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PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS CD (FOR SIDEWAll OPENINGS SEE NOTE 0) LOAD SPANS @ SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' r:.:l CAPACITY PSF j:::l 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in, 908 sq. in. ~ 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. -.:t 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. N 2500 156 sq, in. 197 sq. in. 239 sq. in. 280 sq, in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708 Ibs. 3428 Ibs. 4148 Ibs. 4868 Ibs. 5588 Ibs. 6308 Ibs. LOAD SPANS @ r:.:l SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' j:::l CAPACITY PSF ~ 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq, in. 956 sq. in. 1500 273 sq. in. 346 sq, in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. -.:t 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in I 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in l() N MIN. PIER CAP. 2841 Ibs. 3601 Ibs. 4361 Ibs. 5121 Ibs. 5881 Ibs. 6641 Ibs. LOAD SPANS @ SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' C;z;:j CAP ACITY PSF ~. 1000 428 sq. in. 544 sq. in. 659 sq. in. 714 sq. in. 889 sq. in. 1004 sq, in. . 1500 286 sq. in. 362 sq. in 439 sq. in, 516 sq. in, 593 sq. in. 670 sq, in, _f 2OCO 214 sq.. iA.. ~...;;.... ~ Slf:ii':- .~...:.. ..- . ..,., I-'~ 2500 171 sq. in. ZT7 sq. in. 264 sq. in. 310 sq. in. 350 sq. in. 402 sq. in. ,-, ~ MIN. PIER CAP. 2975 Ibs 3775 Ibs 4575 Ibs 5375 Ibs 6175 Ibs 6975 Ibs LOAD SPANS @ SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28' -32' r:.:l CAPACITY PSF Cl ~ 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq, in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. CO 2000 243 sq. in. 309 sq, in, 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. I 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq, in. 459 sq. in. 0 \\1NDZONE III C') MIN. PIER CAP. (110 MPH) 3375 Ibs 4295 Ibs 5215 Ibs 6135 Ibs 7055 Ibs 7975 Ibs ALL EXPOSURES 20 PSF' ROOf 10 PSF' D.l. NOTES: REF. CAlCS. <D sa: DETAIL 'B' PAGE SlJ-OI-OOOl FOR BtOO<lNG AND ANOIORING Of IlARRlAGE WAIl "'111""" <PENlHGS WIDER lIiAN 49 1N00ES. ENCI~{t~~~A1STll~""'", DAPlA APPROVAl: @sa: ~ @, Q), AHll @ UNDER TABLE I. PAGE SU-OI-OO4O. ~ ~ ,.,..... ~'.;. Q) FOR All UNIT 1I01llS. USE In sq!.. PIER FooIDl UNllER SIDEWAll <PENlNGS. lIiAT .$' ~~,";;;\STE~"i" ~ ~ APPROVED 8Y ~ .' <c; N a'.. ~ ARE 49 \NOlES TO 96 \NOlES 'MIlE. FOR OPENNGS THAT ARE 96 1N00ES 10 144 ~ .. ~ o. -. ~ "NJi:fINC 1NOlES, USE 242 sqfn PIER FOOTER UNDER SlllEWAll. OPENINGs. ( / 910334 ~ % (1l1H. 1000 PSF SOL IlEARINC REQ'O) @FOR PI<<PER lOAD SPANS, SEE SlJ-03-0001. (LOAD SPANS" Nlf. ClEARSPANS; PlEIl *: -- :*= SPEOflCA1IOHS A80\E ASSIJIoIE a.EARSPAN OCOJRS Ql ONE SIlE Of PlEIl ONlY _ ~ .-0:' TATE OF .: ~ ~ IF ClfARSPAN OCOJRS ON BOlli SIDES, AIlll VALUES USlED AIlO\E FOR EACH a.EARSPAN) @ OlEO( 1II11i lOCAl .AJRISlllC11(IN TO llE1ERIlINE THE SOIl VALUE ON YOUR >~'. ~ \~!.~'?)J.. .~ FEDERAL MANUfACTURED HDUE S1lE OR HAVE A SOIlIlEARlNC lEST PERFORIIED ON YOUR SOIl TO OEIDlIllNE THE VAlUE. A' . '" .' ~ q,~ IXlHSTRUC1IONNI>SNE1Y STANlAROS MAR 0 1 1999 ~JACOBSEN HOMES NOTleE: ..;:. """'II'r: DATE: REV. lE11ER: lHESE SPEOfJC.\1IOHS AND llRAwtICS B.E.M. 2-6-99 allClllAl. I'ROPRlE1A1lY. AND COfllEMllAL DRAYtlNC UllE: PIER FOOTER SIZING CHART A P.O. BOX 368 IlAlERlALS OF .w:oesEN IlNtUFAC1\/IItNC FOR MARR. WAll OPENINGS .. SAFETY HARBOR. flORIDA 34695 tIC. SUOI1lA1EIlI'lS AIlE I'llOWl(J) TO lHE IlECIPIlIfT RJl lI'falC I'URPOSE5 NIl IlUST If: DRAWING NUIlIIER: PHONE (727) 726-1138 JCEPT COffJlIalIlAL NIl SEClET IROlI ~ SU-01-0030