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:�nsta ll �$t�ibiliting �"t <br />1 .ih <br />�� ��:.:� ,:;�-,,�Systems'�&; . <br />, <br />:;��:.. _ :�: <br />Figme 52 and Figu�e Sl ill��s�ralF lypira� anChnr loca!io�r, lor d Anuhl�� sedinn home in <br />WmA Ione I and Wind Zones II and III respect�vrly <br />, �i 1 � t,! Ci-- .,) <br />_� F� <br />MULIISECTION <br />FLOOR SHOVYN <br />SEPAR/17ED <br />� FOR CLl�HITY <br />lr� l4�- <br />� --'S1 47 i�- '') <br />STANDARDPIERARFA _ ., __ <br />�LARGE OPENING <br />48' OR MORE <br />— --- -- <br />� _� � � =�,-=�-�_�=��-_ - <br />��1EAM< i LARGE OPFNING IARGE OPENING <br />�-- �. � I <br />�_ � — I — � __ � DOUBLE WIDE <br />—u COLUMN VERTICAL C _ FLOOR SHOWN <br />iIEDOWN -�_ SEPARAtED <br />„__-r' - <br />-- --- - = FOR CIARITV <br />II- 5 � PFNI�G � � � � -- � --� <br />IEE14M <br />�_ I ���� ' �� � —T__.��` �_ / <br />r ` Z' l� <br />�_STANDARO�__ MIGM PIER AHEA �STANDARD _ � <br />PIFR ARFA PIFR ARFA <br />I{SYMBOL LF(+FNI) <br />I n- STANUNtD SI�EWALL VERTICILL TIEDOWN <br />�Aa = LONGfTUDINAL TIEDONM _17 = SIDEWAIl FRAME TIF.DOWN <br />SIDEWAIIlRAMF ANCNORS <br />Use Tables 1B, 19 and 20 io delermine Ihe sDac�ng between andior!�. br Wmd I.ones <br />I, II and 111, �especMely SDaang repuvements vrll vary dependiny on the lype of home <br />(smgle or mul6�seclion), Ihe slope al lhe rool, Ihe widlh ol Ihe Brwr lor each section, the <br />sidnwall he�ghi, 1�6eam sDac+ng and Ihe he�ghl from Me gmunA to Ihe sUap atlachmenl <br />pomt Determine the values lor Ne home Using the lable lor the appmpnate wind <br />zone, delermine the column and row Ihat corresponds m Ihe charadenstics ol lhe <br />home The vatue on the tables is Ihe ma■imum distance between anchors. Keep in <br />mind thal sidewalllrame lie downs musl be located no more than lwo leel from <br />each end ol home. <br />Flood anA scismic torces. <br />Thr stabdizing system ie- <br />Qtnrem.enl5 In �hi5 C1Np�Cr <br />Ao nol COn51Aef 11000 Or <br />smsm¢ ioads and are not <br />inlenAeA lor use in flppC Or <br />seismic hazarA areas In <br />Iho:x aieas a r�g�stcred <br />engineer or regittered archi- <br />led must desiy� Ihe stabilv- <br />�ng sy5lfm AVemate foun- <br />tlalwn designs mw1 br ap <br />proved by the manufactu- <br />rure� and DAPIA The Alter• <br />nale Foundahon ApDroval <br />form (Appendi� A) must be <br />complelr,d and 5ubrtulteA <br />wrth Ihe pro�wscA lounda- <br />lion design <br />Figure 52. Typr_ai anclror lo <br />r���ons Im 9 OouDle secuon <br />hpmc in W�nO Zone I <br />Figure 57. 7ypicalancnor lo- <br />capons lw a douDlp secUon <br />hnme �n Wrnd Zunes ll ar lll <br />,/ ' „ <br />Maximum spacing require <br />ments. The U�HJ may have <br />anchor spadr.g reyuire- <br />ments Ihal super�xAe Ihe <br />values proviAed in Ih�s ma� <br />nual <br />— -------- --� - <br />�;. ,/v/ <br />�� - <br />