HomeMy WebLinkAboutREVIEW RESPONSE BUILDING - 16-00579 - Gorilla Performance New BuildingReview Date: 09/14/2016
35 North Id East
Rexburg, ID 83440
Reviewed By: Quinton Owens
Gorilla Performance New Building
Permit Number: 16-00579
Building Review
amandosgrexburg.org Phone: 208.359.3020
www.rexburg.org Fox:208.359.3022
C IT Y OF
REXBURG
Ameriml Family Cnmmun't'
Current Building Review Status: REVISIONS
DESCRIPTION
C
Use classification is shown on plans as per
Not Identified (no code summary).
REVISIONS
IBC Section 302
Plans titled "Storage" (default as S-1).
Building height and area meets the
REVISIONS
requirements of IBC Section 500 & Table
Sprinkler system not noted, and area
503
exceeds allowed area in table 503 for V -B
construction.
"Storage" building
Mixed use occupancies meet the
COMPLETED
requirements of IBC Section 508 and Table
508.4
Incidental use meets the requirements of
COMPLETED
Table 508.2.5
Fire resistance rating of building elements
0 hour rating for V -B (no construction type
REVISIONS
meet the req. of IBC Sect 703, 704
identified on plans). Exceeds allowed area.
Automatic sprinklers are provided or
Not Identified. NFPA 13 required for area
REVISIONS
exempted as per IBC Section 903.2
increase to Table 503.
Occupant load is identified on plans as per
22 occupants based on section 1004
COMPLETED
IBC Section 1004
Toilets, Bathing Fac., Sinks, Kit. and Drink.
No details of accessible restrooms (must
COMPLETED
Fount. meet IBC Sec. 1109
meet all All 17.1 requirements).
Structural Docs Identify snow, wind, seismic
Design criteria is not identified.
REVISIONS
and other loads per IBC Chp. 16
Structural Docs or plans identify Occupancy
Design criteria is not identified.
REVISIONS
Category as perIBC Table 1604.5
Site Grading meets the requirements of IBC
Final grade required to slope away from
COMPLETED
Section 1804.3
building.
Concrete Documentation provided as per
No concrete specifications other than slab
REVISIONS
IBC Section 1901.4
(1500 psi).
Slab concrete shall be 2500 psi min. per
1904.2.
Concrete Reinforcement Identified on plans
Shown but no stamped drawings.
REVISIONS
and designed by a licensed Engineer
"Floor Slab ... with #4 bar on center each
way" (what center?)
Wood Fram. design. by lice. Eng. and
No stamped drawings.
REVISIONS
meets. re s. IBC Chp. 23 or Conv. Li -Frame
Glass and Glazing meets the requirements
Window to Office (104) shall be tempered If
COMPLETED
of IBC Chapter 24
less than 24" from door as shown on plans.
Spray booths meet the requirements of IBC
Clarification needed: Is the "Booth" area for
REVISIONS
Section 416
painting.
Review Date: 08/31/2016
35 North I a East
Rexburg, ID 83440
Reviewed By: Joel Gray
Gorilla Performance New Building
Permit Number: 16-00579
Public Works Review - Site Plan
amandasC�rexburg.org Phone: 208.359.3020
www,rexburg.org Fax: 208.359.3022
0
c rY o
REXBURG
America} family Community
Current Public Works Review - Site Plan
Status: REVISIONS
DESCRIPTION
1
Plans are approved for a fooling/foundation
NO
ONLY permit?
Street
All approaches to be concrete per City
REVISIONS
Engineering Standards and Chapter 5
Section 1.5.a.v of the Development Code.
Driveways to be ADA Compliant (no more
than 2% cross slope).
Street
No loading/unloading area noted on plans
REVISIONS
per Chapter 5 Section 1.4 and Chapter 3
Sectlon20.130of the Development Code.
Street
No backing into right of way per Chapter 5
REVISIONS
Section 1.5.a.viii of the Development Code.
Street
Trash enclosure must be 20 feet from right
REVISIONS
of way per Chapter 3 Section 20.150 of the
Development Code.
Water
No meter location specified.
REVISIONS
Sewer
Service Only.
N/A
Storm
How will snow storage be accessed?
REVISIONS
Storm
Retention area Is too small.
REVISIONS
Storm
Driveway runoff to be retained on site.
REVISIONS
Lighting
No site lighting Indicated on plans. Building
N/A
mounted lights to light parking area are not
allowed.
GORILLA PERFORMANCE NEW BUILDING
CITY OF REXBURG PLAN REVIEW
September 15, 2016
Buildina Review
1. No identified code summary.
Response: See attached Drawing G1.2.
2. Building area exceeds that allowed. Sprinkler system not noted.
Response: See area increase calculations allowing for 13,230 sq. ft.
3. Fire resistance rating meet IBC requirements.
Response: See Code Review. Drawing G1.2 attached.
4. Automatic sprinklers required for area are not identified.
Response: Automatic sprinklers not required.
5. Need design criteria for snow, wind, seismic and other loads.
Response: See Sheet C1.2
6. Design criteria for occupancy not shown.
Response: See Sheet C1.2
7. No concrete specifications other than slab.
Response: See Sheet S1.1
8. No stamped floor slab drawings. Slab to have #4 bar on center which way?
Response: Rebar to be #3 bar 24" oc each way. See Sheet S1.1.
9. No stamped drawings for wood framing.
Response: See submitted truss engineered drawings.
10. Clarification for booth area needed.
Response: Booth is a detail booth.
Site Plan
1. All approaches to be concrete per City Engineering Standards.
Response: See attached Drawing S01.1
2. No loading or unloading area noted on plans.
Response: See attached Drawing S01.1
3. No backing into Right of Way allowed.
Response: See attached Drawing S01.1
4. Trash enclosure must be 20 feet from right of way.
Response: See attached Drawing S01.1
5. No meter location specified.
See Note 6 on Drawing S01.2
6. How will snow storage be handled?
See Sheet S01.1
7. Storm retention area is too small.
Response: Pending John Millar's feedback.
8. Driveway runoff to be retained on site.
See Sheet S01.3 for valley gutter.