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�� � . <br /> Conforms to <br /> 1 HUD�iIiCSS <br /> � 10/2Q/08 <br /> i � �—�aroa sro��� <br /> ' i � a.at5 x i tra'TE�-Goutt� E ��--ocm+aa soEwni.c <br /> S'fRAP OR BRhCKET <br /> } .,,':�RiSTAIEEO hT'FRGTORY � f-U.615 X t t/A'71EDSXM�i R�SERIOR CR9S5 MEIAEER .— � � . <br /> - �'� . fr STRAPOR6k4CKEi � . <br /> ClSST%LE6RT Fh�TORY 6tRIH FSElaM <br /> . i'� � � �;% T R / . <br /> � ✓ <br /> ' P � <br /> t ' � -. .. � . � <br /> f �'� � f� <br /> ��� tM.iN FBEhM �O w ^DOUBLE . <br /> : -->� <br /> ' Zd� __ _ � t tiEADE��. ���E-�-- <br /> j �Z� � ; �INTERI4R ��� � �tOR �� _ <br /> � pc� ( f GiYO55E7QA8ER ��� 1 G.635X1}!d'TIEDOkhN �: tE <br /> i � �� ; � SfRfiPRlMitSFimBYNSTRILER � i <br /> I �; �,, � � ��-GRWNU[EUEL `f�py � — <br /> � ` � <br /> � �� 6.035%11/}'TiE-DOVdd � E f .—GRCUtlDIEVEI <br /> �'..EE HQTES W SfEP i— <br /> �^STRAP FURtJU^HED BY U75TP,LlER I � <br /> � �� ~ �fa'¢�ot ancApr xfiw�ne stahA'ianp drrioe h wed � � <br /> fa¢ � <br /> ' Figure 6 6.La tera!tie-down con- j <br /> � STEP 2. DETERMINE TIE-DQiNN CE3NFIGURATEON fgurations � <br /> ` There are two primary tie-down configurations:the near beam and fhe far beam meth- � <br /> ; ads. (Figure 63}. <br /> � <br /> � • Near beam method. For ail Wind Zones,connect an anchor strap from the <br /> i anchor head to the beam closest to the anchor.See Figure 67. In-line anchor <br /> I configuration and Figure 68.Sfabilizer plafe confrguration.For Wind Zones II <br /> � and III connect a vertical strap from the sidewall factory instalied tie of the � <br /> home to the anchor head using a doubfe-headed anchor;connect the other � <br /> ; strap to the beam closest to the anchor. Refer fo Tabie 22 for maximum � <br /> '; heights from ground. � <br /> � • Far beam method.For Wind Zones II and III connect one anchor strap from t <br /> ; the anchar head(using a double-headed anchor)to the home's near beam or <br /> i far beam and one to the sidewall of the home. Refer to Table 23 andTable 24 j <br /> for maximum heights from graund. i <br /> ; <br /> , <br /> STEP 3. SELECT ANCHC3RS j <br /> Use the torque probe results from Prepare the Site,STEP 5.DETERMINE SOIL- � <br /> BEARING CAPACITY AND FROST LINE(p. 14}and the anchor manufacturer instruc- <br /> tions;sefect the type and length of anchor to use:The installed ground anchor size <br /> (length)must be listed (i.e.approveci)for the soil class. � <br /> Make sure the anchor is of sufficisnt length such that the top of the helix is below the � <br /> � frost line.Select a shaft diameter sufficient to resist excessive torsion:"ring-off"(when � -r� <br /> ! the helix or anchor head separates from shaft)or sheft splitting.Consult the anchor ` � <br /> � supplier for guidance. � <br /> i Review all of STEP 3.INSTALL ANGH�RS (p.69)and ST��4.JNSTALL STRAPS � <br /> A <br /> (p.70)before making fiqal anchor selections to determine when single-headed vs. � � <br /> � double-headed anchors should be used.Folfow the specifications in 7at�le 30 when se- � a <br /> ! lecting stabilizing system components. I � <br /> i TAB:!��t�� � _�.`.���,�.�L� °'��� �, S �.. I � <br /> :- ; <br /> _ � . �: . ... , <br /> ; � ., - .- . . � m <br /> �r�ctroFs musf bQ fes�ed arn�Crs'�e�#tr�esist a mimmurr�u�timatel �fi�,��1s ibs�i�ammirci�m�1'�o a5i�-�. ' � <br /> �w4rtungi�adof31�01b��rtrfihmate�ncC'�arrespondingwar�cinj�� !i�`n�ie'�bysoil�Qnd��ot�san�an�hor`` ! � <br /> • }]etigtF► The warkmg loac�as 3h�ma�iirnurrf�oatl`the�esac�n��`can,us��r4unc!anchars mus��e prov�i�d ' ; <br /> Vvith pr��ec6on agains��i+eaf�ie�'fle��nara�ai�artd c�rrosiorf��efists ivalenf to#haf pt�ded Uy�coa�'ing , ; � <br /> �fzmc o�sfeeI of nof less t�ia����`oz per sq i�of surface coated ' , r` <br /> _ . . ,. . �� � � ,�;` ., �'; ,: r�. . � <br /> Straps must be minimum 1-114"x 0.035"zinacoated(0.30 oz per sq�steel strapping conforming to '� <br /> ASTM D3953-97,Type 1,Grade 1,Finish B with a minimum allowabl�working load capacity of 3,150 Ibs s J <br /> ' �� and a minimum uliimate(aad ot 4,725 Ibs.Slit or cut edges of zinc co�ted strapping do nof need to be zinc � � <br /> coated � r � <br /> �tli�S�zO andfype tif stabil¢eC plafe,v�f tequire�by thegr�iunr�an r macwfiacturer wtH be spec�fisd in the,: � � <br /> an�hsir man�factur�r's►nstruc6or7��a�d`rzer pEatesmust'b�p �tl8t7 wifFi protec4on aga�ris�weafher � <br /> .• - • . • d�fenora�bnartcicarfp�w��f�east�tja�vaie�tt��iat�itotn� �acaatingof�ui��nste���ino�fiessthan i � <br /> d:�Uat persqito�scjrFa�e cb�tetl A1tem�dveTy,3�iBS:s�� r.pta'fe�rti�y b�used wrtteti{isted�ri�ceitr.": � <br /> , .>- <br /> �ed for sti'ch.rrse� , �,�" i <br /> , - , <br /> w , . � . - . <br /> 4. _: <br /> r ,. .,. , <br /> � ,�;; <br /> ., I <br /> /29 2/d8 , ._ —.. _ . .P��trt� ��r��or�Hcmes. Inc. __..___�___.___ --------- ! <br /> .-. ,�,„.�.��.,G.� <br /> �� �� <br /> _ . _ _---_ __.. __ _ _. __ _ �....o.,-�•-�°°'`°` <br />