08/05 plan mod Ustick 12-Plex ePlan

Sergio - Foundation walls are outside of the modified footing area. */Screened*/ Phone #: ###-####//special inspection report, for post installed anchors, verified by pull test, was in compliance with design engineer--also engineer called me and verified//
//plans show hair pins at corners with hold down anchor bolts--engineer called and wants detail deleted from plans--advised to submit with current plan mod under review for footings//
//let GC know about my concerns with elevations, we discussed elevtations, wall height seems extremely high, wall currently 2' 8" above footing, plans show a 2' wall on structurals, will need to meet accessiblity requirements at finals//
//if walls are poured prior to acceptance of plan modification for footing changes and wall details, cantractor is pouring at own risk//
rebar appears to be installed per the current plans, less the hair pins on corners//

S2.0Footings revised to reflect width and depth requirements by Simpson manufacturer for hold downs. Interior partition walls widened to increase factor of saftey.
S3.0 Footing embeomeiut of foundation anchor bolts decreased per Simpson.
S6.0 Note added to make girdertruss design requirements clear fortruss mfg

Call ahead Sergio - Phone #: ###-####//need to submit to plan review for modifications to structural plans for footing sizes, depths and rebar//also appears to be changes with the roof trusses per the new structural drawings onsite//rebar clearances need to be adjusted/cut away from forms and elevated 3" above grade//

sent email about expired permit

05/27 4th rev 506 Ustick 12-plex Bldg 1 ePlan, pend pw sl

ALL MET
Robert Campbell
ACHD
metGC Form
metRevised Cert of Value
metRP

Attached comments to case.

riser room now on west eaxterior wall

Attached comments to case and emailed architect.

Per corrections required in ePlan KPFF

Passed per approved PUD19-00010

need geotech

Notified the applicant to provide ACCA approved Manual j, d and s.

For prescreen review provide and upload the following:
• Per checklist provide a signed and approved by PDS Subdivision Staff Verification of Legal Lot or Parcel form
• Per checklist provide site specific fire flow at hydrants letter from Suez Water or other public water provider
• Provide a completed form 310 that is also stamped, signed and dated by an Idaho licensed engineer. Form 310 can be found at https://www.cityofboise.org/media/3760/final310_special_inspections.pdf
• Per checklist provide Erosion & Sediment Control (ESC) Narrative - Narrative must be designed for the specific project and be prepared and signed by a plan designer certified by Boise City.
• Per checklist provide a completed and notarized Drainage System Operation & Maintenance Plan Agreement (appendix J from Public Works Stormwater Manual)
• Per checklist provide a Site Plan Clearly Designating “Fire Department Access Roadways” - Including connecting public streets.
• Per checklist provide a site plan clearly showing new or existing Hydrants
• Per checklist provide Erosion & Sediment Control (ESC) Plans (C2.0 is not an ESC plan)
• FYI, When looking at plan sheet A561 for quick prescreen review noticed the top stair nosing profile was not uniform with other stair profile
• Per ePlan submittal standards the reserve the bottom right corner on the drawing plans for the City electronic stamps. Leave a blank 4” x 2” space located 3” off the right sheet edge to allow for the title block on plan sheet A113, A311, A321 and A561 - see ePlan standards at https://www.cityofboise.org/media/7025/electronic_submittal_standards.pdf
• Per checklist provide and show location of the fire extinguishers. (if you are referring to a triangle shape/symbol at the stairwell place the triangle symbol at the fire extinguisher notes as well) plan sheet G003
• Provide missing electrical engineers stamp on plan sheet E5

Connecting to existing sewer stub