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f +� <br /> . ,� ... „ ., k a., .. <br /> _ <br /> i; " . <br /> . . <br /> r : :�� , � .. � ,_ .�; . <br /> . . . . . . � .. � <br /> ,� f � <br /> � �� � •.. . , : � - : , . . � � t �,� � � �' _ � � � . <br /> , _ � <br /> � .. . , . � ; <br /> . .: .> .. , . • • • .i � <br /> , ; <br /> , - : � . - � . , <br /> i � <br /> ' � k ' � D -� :�° <br /> � � t' : � ��`��� ��� �� �. �`'�, -� _���,��� �'� �' ���"'�� � �TYPE SSLFH RATINGS_���, .. ':�.��:����.t���,�����,��. ;,��� � <br /> �°�1���. Defiect�on Sprmg;Series � �: ��'���`` t <br /> � �. <br /> �, � � � � � , � � � � �? P��� <br /> ;:� � � t.�� � '�,-� � n �. ru r.3. �.t '°�;� #3-.: � y°' ,���x ��-�+.e�� s (."�` .�� �.. �. <br /> � `-� �,L DIA,CAPSCF�EW to fasten eqwpment � F �: � �� ' � <br /> � , � � �� � �_�� �� ��� _'� � �SSLFN-A-46 45 2E� 1.60 41 28 t},� Biue 37.8 <br /> ���x � � � FREE� � �M DIAAdJUST�G�}BOLT����, ' ��' ��� ���SSLFH-A-75 �5 �4 1.50 3� 50 �3.9 Orange 22.7 <br /> ,�3���� � g�,�� � < , ��DOWNSTOP' �; '� , � :SSLFH-A-125 125 57 1.33 3� 94 i.7 Brown 13.6 <br /> � OP HT �.� � `` �`��� :� � SSLFH-A-200 204 �1 1.15 2� 174 3.f Black 8.5 <br /> , �� ��r � � � � � A���DIREC710NAL ,�i <br /> � � � �°� �� E,�� .�� "���NEOPRENE CUSHION ,��;SSLFH-A-310 310 1A1 1.00 25 310 S.6 Yeliow 5.5 <br /> � REBOUND� � �.� � � �•�� �_, �'������°SSLFH-A-400 400 1�1 1.00 25 400 7'.2 Green 4.3 <br /> ",�P�p,�E��� 3 � � �� �UPWARD RE�(7UNQ PLATE is SSLFH-A-510 510 2��! 1.Q0 2� 510 J.2 Red 3.3 ' <br /> � ADJUST �# ad�ustahl�to co trol ciearance'� <br /> � �. � � � � ::SSLFH-A-625 625 ��� 1.00 2�a 625 11.� White 2.7 <br /> �. ��Ft7S,�� ' � � � ��HOU6INGR�'�� ° � "SSLFH-B-65 65 29 2.1d 53 31 Q.� Brown 47.7 <br /> � �Y �A �� : ��� ..� �s g�' �� SS�FH-B-85 85 3� 2.1 p 53 4d 9:7 W hite' 36.5 <br /> � � � �� ;� �'`�INTERC�IAt�G�ABIE � � �`=SS�FN-B-115 115 a2 2.00 �1 57 1.i� Silver 27.Q <br /> '�� � � `,IX � ��STEE�SPRING ����``"�„� SS�FN-B-150 150 6� 2.00 51 75 f.3 C7range 20.7 ' <br /> . SPRlNC� � N�OPF�E�1E _� �S S�F H B-2 8 0 2 8 0 1 2 7 f.6 0 �1 1 7 4 3.1 G r e e n 1 1.7 <br /> "..�INSPEGTIO� � x �� ��ACQUST(�CU�',a �� ,��:SSLFH B-450 450 ��� ;1.31 �;3 344 �i.2 Red 6.9 <br /> ' POftTS � ° � SSIFH 8-750 �75Q ��p 1.12�� 670 fi2.1 White 4.1 <br /> � `��`��� ��� Q ���`�� `� KeDIA�Holes � ��" SSLFM-B-1000 1000 45�1 1,00 �5 10001$r2 B l u e 3.1 <br /> """ �" ' � � � f � SSI.FH-B-125d 1250 5�7 1.00 2� 1250 22.7 Gray 2.5 <br /> � >� :",� �_ �,,- � ���`�J,DIR �2H,ole"s ��SSL.FH-B-1S50 1650 7A� 1AO 25 16503t?,C� Black 1.9 <br /> �� ��� � � Countessunk�;� <br /> ; �� x � �� fo�boltm SS�FH-C-1000 1000 4��€ t.00 25 1000 18.2 Black 3.8 <br /> "� � '�����'� 'a �E �`� , � �';� � � �g'� SS�FH-C-135d 1350 �1� 1.00 2� 1350 2�.5 Yellow 2.8 <br /> �� �# �� � �� � � ���SSLFH-G-1750 1750 7�4 1.00 ?5 1750 31.�3 Biack�`� 2.2 <br /> �� :- � � � E�� <br /> � ° �� ' � ��;��� � F � B � � SSLFH-C-2100 2tQ0 �53 1.00 25 2100�8.1 Yeilow 1.8 ' <br /> � �� � ���� , �� �� � -� � _� ,�SSLFH-G2385 2385 i082 1.00 26 2385�;i.3 Yellow*'` 1.6 <br /> � �� � ��,� ��# � <br /> : �� � � � z ;� � , �,,�� S SSLFH C 2650 2650 1202 1 00 25 2650 A8 1 Red�* 1.4 <br /> ' � � � � � � �� � � , � � � ,SS�FH C 2935 2935 i331 1 00 25 2935 53 2 Red 1.3 <br /> "� ,� � � _�� sr� � ,:,:�� � ��x,� t a �, '�x „� ; r ,* �, ** <br /> � � � � �� �� � #� �,� � � � .�; �'iwdh Black stripe w�fh Red inner spn g with Green inner sprmg <br /> �. �.�, *� '� .. �- � � ,,� �..� � ,� ��� •�.. ,�" ��,.:�; ' `�'�:� ��� ' ,;'� �� �;�.� ��� �'� _ <br /> "�TYPE,SS�FN.DIMENSIONS,(inche� .... .}..'��;��,��.. �. w�„��,.�...� ����, SPFtiNGCHARACTERISTiCS inches.�� � .., : <br /> , . , <br /> , ; ; ,, <br /> , , � <br /> ; . .. : _ ; <br /> a: , : , <br /> SSL.FN-A 1/4 4 61/4 43/4 4 1�/8 ;314 1!2 318 3/4 6 ' A-45-400 13/4 �� 3 '76 Q.70-0.90 0.88-1.25 <br /> ': SSI.FH-B . 1(2 6 91/4 7j12 51/2 151g 3(q 5(8 1(2 7/B ' 71t2 � P+-510-625 13/4 � 31/8-33t8 I9-$� 0.5d-0.60 OJ4-0.82 <br /> SSLFH-C 1/2 7 11 9 6 2 718 s/4 5/6 1 8 B 23/& 6tl 4 902 0.65-0.90 0.76-1.25 <br /> C 27/8 '�� 41(8 105 0 90 1 00 0 92 <br /> SSLFH-A � iU2 i59 12i it�� 23 19 1� 10 #� 152 � <br /> � g��� � ��$ � �� � �� , <br /> ; SSLFH B 13 152 235 191 ��0 A1 19 16 i3 22 1�i t<.�� �,� � > r � ��-:�*�' ;�� <br /> ; SSLFH C 13 i78 �'t9 �29 95� �1 2� 19 t6 2� 2{73 ��� �� �'��tSSHPD�,OPA 0198 � ''������� � �' �� <br /> ��"'�; , `� r ���� s�«���t"���-�`�� �,�, � c `,���"� ar�v= s� _ t:Ui'1l$s Ibs'�`� t. ��.���, <br /> �� „`��.�€ �-`� ' s #,�t .���... �. a��,� �,.. t�.,� �� ' �� ?�'a �,„ �. � � �z;Rt�t A P P R O V E D; � �': <br /> � # <br /> � <br /> 10050 <br /> 4� � aa . �..«o�.�.a,�,,.�. , <br /> ���INSTALlA710P1 lNSTRUCT ONS � ��``g Take iwa=-(ull counter clockw4 e� �` �, � ���� '"""'""""`"°""'°'""""' '��`��_. <br /> �� .. ���,��,� ��g�«t�� � x .3,c,� ^� � �.s44 Frz�o fqv�raENraxcnonaae ��,�'�';, <br /> ,� 1 Remave aa �sc ew L'=and lace � �urns�on eac �ad�ust��g bolt�M , � � OpAd148 January8,2R03 *��; <br /> mount gs under� ole in equipment � ar�c!continue even�ad�ustment of ali � ' 3ri� x;.�,; <br /> �, � �� i\,, c �, <br /> : ���,b�� � ' , ' � �=�,�� ,��� ��mounts�unti( ail springs�a,re loaded � ; � ,re T„, , ��,��� <br /> � '� �"��� � � � ""°�� e�ild�tl'tOUflt(Il s are bac to Free and � ,� ' � � <br /> ; 2�If��supparts,are badly,�of�=Isvel s im # � � � ��� °'� ��'� <br /> ��,� . ounting(evel befo�e secu ing� �� QP�atmg H�gh�t�� : � � � '' � � V 5750 SSI.FH.0 .�� � , <br /> ;� �3�Pass ca sc�ew "I�' through=hole in'�7�Take no more�than twro�addttional� -�°� E �3;� ��,�� ; <br /> � � ��� ��counter clockw�se�turns on�any "M .� '� � ����.� � ��`� : <br /> e u� ment base and sc ew loosel` � � R h " <br /> ���to ad�usting boit"M� % Y� ad�usting bolt to evel equipment �� ����, a Y 5500 �, ��� ��. <br /> �' *� � � _ � �8 Taghten cap sc ew`s L�to secure ,�� � ��'95 \ ,.6600 <br /> k <br /> . f <br /> :�4 Repeat th�s procedure� ai mau ting� �; � �, �,�>�_�� � � \SSLFFI-B ; � <br /> ."�"z�.� $QC.�tIQf1S -•�.. � �t ' '�, �•. ,�x P�.C#lll��lent �., "� �-,'S� �,. �rm�, a`� , ; C � '���� ,�y. �, , <br /> ` 9 �'urn`rebound plate ciock�ise to lower'- � � `� <br /> , 5�Keep�Upward,,�,Rebound Plate" from�� ��or counter clockwiss:#o�'raise Ad�ust��"� � ����* � \j��, `� ; <br /> �turning by restrainin it w��,th�a�scr,ew�. ,�p�ate sa the[e is 118 3mm clearance ��� � �° SSLFH•A . 4050 � <br /> yg �.tlriver khrough the a�ustment port� t ) � £� � <br /> � <br /> '`�be#ween top of plate and underside of "� � 1$�7 <br /> � t �� `�� r°�... � �`�-t���-°�� � �w... � �' � ��'�-,g. <br /> $ � �,�; , � all dErectional neo rene cushion � � / <br /> � .� x �' a ��� ,�.��r��� ,f������ „�i,�`�;� �:� ��'s�'^n;� �,..-��,�� �v.�` �� � �2150 �°° <. <br /> ��� '�.,��r�'�,�����`������ <�4z �,_��;w�� a`"���;� � r�e ��-»3 ��z �="s , _ � �7�5 ^ e <br /> ��SPECIFIGA710N � ��` � �` } � ' ' <br /> .�� � � �� �'*- <br /> "�. ��'��"`t 4:& .'�.'� ��u��` �`'�"`x�.���'��t��r��'3��#°�-�,t'�, �a...� ��'��"� r�`"':��f: �r' €,t?.,�,�-� 3�'�: / �"�a:§.��,. <br /> � Equ�pment�shalt be mstailed�on,resilien# Spring diameters shal! be no less than ': HORIZONTAL 1650 3100 3800 <br /> ,� =mou�fings designed_a"nd rated to resis# ��0 8 of the compiessed height of t,he�t '. 7A8 14(16 172A � <br /> �seism.ic foroes in aif;dir�ations The spr�ng at rated load �Spnngs shall have � ; t- • .:-�•� - :� _: ' <br /> ;;��s�ubber s�ail be adau`stable in the vertical, a mir�rpu�;addttion`al travel to solid ����;gf�� For�Kn d�vide Kg by 102 � � <br /> .�u direcfion and allow.a ma�cimum�of 114 equal to 50°(0 of�#he�rated deflection���,� �r°���� �:�. x�`�3' "�"-`�� e ��"' R�"fin " r" > <br /> ��(fimm}'t�ave) �n„the,vertical and;horizo�ta(�Mpuntin s shal . ave a minimum of;2 ,� Harizontal, .Ver,t,cal and 45, piotted at gs .a,e ,' <br /> .�g ._.. ..,..� � _.�,Q���, >�.,,,.- �,�-�..� : ..�.,;.,.. �, ..��.N-�,���x,,,�... .. , ., � :Califo[nia OSHPD approv�d;;values having the OSHPD,,°r <br /> d�rection be(o�e contacUng the resif�en#�, spr�ng�nspection ports��Submittals shall � =Anchora e Prea roval Number qPA'0,198.Testin an'd.. <br /> m��snubGing coilars��4Mountings:r�shafl�,haye '�i�clude spri,n`g diameters$ deflect�ons, ' calculations"werePerformed ta meef OSHPD cntera . ,",. ; <br /> �.�an Anchorag e;P�eap"p�oval#�OPA"Number�,�and calculations signed tiy a registe'red, �.� P � ....,�� z: ': � ° <br /> � fram�OSHPD,�nr the state af Californta e��� eer s�owing'that the.seismic loads �,To use approved OSHPD rated load au'nres: <br /> ;�;�ttesfing tos the min�mum 4isteci cert�fied �the mauntings are`torresisf have been i)'Calculate Ve�#ieai and Norizontai;Force`s:o"n -- <br /> Nor�zontai and Vettjcal load rati�gS �,����prpperly calcWate�d ' Mountings.shail r�ountings;includin� tran'slat�ons'-;and'oJerturning -� <br /> ��}All a ouM�n s,:shal,l, have�adj sting bolts �`be Type SSLFN�as,�manufactu�ed tiy moments;2) Plot Horizontal��o`ad vs,Vertical,Loaci Theu: <br /> ���ihat are ngi�l ;bolted to the e ui mer�t ������°Mason Industries, Inc '#:���.,; ��, ��, oint m`ust fail withic�'ft�'e area below the OSHPD curve:`;` <br /> .5���,,,�.,n=..�,: .. .y� �-���"=�'.�;4.,.�.�:€..Q?-�'P.x:a�.s�:f:,'�`.'.:... ;�����.�..�`-.,,,�.... �: . ��.�.�.� �.�r4n,. Q � .«^ a,. �r.� .� .r�. �., <br /> _xs. - �`"�.€ �`�n��?g.. xr..�. ��"' ,a��am <br />