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PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGSO (FOR SIDEWALL OPENINGS SEE NOTE LOAD SPANS SOIL BEARING 8'-12' 12',-16' 16'-20' 20'-24' 24'-28' 28'-32' CAPACITY PSF 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. 4 2000 195 sq'. in. 247 sq. in, 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. C\2 2500 156 sq. in. 197 sq. in, 239 sq. in. 280 sq. in. 322 Sq. in.. 363 sq. in. MIN. . PIER CAP. -2708 IDS. 3428 lbs.. 4148 Itis. 4868 lbs. 5588 lbs. 6308 lbs. LOAD. SPANS 0 SOIL BEARING rx� 8'-12' 12'-16' 16'-2 0' 20'-24' 24'-28' 28'-32' CAPACITY PSF I I 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. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in LD CQ MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS SOIL BEARING -12' -4�-176 77_'��'2�0 �0'-24' 24'-28' 28'-32' CAPACITY PSF 8' < 1000 428 sq. in. 544 s L659 sa-4'ftr-;74 sq. in. 889 sq. in. 1004 sq. in. - 1 -`16 sq. in. 593 sq. in. 670 sq. in. 1500 286 sq sq. i 5 a) 2000 214 sq* (1 329 . in. 387 sq. in. 445 sq. in. 502 sq, in. i [D_a� 25DO 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. uMIN, PIER CAP. 2975 lb7 3775 IDS 4575 Ibs 5375 IDS 6 175 lbs 6975 IDS: LOAD SPANS (a) SOIL BEARING 8'-1'2' 12'-16' 16'-2 0' 20'--24' 24'-28' 28'-32' r_4 CAPACITY PSF 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. 2500 194 sq, in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in, 459 sq. in. WINCIZONE III co (110 MPH) ViN. PTER CAP. 3375 !bs 4.295 !bS 1 5215 lbs 81.75 lbs 7` �bs 7975 rus ALL EXPOSURES I N PSF ROOF 10 PSF D.L. NOTES: REF. CALLS. (I)SEE PUAIL_j PACE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS FADER THAN 49 INCHES. ENCIN IF t\ P DAPIA APPROVAL SEE \ 1� tjOTES: AND (3) UNDER TABLE ',PACE SU-01-OOQ. ........ FOR ALL UNIT WD THS.USE 177 sciAn PIER FOOTER UNDER SIDEWALL OPENINGS.THAT ARE 49 INCHES 70 96 INCHES'MDE.FOR OPENINGS THAT ARE 96 INCHES TO 144 APPROVED BY INCHES,USE 242 sq/n PIER FOORR UNDER SIDEWALL OPENINGS. Z! No. 0 (MIN. 1000 PSF SOIL OWING REO-0) 910334 04FOR PROPER LOAD SPANS,SEE SU-03--0001.(*LOAD SPANS'ARE OLEARSPANS; PIER - SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY- INC. �N OCCURS ON BOTH SIDES.ADD VALUES LISTED ABOVE FOR EACH CLIEARSPAN) I;IF CLEARSP 4XTE 0 (3)CiiECX tFiN LOCAL.JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR DERAL MANuFACTURED HOME CN YOUR S0.1. TO DE TERMINE THE VALUE.J) cos,Rualim ao SITE OR HAVE A SOIL BEARING TEST PERFORMF IN40TICE: • fAlA V4. DATE: Tuft MIER%: THESE sPECIFICAPOMS AND DRAWNCS AR. 2-6--099 JACOBSEN HOMES ORIGINAL PROPRIETARY,AID COINFILU1041. VRAMNG T11I.E.- PIER FOOTCR VING CHART UAIERIALS a'ACOBIZ14 11MqU.-ACTURING P.O. BOX 368 ttr-e4z mS?jCl MATERIALS ARE PROVIDED TO IH7 FOR MARR. WALL OPENIMC-S SAFETY HARBOR, FLORIDA 346�,51 air lrwz sFEw,:,P K PX LIZ?Ll ORA NNG INLIWER: A PHONE (727) 726-11.38 1 WI CONnI)MRAL MO f:C7 FROIJ 011-= su-01-0030