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Home My WebLink AboutPLANS REDLINED - 21-00315 - 201 S Millhollow Rd - AdditionAuthor Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Description : 201 S Millhollow Rd - AdditionAddress : 201 S Millhollow RdRecord Type : Single Family - AdditionDocument Filename : PLANS - 21-00315 - 201 S Millhollow Rd - Addition.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00315 Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments Pg 1 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector Pg 1 Free text Larry Beesley : Building Open 1 Insert text here Pg 1 Polyline Larry Beesley : Building Open 1 Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Free text Larry Beesley : Building Open 1 6 mil vapor visqueen Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Free text Larry Beesley : Building Open 1 Prescriptive method for insulation - ceilings R49 -Main walls R22 -Basement walls R 19 Foundation R 10 - 4' Window Uvalues 0.30 Pg 1 Free text Larry Beesley : Building Open 1 Minimum Frost Depth Ground Surface to Bottom of Footing36" Pg 1 Free text Larry Beesley : Building Open 1 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft. Pg 1 Free text Larry Beesley : Building Open 1 Design Requirements: Minimum Roof Live Load 35# per sq. ft.,Minimum Wind 85 MPH, Seismic Zone D1 Pg 1 Free text Larry Beesley : Building Open 1 Tempered glass Single Family - Addition Approval of plans does not constitute approval of variance from code Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Free text Larry Beesley : Building Open 1 Hand rail if more than 3 risers Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Free text Larry Beesley : Building Open 1 2 rows of ice and water shield Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Free text Larry Beesley : Building Open 1 x Pg 1 Free text Larry Beesley : Building Open 1 x Pg 1 Free text Larry Beesley : Building Open 1 x Pg 1 Free text Larry Beesley : Building Open 1 x Pg 1 Free text Larry Beesley : Building Open 1 x Pg 1 Free text Larry Beesley : Building Open 1 1800 Lb hold downs Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Line Larry Beesley : Building Open 1 Pg 1 Line Larry Beesley : Building Open 1 Pg 2 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector Pg 2 Free text Larry Beesley : Building Open 2 tempard Pg 2 Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft. Pg 2 Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing36" Approval of plans does not constitute approval of variance from code Insert text here 6 mil vapor visqueen Prescriptive method for insulation - ceilings R49 -Main walls R 22 -Basement walls R 19 Foundation R 10 - 4' Window U values 0.30 Minimum Frost Depth Ground Surface to Bottom of Footing 36" Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Design Requirements: Minimum Roof Live Load 35# per sq. ft., Minimum Wind 85 MPH, Seismic Zone D1 Tempered glass Hand rail if more than 3 risers 2 rows of ice and water shield x x x x x 1800 Lb hold downs tempard Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Minimum Frost Depth Ground Surface to Bottom of Footing 36"