Laserfiche WebLink
. <br /> . • e • <br /> STEP 2. DES9GiV FFZA9VIE SIJPPORYS <br /> (Fiornes Withoaat Perirneter �locking) <br /> DETERMINE LOCATIONS / � // <br /> i All homes require regularly spaced supports along all main frame I-beams.Select spao- Spacing frame supports, <br /> ing between supports and sketch them on the support plan.Keep in mind that frame sup- There must be a support lo- �� <br /> � ports under homes with 8"deep I-beams may be no more than eight feet apart.Those cated near the end of each <br /> I under homes with 10"or 12"deep I-beams may be no more than 10 feet apart Generally, �-beam such that there is no <br /> I greater distances between supports will require larger footings. more than 24 inches of <br /> I Figure 10 shows typical frame support locations. beam past the edge of the <br /> support. <br /> I <br /> Slde Wall(Perlmeter Pointioa�Piers � <br /> Requiied al Openings 4 fl or Greater I <br /> I / t Door Plers <br /> ( { I�eam Ffame <br /> I F C <br /> I <br /> Marrbge Wa0(Polnt-load)Pters Figure 10. Typical support <br /> Requued af Opentngs 4 8 or Greater locations for homes not <br /> � �—,�, requiring regularly spaced <br /> Frame P(eis perimeter supports <br /> lI <br /> or {-Beam Framey <br /> � <br /> IPorch Post P�rs , <br /> IDoor Ple� <br /> I <br /> � CALCULATE LOADS <br /> Use Table 6 to determine the loads on frame supports.Find the column with the appro- <br /> priate roof load and section width.Find the row corresponding to the selected support <br /> � spacing.The number in the intersecting cell is the load. <br /> � Loads on all frame supports can be assumed to be equal if support spacing is equal. <br /> I However,if different support spacings are used then each support with a different spac- <br /> Iing should be calculated separately. <br /> Note the location and load required of each support on the sketch. <br /> � <br /> I TABLE 6. LOAD ON FRAME SUPPORTS FOR HOMES NOT REQUIRING PERIMETER BLOCKING—Ibs. <br /> -•• - - <br /> I � ' - � - - .� - - <br /> I - - - - - - - <br /> I 2490 2820 3140 3600 2810 3170 3520 4030 3120 3520 3900 <br /> - <br /> - -------.__._..___._�_ _.__--.--_---�--_-- --------�.- ----------.._.__________-----__ <br /> I • • 3730 �- 4230 ;. 4710, , Y 5400_ ',.,:4210 4760 :. 5270 6040 ,_4680 � 5280 5840 <br /> . __ .__---''-- - - -__..__---- ---.._.. ___._____.� _,_.u_�_._______.�_�._._....______.__..�--_.___. <br /> I � • : 4980 5640 6270 7200 5610 6340 7030 _8060 6240 7040 7790 <br /> ----------�----------_,,._.-----_.___----- -�--- .T:.__—_- - ---�- -., .__._�r__���___,_..—�--� -------•---� <br /> I � --6220 _J..`.`7040, --- 7840 � -. ` 7010 7920 8790 ' -� � 78�00 8800 9730� <br /> ,..__t.....----°---..,_�..... _. <br /> � <br /> I � �pE A�qB <br /> � .�P� '41� <br /> I •• • • • � . � PHILLIP J_ 9 <br /> � CO�ND <br /> i E� �S�g10�AL <br /> (, r�c `ENGiNEER z} <br /> � s} N0. r} <br /> 32035 <br /> A � <br /> 0 <br /> �esS�onal E�cg <br /> i <br /> June 1,2015 <br /> • <br /> �,,,,,,,,.,,�,�,.p. Manufacturer's Installation Manual-June 2015 �9 <br /> I <br /> � <br /> � <br /> I <br />