HomeMy WebLinkAboutREVIEW ACTION - 08-00114 - Delta Phi Apartments - Roof RemodelMarch 12, 2008 / I bww -�P1LKtd �'U P 0*S
Permit Number: 08 00114 6 5 (� .
Project Name: Delta Phi Apartments Roof Remo el vJ
Project Type: Multi -Family Remodel
Review Item Actions Required for Approval Approved
uililirt Ueartnle t�
Complies with approved Site Plan Review
Structural Review
Parcel We RPROOOP0130100
The plan identifies a replacement of an original
roof. Does the new roof match the old roof in
size? If it is larger or protrudes past the existing
roof boundaries, a site plan is required.
Identify how micro lam beams connect to
house and posts. 12" piers only have a
footprint area of .8 sq. feet. Approximate design
roof load,using 15 Ib. dead load and 35 Ib. live
load (snow) is 6250 lbs per pier. Assuming a
2000 Ib per sq. foot allowable soil bearing
pressure, a footing of 3.125 sq. feet would be
required. This approach does not take into
account any factor of safety and assumes
decent soil conditions. Please provide a
minimum 2' by 2' footing under each 12" pier.
P.0 Box 280
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CITY OF
19E Main St.
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REXBURG
Rexburg, Idaho 8300
America's Family Community
Phone (208) 359-30220
Review Action
Fax (208) 359-3022
March 12, 2008 / I bww -�P1LKtd �'U P 0*S
Permit Number: 08 00114 6 5 (� .
Project Name: Delta Phi Apartments Roof Remo el vJ
Project Type: Multi -Family Remodel
Review Item Actions Required for Approval Approved
uililirt Ueartnle t�
Complies with approved Site Plan Review
Structural Review
Parcel We RPROOOP0130100
The plan identifies a replacement of an original
roof. Does the new roof match the old roof in
size? If it is larger or protrudes past the existing
roof boundaries, a site plan is required.
Identify how micro lam beams connect to
house and posts. 12" piers only have a
footprint area of .8 sq. feet. Approximate design
roof load,using 15 Ib. dead load and 35 Ib. live
load (snow) is 6250 lbs per pier. Assuming a
2000 Ib per sq. foot allowable soil bearing
pressure, a footing of 3.125 sq. feet would be
required. This approach does not take into
account any factor of safety and assumes
decent soil conditions. Please provide a
minimum 2' by 2' footing under each 12" pier.