HomeMy WebLinkAboutMIS94-0008 Cancelled Foundation - MIS Permit / Conditions - 7/4/1994 - rR MASON COUNTY
- Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton,Washington 98584
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CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING Attic OTHER
Groundwork
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
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MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
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MASON .COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
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FOUNDATION SPECIFICATIONS AND FHA :
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STANDARDS .FOR CONCRETE FOOTINGS
AND TIEDOWNS ON MANUFACTURC.a
HOMES.
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1 s f]1111riGS- foundations for piers shalt be poured cnnctete continuous footings 28 inCheS wide and 6 inches
deep, placed on firm undisturbtd soil below the prevailing (fast lint. Footing slabs may be installed at right
angles to main from# beams, extending a minimum of IZ inches beyond the center like of exterior main
frame beams of parallel to and centered on the main (tame beams. Slobs shall contain 3 - d4 reinforcinq
rods evrnlq spacede i nt 28 days.m[S sack / yard inches.
Xj s. The conciete shall have a minitnum carnpression
sirrogth of p
Tie d2 n is recessed so house Carl_
he roiled over runners
3 4 in in
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'4-1 In i7
ilA rebar
d------ N in ------�
Min compression strength 0
Z8 days is 3666 psi
( 5 sack / yard mixture I
CROSS SECTIONAL VIEW OF RUNNER
AND TIE DOWN
2. ARQHOY�- Anchor tics shall be msta.11ed that must resist a work' loadUP6011 and must iw the
direction of the tic of 3150 po�undsvrr wi
ll o 6e Placed hem a 2 he xunncrs as follows:: withstand a
50% o vtrlottd [4725 pounds total]. T
A. lies $boll be anchored to the slabs by means of a i/Z inch _reinf orting bat loop imbedded in the
ct)ric.rt•te to a minimum depth of 4 inches,-then bent 96 degrees-with a Z Inch leg on tach end. 5/8 int•h
halts with forged eyes imbedded in a minimum of 7 inches may be used instead of a teinloming bat loop.
Mare than C+ne.tit may be fastened to each anchor provided that the strength of the anchor is not
(excreded. Completed loop installations of reinforcing fad may be given 00 asphaltic coating instead of
galvanized.
3. �fIE_I?4WN�_BILLF.I2�
24 of t8 x 40 to 48 $ each
24 of 28 x V to 56 18 Loch
Zit or 20 x 60 to 66 12 each
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