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Home My WebLink AboutCBPR-05-2022-40977.tif . I/I[ IN5TLAD � w5 AçuhTLcTuJ J. STAN WINS-HAD , AIA 22 NORTLI MAIN AVE., P.O. BOX 321 TELEPLIONL: (828) 464-2827 NEINTON , NORJ-LI CAROLINA 28658 FAX: (828) 464-3229 June 10,2022 Attn:Russell Ehrhart P.O.Box 389 Newton,NC 28658 Re: Discovery Church CBPR-05-2022-40977 Russ, Thank you for reviewing this project. We have tried to address each of your comments or concerns and have revised drawings as required.Russ,it should be noted that the designer's intention was to duplicate the existing buildings construction with this addition. Building 1.See revised Sheet T1.1 showing this project is an Alteration Level 2 as well as an Addition in the Existing Building Code Section 504. 2.See revised Sheet T1.1 showing this addition project is a Risk Category III in the NC Building Code section 1604.5. 3. See revised Sheet T1.1 showing this project will require Special Inspections per NC Building Code section 1705. 4.See revised Sheet T1.1 showing the climate zone as 4a in the Energy Summary NCECC C301. 5.See revised Sheet T1.1 showing the R-values for the roof insulation above the deck and the walls.See wall sections showing the same R-values shown on sheet T1.1. 6.See Sheet T1.1 showing the fenestration U-factors are complying with NCECC C402.4 on the Energy Summary. 7.See revised Sheet A4.1 and A4.2 showing the slab on grade insulation meeting NCECC C402.2.5. 8.See revised C2 showing property lines. 9.Mobile classrooms,decks,stairs,ramps and sidewalks are not part of this project.They were a project previously and already had final inspections. 10.All doors and landing have been added to the plan. 11.C2,C3,or C4-All landings meet Al 17.1 section 403.3. Note 8 has been added to the general note on Sheet C2 stating that all landings must comply with the referenced code. 12.C2,C3,or C4-All sidewalks required for the accessible route will meet Al 17.1 section 403.3 for a maximum cross slope of 2%and a maximum running slope of 5%.Note has been added as requested. 13. See architectural sheet A4.2 for site stair details. 14. See architectural sheet A4.2 for structural reinforcement for the site stairs shown. 15. See revised Sheet A1.0 and A1.2 showing an ambulatory stall as required. 16.See revised Sheet LS 1.0 showing the exit discharge path out of the north exit door. 17.See revised Sheet A3.0 and A3.1 showing all doors. 18.This was communicated in an addendum,but see revised Architectural sheets showing all plywood was replaced with Exterior gyp.sheathing.The plywood is not structural in any way and can be exterior gyp.sheathing,which meets the requirements of Type II construction. 19. See revised Architectural floor plan showing water fountain as required.See Mechanical sheets also. 20.Existing building with simple access to new addition already has a fixed permanent ladder on the exterior in the rear for access to the roof and HVAC units. 21.Sheet E3 has been revised to show the correct circuit numbers. 22.Lighting circuits were revised to reflect the correct circuits. 23.Door has been added to the plans and an exit combo and exterior fixture have been added. 24.Ceiling mounted occupancy sensors have been added for lighting control in the multi-purpose room. 25.Electrical has been added for the electric water cooler. Catawba County Fire Review 1.Fire Extinguishers have been provided for in the specifications and were waiting direction of the Fire official for placement.However,to show we are meeting the requirements we have shown possible locations for the extinguishers. 2.Sprinkler system extension will be provided for.Plans will be submitted prior to construction for permitting. 3.Fire Alarm devices are indicated on sheet E5.0 with legend,symbols,and details on sheet E2.0.Fire Alarm notes are on sheet E1.0.A Fire Alarm extension will be provided for.Plans will be submitted prior to construction for permitting. 4.See revised electrical drawings showing the relocated exit door that matches the life safety and Architectural plans. 5.See electrical drawings for additional emergency lighting added on sheet E4.0. EH Well/Septic Item Review 1.These are all still the same people included in the 457 number stated.It is also worth noting that the church expects to be on the new water and sewer extension prior to the completion of this project. Zoning 1.As shown on Sheet C2 the building addition is 34 feet from the side line and meets the side yard setback requirements. 2.No trees have been removed and all buffer requirements are/were existing.However,we are showing an added tree and several shrubs just to be sure. 3.Any lighting on the exterior of the building will be semi or full cutoff as required.See electrical sheet E4.0 showing the revised description of the exterior light fixture in the fixture schedule. Sincerely, J.Stan Winstead,AIA Winstead Architecture,PLLC. �$Y WINs • •CARS . 001. American Institute of Architects NCARB Certified Megen McBride From: Jack Chandler Sent: Tuesday, June 14, 2022 4:51 PM To: Megen McBride Subject: Discovery Church Megen - I can confirm for you that Discovery Church is connecting to City of Hickory sewer. Give me a call if you need additional details. Jack Chandler Assistant Director Catawba County Utilities&Engineering Desk:(828)465-8940 1 25 Government Drive I PO Box 389 I Newton, NC 28658 Email Confidentiality Notice All records of communications to or from this email address are public records resulting in monitoring and potential disclosure of this message to third parties upon request, unless an exception applies. This message may contain confidential information and is intended only for the individual named. If you are not the named addressee,you should not disseminate,distribute or copy this email. Please notify the sender immediately by email if you have received this email by mistake and delete it from your system. 1