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HomeMy WebLinkAboutBLOCKING PLANmaw MOBILE NOME MOVERS nT BLOCKING PLAN. Manufiwtmr sce Doe" cgmcky pft@ to I mar bno wmm Pbr Pod Mn PbAwo Pa sto = S Cosy,+.A�; na -ro sr'�,L (D To+C4 • = y. %n G� o2s � a� f17 /hoof= 57+OUP-s lq e C-33)-7-0+cA ©w ,,��/�.¢' - pit 906 TO-�cl 16 X l & ,4a5 Peas d tEA18 + 10bi lL oM e �S r�n(� 2g/�7 e ��G s ©f e. a,4- k��ch Sv 5�e�2 r Longitudinal Stabilization .system (LSD) for Ground Application Note: 3 sq. ft. Pad #59271 is approved in all states, required in Florida Parts required for the LSD System shown right: 1 P/N # 59271 - 3 Sq. Ft. Vector Pad 1 P/N # 59026 - LSD Hardware Kit 2 Galvanized Struts Detailed parts list shown on back Longitudinal Stabilization Device Installation Instructions 1. Determine where the Longitudinal Stabilization Devices will be installed on the home, such that the pad(s) will, be centered under the beam(s). For ground -set system, clear all vegetation in the area where the pads will be placed. The pad should be placed with matching raised connector slots parallel to the beam, and third slot should be facing toward the outside of the home. 2. Drive the ground -set pad into the ground so that the top of the pad is flush with the ground. 3. Build the pier centered between the connection slots but do not wedge at this time. Insert tie bracket into slot where strut will connect to pad (see illustration). 4. Install longitudinal strut to tie bracket in base pad with 1 /2" carriage bolt provided. Tighten, using ti�- 3/8" nuts. Pier should be wedged at this time. 5. Install beam clamps on either side of the pier. Hold the formed clamp with the tabs -facing down under the beam. Place the serrated edge plates on each side of the beam with the-ser rated edg,g!,jCr'9 i thi�V` beam and the locking tab placed into the clamp body. Use 1/2" cpRiage bolts to.jgiar ff cams;.".Finder tighten only at this time. 6. Install longitudinal link tubes to the tie links on eV6 sjWthe pier, tit the pads: �Conntcr, the:ivBetoy the tie links using 1 /2" x 3" bolts. Finger tighten the 1 npti at this tlme•. Pivot the tube up to .,podin; sliding the beam clamp to meet the end of the tube. 7. Use 1 /2" x 3" bolts and nuts to connect the tubes to, the beam if6mps. Tighten, all nyts/b61ts at this time. r. �.-- P/N 15378 3 :? 4 P TIE = 0UWN �WKs .. _, iI ri(0 Di 4D(JLi bK1441 VALLN i t Installation Instructions for ABS Pads For use on all M.obilc and Ma.nufacturcd Honies, including HUD approved Hnmes and Modular Housing G!EkINSTRUCTIONS: , e.tentk SSlt15P0 snJ ahrr e21e113 penJlna 1 AJl pads arc to I.: installed flat micics own ribh 41a, + o.. 2 The ground under the pads should he. Icvclyd as srrtnoth as possible w rh al.l vepetatinn r emoved. Pacts to be placed or. fully C ,•m}nctcd nr undisharbed aril, ..t of below rnr- frovt•lint, or per local juri.t tic.n. 3. Pier 8; pad tpaeing w0l be dknctmined by dtt nunu%tturud homes' written set p instructions or Any local or rtxte cocies. 4. T'ne op cells 1.,�crxcirn the. ribbing on the tipper side of the pads may be filled with roll or ssutd after inttailadon to p,rvtnr any rccunnjJadun of ststgnarrt wxtrr in the pads. S. A po&ct penctror rrr-s miy be used to dctnrminc the acrual aril hearing value if no sod resting c9wprrrent is availuhlc. use in ,tssurncd soil value of 1000 tb3. / Square focrt. 6 M pad s12c? 5hnwri, arc nnminal d1mcoxions and rrny vary up to 7 T`,t mayi ur" defladon in a singIc and is 5 Pi rnnuured from tie highest point to rhp )owest point of the tCp fact. fN(:)T=: Acraa; rc51 results utirc Icis thnn 5/A") Pad loads, are the :ame when using single stack of double Amck blocks. 9. T'hc maximum lond ar any inccrmudiatr aril value may be determined as tic ave(aPc Of the next lawcr .nd next nigher sail v6)c given to 01 . r:rlalc bc4n, 10. If the home marsufncturer shows sod densines grearer than 30W lb. when using Abi pads, do not exceed 3000 lb. sea pier spac,ngi per set up manual. Pad Sir.e ID No. Pad .,Area 1000 PSF Soli 2(AIO PSF Soil 30GO 1'SF Su-. OVAL 16" z 18.5" 1G55.23/AIT-06-1000 283 sq. in. 2;A101bb, -7 4Ua1 Ibs 60CX1 Ibs OVAL'," x 22" 1055.16/AiT-06-l001 MD sq. In. 2500Ihs. 5CA0 lix% 75t)q ILIA. OVAL I' 5" r. V-.5" 1055.21 384 sq, .in 2667 Ibs 5334 tbs. 8(XJO lb.;_._ 0*%'A1_ 1?.5"x 2S.5" 1055-17/11IT-06.1002 432 sq. in. 3b0016s. 6000 lbs. 9OW lbs. ^(TVA 1,2)"x 29 1055-22/AI'r-06-10-03 576 sq. in. 40W lbs. 8000lbs. * 12000lbs. ' OVAL 23.25" x 31,25" 1055-2()/n!T•OG-1004 _ 675 sq, Io, 4h94 Ibs 9388 lb,;. • 939h Ibs n Pad Size 11� No, Pad lArt:st 1000 PSF Soil 2000 PSF Soil 3000 PSF Soi: �(;" x 16' 1053 14/A17 OG 1005 256 sq. in. 17t10 lbs 3560 lbs. ..333 Ibs. 1 S,5" x 1 B.5" 1 OS5-9/Ail'-t1fi-1006 342 sq. in. 2375 lbs. 4750 lbs. 7) 0J lbs. r 20" x 20" 1n55-7/A]T-06-1(11)7 400 sq. in. 2750 lbs. 5500 lbs. 8250 9,%. " 74" x 24" 1055.13/AfT-06.1008 _ 576 sq. in. 4000 lbs 9000 Ihx w 8ti00 Ib,. Conc-rc:e blocks arc required to be doubt blocked. 11. Any ASS pad c mrigurnrion may be usttd to replace o borne mxnufocntrtr's tocomrntndad eoncrerst of wend base pad. 12. AL.ABAMA ONLY: X'J)e Le x_-te M# 105-14, 10" Y IA A" ID# 1055-23, 1 ' x 22" ID#; 1035.16, 17.5" x 21.5" ID# 1033- 21, . NY' x 20" 11)41055.7, 17.5" x 25.5" JnO$ 1055-17, 2,41" z14" ID#1055.13, ID#1055-22 ore the nnly pads apprwvcd in the State of Alabama, and must not have more than 3/6" deflections, Set chart below tot dctn113 on corrccrin.tt0ation in Alabama, 13. TFXAS ONLY( 17.5" x 22.5" ID4 1055-21 xnd 23.M11 x 31.25" iJ)# Mk5,20 m,ry rttll,h-r- installed in the Stare of 'FCNRL 14. S(ccl Piers: All pads are tested with vtcel piers on IDM PSF toil dentine unless ocbet�s•:sc notod. MG 15) Attach with (04) 2" #12 x 1/2' bex tech scacws. M.1nUnrrnt Pier Baao 7 vt inehet, The Mulii-Pscl cor&guration 35" x 2b.5" ID# APT-06 1002 (U) rcquUtt minimum 9 Oil pier bo". I5. Available pads ttsttd on 2000 PSF soil dtnaity using star) piers arc: ID#'a 1055-14, 105E-9, 1055.7 and 1055-13. 16. CI�Isv s tk'f•Vvv an assumed viluc of IQDO lb/att. ft. ttrticss etlg! &this and calculations art .tirovi�ed. J '- � r • .( '�� Exxmple: 16' x AD' section (Alsbanta on!-,,) <_ PAD SIZE IOW Lb Pi 2000 Lb Ptf -r.'i' ram• 16" x IV Pad 2'9' 1 G" i88.5" 7-al Pad 3' 0" 17" x 22' Cho! P.d 310" „ 17,5" x 2.15" Oval gad 4' 0" 17.5" x 25.5" Ovxl Nd 413" F' w, 21" x 29" Oval Pxd !,• (V, Rtviolon 02.01.07 l--5'-4'--1--5#-4' - 1--51-4'--1-- 1-4'-1—T-4'-1-51-4'—I—S'-40-1---T-4'--1—T-4'-1— 1-4'--1 T-4'-1-4'--1 3'-4'-4 ON TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACING Notes s 1. Anchors will be approved feet (tj.type IIhot dip galvanized. Those installed rn it'vertical po�iYren for I diagonal pull will have an approved 190-sq. in. stabilizer plate installed. 2. All tic -down straps shall be of approved, PA" Nvide type I steel strapping. ?. Only approved pivoting frame clamps will be used on I -beams. 4. Multiple section homes must have a centerline tie attached within two feet (2') of each end of rich section. 5. All mobile homes must have approved longitudinal tie downs installed. o� Sy 542. , 5 6 MaRi111Um ft-arne tic spacing is five -feet -four (5', 4") 0/C. / POCKET PENETROMETER TEST • Test the perimeter of the home at six (6)locations. • Take the reading at the depth of the footer. " • Using 500 LB increment, take the lowest reading and around down to that incremenL perimeter � 5 i A�- °I � ,off - test )orations. TORQUE & PENTROMETER TEST AFFIDAVIT TEST PROBE TORQUE VALUE ,.�ooQ PSF I /0 4c �� �5�C /� hereby certify that I personally preformed a torque test or used a penetrometer test or assumes soil at the location listed below. �D. O —el-r)g nY Ru v e"/ Job site to atio address Owners Name T Owners Con ractors signature Date MOBILE NONE MOVERS For Head Detail, see Drawing of HP12 Tension Head Only Permanent Identification Mark Material - 8 Gauge (.165 - .175) (ASTM A-36) M1020 Finish - Black Paint .650 Square Holes HP4 - 5/8" x 48" A-36M e HP5 - 3/4" x 48" A-36M D HP6 - 3/4" x 36" A-36M o HP6 - 36" HP4&5-48" Sharpened ....'Edges Material - 9 Gauge (.155 - .175) 1" A36, M1020 .....+...... ---- ...... i._._f:........... i Cut 35' ..............•. g -- -- - HP8 (G) SINGLE DISC ANCHOR ♦ See page 18-22 for installation instructions. ♦ CAUTION: When not installed in line with the frame tie, a stabilizing device MUST be used. ♦ Engineer certifications on file. HP4 (G), HP5 (G) HP6 (G) SINGLE DISC ANCHORS ♦ See page 18-22 for installation instructions. ♦ CAUTION: When not installed in line with the frame tie, g stabilizino device MUST be used. ♦ Engineer certifications on file. For Head Detail, see Drawing of HP12 Tension Head Only Permanent Identification Mark 60" Material - 8 Gauge (.165 - .175) (ASTM A-36) M1020 Finish - Black Paint .650 Square Holes - 3/4" x 60" A-36M e Cut 351 -------------- 8 -- ._...... Material - 9 Gauge (.135 - .155) A36, M 1020 '(G) indicates item is also available in a galvanized finish 3 to ' Exterior Products and Accessories ' The Platform Steps Use this full 38 "x 38"or the 38 "x 48 "landing with reversible railing when you prefer a parallel approach. r r Back Shown with Standard Rails Note. Side and Back ails must be ordered separately `; Standard Side And Back Rail OP Deluxe Side And Back Ralf Rail Bumpers Standard On All Rail Options 017143838 1 7" 14" 38" 1 38" 02138 I 029138`�,„I 0238 02938 018163838 8" _ 16" 38" 38" 02138 029138 0238 02938 017213838 7" 21"' 38" I 38" 1 02238 I 029238 ' 0238 02938 I 018243838 8" 24"�3838" 02238 029238 I 0238 02938 01.7283838 7" 28"38" 02338 029338 0238 j 02938 018323838 8" 32" , 38" 38" 02338 029338 0238 02938 017353838 7" 35" 38" 38" i 02538 0294387 0238 02938 018403838 ( 8" 40" I 38" 38" 02438 I 029438 I 0238 i 02938 017423838 j 7" 42" 38" 38" N/A 0295387 I N/A I 02938 018483838 8" 48" 38" 38" N/A 029538 _ N/A -- 02938 017493838 7" 49" 38" i 38' N/A 0296387 N/A 02938 018163848 8" 16" 38" 48"t02138 I 029138 i 0248 02948--� 018243848 8" j;24_" 38" i 48" OZ238 •0292380248 02948 017283848 7" 38" i 48" I 02338 oz9338 0248 I !M 018323848 j 8" 32" 38" 1 48- 02338 029338 0249 02948 017353848 7" 35" 38" f 48 02538 0294387 _:'_:: 0248�^ 02948 018403848 I 8" 40" 38" 48" i 02438 029438 + 0248i 02948 Page A - 6 Product Availability, Prices and Specifications Subject to Change without Notice