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<br /> PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS CD <br /> (FOR SIDEWALL OPENINGS SEE NOTE @) <br /> LOAD SPANS (1) <br /> SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' <br /> rzl CAPACITY PSF <br /> Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. <br /> ~ 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. <br /> "<t 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. <br /> N 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. <br /> MIN. PIER CAP. 2708 Ibs. 3428 Ibs. 4148 Ibs. 4868 Ibs. 5588 Ibs. 6308 Ibs. <br /> LOAD SPANS (1) <br /> rzl SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' <br /> Q CAP ACITY PSF <br /> ~ 1000 409 sq. in. 519 sq. in: 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. <br /> ':..t 1500 273 sq. il). 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. <br /> 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in <br /> I 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in <br /> lC) <br /> N MIN. PIER CAP. 2841 Ibs. 3601 Ibs. 4361 Ibs. 5121 lbs. 5881 Ibs. 6641 Ibs. <br /> LOAD SPANS (1) <br /> SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' <br /> ~ CAP ACITY PSF <br /> Q <br /> ~ 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. <br /> 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. <br /> ca 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. <br /> I 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. <br />-_. CO <br /> N MIN. PIER CAP. 2975 Ibs 3775 Ibs 4575 Ibs 5375 Ibs 6175 Ibs 6975 Ibs <br /> . <br /> LOAD SPANS (1) <br /> r:il SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24' -28' 28' -32' <br /> Q CAPACITY PSF <br /> ~ 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. <br /> 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. <br /> co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. <br /> I 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. <br /> 0 W1NDZONE III <br /> (') MIN. PIER CAP. 5215 Ibs 6135 Ibs (110 MPH) <br /> 3375 Ibs 4295 Ibs 7055 Ibs 7975 Ibs ALL EXPOSURES <br /> 20 PSF ROOF <br /> 10 PSF D.L. <br />NOTES: REF. CAlCS. <br />(l) sa: DETAIL 'B' PAGE SU-Ol-OOOl roo BlOOONG AND ANDiORlNG OF" IlARRlAGE WAlL ..."1111"",. <br />lPENINCS \lIIJER tHAN 49 INOlES. ENQ~{\$~~~!!.l ~/""'" DAPIA APPROVAl; <br /><ysa: ~ <y, @, AND <D UNDER TABLE T, PAGE SU-ol-lI040. ~ ~.,. STE "'~(' ~ <br />@ fOR AlL U11IT 'MOTHS, USE In sq!n PIER FOOtER U111lER SIDEWAlL OPENINGS . tHAT ~ ~ .,~\ Ii~', ~ APPROVED BY <br />ARE 49 lIlDiES TO 96 INCHES 1IIOE. FOR OPENINGS lHAT ARE 96 lIlOlES TO 144 g ....<<: ~ No. <> .... ~ l'Jlf:rINC. <br />1N000S. USE: 242 sqfn PIER fOOTER UNDER SIDEWAll. OPENINGS. ~ =-' 910334 \ ~ <br />(IIIN. 1000 PSF SOIl BEARING REO'll) @f'llR PROPER LOAD SPANS. sa: SU-03-0001. ("LOAD SPAN!:' ARE ClLARSPANS; PIER :;*: _e- :*= <br />SPECF1CA nONS ABOIjE ASSUI.lE ClLARSPAN OCOlRS ON ONE SIlE or PIER ONLY - ~ .-0\ TATE OF .: ~ i <br />IF CtEARSPAN ClCaJRS ON BOlli SIDES. ADO VALUES USlED AIlO\f: fOR EACH ClEARSPAN) '~..~ <br />@ OlEO< "'lII LOCAl. .lIRlSlllCllON TO DElERIIINE lHE SOCl. VAlUE ON YOUR \~!.tvo .~ FEDEIlAl MANUfACTURED HOME <br />SIlE OR HA'IE A Sat. IIEARlNG lEST PERf"0RIIED Ql YOUR Sat. TO llElERIlINE lHE VALUE. >~ . ~ ....... ~ qlt/l; IXINSJRUCTIONAHO SAfETY STAtIlAIlOS <br /> MAR 0 1 1999 <br /> NOnCE: '1" ,.1""8'1': B E M DATE: REV lE11ER: <br />~JACOBSEN HOMES 1HESE SPEClfJCA1IllHS AND ORAwtlCS ARE . . . 2-6-99 . <br />. allClNAL. PRllPRIETARY. AND tanlEN1IAL DRANNe 1IllE: PIER FOOTER SIZING CHART A <br /> P.O. BOX 36B 1IA1ERIAI.S or Jo\ClIllSE/IIIAIlUFAC1IJlllIlG FOR MARR. WAlL OPENINGS <br />.. SAFETY HARBOR. FLORIDA 34695 INC. SIIOl IIAmaALS AR[ PRIlWlED TO 1HE <br />IlED'IfNT flJl !I'EllRC PIJIPlISES NIl IIIST IE DRAWING NlAIlIER: <br /> PHONE (727) 726-1138 ICEPT canlOI1lAI. NtD SEDlET f1lOII lI1IfRS. SU-01-0030 <br /> <br />