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Permit Number: T21CM02090
Parcel: Unknown

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T21CM02090
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/18/2021 JVINCEN1 FIRE REVIEW Approved
04/01/2021 SAFEBUILT 2ND PARTY REVIEW REVIEW Reqs Change Activity Number: T21CM02090

GENERAL:
1. Provide written responses to all review comments.
2. Provide a complete plan set.
3. Provide additional documents as requested by review staff.
STRUCTURAL REVIEW COMMENTS:
Daljit Benipal
Denied
Reason:
Date Completed : 3/24/2021 8:39:29 AM

1. Provide accurate information regarding Current Codes per International Building Code 2018. The information provided is incorrect since State has adopted latest Codes. Drawing 6g1.0 calls for 2012 Codes. Revise Drawing.
2. Provide Structural Calculations for Foundations, Columns, Roof Framing per Section 1601.1 of International Building Code 2018.
3. Provide Wind Load Calculations for the Building per Section 1609 of International Building Code 2018.
4. Provide Seismic Calculations for the Building per Section 1613 of International Building Code 2018. 5. All Calculations shall be sealed and signed by Professional Engineer registered with State of Maine per Section 107.1 of International Building Code 2018.
6. Provide Geotechnical Report for the proposed building per International Building Code 2018, Section 1803.1.
7. Designer is to coordinate venting and drainage hole requirements for HSS tube members that are galvanized using the hot-dip galvanizing process. Provide for plugs as needed. AWS D-19.0 calls for welds on galvanized steel to be free of zinc. Field welds on galvanized parts requires the removal of the zinc coating in the area of weld. Provide zinc paint (approved by the galvanizer) and apply as required to the weld and steel area to provide protection.
8. Refer to Drg. 6s1.1 Foundation Schedule. Provide missing Lengths for Ftgs F2 and F3.
9. Provide missing Foundation Marks along Line D at 2, 3, 4, 5 and 6.
10. At each Col location, there is a mark called A1. Verify and explain what it is? If it is for Anchor Bolt mark, match it with the Anchor Bolt Schedule.
11. Verify Section 105 on Drawing 6s2.0. Locate on plan the location of this Section.
12. Provide Geotechnical Report for the proposed building per International Building Code 2018, Section 1803.1.
13. Drg 6s1.0 Design Loads for Risk Category II Ultimate Wind Speed of 105mph is used and Design Wind Speed 85 mph is used. Refer to Fig 1609.3 (1) and Section 1609.3.1. Revise loads as necessary and resubmit.

BUILDING REVIEW COMMENTS:
Brian Washko
Denied Reason:
Date Completed : 3/12/2021 10:19:09 AM

1. Indicate on floor plan exit signs on exterior exit doors IBC 1011.1
2. Please provide Envelop Compliance Certificate
3. Mechanical and Electrical Compliance forms need to be signed


ELECTRICAL REVIEW COMMENTS:
Ron Ross
Denied
Reason:
Date Completed : 3/24/2021 9:10:19 PM

Electrical Review By: Ron Ross PE
6E0.0 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS: No electrical comments.
6E0.1 ELECTRICAL SITE PLAN: No electrical comments.
6E0.2 GATE ENTRY ELECTRICAL PLAN: No electrical comments. Not in Sheet schedule.
6E1.0 LIGHTING PLAN: Why aren’t exit lights on west door exits on training rooms 1 & 2?
6E2.0 POWER AND MECHANICAL POWER PLANS: No electrical comments
6E2.1 MECH POWER PLANS: No electrical comments. Not in sheet schedule.
6E3.0 SYSTEMS PLAN: No electrical comments.
6E4.0 TELEDATA PLAN: No electrical comments.
6E5.0 ONE LINE DIAGRAM: Feeder schedule for 60A panel is missing one conductor or neutral.
6E6.0 DETAILS: No electrical comments

MECHANICAL REVIEW COMMENTS:
Elizabeth Prida
Approved
Reason:
Date Completed : 3/31/2021 4:22:26 PM

PLUMBING REVIEW COMMENTS:
Elizabeth Prida
Denied
Reason:
Date Completed : 3/30/2021 12:39:03 PM
1-Provide at least one (1) Hi/Lo drinking fountain as per IPC-Table 403.3. No substitutions allowed as per IPC- 410.3
2-Provide backflow preventer for Ice-Maker water supply. IPC-608.3
3-Show on Plumbing where and how gutters, from roof drainage and condensate drain from evaporator coils will terminate (no cause nuisance). IPC-1101.2 Make sure storm discharge away from building. coordinate architectural, civil and plumbing plans.
04/01/2021 ROBERT SHERRY WATER REVIEW Completed
04/08/2021 SSHIELD1 COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Completed
04/08/2021 STEVE SHIELDS ZONING REVIEW Approved
04/09/2021 LOREN MAKUS ENGINEERING REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
04/13/2021 IMONSHI1 OUT TO CUSTOMER Completed