREBP•,4 normal Operation has 1 spring and St peap•2 hos 2 sprlhga. rYPE 5ILREINP DtMFN$lorrs 8XI 6/6 137/8 S ize M L t 1�Y CS M80 HCL E$P•A 51/4 1211/4 1/,j 2112 31Sx1 1/Z 103/4 51/4 1155 6 1 4 4!/2. 1/2X11/4 3114 103/8 SPRING DATA Spring Free Ratio Ratio 00 Flt'. Kx/Ky 00/OH I -V-4 3.34/8 0.60.0.80 0.74.1,26 Allb rinC have addltlonei travel to solid equal to 5011/, of the rated dartection. 80110 Spring Height a Froo Height minus 1.5 times Hated OatJeciion. -` TAG UNIT OAT F y. % : • - ...�..... deft ,��, PLAN VIEW OF MOUNT LOCATION VWN KD DAT 9 S.EE SHT. ,M,P,E-1 FOR REVISED SCOPE OF WORK DOnPl3 A.at>aa RATED LOAD CURVES (ay) Her;zonta( and VertiCal 2400 platted Ratings are V SLR -4A V:01 California OSHPD t!pptoved E a�,•' valvae having the OSHP17 Anchors a Preapprovsl R 1600 Nvmber Fj-0198. T#$Iing T '2350 and calculations .were I Performed to meal OSHPD C criterla, A 1450 1800 L 1500. To use approved OBHPD rates! J00 Curv*x: 1) Cal- culate vertical end Horizon. tat Foroe4 on mounting Including translation$ Ind •'M -A SL$t-2A oVerturning moments, 2) Plot H04ZOMtal Load vs Ver. 800 1040 tical Load, the point must 2240 falf within the area 1)6:ow tfia 110A)ZONTAL OSHpo curve, Housing toad rating$[ sxpressed In maK, Q's arae bpsed on tests with bolted connection:: to sleet top and bottom. SLRESP housings require uniform gupp0rt under Wire base plate, Inch SPECIFiED DEFLECTION X09 Othli j j ..... D(cmelsr ....�...; Err►htidmeh} ■11H i VARADI ENGIINEERING aNwWMooeat aA% 7, L..kMo., CA KIM tM> zee -rte, Fero caaf M& -MM a �u �~tiZ ^a N1U a z (., JW Wa ZO�2UWNO�f���=1QW wau�tuwc�03�>I" Rated Rated Mowg Size Capacity Dell (it's) Constant 8�prinpLa 3-aixt ON (lbahm) Color Q H SLREBP•A•45 SLAESP-A-75 45 75 1.60 1.50 28 - 60 Blue Oranq* 17.8 10.7 } ' SLRESP.A• 125 $LREBP-A-200 125 200 7.33 1.15 94 174 Brown Black 8.4 I $LRE9P•A-310 $0EFJP-A•400 310 400; 1,00 1.00 310 400 YVIIOW Green 410 2 e . SLRESP•A-810 510 1.00 5110 Red 2.0 1.8 SLREBP.A•625 625 1.00 625 White 1.$ SLReeP•2A-620 SLA98P•2A•800 82o 800 1.00 1.00 820 800 Yellow Green 1,$ SLRESP•2A•142o 1020 1.00 .,020 Red 1.3 1.0 • Q SI,R gp•Z,q.12ti0 1254 1.04 1250 WhIIV Ole HCL L NEOPReNE 8LREBP-0• 1240 8LR58p-4A-16W 1240 1600 1.00 i.00 1240 -1600 Yellow Aresn 1.5 1.4 ,.- ACOUSTICAL SLREBP-4A-2.444 2440 11.00 St_RE8p-4A-2.500 2500 1.00 2{ 40 2500 Red Wt1lta t<1 0.8 < NTOPi18NE VERTICAL LiMITifluStrettcn shows a 4 sppringg STOPS- Out of cOntect during SLRESP-AA. SLREBP•,4 normal Operation has 1 spring and St peap•2 hos 2 sprlhga. rYPE 5ILREINP DtMFN$lorrs 8XI 6/6 137/8 S ize M L t 1�Y CS M80 HCL E$P•A 51/4 1211/4 1/,j 2112 31Sx1 1/Z 103/4 51/4 1155 6 1 4 4!/2. 1/2X11/4 3114 103/8 SPRING DATA Spring Free Ratio Ratio 00 Flt'. Kx/Ky 00/OH I -V-4 3.34/8 0.60.0.80 0.74.1,26 Allb rinC have addltlonei travel to solid equal to 5011/, of the rated dartection. 80110 Spring Height a Froo Height minus 1.5 times Hated OatJeciion. -` TAG UNIT OAT F y. % : • - ...�..... deft ,��, PLAN VIEW OF MOUNT LOCATION VWN KD DAT 9 S.EE SHT. ,M,P,E-1 FOR REVISED SCOPE OF WORK DOnPl3 A.at>aa RATED LOAD CURVES (ay) Her;zonta( and VertiCal 2400 platted Ratings are V SLR -4A V:01 California OSHPD t!pptoved E a�,•' valvae having the OSHP17 Anchors a Preapprovsl R 1600 Nvmber Fj-0198. T#$Iing T '2350 and calculations .were I Performed to meal OSHPD C criterla, A 1450 1800 L 1500. To use approved OBHPD rates! J00 Curv*x: 1) Cal- culate vertical end Horizon. tat Foroe4 on mounting Including translation$ Ind •'M -A SL$t-2A oVerturning moments, 2) Plot H04ZOMtal Load vs Ver. 800 1040 tical Load, the point must 2240 falf within the area 1)6:ow tfia 110A)ZONTAL OSHpo curve, Housing toad rating$[ sxpressed In maK, Q's arae bpsed on tests with bolted connection:: to sleet top and bottom. SLRESP housings require uniform gupp0rt under Wire base plate, Inch SPECIFiED DEFLECTION X09 Othli j j ..... D(cmelsr ....�...; Err►htidmeh} ■11H i VARADI ENGIINEERING aNwWMooeat aA% 7, L..kMo., CA KIM tM> zee -rte, Fero caaf M& -MM a �u �~tiZ ^a N1U a z (., JW Wa ZO�2UWNO�f���=1QW wau�tuwc�03�>I" zW Orx�30��fK. IzF, �=��� a CO N 0 z V/ C _O oe ce v cr- Q q nnn • Q . l�J Y-�----•� oo ty .H A tQ o vz� iw n 0 o Al ^� U a U V � a •�•• h Drawn by Print Dates 10/23/98 Checked by Date Job Number Sheet M=4 DWG, N0. 2495, SHEET 60 of 69 AS BUILT 10/19/98