|
PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS
<br /> (FOR SIDEWALL OPENINGS SEE NOTE
<br /> LOAD SPANS
<br /> SOIL BEARING
<br /> CAPACITY PSF 8'—12' 12'—16' 16'—2 0' 20'-24' 24'-28' 28'-32'
<br /> 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 /> 2000 195 sq. in. 247 sq. in, 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in.
<br /> 2500 156 sq. in. 197 sq. in, 239 sq. in. 280 sq. in. 322 sq. in, 363 sq. in.,
<br /> MIN. PIER CAP. 2708 lbs. 3428 lbs. 4148 lbs. 4868 lbs. 5588 lbs. 6308.lbs.]
<br /> LOAD SPANS
<br /> SOIL BEARING 8'—12' 12'—16 16'—2 0' 20'-24' 24'-28' 28'-32'
<br /> CAPACITY PSF
<br /> 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq, in. 847 sq. in. 956 sq.
<br /> 1500 273 sq. in. 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 /> 2500 164 sq: in. 207 sq, in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq, In
<br /> CQ
<br /> MIN. PIER- CAP. 2841 lbs. 3601 1b,, F4361 lbs. 1 5121 Itis. 5881 Itis. 6541 Ibs."
<br /> SOIL BEARING
<br /> LOAD SPANS '@
<br /> 1)
<br /> 8'—12' 12'—16' /1 24' 2 0'—2 4' 2 4'—2 8' 28'-32'
<br /> CAPACITY PSF
<br /> 1000 428 sq. in. 544 sq. in. fi 74 sq. in. 889 sq. in.
<br /> 1004 sq. in.
<br /> 1500 286 sq. in. 362 sq. in 439 sq, 16 sq. in. 593 sq-in.- 670. 1�q,. in.,
<br /> OD R75__� - . .. -_ -,
<br /> sq. -387 sq-in-. 4745'sq. in. 502-so, in,
<br /> 2000 114-sq. in.- 272 sq. in..- -sq. in.
<br /> 2500 171 sq. in. 217 sq. in. 264 sq. in.,310 sq. in. ,356 sq. in. 402 sq. in.
<br /> CQ
<br /> r_MIN, PIER CAP. 2975 lbs 37 5 ibs] 4575 lbs 5375 lbs 6175 ibs 6975 lbs
<br /> LOAD SPANS @
<br /> SOIL BEARING 8'—'12' 12'—16' 16'--2 0' 20'-24' 24'-28' 28'-32'
<br /> CAPACITY PSF
<br /> 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in.
<br /> 1500 24 sq. in. 412 sq. in. 5011 sq. in. 589 sq. in. 677 sq. in. 766 sq. in,
<br /> 2000 243 sq. in. 309 sq..in. 375 sq:in. 442 sq. in' 508 sq. in. 574 sq. in.
<br /> 2500 1 9 4 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in, 459 sq. in,
<br /> _0 F WNDZONL Ill
<br /> co (110 WPH)
<br /> MIN, PIER CAP. 33 IDS 5215 IDS 1 6135 lbs 7055 lbs 7975 lbs ALL EXPO
<br /> 20 PSF ROOF
<br /> 10 PSF D.L.
<br /> NOTES: REF..CAM
<br /> (D SEE UTAU,_:jL PACE 5U-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL ttitIffill"
<br /> OPENINGS,VADER THAN 49 INCHES Ell P.OYALS_Tl/ fi, DAPIA APPROvAi-.
<br /> (D2 SCE FQTILS:, 02 AND @ UNDER TABLE .PACE SO-01-0040, z. .......�.'... APP ROVE BY D
<br /> DFOR ALL.UNIT WIDTHS,USE I77 sq/'o PIER FOOTER UNDER SIDEWALL CPENINGS THAT
<br /> :�_ 1
<br /> -I'S TO 96 INCHES WOE FOR OPCHINCS 1IiAT ARE 96 INMES 10 1 4
<br /> ARE 49 INCI .. No.\STE
<br /> INCHES,USE 242 %cVn PIER FOOTER UNDER SIDEWALL OPENINGS. 11
<br /> (WIN, 10DO PSF'Sal.BEARING REO-D) 910334
<br /> OFOR PROPER LOAD SPANS. SEE SU-Q3-OCOI.(*LOAD SPANS*ARE CLEARSPANS: PIER = —0-1
<br /> SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY- = * .
<br /> . INV
<br /> IF CLEAR&PAN OCCURS ON BOTH SIDES,ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) TAT E 0F I
<br /> 05 CHECK WITH LOCAL )URIsDICIlOt,1 TO DETERMINE THE SOIL VALUE ON YOUR FEDERAL MANUFACTURED HUAT
<br /> ATE OR HAVE A SO THE VALUE.
<br /> OIL BEARING TEST PERFORMED ON YOUR SOIL TO GET C0NSTR1�tjjL1N..ij+DSWEjY STAWDARDS
<br /> D
<br /> U 4111ty N IA R I S 93 9
<br /> VoTi E: f %7. -1_i1.__V_,Ti7E7
<br /> JACOBSEN HOMES T-ESE* SPECIFICATMS AND DRA GS REM. 2_5_9
<br /> MICIIIAL PROPRIZT�1111,AND CaIFIDIIIN I DRoING -9-1m. Pj�- S17
<br /> A
<br /> V!0 MATERIALS Of VZORSE14 M kCTUR INC _R FOOTER -INIG C,4,',RT
<br /> FVcP.O. BOX 358 NC MCV,XAIIEI�AB ARE N01,100 11,Pit, FOR YARP. 'rY�U OPENIN
<br /> SAFIETY HARBOR. FLORIDA 469r, -W" --
<br /> R[rTILIff Fm 91111:5c FLW7 us,Pi
<br /> DR AWIN C. NU�180L�:
<br /> PHONE (727) 726-1138 C�CVFTFOITLAL AHO fZM,7 FRU 07,75 C;U—c",—11,10 01
<br />
|