09-9109 - Laserfiche WebLink

Browse Search

E.'8/ ?7/2006 11:05 6785745700 3R IAN VALENTE PAGE 01 1 Installation Instructions for ABS Pads For use on all Mobile and Manufactured Holmes, including I-11:13 approved Homes and Modular Housing I ra .5 among 50it and whet as orndiin:t ENERit 1. Ali pads Ate tel be installed flat side. d, own_ ±+hhed , . '. The ground under the pads should be leveled as Month as pnitiibk with all vel etatinn removed. Pad, to be placed on fully compacted or undisturbed soil, at or below the frost -fine, or per local jutircdctic; i. 3. Pier & paci spacing will be determined by the manufactured homes' n .itten set -up instructions or any local or state codes. 4 . The open eels becwt,•cti the ribbing nn the upper side of the pads rrta be filled with soil or sand after installation to prevent any accumulation of stagnant water in the pads. 5. A pocket penetrometer may be used to detemsine the actual god 1- urin value. If soil- testing; equipment is not available, use an aeaimed sail valve of 1000 lbs. / stt foot. (J. ,111 jrxd sizes Sl9Awi1 are nominal dimensions and may vary up to 1 8 ". 7, The maximum cleRwticxi in a tingle pad is 5i8" measural from tLe highest print to the lowest point of the air face, (NOTE: Acrual test results were lest then 5/8 ") �, In frost areas, a 6" deep confined gravel base in,tal:ed in wol, drai.ied, nun -frost susceptible ,oil is recommended. '.' Pad loads arc the sutra when using single !crack or double stack lit. cks. 10. The maximum lead at Any intermediate f.oi1 value may be dctertr :ed as he average of the next lower and start higher soil value given in the table belie 11. Any am6guraiion (see sere e side) may lie used to tt -place a horie mmnufac ures's recommended concrete or wtxid base pad. 12. 1 f the home routufacturcr shows soil densi icv greater than 3000 lb. when using ABS pads, do not exceed 30001b. soil pier spacing per set up manual. Pad Size ID No. Pad Area 1000 PSF Soil 2000 PSF Soil 3000 PSF Soil OVAL 16" x I8.5" 1055 -25 288 aq: in. 2000 lbs. 4000 lbs. 6000 lbs. CWAI. 17" x 22" 1055 -10 360 ay. in. 2500 Lbe. , 5000 lbs. 7500 lbs. 1 >VAL 17.5" x 22.5' 1055 -21 384 sq. in. M 2667 ills. 5334 lbs. 80001ba. * (M 1L 17.5 "x 25.5" 1055 -17 432 xi. in 3000 lbs. 6000 lbs, 9000 !ha. OVAL 21 "x29" 1053-22 576 sy, in. 4000 tbs, 8000 1b, * 12000 lbs. '' ( VAL 23.25" x 3125" 1055 -20 675� 4694 lbs. 9388 lbs. * 9388 lbs. * P-ad Size 113 No Pad Arca ,1000 .PSF Soil 2000 PSF Soil 3000 PSF Soil 16" x 16" 1055-14 256 sq. in. 1780 lbs. 3560 lbs. 5333 lbs. 18..5" x 18.5" 11155 -9 a in. 2375 lbs. 4750 lbs. 7100 lbs. d 20* x 20" 1055 -7 400 sq- in. 2750 lbs. 5500 lbs. 8250 lbs. " t -------- 74 7 ; - 24' 1055 -13 ' 576 sq. M. 4000 lbs. .� 8000 lbs * 8000 lbs. * ' Concrete blocks am required to be double blocked. , 13. MAMMA. ONLY The 16" x 16". ID# 1055 -14, /6" x 18.5" 1D# 1055-23, /2" x 22" ID* 1055-16, 17.5" x22.5" ID# 1055-21, 17,3" x 23.3 " ID# 1055 -17 are the only pads approved in the stale of Alabama, and must net have more than 3/8" deflection. Sec chars below for details on correct installation in Alabama. 14. TEXAS ONLY: 17.5"x22.5" ID# 1055 -21 and 23.25"x31.25" ID# 105540 may not be installed in the State of Trxai, 15. Steel Pieta: All pads are tested with steel piers on 1000 PSF aoii density unless otherwise noted. (#16) Attach with four (04) 2" #12 X 1/2" hex tech screws, use four (04) 4 inch screws if pads ass double stacked. 16. Available pads tested oo 2000 PSF soil density are:1D#'s 1055 - 1.4,1055- 9,1056 -7 and 1053 -13. Example: 16' z 80' section PAID SIZE 1000 Lb Psf 2000 Lb P,,f • 16" x 16" Pad 2'9" 5' 6 " . 16" :c 18.5" Oval Pad 3' 0" ^' 6' 0" 7" t 22" Oval Pad 3'9" - 7 6., ^ 17.5" x223" Oval Pad 4' 0" 8' 0i. • 17.5" x255" Oval Pad 4'S" 11'0" axe 21" x 2 9" (4v al Pact 6' 0" 8' 0" Re, ision 10/04