Development Services Center 0 178 Sams Street Decatur, GA 30030 absupEANNs DeKalb County 404-371-2155 (o); 404-371-455600 Chief Executive Officer DEPARTMENT OF PLANNING & SUSTAINABILITY Interim Director Michael Thurmond Cedric Hudson ZONING BOARD OF APPEALS APPLICATION FOR PUBLIC HEARING (VARIANCES, SPECIAL EXCEPTIONS, APPEALS OF ADMINISTRATIVE DECISIONS) Applicant and/or Christopher Tzegaegbe Authorized Representative: Mailing Address: 2360 Park Estates Dr City/State/Zip Code: Snellville, GA 30078 Email: starcont1@yano.com Telephone Home: 404-552-0964 Business: 404-286-3004 OWNER OF RECORD OF SUBJECT PROPERTY Owner: New Creation Christian Fellowship, Inc. Address (Mailing): 806 S Stone Mountain Lithonia Rd, Lithonia, GA 30088 Email: oypdaurneve@gmalicom Telephone Home: 404-435-1527 Business: 404-435-1527 ADDRESSLOCATION OF SUBJECT PROPERTY Address: 828 S Stone Mountain Lithonia Rd City: Lithonia State: GA Zip: 30088 District(s): 4/7 Land Lot(s): Block: Parcel: 16 064 03 075 Zoning Classification: R-100 Commission District & Super District: 4/7 CHECK TYPE OF HEARING REQUESTED: VARIANCE (From Development Standards causing undue hardship upon owners of property.) SPECIAL EXCEPTIONS (To reduce or waive off-street parking or loading space requirements.) OFFICIAL APPEAL OF ADMINISTRATIVE DECISIONS. *PLEASE REVIEW THE FILING GUIDELINES ON PAGE 4. FAILURE TO FOLLOW GUIDELINES MAY RESULT IN SCHEDULING DELAYS.* Email plansustain@dekalbcountyga.gov with any questions. [0 DeKalb County DEPARTMENT OF PLANNING & SUSTAINABILITY ZONING BOARD OF APPEALS APPLICATION AUTHORIZATION OF THE PROPERTY OWNER I hereby authorize the staff and members of the Zoning Board of Appeals to inspect the premises of the Subject Property. Ihereby certify that the information provided in the application is true and correct. hereby certify that I am the owner of the property subject to the application. L DATE: Applicant #aylas 23-3 Signature: DATE: Applicant Signature: 0 DeKalb County DEPARTMENT OF PLANNING & SUSTAINABILITY ZONING BOARD OF APPEALS APPLICATION AUTHORIZATION TO REPRESENT THE PROPERTY OWNER I hereby authorize the staff and members of the Zoning Board of Appeals to inspect the premises of the Subject Property. hereby certify that the information provided in the application is true and correct. I hereby certify that I am the owner of the property and that I - authorize the applicant/agent to apply for a hearing to the ZoningBoard of Appeals for the requests as shown in this application. - R DATE: Hb4as Applicant/Agent RcS Signature: TO WHOM IT MAY CONCERN: (I)/ (WE): New Creation Christian Fellowship, Inc. Represented by Bishop Floyd Dautrieve (Name of Owners) being (owner/owners) of the property described below or attached hereby delegate authority to the above signed agent/applicant. EXPIRES 6/4/2028 Hoyd Jaubae Notary Public - Owner Signaturé P. a - % Notary Public Owner Signature Notary Public Owner Signature K of1 > DI 100% V Find Next Plan Review - Workflow Routing Slip Report Generated: 01/31/2025 08:48 PM Review Type: Site Development Days Calculated as: Business Days Number of Files: 37 Time Elapsed: 150 days 13 hrs Project Name: 1247088 Time with. Jurisdiction: 42 days 7.5 hrs Workflow: 1247088 - Land Development Template - 6/27/2024 8:39:07 AM Time with Applicant: 108 days 5.5 hrs Total Review Comments: 37 Completed Submission (Prescreen): 0 days 8 hrs Total Review Cycle: 2 Completed Plan Review: Not Completed TASK TASK STATUS * REVIEW'S STATUS CYCLE * ASSIGNED * ACCEPTED * COMPLETED * GROUP USER Applicant Upload Task Completed 0 06/27/2024 06/27/2024 06/27/2024 Applicant Reginald Crayton 08:39 AM 11:07. AM 11:13AM Assign Engineering Review Officer Task Completed 0 06/27/2024 06/27/2024 06/27/2024 Land Development Gamaliel Herry 11:13AM 04:34 PM 04:34PM Supervisor 06/27/2024 06/27/2024 06/27/2024 Prescreen Review Task Completed 0 Engineering! Review Gamaliel Herry 04:34PM 04:34PM 04:35PM Officer Assign Reviewers Task Staff Review Completed 0 06/27/2024 06/27/2024 06/27/2024 Engineering Review Gamaliel Herry 04:35 PM 04:35 PM 04:52 PM Officer DEV ZONINGI REVIEW Department Review Completed Failed 1 06/27/2024 08/14/2024 08/14/2024 DEV. ZONING REVIEW Robert Satterwhite cycle #1 04:52PM 12:18PM 12:56PM ENVIRONMENTAL REVIEW Department Completed Failed 1 06/27/2024 07/05/2024 07/05/2024 ENVIRONMENTAL Liao Review cycle #1 04:52 PM 11:09A AM 03:18 PM REVIEW Gary ENVIRONMENTAL TREE REVIEW Department Completed Approved 1 06/27/2024 06/28/2024 06/28/2024 ENVIRONMENTAL Review Russell cycle #1 04:52 PM 09:27. AM 09:30AM TREE REVIEW Tonning GIS DEPT REVIEW IS REQUIRED Department Completed Failed 1 06/27/2024 06/28/2024 07/12/2024 GIS DEPT REVIEW IS Scott Clarke Review cycle #1 04:52PM 01:34 PM 11:58. AM REQUIRED PLANS REVIEW Department Review cycle #1 Completed Failed 1 06/27/2024 07/05/2024 07/05/2024 PLANS REVIEW Gary Liao 04:52 PM 11:09. AM 03:18 PM PROJECT FIRE! SITE REVIEW Department Completed Failed 1 06/27/2024 07/08/2024 07/08/2024 PROJECT FIRE SITE Pruitt Review cycle #1 04:52 PM 09:36. AM 10:17. AM REVIEW Tony ROADS_ DRAINAGE REVIEW IS REQ Completed Failed 1 06/27/2024 06/28/2024 07/02/2024 ROADS_ DRAINAGE Gracien Department Review cycle #1 04:52 PM 09:55 AM 11:57AM REVIEW IS REQ Onya SANITATION REVIEW IS REQUIRED Completed Failed 1 06/27/2024 07/15/2024 07/16/2024 SANITATION REVIEW Department Review cycle #1 04:52PM 02:46 PM 06:08 PM IS REQUIRED Roger Young TRANSPORTATION REVIEW IS REQ Completed Approved 1 06/27/2024 07/08/2024 07/17/2024 TRANSPORTATION Ledrous Brown Department Review cycle #1 04:52PM 09:12. AM 10:07AM REVIEW IS REQ WATER AND: SEWER REVIEW IS REQ Completed Failed 1 06/27/2024 07/02/2024 07/05/2024 WATER. AND: SEWER Scott Department Review cycle #1 04:52PM 12:19PM 11:33AM REVIEW IS REQ Dalrymple Review Complete Task Staff Review Completed 1 08/14/2024 08/14/2024 08/14/2024 Engineering Review Gamaliel Herry 12:561 PM 01:07 PM 01:07 PM Officer Applicant Resubmit Task Completed 1 08/14/2024 08/19/2024 01/17/2025 Applicant Reginald Crayton 01:07 PM 06:53PM 04:15PM Resubmit Received1 Task Staff Review Completed 0 01/17/2025 01/17/2025 01/17/2025 Engineering Review Kennisha Collins 04:15 PM 05:43 PM 05:46 PM Officer DEV ZONINGI REVIEW Department Review Pending 2 01/17/2025 DEV: ZONINGI REVIEW cycle #2 05:46PM ENVIRONMENTAL REVIEW Department 01/17/2025 01/24/2025 01/24/2025 ENVIRONMENTAL Review cycle #2 Completed Approved 2 05:46 PM 08:33. AM 08:55 AM REVIEW Maxtin Fordham GIS DEPT REVIEWI IS REQUIREDI Department 2 01/17/2025 01/21/2025 GIS DEPT REVIEWI IS Review cycle* #2 Accepted 05:46 PM 08:34. AM REQUIRED Scott Clarke PLANS REVIEW Department Review cyclet #2 Completed Approved 2 01/17/2025 01/24/2025 01/24/2025 PLANS REVIEW Maxtin Fordham 05:46 PM 08:33. AM 08:54A AM PROJECT FIRE: SITE REVIEW Department Completed Approved 2 01/17/2025 01/21/2025 01/21/2025 PROJECT FIRE SITE Pruitt Review cycle #2 05:46 PM 03:22 PM 05:00 PM REVIEW Tony PROJECT FIRELINE REVIEW Department Completed Failed 2 01/17/2025 01/21/2025 01/21/2025 PROJECT FIRELINE Pruitt Review cycle #2 05:46 PM 03:22 PM 05:01 PM REVIEW Tony ROADS_DRAINAGE REVIEW IS REQ 01/17/2025 01/21/2025 01/21/2025 ROADS_DRAINAGE Department Review cycle #2 Completed Approved 2 05:46 PM 08:01 AM 02:13 PM REVIEW IS REQ Gracien Onya SANITATION REVIEW ISF REQUIRED 01/17/2025 01/24/2025 01/24/2025 SANITATION REVIEW Department Review cycle #2 Completed Approved 2 05:46 PM 04:21 PM 04:50PM IS REQUIRED TOMMY TRAVIS WATER AND: SEWER REVIEW IS REQ Completed Failed 2 01/17/2025 01/22/2025 01/22/2025 WATER AND: SEWER Scott Department Review cycle #2 05:46 PM 08:59AM 12:44 PM REVIEW IS REQ Dalrymple Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM Review Type: Commercial Building Permit Days Calculated as. Business Days Number of Files: 73 Elapsed Days: 392 days 0.5 hrs Project Name: 3136953 Days with Jurisdiction: 84 days 22.5 hrs Workflow: 3136953 - Building Plan Review Template 8/7/2023 9:09:56 AM Days with Applicant/Submitter: 307 days 2 hrs Total Review Comments: 53 Completed Submission (Prescreen): 67 days 5 hrs Completed Plan Review: Not Completed WORKFLOW ROUTING SLIP TASK TASK STATUS REVIEW STATUS CYCLE ASSIGNED ACCEPTED COMPLETED GROUP USER SUB TOTAL Applicant Upload Task Completed 0 08/07/2023 08/30/2023 08/30/2023 Applicant Christopher TzegaegbE 17 days 9 hrs 09:09 AM 06:06 PM 06:07 PM Prescreen Review Task Completed 0 08/30/2023 09/06/2023 09/06/2023 Permit Tech lan SMITH 3 days 15 hrs 06:07 PM 09:06 AM 09:07 AM 09/06/2023 09/11/2023 11/10/2023 Prescreen Corrections Task Completed 0 09:07 AM 09:09 AM 11:18 AM Applicant Christopher TzegaegbE 45 days 2 hrs 11/10/2023 11/13/2023 11/13/2023 Prescreen Review Task Completed 0 Permit Tech Bonnie Valentine 0 days 3 hrs 11:18 AM 02:16 PM 02:17 PM Assign Reviewers Task Completed 0 11/13/2023 11/13/2023 11/13/2023 Permit Tech Bonnie Valentine 0 0 hrs 02:17 PM 02:17 PM 02:17 PM days 11/13/2023 12/15/2023 DEV ZONING REVIEW Department Review cycle #1 Reassigned 1 02:17 PM 01:13 PM DEV ZONING REVIEW Robert Satterwhite 20 days 23 hrs 11/13/2023 11/28/2023 11/28/2023 SITE PLAN Department Review cycle #1 Completed Failed 1 SITE PLAN Patrick Walker 9 1.5 hrs 02:17 PM 03:31 PM 03:36 PM days 11/13/2023 11/14/2023 11/15/2023 FIRE SITE PLAN Department Review cycle #1 Completed Failed 1 02:17 PM 03:04 PM 12:43 PM FIRE SITE PLAN Tony Pruitt 1 day 22.5 hrs 11/13/2023 11/27/2023 11/27/2023 FATS OILS GREASE FATS OILS GREASE REVIEW Department Review cycle #1 Completed Failed 1 Yola Lewis 8 8.5 hrs 02:17 PM 03:14 PM 10:36 PM REVIEW days COMMERCIAL STRUCTURAL PLANS Department Review Failed 1 11/13/2023 11/14/2023 11/15/2023 COMMERCIAL cycle #1 Completed 02:17 PM 03:05 PM 12:43 PM STRUCTURAL PLANS Tony Pruitt 1 day 22.5 hrs Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM TASK TASK STATUS REVIEW STATUS CYCLE ASSIGNED ACCEPTED COMPLETED GROUP USER SUB TOTAL 11/13/2023 11/14/2023 11/15/2023 FIRE STRUCTURAL FIRE STRUCTURAL PLANS Department Review cycle #1 Completed Failed 1 02:17 PM 03:05 PM 12:43 PM PLANS Tony Pruitt 1 day 22.5 hrs DEV ZONING REVIEW Department Review cycle #1 12/15/2023 12/15/2023 12/15/2023 Completed Failed 1 DEV ZONING REVIEW Kenneth Bailey 0 0.5 hrs (Reassigned from Robert Satterwhite) 01:13 PM 01:13 PM 01:28 PM days Review Complete Task Completed 1 12/15/2023 12/19/2023 12/19/2023 Permit Tech Bonnie Valentine 1 22.5 hrs 01:28 PM 11:51 AM 11:51 AM day 12/19/2023 03/13/2024 03/13/2024 Applicant Resubmit Task Completed 1 Applicant Christopher TzegaegbE 59 days 21 hrs 11:51 AM 08:56 AM 08:58 AM 03/13/2024 03/15/2024 03/15/2024 Resubmit Received Task Completed 0 Permit Tech Bonnie Valentine 2 days 1 hr 08:58 AM 09:58 AM 09:58 AM COMMERCIAL STRUCTURAL PLANS Department Review Completed Failed 2 03/15/2024 03/21/2024 03/22/2024 COMMERCIAL Tony Pruitt 5 1 hr #2 09:58 AM days cycle 02:20 PM 10:55 AM STRUCTURAL PLANS 03/15/2024 03/15/2024 03/15/2024 DEV ZONING REVIEW Department Review cycle #2 Completed Failed 2 DEV ZONING REVIEW Kenneth Bailey 0 0.5 hrs 09:58 AM 10:19 AM 10:22 AM days 03/15/2024 03/18/2024 04/01/2024 FATS OILS GREASE FATS OILS GREASE REVIEW Department Review cycle #2 Completed Failed 2 Yola Lewis 11 days 3 hrs 09:58 AM 09:41 AM 12:44 PM REVIEW 03/15/2024 03/15/2024 03/22/2024 FIRE SITE PLAN Department Review cycle #2 Completed Failed 2 FIRE SITE PLAN Tony Pruitt 5 days 1 hr 09:58 AM 12:58 PM 10:56 AM 03/15/2024 03/15/2024 03/22/2024 FIRE STRUCTURAL FIRE STRUCTURAL PLANS Department Review cycle #2 Completed Failed 2 Tony Pruitt 5 1 hr 09:58 AM days 12:58 PM 10:56 AM PLANS 03/15/2024 03/25/2024 03/25/2024 SITE PLAN Department Review cycle #2 Completed Failed 2 SITE PLAN Patrick Walker 6 days 3 hrs 09:58 AM 12:43 PM 12:46 PM 04/01/2024 04/02/2024 04/02/2024 Review Complete Task Completed 2 Permit Tech Bonnie Valentine 0 24 hrs 12:44 PM 12:29 PM 12:29 PM days 04/02/2024 04/16/2024 04/16/2024 Applicant Resubmit Task Completed 2 Applicant Christopher TzegaegbE 9 days 23 hrs 12:29 PM 11:13 AM 11:19. AM 04/16/2024 04/18/2024 04/18/2024 Resubmit Received Task Completed 0 Permit Tech Bonnie Valentine 1 22.5 hrs 11:19 AM 09:49 AM 09:50 AM day COMMERCIAL STRUCTURAL PLANS Department Review 04/18/2024 04/18/2024 04/19/2024 COMMERCIAL cycle #3 Completed Failed 3 09:50 AM 04:43 PM 03:01 PM STRUCTURAL PLANS Tony Pruitt 1 day 5 hrs Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM TASK TASK STATUS REVIEW STATUS CYCLE ASSIGNED ACCEPTED COMPLETED GROUP USER SUB TOTAL 04/18/2024 04/18/2024 04/18/2024 DEV ZONING REVIEW Department Review cycle #3 Completed Denied 3 09:50 AM 10:26 AM 10:30 AM DEV ZONING REVIEW Kenneth Bailey 0 days 0.5 hrs 04/18/2024 04/23/2024 05/03/2024 FATS OILS GREASE FATS OILS GREASE REVIEW Department Review cycle #3 Completed Failed 3 Yola Lewis 11 days 6.5 hrs 09:50 AM 04:22 PM 04:27 PM REVIEW 04/18/2024 04/18/2024 04/19/2024 FIRE SITE PLAN Department Review cycle #3 Completed Failed 3 FIRE SITE PLAN Tony Pruitt 1 5 hrs 09:50 AM 04:43 PM 03:01 PM day 04/18/2024 04/18/2024 04/19/2024 FIRE STRUCTURAL FIRE STRUCTURAL PLANS Department Review cycle #3 Completed Failed 3 Tony Pruitt 1 5 hrs 09:50 AM 04:43 PM 03:01 PM PLANS day 04/18/2024 05/08/2024 05/08/2024 SITE PLAN Department Review cycle #3 Completed Failed 3 PM SITE PLAN Gary Liao 14 days 4 hrs 09:50 AM 01:55 PM 02:01 05/08/2024 05/10/2024 05/10/2024 Review Complete Task Completed 3 Permit Tech Bonnie Valentine 1 day 19 hrs 02:01 PM 08:49 AM 08:49 AM 05/10/2024 06/25/2024 06/25/2024 Applicant Resubmit Task Completed 3 08:49 AM 10:56 AM 11:06 AM Applicant Christopher TzegaegbE 31 days 2.5 hrs 06/25/2024 06/25/2024 06/25/2024 Resubmit Received Task Completed 0 Permit Tech Bonnie Valentine 0 days 3 hrs 11:06 AM 02:03 PM 02:03 PM COMMERCIAL STRUCTURAL PLANS Department Review 06/25/2024 07/08/2024 07/08/2024 COMMERCIAL Completed Approved 4 Pruitt 7 20.5 hrs cycle #4 02:03 PM 09:00 AM 10:40 AM STRUCTURAL PLANS Tony days 06/25/2024 07/08/2024 07/18/2024 FATS OILS GREASE FATS OILS GREASE REVIEW Department Review cycle #4 Completed Approved 4 Yola Lewis 16 days 0.5 hrs 02:03 PM 12:16 PM 02:23 PM REVIEW Conditional 06/25/2024 07/08/2024 07/08/2024 FIRE SITE PLAN Department Review cycle #4 Completed 4 FIRE SITE PLAN Tony Pruitt 7 days 20.5 hrs Approval 02:03 PM 09:00 AM 10:40 AM 06/25/2024 07/08/2024 07/08/2024 FIRE STRUCTURAL FIRE STRUCTURAL PLANS Department Review cycle #4 Completed Approved 4 Tony Pruitt 7 20.5 hrs 02:03 PM 09:00 AM 10:40 AM PLANS days 06/25/2024 07/07/2024 07/08/2024 SITE PLAN Department Review cycle #4 Completed Failed 4 SITE PLAN Ramona Eversley 7 20.5 hrs 02:03 PM days 11:22 AM 10:22 AM 07/18/2024 07/22/2024 07/22/2024 Review Complete Task Completed 4 Permit Tech lan SMITH 2 days 1.5 hrs 02:23 PM 03:48 PM 03:48 PM 07/22/2024 07/22/2024 07/22/2024 Applicant Resubmit Task Completed 4 03:48 PM 08:16 PM 08:22 PM Applicant Christopher TzegaegbE 0 days 4.5 hrs Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM TASK TASK STATUS REVIEW STATUS CYCLE ASSIGNED ACCEPTED COMPLETED GROUP USER SUB TOTAL 07/22/2024 07/23/2024 07/23/2024 Resubmit Received Task Completed U Permit Tech Bonnie Valentine 0 days 17 hrs 08:22 PM 01:26 PM 01:26 PM 07/23/2024 07/25/2024 07/25/2024 DEV ZONING REVIEW Department Review cycle #5 Completed Denied 5 DEV ZONING REVIEW Kenneth Bailey 1 day 20.5 hrs 01:26 PM 09:40 AM 09:42 AM 07/23/2024 07/30/2024 07/30/2024 SITE PLAN Department Review cycle #5 Completed Failed 5 SITE PLAN Ramona Eversley 5 0.5 hrs 01:26 days PM 01:45 PM 01:46 PM 07/30/2024 08/01/2024 08/01/2024 Review Complete Task Completed 5 Permit Tech Bonnie Valentine 1 20.5 hrs 01:47 PM 10:29 AM 10:29 AM day 08/01/2024 142 23.5 Applicant Resubmit Task Pending 5 Applicant days 10:29 AM hrs REVIEW COMMENTS REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 1 Permit Tech Comment Responded by: Christopher TzegaegbE 7/22/24 8:19 PM Unresolved lan SMITH Please log into your e- permitting portal and pay the fees All outstanding fees to date have now been paid 9/6/23 9:06 AM due, then resubmit for approval. Responded by: Christopher TzegaegbE 6/25/24 11:04 AM Fees already paid as required Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Revision made on latest submitted version V3 Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 2 1 COMMERCIAL Changemark AO Cover Sheet.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL MIN. PLUMBING FIXTURES Revisions made PLANS PLEASE BASED THE TABLE ON THE USE OF THE FACILITY Tony Pruitt ASA RECREATION CENTER AND THE DESCRIPTION 11/14/23 3:36 PM COLUMN IN 2018 IPC TABLE 403.1 AND PROVIDE THE NUMBER OF FIXTURES ACCORDINGLY. 3 1 COMMERCIAL Changemark AO Cover Sheet.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL ROOMNAMES Revisions made PLANS PLEASE ADD ON THIS LIFE SAFETY PLAN ROOM NAMES Tony Pruitt WHERE NOT INDICATED. 11/14/23 3:36 PM 4 1 COMMERCIAL Changemark AO Cover Sheet.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL EMERGENCY LIGHTING Revisions made PLANS PLEASE PROVIDE AN EMERCENCY LIGHT IN THE EXIT Tony Pruitt ACCESS CORRIDOR PER 2018 NFPA 101 SECTION 7.9. 11/14/23 3:46 PM 5 1 COMMERCIAL Changemark AO Cover Sheet.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL EXTINGUISHMENT Revisions made PLANS PLEASE PROVIDE AND AUTOMATIC SPRINKLER SYSTEM Tony Pruitt FOR THIS FACILITY PER 2018 NFPA 101 SECTION 12.3.5. 11/14/23 3:51 PM 6 1 COMMERCIAL Changemark AO Cover Sheet.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL APPLICABLE CODES Revisions made PLANS PLEASE ADD THE FOLLOWING REFERENCE TO THIS LIST Tony Pruitt AND: SHOW COMPLIANCE IN THE DESIGN ACCORDINGLY 11/14/23 3:55 PM SEE THE "BUILDING AND FIRE COMMERCIAL PLANS SUBMITTAL CHECKLIST" LOCATED IN THE DEKALB DOCUMENTS' FOLDER IN PROJECTDOX: Chapter 120-3-3 Rules and Regulations for the State Minimum Fire Standards in Georgia Link to Rules and Regulations: Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 7 1 COMMERCIAL Changemark AO Cover Sheet.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL A3- ASSEMBLY Revisions made PLANS PLEASE INDICATE WHAT THE PRIMARY USE OF THE Tony Pruitt ASSEMBLY. AREA WILL BE. THE KITCHEN IMPLIES THAT 11/14/23 4:07 PM FOOD WILL BE PREPARED AND SERVED IN THIS FACILITY. IF SO, THE USE GROUP APPEARS TO FIT THAT OF AN A2- ASSEMBLYUSE. PLEASE COORDINATE WITH THE END- USER AND APPLYTHE CORRECT ASSEMBLY GROUP. THE NUMBER OF PLUMBING FACILITIES SHALL COMPLY ACCORDINGLY. 8 1 COMMERCIAL Changemark AO Cover Sheet.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL MEANS OF EGRESS Revisions made PLANS MEANS OF EGRESS SHALL BE BASED ON 2018 NFPA 101 Tony Pruitt CHAPTER 12 "NEW ASSEMBLIES." PLEASE REVIEW "Table 11/14/23 4:15 PM 102.13 Codes Reference Guide" FROM THE LINK BELOW: htps/rulessosgagow9ac/12033-04, Raclyadi-ainnaminaiolngte-ssw 9 1 COMMERCIAL Changemark A1 Architectural Site Plan.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL ACCESS WALKWAY Revisions made PLANS PLEASE COMPLYWITH THE FOLLOWING CODE Tony Pruitt REFERENCE: " An approved access walkway leading from 11/14/23 4:46 PM fire apparatus access roads to exterior openings shall be provided where required by the fire code official." 2018 IFC SECTION 504.1 10 1 COMMERCIAL Changemark A1 Architectural Site Plan.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Info Only STRUCTURAL LAND DEVELOPMENT DRAWINGS Revisions made PLANS PLEASE ADD THE LDP # FOR THE SITE WORK. Tony Pruitt 11/14/23 4:48 PM Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 11 1 COMMERCIAL Changemark A2 Construction Plans and Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Info Only STRUCTURAL MANEUVERING CLEARANCES Notes.pdf Revisions made PLANS PLEASE SHOW THAT THE ARRANGEMENT OF THE DOORS Tony Pruitt ARE IN COMPLIANT WITH 2010 ADA SECTION 404.2.4. 11/14/23 5:12 PM (TYP.) 12 1 COMMERCIAL Changemark A2 Construction Plans and Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Info Only STRUCTURAL ROOM NAMES Notes.pdf Revisions made PLANS IF THESE. ARE SHOWERS, PLEASE SHOW COMPIANCE Tony Pruitt WITH 2010 ADA SECTION 608. 11/14/23 5:14 PM 13 1 COMMERCIAL Changemark AO Cover Sheet.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL ROOM LAYOUT Revisions made PLANS PLEASE SHOW THAT THIS SPACE IS ALSO USED FOR Tony Pruitt BASKETBALL ACTIVITIES, A DINING AREA AND ETC. 11/15/23 8:59 AM 14 1 COMMERCIAL Changemark A4 Finish Plan and Notes.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL WALL FINISH Revisions made PLANS PLEASE SHOW COMPLIANCE WITH THE FOLLOWING 2018 Tony Pruitt IBC REFERENCES: 1209.2.2 Walls and partitions. Walls and 11/15/23 9:43 AM partitions within 2 feet (610 mm) of service sinks, urinals and water closets shall have a smooth, hard, nonabsorbent surface, to a height of not less than 4 feet (1219 mm) above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. (SEE SECTION 1209.2.3 FOR SHOWER WALL FINISHES) 15 1 COMMERCIAL Changemark A4 Finish Plan and Notes.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Resolved STRUCTURAL ADOPTED CODE YEAR Revisions made PLANS PLEASE UPDATE THE YEAR FROM 2000 TO 2018 AND Tony Pruitt VERIFY COMPLIANCE WITH SECTION 12.3.3. 11/15/23 9:50 AM Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 16 1 COMMERCIAL Changemark A5 Building Elevations.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Info Only STRUCTURAL FLASHING & WEEP HOLES Revisions made PLANS PLEASE SHOW FLASHING. AND WEEP HOLES AND ITS Tony Pruitt SPACING. SEE 2018 IBC SECTIONS 1404.4. 11/15/23 10:00 AM 17 1 COMMERCIAL Changemark A5 Building Elevations.pdf Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Info Only STRUCTURAL FLASHING DETAILS Revisions made PLANS PLEASE SHOW FLASHING DETAILS ABOVE WALL Tony Pruitt OPENING FOR BOTH CONDITIONS BRICK AND METAL 11/15/23 10:02 AM PANELS. 18 1 COMMERCIAL Changemark A6 Structural Drawings and Responded by: Christopher TzegaegbE 6/25/24 10:59 AM Resolved STRUCTURAL COLUMN SPACING Misc Details.pdf Revision submitted PLANS PLEASE SHOW THE COLUMN SPACING. Tony Pruitt 11/15/23 11:15 AM Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Revision made on latest submitted version V3 Responded by: Christopher TzegaegbE 3/13/24 8:57 AM Revisions made 19 1 COMMERCIAL Changemark A6 Structural Drawings and Responded by: Christopher TzegaegbE 6/25/24 10:59 AM Info Only STRUCTURAL RISK CATEGORY Misc Details.pdf Revision submitted PLANS PLEASE REVIEW 2018 IBC 1604.5 SECTION AND SHOW Tony Pruitt COMPLIANCE FOR THE PROPOSED ASSEMBLY 11/15/23 12:03 PM STRUCTURE WITH AN OCCUPANT LOAD OF 522. Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Revision made on latest submitted version V3 Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 20 1 COMMERCIAL Changemark A6 Structural Drawings and Responded by: Christopher TzegaegbE 6/25/24 11:00 AM Info Only STRUCTURAL SPECIAL INSPECTIONS AND TESTS Misc Details.pdf Revision submitted PLANS PLEASE ADD "TABLE 1704.2 MINIMUM SPECIAL Tony Pruitt INSPECTOR QUALIFICATIONS AND UPDATE 11/15/23 12:11 PM ACCORDINGLY PER IHIS SIRUCIURE. SEE THE Responded by: Christopher TzegaegbE 4/16/24 11:15 AM "ibc 202,amendmentspdr FILE IN THE DEKALB Revision made on latest submitted version V3 DOCUMENTS FOLDER FOR THE AMENDMENT. Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made 21 1 COMMERCIAL Changemark A6 Structural Drawings and Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Resolved STRUCTURAL FASTENER SCHEDULE AND NOTES Misc Details.pdf Revision made on latest submitted version V3 PLANS THE COVER SHEET INDICATES THE PROPOSE STRUCTURE Tony Pruitt WILL BE TYPE IIB CONSTRUCTION. IF COMBUSTIBLE 11/15/23 12:19 PM MATERIAL ARE USED IN THIS STRUCTURE, PLEASE SHOW Responded by: Christopher TzegaegbE 3/13/24 8:58 AM COMPLIANCE WITH 2018 IBC SECTION 603, AND UPDATE Revisions made THE SCHEDULE TITLE FOR THIS COMMERCIAL BUILDING. 22 1 COMMERCIAL Changemark A5 Building Elevations.pdf Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Info Only STRUCTURAL WALL/CANOPY DETAILS Revisions made PLANS PLEASE SHOW WITH DETAILS HOW THE CANOPIES Tony Pruitt INTERACT WITH THE WALL STRUCTURE. 11/15/23 12:26 PM Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 23 1 COMMERCIAL Changemark A7 Wall Types and Misc Responded by: Christopher TzegaegbE 6/25/24 11:00 AM Resolved STRUCTURAL HEAD OF WALL Details.pdf Revision submitted PLANS DOES THIS WALL "TYPE 2" EXTENDS TO AND ANCHORED Tony Pruitt TO THE STUCTURE ABOVE? IF SO, PLEASE SHOW DETAIL 11/15/23 12:40 PM FOR DEFLECTION, GAUGE & SPACING OF METAL STUDS. Responded by: Christopher TzegaegbE 4/16/24 11:15 AM (TYP.) Revision made on latest submitted version V3 Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made 24 1 FATS OILS GREASE Changemark P1 Plumbing Plans.pdf Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Resolved REVIEW WS Changemark note #01 Revision made on latest submitted version V3 Yola Lewis Provide a plumbing plan for the sewer line. it must show 11/27/23 10:25 PM the grease trap and all req fresh air fixtires connected to iti. mop sink included. Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 25 1 FATS OILS GREASE Changemark P1 Plumbing Plans.pdf Reviewer Response: Yola Lewis 7/18/24 1:09 PM Resolved REVIEW WS Changemark note #01 model has passed Yola Lewis A sewer capacuty request is required. Applicaton 11/27/23 10:29 PM uploaded to DeKalb Folder for your use. Responded by: Christopher TzegaegbE 6/25/24 11:06 AM Revision submitted Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Revision made on latest submitted version V3 Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made 26 1 FATS OILS GREASE Changemark A1 Architectural Site Plan.pdf Responded by: Christopher TzegaegbE 6/25/24 11:05 AM Resolved REVIEW WS Changemark note #01 Revision submitted Yola Lewis HOw is water routed to this new building. where does the 11/27/23 10:35 PM sewer from this building connect to the existing sewer? Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Revision made on latest submitted version V3 Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 27 1 SITE PLAN Comment Responded by: Christopher TzegaegbE 7/22/24 8:17 PM Unresolved Patrick Walker Design professional is to complete the checklist in the Complete civil site plan submitted as requested 11/28/23 3:33 PM DEKALB DOCUMENTS folder. Please upload completed checklist and revised plans as necessary. Responded by: Christopher TzegaegbE 6/25/24 11:03 AM Revision submitted. A separate application has been submitted for the land disturbance permit with permit # 1247088 Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Revision made on latest submitted version V3 Reviewer Response: Patrick Walker 3/25/24 12:45 PM Checklist not uploaded as requested. Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 28 1 SITE PLAN Comment Responded by: Christopher TzegaegbE 7/22/24 8:16 PM Unresolved Patrick Walker An erosion and sediment control plan will be required. Complete civil site plan submitted as requested 11/28/23 3:36 PM Must be sealed and signed by a Georgia licensed design professional. Responded by: Christopher TzegaegbE 6/25/24 11:04 AM Revision submitted. A separate application has been submitted for the land disturbance permit with permit # 1247088 Responded by: Christopher TzegaegbE 4/16/24 11:17 AM Revision made on latest submitted version V3 Reviewer Response: Patrick Walker 3/25/24 12:45 PM Please indicate on which sheet is the E&SC plan. Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 29 1 DEV: ZONING Comment Responded by: Christopher TzegaegbE 7/22/24 8:19 PM Unresolved REVIEW 12/15/23: Pursuant to Dekalb County Occupancy A separate application has been submitted for the land disturbance permit with Kenneth Bailey Regulations this Church Use and any attendant buildings permit # 1247088 12/15/23 1:28 PM or structures on this property have to be compliant with the Commercial Regulations for construction. Therefore, this proposed Commercial Structure will require a Land Disturbance Permit (LDP) Prior to Issuance of this Building Responded by: Christopher TzegaegbE 6/25/24 11:00 AM Permit. You will need to contact Ryan Washington in the Revision submitted. A: separate application has been submitted for the land Land Development Division at disturbance permit with permit # 1247088 mayencsaboupeseN to schedule a Pre- Application Meeting for the Land Disturbance Permit Process. Please see the Special Land Use Permit (SLUP) Responded by: Christopher TzegaegbE 4/16/24 11:16 AM #SLUP-04-026 Conditions of Approval for this use on this Revision made on latest submitted version V3 property in the Documents Folder of this Project Dox File. Responded by: Christopher TzegaegbE 3/13/24 8:58 AM Revisions made Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 30 2 DEV: ZONING Comment Responded by: Christopher TzegaegbE 7/22/24 8:19 PM Unresolved REVIEW 03/15/24: This Permit is a Building Permit however this A separate application has been submitted for the land disturbance permit with Kenneth Bailey Commercial Use on this property as stated in previous permit # 1247088 3/15/24 10:22 AM review of 12/15/23 will require a Land Disturbance Permit before we will issue a Building Permit on this property. Please see full comments below, including contact information for the Land Development Division that can Responded by: Christopher TzegaegbE 6/25/24 11:00 AM assist you with the Land Disturbance Permit Process. Revision submitted. A: separate application has been submitted for the land 12/15/23: Pursuant to Dekalb County Occupancy disturbance permit with permit # 1247088 Regulations this Church Use and any attendant buildings or structures on this property have to be compliant with the Commercial Regulations for construction. Therefore, Responded by: Christopher TzegaegbE 4/16/24 11:16 AM this proposed Commercial Structure will require a Land Revision made on latest submitted version V3 Disturbance Permit (LDP) Prior to Issuance of this Building Permit. You will need to contact Ryan Washington in the Land Development Division at mayoncANatcAmape to schedule a Pre- Application Meeting for the Land Disturbance Permit Process. Please see the Special Land Use Permit (SLUP) #SLUP-04-026 Conditions of Approval for this use on this property in the Documents Folder of this Project Dox File. 32 2 COMMERCIAL Changemark AO V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Resolved STRUCTURAL MULTIPURPOSE ROOM Revision made on latest submitted version V3 PLANS PLEASE CHANGE THE OCCUPANT LOAD FACTOR BACK Tony Pruitt TO7SF/PERSON NET AS BEFORE FOR THIS ROOM USING 3/21/24 2:36 PM THE MOST RESTRICTIVE PROVISION. SEE OCGA 120.3.3.04 SECTION 7.3.1.2 AND COMPLY WITH 2018 NFPA 101 SECTION 12.3.4.1.2. AND 2018 IBC SECTION 1004.5 ASSEMBLYWITHOUT FIXED SEATS CONCETRATED CHAIR ONLY NOT FIXED) CLICK ON THIS LINK TO ACCESS: htps/frlessosgagow/gac/2033-042 udcidymadi-saninyb-23.0n Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 33 2 COMMERCIAL Changemark AO V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Resolved STRUCTURAL FIRE ALARM Revision made on latest submitted version V3 PLANS PLEASE CHANGE "NO" BACK TO "YES" PER 2018 NFPA Tony Pruitt 101 SECTION 12.3.4.1.1 WITH AN OCCUPANT LOAD OVER 3/21/24 2:40 PM 300. 34 2 COMMERCIAL Changemark AO V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Resolved STRUCTURAL MULTIPURPOSE ROOM Revision made on latest submitted version V3 PLANS PLEASE CHANGE THE OCCUPANT LOAD BACK TO 484 AS Tony Pruitt BEFORE SINCE IN THIS INSTANCE 75.F./PERSON IS THE 3/21/24 3:32 PM MOST RESTRICTIVE FOR THIS USE AS REMARKED IN THE OTHER CHANGE MARK. 35 2 COMMERCIAL Changemark AO V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Resolved STRUCTURAL TOTAL OCCUPANT LOAD Revision made on latest submitted version V3 PLANS PLEASE UPDATE THE TOTAL OCCUPANT LOAD USING THE Tony Pruitt MOST RESTRICTIVE PROVISION. 3/21/24 3:33 PM 36 2 FIRE STRUCTURAL Changemark A2 V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Resolved PLANS DOOR MANEUVERING Revision made on latest submitted version V3 Tony Pruitt PLEASE SHOW DIMENSION HERE TO VERIFY MIN. 18" CLR 3/21/24 4:47 PM PER 2010 ADA SECTION 404.2.4. 37 2 COMMERCIAL Changemark A4 V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Resolved STRUCTURAL ADOPTED CODE YEAR Revision made on latest submitted version V3 PLANS PLEASE UPDATE THE YEAR FROM 2000 TO 2018 AND Tony Pruitt VERIFY COMPLIANCE WITH SECTION 12.3.3. 3/21/24 5:05 PM Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 38 2 COMMERCIAL Changemark A4 V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Resolved STRUCTURAL WALL FINISH Revision made on latest submitted version V3 PLANS PLEASE ADD THIS NOTE TO THE DRAWING: Walls and Tony Pruitt partitions within 2 feet of service sinks, urinals and water 3/21/24 5:12 PM closets shall have a smooth, hard, nonabsorbent surface, toa a height of not less than 4 feet above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. (2018 IBC 1209.2.2) [SEE 2018 IBC SECTION 1209.2.3 FOR SHOWER WALL FINISHES] 39 2 FIRE SITE PLAN Changemark A1 V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Info Only Tony Pruitt APPROVED LDP Revision made on latest submitted version V3 3/22/24 9:36 AM (b) All persons proposing developments, redevelopments or construction shall submit site plans to the director illustrating the means by which conformance with policy provisions may be achieved and illustrating compliance with applicable development standards before issuance of a development or building permit. [DEKALB COUNTY ORDINANCE Sec. 14-35. Plan submission requirement MpAbaymaeomgaaaib,ounycasyo de.of.ordinances? nodeld-CODECO.CHI4LADEARTIENCOSTMANEDERES 14-35PLSURE PLEASE SUBMIT TO THE DEKALB COUNTY P&S AN APPLICATION FOR THE LAND DEVELOPMENT PERMIT. THIS SHEET CAN NOT BE APPROVED WITHOUT AN APPROVED LDP. NOR CAN A BUILDING PERMIT BE ISSUED TO CONSTRUCT THE BUILDING PRIOR TO THE ISSUANCE OF THE LDP. 40 2 COMMERCIAL Changemark A5 V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Info Only STRUCTURAL FLASHING AND WEEP HOLES Revision made on latest submitted version V3 PLANS PLEASE SHOW FLASHING. AND WEEP HOLES AND WEEP Tony Pruitt HOLE: SPACING. SEE 2018 IBC SECTIONS 1404.4. OR 3/22/24 10:28 AM INDICATED WHERE THE RESPONSES HAVE BEEN MADE Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 41 2 COMMERCIAL Changemark A5 V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Info Only STRUCTURAL FLASHING DETAIL Revision made on latest submitted version V3 PLANS PLEASE SHOW FLASHING DETAILS ABOVE WALL Tony Pruitt OPENING FOR BOTH CONDITIONS BRICK AND METAL 3/22/24 10:32 AM PANELS. OR INDICATED WHERE THE RESPONSES HAVE BEEN MADE 42 2 COMMERCIAL Changemark A5 V2.pdf Responded by: Christopher TzegaegbE 4/16/24 11:15 AM Resolved STRUCTURAL CANOPY DETAILS Revision made on latest submitted version V3 PLANS PLEASE SHOW WITH DETAILS HOW THE CANOPIES Tony Pruitt INTERACT WITH THE WALL STRUCTURE. OR INDICATED 3/22/24 10:36 AM WHERE THE RESPONSES HAVE BEEN MADE. 43 2 COMMERCIAL Changemark A6 V2.pdf Responded by: Christopher TzegaegbE 6/25/24 11:00 AM Resolved STRUCTURAL REVIEW COMMENTS Revision submitted PLANS PLEASE RESPONDTO THE REVIEWERS COMMENTS FOR Tony Pruitt THE #1 REVIEW AND BE MORE SPECIFIC THAN 3/22/24 10:48 AM "REVISIONS MADE. HOW WERE THE REVISIONS MADE, Responded by: Christopher TzegaegbE 4/16/24 11:15 AM AND WHERE INDICATED IN THE SET OF CONSTRUCTION Revision made on latest submitted version V3 DOCUMENTS? 44 2 COMMERCIAL Changemark A7 Wall Types and Misc Responded by: Christopher TzegaegbE 6/25/24 11:00 AM Resolved STRUCTURAL REVIEWER'S COMMENTS Details.pdf Revision submitted PLANS PLEASE RESPOND TO THE REVIEWERS COMMENTS FOR Tony Pruitt THE #1 REVIEW AND BE MORE SPECIFIC THAN 3/22/24 10:53 AM "REVISIONS MADE." HOW WERE THE REVISIONS MADE, Responded by: Christopher TzegaegbE 4/16/24 11:15 AM AND WHERE INDICATED IN THE SET OF CONSTRUCTION Revision made on latest submitted version V3 DOCUMENTS? Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 45 2 FATS OILS GREASE Changemark P1V2.pdf Reviewer Response: Yola Lewis 5/3/24 4:23 PM Resolved REVIEW WS Changemark note #01 only 3 comp sink, prep sink and hand sink with one floor drain in the kitchen is Yola Lewis All of these freadh air fixtures must connect to your grease approved here 4/1/24 12:31 PM waste line. Your Kitchen Safe Waste System riser diagram does not show P-7 or P-8 on the grease waste line. Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Revision made on latest submitted version V3 46 2 FATS OILS GREASE Changemark P1 V2.pdf Reviewer Response: Yola Lewis 7/18/24 1:09 PM Resolved REVIEW WS Changemark note #01 model has passed Yola Lewis Sewer capacity request evaluation required application 4/1/24 12:43 PM uploaded to DeKalb Document Folder Approval required for water sewer review approval. Responded by: Christopher TzegaegbE 6/25/24 11:05 AM Revision submitted Reviewer Response: Yola Lewis 5/3/24 3:48 PM you need a sewer capacity evalution request. Htis must be approved before approcl of the water and sewer review fro this development. Responded by: Christopher TzegaegbE 4/16/24 11:16 AM Revision made on latest submitted version V3 Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 47 3 DEVZ ZONING Comment Responded by: Christopher TzegaegbE 7/22/24 8:20 PM Unresolved REVIEW 04/18/24: As stated in previous reviews this Commercial A separate application has been submitted for the land disturbance permit with Kenneth Bailey Use on this property will require a Land Disturbance permit # 1247088 4/18/24 10:30 AM Permit before we can issue a Building Permit on this property. Additionally, this request is a modification to the original approval for the Special Land Use Permit (SLUP) that was approved for the Guyana Association Request Responded by: Christopher TzegaegbE 6/25/241 11:00 AM and would require a Modification to the actual Special Revision submitted. A: separate application has been submitted for the land Land Use Permit. Please see full comments below, disturbance permit with permit # 1247088 including contact information for the Land Development Division that can assist you with the Land Disturbance Permit Process and SLUP Process. 12/15/23: Pursuant to Dekalb County Occupancy Regulations this Church Use and any attendant buildings or structures on this property have to be compliant with the Commercial Regulations for construction. Therefore, this proposed Commercial Structure will require a Land Disturbance Permit (LDP) Prior to Issuance of this Building Permit. You will need to contact Ryan Washington in the Land Development Division at mahryenesaatoumypspe to schedule a Pre-Application Meeting for the Land Disturbance Permit Process. Please see the Special Land Use Permit (SLUP) #SLUP-04-026 Conditions of Approval for this use ont this property int the Documents Folder of this Project Dox File. 48 3 COMMERCIAL Changemark A6 V3.pdf Responded by: Christopher TzegaegbE 6/25/24 11:00 AM Resolved STRUCTURAL RISK CATEGORY Revision submitted PLANS BECAUSE OF THE PROPOSE ASSEMBLY OCCUPANT LOAD Tony Pruitt ISI IN EXCESS OF 300 PERSONS AS INDICATED ON SHEET 4/18/24 5:29 PM A0, PLEASE DESIGN THE PEMB TO RISK CATEGORY III INSTEAD OF II. Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 49 3 FATS OILS GREASE Changemark P1V3.pdf Responded by: Christopher TzegaegbE 6/25/24 11:05 AM Resolved REVIEW WS Changemark note #01 Revision submitted Yola Lewis This deos niot match what you have on) you domestic riser 5/3/24 4:23 PM diagram or on the plumbming plan. you do not show the p7. will p8 be used in the kitchen? 50 3 FATS OILS GREASE Changemark P1 V3.pdf Responded by: Christopher TzegaegbE 6/25/24 11:05 AM Resolved REVIEW WS Changemark note #03 Revision submitted Yola Lewis Grease waste 5/3/24 4:23 PM 51 3 FATS OILS GREASE Changemark P1 V3.pdf Reviewer Response: Yola Lewis 7/18/24 1:10 PM Resolved REVIEW WS Changemark note #01 model has passed Yola Lewis This is a new building. a sewer cap. evaluation is req. 5/3/24 4:24 PM Responded by: Christopher TzegaegbE 6/25/24 11:04 AM Revision submitted 52 3 SITE PLAN Comment Responded by: Christopher TzegaegbE 7/22/24 8:16 PM Unresolved Gary Liao Again, design professional is to complete the checklist in Complete civil site plan submitted as requested 5/8/24 1:58 PM the DEKALB DOCUMENTS folder. Please upload completed checklist and revised plans as necessary. This checklist comment has been made three times, never Responded by: Christopher TzegaegbE 6/25/24 11:04 AM addressed. Please feel free to reach out if you don't Revision submitted. A separate application has been submitted for the land understand our comments or not familiar with our: site disturbance permit with permit # 1247088 plan codes. DO NOT RESUBMIT WITHOUT ADDRESSING COMMENTS. THE PROJECT WILL NOT BE APPROVED. 53 4 SITE PLAN Comment Responded by: Christopher TzegaegbE 7/22/24 8:16 PM Unresolved Ramonal Eversley Please have your design professional submit revised Complete civil site plan submitted as requested 7/7/24 11:30 AM building footprint site plans for review. There are no building footprint site plans uploaded. Please follow the checklist in the Dekalb folder. Plan Review = Review Details Report Generated: 02/26/2025 08:48 AM REF# CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 54 5 DEV: ZONING Comment Unresolved REVIEW 07/25/24: As stated in previous review a Land Disturbance Kenneth Bailey Permit (LDP) is required to be issued before this Building 7/25/24 9:42 AM Permit will be Approved or Issued. Mr. Christopher TzegaegbE does not need to resubmit again for this project until the Land Disturbance Permit is issued first. 55 5 SITE PLAN Comment Unresolved Ramona Eversley LDP must be approved before building permit can be 7/30/24 1:46 PM issued. Workflow: 1247088 Land Development Template 6/27/2024 8:39:07 AM V K of1 > DI 100% Find Next Plan Review - Review Comments Report Project Name: 1247088 Workflow Started: 6/27/2024 8:39:07. AM Report Generated: 02/14/2025 01:15 PM REVIEW COMMENTS REF # CYCLE REVIEWED BY TYPE FILENAME DISCUSSION 1 ROADS_ DRAINAGE Changemark 001- G-001- Cover Sheet.pdf Responded by: Reginald Crayton 1/17/2: REVIEW IS REQ Application number The LDP number has been placedi ini thet fc Gracien Onya Show AP# 1247088 requested by the GIS department. 7/1/248 8:13 AM 2 1 ROADS DRAINAGE Changemark 001- G- 001 Cover Sheet.pdf Responded by: Reginald Crayton 1/17/2: REVIEW IS REQ Stormwater Maintenance Facility Statement regarding ownership and ther re Gracien Onya Elaborate ont thev work descriptiont toi include ownership and responsibility added tot the work description. 7/1/24 10:04 AM forr maintaining the stormwater infrastructure. 3 1 ROADS_ DRAINAGE Changemark 007- C-003-S Site Plan.p pdf Responded by: Reginald Crayton 1/17/2: REVIEWI IS REQ Revise Parcel ID This correct Parcel IDi is now shown on the Gracien Onya Revise Parcel ID# #12 064 03 075 7/1/24 11:22. AM 4 1 ROADS.DRAINAGE Changemark 009- C- -005-Grading Plan.pdf Responded by: Reginald Crayton 1/17/2: REVIEWI IS REQ Street width Thev width of thec drivewayi is shown ont the Gracien Onya Show the width oft the road. 7/2/24 9:43 AM 5 1 ROADS.DRAINAGE Changemark 010-C- 006- Grading Plan.pdf Responded by: Reginald Crayton 1/17/2: REVIEW IS REQ Drainage and maintenance access easements The existing easements are now shown on Gracien Onya Drainage easementa andi maintenance: access easement required on all pipes, Plan. 7/2/24 10:11 AM retention and detention facilities and other: stormwater infrastructure. 6 1 ROADS.DRAINAGE Changemark 009- -C-005-Grading Plan.pdf Responded by: Reginald Crayton 1/17/2: REVIEW IS REQ Drainage andr maintenance ace e easements The existing easements arer now shown on Gracien Onya Drainage and maintenance access easements are required on all pipes, Plan. 7/2/24 11:50 AM retention/detention: facilities, and other stormwa vater infrastructure. 7 1 WATER AND Changemark 008- C- 004- Utility Plan.pdf Responded by: Reginald Crayton 1/17/2: SEWER REVIEW IS Changemark note #01 The existing 16" DI water main is nows shor REQ Show existing 16" DI water main Utility Plan. Scott Dalrymple 7/5/24 11:25 AM 8 1 WATER AND Changemark 008- C- -004- Utility Plan.pdf Responded by: Reginald Crayton 1/17/2: SEWER REVIEW IS Changemark note #02 The existing 8" DI water main S now show REQ Show existing 8" DI water main Utility Plan. Scott Dalrymple 7/5/24 11:25 AM 9 1 WATER. AND Changemark 008- C-004- Utility Plan.pdf Responded by: Reginald Crayton 1/17/2: SEWER REVIEW IS Changemark note #04 AF RPZ BFP is being called out on the Utilit REQ Callo out as RPZE BFP Scott Dalrymple 7/5/24 11:25 AM 10 1 WATER. AND Changemark 008- C- -004- Utility Plan.pdf Responded by: Reginald Crayton 1/17/2: SEWER REVIEW IS Changemark note #05 The existing 8" Water Main was tapped an REQ Connect to existing 8" water; place water meter within ROW; Place BFP on thep property as requested. Scott Dalrymple outside of ROW 7/5/24 11:25 AM 11 1 WATER. AND Comment SEWER REVIEW IS Address all changemark comments shown on drawing. (Comments will only REQ bev viewable after all departments have completed their review) Scott Dalrymple 7/5/24 11:33 AM 12 1 PLANS REVIEW Changemark 001- G-001 Cover Sheet.pdf Responded by: Reginald Crayton 1/17/2: Gary Liao Changemark note #01 The s a leader now pointingt tol he location 7/5/24 11:54 AM Where is the proposed site? proposed site. 13 1 PLANS REVIEW Changemark 001- -G-001- Cover Sheet.pdf Responded by: Reginald Crayton 1/17/2: Gary Liao Changemark note #02 Contact removed. 7/5/24 11:54 AM Take my contact info out please. 14 1 PLANS REVIEW Changemark 001- G-001 Cover Sheet.pdf Responded by: Reginald Crayton 1/17/2: Gary Liao Changemark note #03 Address has been updated with the appro 7/5/24 11:54 AM Update address after loto combination is finalized. Please keepi inr mind the oft thel Lot Combination. LDP won't be approved prior tot thel loto combination is completed. 15 PLANS REVIEW Changemark 006- C- 002- Demo Plan.pdf Responded by: Reginald Crayton- 1/17/2: Gary Liao Changemark note #01 Please seet the Phase Erosion Control Plai 7/5/24: 2:15 PM Show siltf fence on demo area, apply to all. location of the silt fence during demolition 16 1 PLANS REVIEW Changemark LAND DEVELOPMENT SITE PLAN Responded by: Reginald Crayton 1/17/2: Gary Liao Changemark note #01 REVIEW CHECKUST4-5-24pdf Thel Land Development Site Plan Review C 7/5/242 2:22 PM Engineer sign and stamp. been signed and stamped by the Engineer 17 ENVIRONMENTAL Changemark 011-C-007- Ex Storm Sewer Responded by: Reginald Crayton 1/17/2: REVIEW Changemark note #01 Profiles.pdf The 25YR and' 100 Yr HGL arer now: shown Gary Liao Show 25 AND 100) yr HGL, apply to all. 7/5/24: 2:441 PM 18 ENVIRONMENTAL Changemark 806 SWM Report Written Portion.pdf Responded by: Reginald Crayton 1/17/2: REVIEW Changemark note #01 The Stormwater Management Review Che Gary Liao Multiplei items/information: missing. See a??LAND DEVELOPMENT- completed, will be upload ands submitted. 7/5/24: 3:18F PM STORMWATER MGT REVIEW CHECKLISTa20 in Dekalb Documents folder. It's ar requirement for engineert toi filli to out, signa and return this checklist. Make sure alli item/info are provided or N/A. There might bei further review and comments inr next submittal. 19 1 PROJECT FIRE SITE Changemark 008-C-0 004- Utility Plan.pdf Responded by: Reginald Crayton 1/17/2: REVIEW FIRE LINE A fire linei is nows shown on the Utility Plan Tony Pruitt PLEASE SHOW FIRE LINE SIZE AND TYPE FROM THE COUNTY MAINI TOF FIRE and type shown. 7/8/24 10:02 AM RISER ROOM COORDINATE WITH THE. ARCHITECTURAL DRAWINGS FOR LOCATION OFF RISER ROOM. 20 1 PROJECT FIRE SITE Changemark 008- C- -004- Utility Plan.pdf Responded by: Reginald Crayton 1/17/2: REVIEW FDCL LOCATION The FDC and PIV are shown on the on the Tony Pruitt WHEN SHOWING THE FDC. AND PIV, PLEASE VERIFY THEY. ARE LOCATED IN 7/8/24 10:02 AM ACCORDANCE WITH THEF FOLLOW REFERENCED CODES: (1) PIV, FDCA AND HYDRANTS SHOULDI BEI LOCATED. AIl DISTANCE NOT LESS THAN FACING WALL HEIGHT FROMI BUILDINGS. AND PROVIDE THE REQUIRED PROTECTIONI FROM MECHANICAL DAMAGE. (NFPA 24: 2019 SECTIONS 6.2.9, 5.9, AND: 7.2.3 OR 7.2.4) (2) THE FIRE DEPARTMENT CONNECTIONS (FDCS) SHALL BEI LOCATED NOT MORE THAN 100 FTI FROM THE NEARESTE FIRE HYDRANT CONNECTED TO AN APPROVED' WATER: SUPPLY UNLESS APPROVED BY THE. AHJ. (2018 IFC SECTION 507.5.1.1; 2019 NFPA 14 SECTIONS 9.9.5.4 AND: 9.9.5.4.1) 21 1 PROJECT FIRE SITE Changemark 008-C-004- Utility Plan.pdf Responded by: Reginald Crayton 1/17/2: REVIEW FIREI NOTES Ther requested notes have been place on Tony Pruitt PLEASE ADD' THE FOLLOWINGI NOTES TO THIS SHEET ORI REFEERENCE Plan. 7/8/24 10:02 AM ELSEWHERE IN THIS SET OF DOCUMENTS: FIRE NOTES (1) THE WATER SUPPLY FORT THE PROPOSEDI DEVELOPMENT SHALL BE TESTEDI IN A MANNER THAT WILL VER RIFY THAT ITI IS CAPABLE OF PROVIDING THE REQUIRED FIRE FLOW. THE DEKALB COUNTY CODE OFFICIAL SHALLE BE NOTIFIED PRIOR' TO1 THE WATER SUPPLY TEST. WATER SUPPLY TESTS SHALL BE WITNESSED! BY1 THE DEKALB COUNTY CODE OFFICIAL OR. APPROVED DOCUMENTATION OF THE TEST SHALL BE PROVIDED TOT THE DEKALB COUNTY CODE OFFICIALI PRIOR" TO FINAL APPROVAL OF THE WATER SUPPLY SYSTEM. [2019 NFPA 24 SECTION 5.1.2 AND 20181 IFC 507.4] (2)" THE FIRE- FLOW CALCULATION. AREA SHALL BE THE TOTAL FLOOR. AREA OF ALL FLOOR LEVELS WITHIN THE EXTERIOR WALLS, AND UNDER THE HORIZONTAL PROJECTIONS OF THE ROOF OF AE BUILDING, EXCEPT AS MODIFIED IN SECTION B104.3. 2018 IFC: SECTIONS B104. 12 [SEE ALSO SECTION B105] (3) FIRE- -FLOW REQUIREMENTS FORI BUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES SHALL BE DETERMINED BYA AN APPROVED METHOD. [IFC 507.3] 22 1 GIS DEPT REVIEW Changemark 001- G- 001- Cover Sheet.pdf Responded by: Reginald Crayton 1/17/2: IS REQUIRED Changemark note #01 Ther number has been changed tot the reqi Scott Clarke At top of Cover Sheet, type AP numberi in thisf format LDP AP# 1247088 7/12/24 11:29. AM 23 1 SANITATION Comment Responded by: Reginald Crayton 1/17/2: REVIEW IS DeKalb County Sanitation Commercial Services Requirements There needs to A detail sheet has been added to set rega REQUIRED bea a detailed plan sheet showing the dumpster pad and enclosurei included Dumpster pad and enclosure, see Constru Roger) Young int thel land disturbance drawings. The pada and enclosure must meet the Sheet C-017 for details. 7/16/24 6:08 PM requirements listed below: The dumpster location needs tol have a minimum of5 50ft straight dlearance approaching the pado or enclosure. SANITATION DUMPSTER REQUIREMENTS The engineer should supply PDF drawings that includes: a site drawing showing the pad ore enclosure location; the pad detail; the enclosure detail; theb bollard detail; and cross sections of the pad and approach pad. Listed below are the minimum details fort thep pad, approach, ande enclosures: Note: There should be no overhead obstructions (electrical, communication: or security camera lines, structures, roofs, etc.) over thec dumpster enclosures, dumpster pad or approach pad. There should be! 50f feet of clear area ini front of the enclosure soi thec collectiont trucks can lineu up with dumpster inside thee enclosure or on a pad (our trucks are nearly 40f feet long with thet forks extended to pick upi the dumpster). Dumpster Pad Only: 1: Minimum size 8f ft 8f ft. 2: Constructed of concrete with minimum thickness of6 6 inches and a minimum compressive of strength of 3,500 psi 3: Concrete pad tol be reinforced with #5 rebar spaced 12 inches on center both directions 4: Concrete pad tol bec constructed on a minimum of 4 inches of compacted stone (GAB) 5: Two 6i inches diameter concrete filled steel bollards; minimum 3f feet talle 6: Bollards tol be spaced 41 feet apart and centered at back of pad 7: Bollards to be embeddedi ina an 18- inch diameter concrete footer toar minimum depth of3f feet. Single Dumpster Enclosures: 1: Enclosure must have minimumi inside dimensions of 12 feet width by9 feet depth 2: The opening must have a minimum width of 121 feet with no obstructions (nol hinged doors, bollards, etc. within this 12- foot width) 3: Doors must have a system tol hold them open while dumpster is serviced 4: Floor of enclosuret tol bec constructed of concrete witha a minimumt thickness of6ir inches and a compressive strength of 3,500 psi 5: Concrete floor to be reinforced with #5r rebar spaced 12 inches on center in both directions 6: Concretef floor tol be constructed on a minimum of 41 in. of compacted stone (GAB) 7: Two 6in. diameter concrete filled steel bollards; minimum 3f feet tall 8: Twob bollards tol be spaced4f ft. apart and centeredi ini front oft the back wall of thee enclosure 9: Bollards to be embedded in a minimum 18-inch diameter concrete footer toa minimum depth of 3 feet Two Dumpster Enclosures: 1: Enclosures fort two dumpsters utilizing only a single entrance gater must havea a minimum width of 20f feet with unobstructed clearance (no hinged doors, bollards, etc. within this 20- foot width) 2: Thee end of the gate that swings open should have wheels supporting thee end 3: There should be no center support or bollard sot that there s a minimume entrance width of 20f feet when the gates are open. (Nol hinged doors, bollards, etc. within this 20-foot space)4 4: Enclosures for two dumpsters utilizing two: set of entrances gates must have ar minimum gate of widths 12 feet fore each dumpster 5:All gates willl have as system to hold them open while the dumpster is being serviced 6: Twol bollards tol be spaced 4f ft. apart, centered behind each dumpster, andi ini front oft the back wall oft the enclosure 7: Concrete floor shall have a minimum thickness of 61 inches constructed of 3,500 psi concrete constructed on minimum of 4? of compacted stone GAB) and reinforced with #5r rebar spaced 127 on center in both directions Concrete Approach Pad: 1: Constructed of concrete with a minimum thickness of6 inches and a minimum compressive ofs strength of 3,500 psi 2: Concrete approach pad to ber reinforced with #5 rebar spaced 12 inches on center in both directions 3: Concrete approach pad to be constructed ona a minimum of4i in. of compacted stone (GAB) 4: Approach width shall bei the same as thev width oft the enclosure ROLL OFF COMPACTOR PAD AND ENCLOSURE REQUIREMENTS) Thee engineer shoulds supply PDF drawings that includes: a site drawing showing the pad location; the pad detail, the enclosure detail (if there is an enclosure), theb bollard detail, electrical disconnect location, and cross sections oft the pada and approach pad (if there is an approach pad). Listed below aret the minimum details fort thep pad, approach and enclosures: Note: There should be no overhead obstructions (electrical, communication or security camera lines, structures, roofs, etc.) over the dumpster enclosures, dumpster pad or approach pad. There should be 55 feet of clearance directly ini front of thee enclosure opening so the roll-d off trucks can line upi with roll- off container inside the enclosure or on a pad (our trucks are 37.5 feet long) to: servicei it. Ifc compactor is inside ofal building the access door shalll have a minimum height of 101 feet. Roll-off Pad Only: 1: Minimum size 12 feet wide 26 feet long (27.5f feet for 34 cubic yardr roll-off compactor) 2: Constructed of concrete witha a minimum thickness of 6i inches anda ar minimum compressive of strength of 3,500 psi 3: Concrete padi to be reinforced with #5 rebar spaced 12 inches on center both directions 4: Concrete pad to bec constructed on a minimum of4i inches of compacted stone (GAB) 5: Two 61 inches diameter concrete filled steel bollards, minimum 31 feet tall 6: Bollards tol be spaced 41 feet apart and centered at back end of pada and ar minimum of 30i inches from thee end oft the pad 7: Bollards tol be embedded in a concretet footer with minimum diameter of 18 inches and toar minimum depth of 31 feet below padf finish grade 8: An area with a minimum dimension of 60i inches by 241 inches shall bec constructed be made availabler next tot the padt tol holdi the Hydraulic Power Unit fori thec compactor ifiti is not built into the compactor (Hydraulic Power Unit should be protected by bollards) 9: Ane electrical disconnect supplying a3 phase, 60 cycle, 208-230/460v power source shall bei installed nextt to the pad for the Hydraulic Power Unit Enclosures for Two Roll -off Compactors: 1:7 Tol have minimumi inside dimensions of 121 feet width by 261 feet length (28 feet for 340 cubic yard roll- off compactor) 2: The opening must have a minimum width of 121 feet with unobstructed clearance (nol hinged doors, bollards, etc. within the 121 feet width) 3: Doors must have system to hold them open while containeri is serviced 4: Floor of enclosure to be constructed of concrete with ai minimumi thickness of 6i inches anda a compressive strength of3 3,500 psi 5: Concrete floor to be reinforced with #5 rebar spaced 12 inches on centeri inl both directions 6: Concrete floor to be constructed ona a minimum of4in. of compacted stone (GAB) 7:1 Two 6i in. diameter concrete filled steel bollards, minimum. 31 feet tall8 8: Two bollards tol be spaced 4ft. apart and centered andi inf front oft the back wall and a minimum of2f feet from the back wall oft the enclosure 9: Bollards to bee embeddedi in a concrete footer with a minimum diameter of 18 inches andt toa a minimum depth of3f feet below finish pad grade 10: An electrical disconnect supplying a3p phase, 600 cycle, 208- 230/460v power source shall beii installed near enough to supply power fort thel Hydraulic Power Unit (the Hydraulic power units shall bep protected by bollards) Concrete Approach Pad: 1: Constructed of concrete with a minimumi thickness of6i inches anda a minimum compressive of strength of 3,500p psi 2: Concrete approach padt to be reinforced with #5 rebar spaced 12i inches on center in both directions 3: Concrete approach pad tol bec constructed on a minimum of 4i in. of compacted stone (GAB)4 4: Approach pad will have al minimum width of 12 feet Ify you have questions, please see contact below. For questions contact the person below. Contact: Roger Young Superintendent DeKalb County Sanitation 404- 391-1079 (cell) oungediaboumpgagor 24 1 DEV: ZONING Changemark 005-C-001- Overall Site Plan. pdf Responded by: Reginald Crayton 1/17/2: REVIEW Changemark note #01 Zoning Review per Chapter 27 The comments have been reviewed andi in Robert Satterwhite 8-14- -241 Pursuant to reviewing the proposed site work coupled with the on the Oversite plani for thep project. 8/14/24 12:56 PM pending! lot combination: application under #1246976 at 806 and 828 South Stone Mountain Road, thez Zoning Review ist failed pert the Zoning Ordinance (Chapter 27) with comments below on The! Dautrieve Family & Education Center under LDP #1247088 at 806 and 828 South Stone Mountain Road in theF R-1 100 (SLUP-04026): Zoning District. 1) Section 4.2.42 utilized fort the place of worshipo development (Places of worship, convents; monasteries; temporary religious meetings) includes the associates building as well per thec citation below. The following subsections shall apply to places of worship, convents and monasteries andi their related uses, buildings and structures located inar residential district A. Any building ors structure establishedi inc connection with places of worship, monasteries or convents shall be located atl least fifty (50) feet from any residentiallyz zoned property. Where thea adjoining propertyi is zoned for nonresidential use, thes setback for any building or structure shall ber nol less than twenty (20) feet for a side- yarda and no lesst thant thirty (30) feetf for rear yard. B. The required setback from anys street right-of-ways shall be thet front- yard setback fori the applicable residential district. C. The parking areas and driveways fora any such uses shall be located at least twenty (20) feetf from any property line, with a visual screen, provided by: a six- -foot- -high fence or sufficient vegetation established within thata area. D. Places ofv worship, convents and monasteries shall be located ona minimum lota area of three (3) acres and shall have frontage ofa at least one hundred (100) feet along a public street. E. Places ofv worship, convents and monasteries shall be located only ona a thoroughfare or arterial. F. Any uses, buildings or structures operatedb bya place ofv worship that are not specifically included within thec definition of place of worship must fully complys with the applicable zoning district regulations, including, but notl limitedt to, any requirement for a: special land usep permit. (Ord. No. 15-06, 8-25-2015): 2) South Stone Mountain Lithonia Road is designated as major arterial road in our jurisdiction, andi iti ist the side corner per Section! 5.1.4 while Shadow Rock Drive S the true fronty yard per thep pending loto combination; therefore the setbacks are as follows: front yard 351 feet, side comer yard at 50f feet per the road designation as a major arterial; side: yard at 201 feet per 4.2.42, and the rear yard at 40 feet per Section 2.2.1 (Table 2.2). htps/lbranymunicode.com/ga/delab, county/codes/code. of ordinances? A-COCOARATONUN 2.2. DVISION.2REZODIDRE $2.2.1DIRE Sec. 5.1.4. Lots, corner. A. Front yard buildings setback. On comner lots, thel lotf frontage with thes shortest distance toap public right- of way shall be designated as thei front yard, and development shall comply with fronty yard building setback requirements of thez zoning district iny which the loti is located. B. Side corner yard. Once the front ofa a corner loti is determined pursuant to subsection A., ther remaining side adjacent to a: street is the: side corner yard. 3) Streetscape elements and dimensions per Section! 5.4.3 must be met includingi information from Table 5.1 pert thep proposed loto combination of 806 and 828 South Stone Mountain Road andt the proposed newb building at 6,300 square feet. Street Type Total Width Landscape Strip Sidewalk Suppl Zone Light Pole Spacing Street Tree Spacing (typical) Local Res'l 11 6' 5' NONE 100' 30' tp/AbaymunipoecompNGABSAyaNdeycodotordmanes, oded-CODKCO.CN2TZOARESDEBUFOSIZA 5.4._DIVISION 4STLARE_ $5.43STELDI 4) Screeningi is required per Section 5.4.6 must ber meti in coordinations witht the requirements of the Public' Works Department Sanitation Division, andt the Section's citationi is below per the Overall Site Plan (C.3). B. Trash andi recycling areas. All dumpsters must be screened from view on all four (4)s sides so as nott to bev visible from adjacent properties and the public street. The screen may incorporate access tot the dumpsterb by usinga a wood fence or other opaque device to serve as a gate. ntpsy/Albraymunicodes MCSYIANCSS of.ordinances? moded-COACO,CN2TZOARESDEBUFOSIZA 4DMSONLSTARESSASC 5) Open space standards fort the R-100 Zoning District are 20%, andt thep proposed lot coverage pert thes site plani is 18.20% when the lots (806 and 828 South Stone Mountain Road) are combinedi fort this new development. AI breakdowni for the development for impervious, pervious, opens space andd other details are missing ont the coversheet and: site plan sheets per Article 20 oft the Zoning Ordinance (Chapter 27) and Section 27-5.5 DIVISION 5. OPEN SPACE STANDARDS a?? htps/Aboraymunicode. com/ga/dekalb county/codes/code. of.ordinances? d8d-CDicO.0NRZOARIESDEBUPOSI2ASS DIVISION 50PSPST 6) Ap professional outdoor lighting plans shall be requiredf for allr non-s single- family residential developments oft three (3) acres or more andf for community recreation that proposes to use outdoor lighting per Section Sec. 5.6.1.- Outdoor lighting. Mtpa/Abarymmnicodecomguaauyaiwes. oded-CODECO.CN2TZOARESDEBUPOSIZA 56DMISONLGSUSIMSSG 1OULI 7)F Pursuant toi information provided on the overalls sitep plan (Sheet C.1), thep parking requirements per Section 6.1.4 are notr metf fort the new church builti in 2008 (10-7-08 CO. issued under AP #722355) at 82s spaces for the largesta assembly area at 3,300 SF, sincet the proposed newi family and education center at 6,300 SF should provide a minimum of 21 spaces at one (1)s space per: 300 square, andt this would yield at total of 103: spaces, and 83s spaces are provided.. Although the plan calls outs shared parkingr reductioni table with peak hours on the weekend between! 5p.m. and1 1am. only, services during the weekdays may require the full 103 spaces. Therefore, a variance tot the Zoning Board of Appeals would be required fort ther reduction. wysw county/codes/code, of_ ordinances? modeld-COOECO.GKIZOA ART6PAS $6.1 1.40REPARA 8) The site plan shows five( (5) ADAP parking spaces are provided adjacent to the place of work per the Americans with Disabilities Act (ADA), since the requirement per federal standardsi is 45 spaces forp parking areas totaling 761 to 100 spaces per Section 6.1.7, andi five (5): spaces are required for lots with 101 to 150 spaces. Moreover, one (1) space should possibly be relocated fort ther new development upon addressing thet total 103 spaces stated in #7. tp/Abaymumicndezomgusisswyodaecodeofordinanes, dd-COKCOCRTZOARTEPASAIINUMPASRE 25 2 PROJECT FIRELINE Changemark 008- C- 004- Utility Plan.pdf REVIEW WATER MAIN Tony Pruitt IST THIS EXISTING 16" DUCTILE IRON NOT AF PIPE? PLEASE VERIFY THE 1/21/25 3:53 PM WORDINGI IS CORRECT. 26 2 PROJECT FIRELINE Changemark 008- C-004- Utility Plan.pdf REVIEW FDC & PIV Tony Pruitt PLEASE! SHOW ONT THE UTILITY: SITE PLAN THAT THE FDC. AND PIV. ARE. AT 1/21/25 3:57 PM LEAST 26. FROM' THE BUILDING OR ADD' THE FOLLOWINGI NOTES TOT THIS SHEET. (1) PIV, FDC ANDI HYDRANTS: SHOULDI BE LOCATED Al DISTANCE NOT LESS THANI FACING WALL HEIGHT FROM BUILDINGS.. AND PROVIDE THE REQUIRED PROTECTION FROMI MECHANICAL DAMAGE. (NFPA 24: 2019 SECTIONS6 6.2.9, 5.9, AND: 7.2.3 OR: 7.2.4) (2) THE FIRE DEPARTMENT CONNECTIONS (FDCS) SHALL BE LOCATED NOT MORE THAN 1001 FT FROM THEI NEARESTI FIRE HYDRANT CONNECTED TO ANA APPROVEDI WATER SUPPLY UNLESS APPROVEDE BY THE. AHJ. (20181 IFC SECTION 507.5.1.1;2019 NFPA 14 SECTIONS 9.9.5.4. AND: 9.9.5.4.1) 27 2 PROJECT FIRELINE Changemark 008- -C-004- Utility Plan.pdf REVIEW FDCI LOCATION Tony Pruitt PLEASE VERIFY THE FDC ISL LOCATED WITHIN 100-FEET OF THE EXISTING 1/21/25 4:06 PM FIRE HYDRANT SEET THE FIRE NOTES. 28 2 WATER AND Changemark 008-C-004- Utility Plan.pdf SEWER REVIEW IS Changemark note #01 REQ 8" tapy valve ands sleeve Scott Dalrymple 1/22/25 12:05 PM 29 2 WATER AND Changemark 008-C- 004- Utility Plan.pdf SEWER REVIEW IS Changemark note #02 REQ 8 DCDAI backflow preventer. (Nor meter required) Scott Dalrymple 1/22/25 12:05 PM 30 2 WATER AND Changemark 008- C- 004- Utility Plan.pdf SEWER REVIEW IS Changemark note #03 REQ Place BFP outside of ROW Scott Dalrymple 1/22/25 12:05 PM 31 2 WATER. AND Changemark 008- C 004- Utility Plan.pdf SEWER REVIEW IS Changemark note #04 REQ Place outside of gutter. Show grease waste line conr n ection toi the building Scott Dalrymple 1/22/25 12:05 PM 32 2 WATER AND Changemark 008-C- -004-Utility Plan.pdf SEWER REVIEW IS Changemark note #05 REQ Thisi is not thec correct Key Note. Scott Dalrymple 1/22/25 12:15 PM 33 2 WATER. AND Changemark 021d-C-018- CONSTRUCTION SEWER REVIEW IS Changemark note #01 DETAILS.pdf REQ Include details for the fire line Scott Dalrymple 1/22/25 12:42 PM 34 2 WATER AND Changemark Q2I8.COTBCONSTRUCTON SEWER REVIEW IS Changemark note #02 DETAILS.pdf REQ Use DWM grease trapo detail. Scott Dalrymple 1/22/25 12:42 PM 35 2 PLANS REVIEW Comment Maxtin Fordham Allo comments made by Gary Liao has been addressed on cycle 2 by the 1/24/25 8:54. AM applicant. 36 2 ENVIRONMENTAL Comment REVIEW Allo comments made by Gary Liaol has been addressed on cycle 21 by the Maxtin Fordham applicant. They provideda a new hydro report for thes storm water 1/24/25 8:55 AM management 37 2 SANITATION Comment REVIEWI IS reviewed document 021-C-017 and found the commercial sanitation REQUIRED dumpster specifications met. Then Ireviewed the cover sheet 001-G-001 and TOMMY TRAVIS found the language thati indicated DeKalb Sanitation was responsible for 1/24/25 4:50 PM solid waste disposal. Lastly! reviewed the revised site plan 007-C-003 and found ther required clearance for commercial solid waste removal. 38 2 DEV: ZONING Comment REVIEW Cycle #2: Zoning Review FAILED. Thes subject propertyi iss subject toc conditions Adam Chappell of SLUP- 04026. Per Condition #2, provide tabular breakdown oft thes square 2/14/25 10:22. AM footage of ALL existing structures PLUS thep proposed structure to confirm thatt the maximum square footage of accessorys structures doesn note exceed) thes square footage oft the primarys structure. Lot coverage calculations on Sheet C-003 do not match elsewhere. Provide building plans (floor and elevations) of proposed structure to confirm figures on LDP plans. Upload building plans as a single PDF separately from LDP planst to" "Documents" folder (instead of "Drawings" with LDP, plans). SECTION 2.2.1. - DIMENSIONAL REQUIREMENTS The proposed height oft the accessory) structure exceeds 241 feetii in height. SECTION 5.4.4. SITE ANDF PARKING AREA LANDSCAPING (B): Interior tor non- residential, mixed- use and multi- family developments, three- foot wide plantedI landscape strips shall be required along all interior drives and pedestrian paths. Provide this along new portions of driveways and sidewalks interior toi the development Providea a pedestrian path connecting new building/site to existing sidewalk along Stone Mountain Lithonia Road (preferably to existing curb cut). (D)(3): Ac continuous hedge, berm, or short wall with landscapingt thereon, not to exceedt three (3) feeti in height shall be required betweens surface parking anda ana adjacent public street right- of -way. Thisi is notp provided witht the southern parking area expansion. (D)(4- 5): Fort the new parking areas, provide at least one (1) landscape islandp per 10 parking spaces at least 250 square feeti in: size, and one (1) over-story tree per eight (8) parking spaces. Each newi island: shall have at tree. Draw a forty (40)-f foot- radius cirdle around each new tree to confirm thate each new parking space S no further than 40 feeti from at tree. (D)(8): Landscape island trees shall be at least ten (10) feet in heighta atp plantinga ands shall ber no closer than 30 inches from any barrier curb. SECTION 5.6.1.- OUTDOOR LIGHTING The minimum footcandle requirementi is notr meti int the southern parkinga area expansion. SECTION 6.1.3. PARKING REGULATIONS Off-s -street parkingi is notp permitted within thef front yard setback (see along Stone Mountain Lithonia Road). Show drive-aislev widths fore expansion ofs southern parking area as well as parking area directly south of proposed building (as this area s being disturbed). For questions or concerns regarding these comments, please contact Adam Chappel/Howard. Johnson ata wp-tsapwwd Mphongaaakcmogagos 2024124234PLATE BOOK 320P PG542 iled 12/3/2024 9:14:00 AM $30.00 0232444155 ofs Co ourt - - Kalb County, Georgia LOT COMBINATION GENERALNOTES: CHRISTIAN ALB CREATION DEKA COUNTY ITEMNO. OWNER: NEW FELLOWSHIP, INC RS 806 SOUTHS STONE RD BOARI MOUNTAIN LITHONIA FOR STONE MOUNTAIN, 30087 AGE ES GA HEARINGTYPE ZONING ENDAI MINUT ACTIONT TYPE PHONE: (404) 552- 0964 PUBLIC HEARING MEETING DATE: January2 2005 ORDINANCE 806 & 828 SOUTH STONE MOUNTAIN LITHONIA RD CONTACT: CHRIS TZEGAEGBE SUBIECT: SpecialLandUse ePermit Creatic tion Christian Ministries PHONE: 404- -522-0964 COMMISSION DISTRICTS: 4&7 EMAIL: STARCONIOYAHO.COM DEPARTMENT Plming PUBLICHEARING: V YESDN NO 064 STONE ENGINEER: SOUTH ENGINEERING RESOURCES, LLC PARCEL 16 03 074 - 806 SOUTH MOUNATIN LITHONIA RD PRAIRIE DRIVE No 3470 ATTACHMENT: YESON INFORMATION Shari StricklandlohnA Bell GA 30039 CONTACT SNELLVILLE, STONE MOUNTATAIN, GA 30088 CONTACT: REGINALD CRAYTON, PE PHONE NUMBER: (404)371-2155 PHONE: 404-4 -428-3445 LC 1026048 122304for prapablici chearing PARCEL 16 064 03 075 - 828 SOUTH STONE MOUNTAIN LITHONIA RD EMAIL: RCRATONASERGALICCOM SUBPOSE SURVEYOR: STONE SURVEYING ASPafUieR Permitr orth LITHONIA, GA 30058 IRON 96 ERNEST BILESDR JACKSON, GA 30233 sies CONTACT: JOHN PATRICK HARRIS PHONE: 770-957-4614 SUBECTFROPERTY: COMBINATION - -AP #1246976 06403-074,075, 215 RECOMMENDATIONS ANNINGI DEPART TM NT: AFFROVALE Basedc lonthe orma appe E and obe oved, bjec 4 mdiions opehigh fence - ds fiuture 0,000r Cume! fet. astead ofafence, E area Drai - bject PLAVSINECOMVISIOS COMMINTIYCOINCIE EXISTING TAX PARCEL TABLE PARCEL NUMBER ADDRESS EXISTINGAREAS 03074 806SOUTHS STONE MOUNTAINL LITHONIA RD ACRES/210,869 SF Page2 16.0640 STONEN MOUNTAIN, GA 30088 4.841 FORUSEBYCOM 16064 03075 828SOUTHSTONE MOUNTAINL LITHONIA RD MISIONOPACECLERKO KCONLY LITHONIA, GA 30058 4.692A ACRES/204, 4,367 SF ACTION.IIS okes, reation and hris s -0-1 F MICINITY_MAP PROPOSED TAXI PARCEL TABLE PARCEL NUMBER ADDRESS PROPOSEDA AREAS ADOPTED: JAN 25 2005 CERTI IED JAN 25 200 16064 03075 828SOUTHST STONEN MOUNTAINL LITHONIA RD (DATE) ZONING : R100 MEDIUM LOT LITHONIA, GA 30058 9.533A ACRES/415,236 SF K ARLD (RESIDENTIAL DISTRICT) R2 REFERENCEAP LIST: DEKALE COUN TY BOA ARDOF COMMISSIONERS - COMMISSIONERS COUNTY BOARD SPECIAL LAND USE PERMIT: SLUP-04026, APPROVAL DATE: 2/2/05 BEECGEFEBEREONOKORT APPROVED FEB 02 2005 VETOED: LDP-AP # 1247088 E EXECUTIVEOFFICER BCOUNTY MARCH 9, 2024 EXIST ON Lar ESS MSEAE EpO NOT TATTACHED: RM. NOTE EA RATE MAP 686 tam Dive, Stone tain, GA. 30087,s spokei ppo CERACEATENN ED-n SHEET INDEX Noomespokeinop oppaitionoftiea application. G-001 COVER SHEET IS E : ZONE FOR OF1 - RETRACEMENT & TOPOLOGICAL SURVEY (BY OTHERS) (AREAS-OF MNIMAL FLOO HAZARD) AGAINST ABSTAIN ABSENT E G-003 SITE PLAN ELAINEB 2 RECEIVING WATERS E CROOKED CREEK OF 5 LE LOCAL ISSUING AUTHORITY DEKALB COUNTY GA E 7 - STOKES DEKALB COUNTY DEPARTMENT OF SCOPE OF WORK PLANNING AND SUSTAINABILITY 178 SAMS STREET THE PURPOSE OF THE COMBINATION IS TO COMBINE TO STATEP PLAN COORDINATE SYSTEM: DATUM- DECATUR, GA 30030 EXISTING PARCELS (16 064 03 074 & 16 064 ONE GRIDZONE- WEST ONADEAY 03075) INTO REV: DESCRIPTION: DATE: REVA DESCRIPTION: DATE: 1 REVSEDPERDEKABCOUNTYA YCOMMENTS 10/12/24 EORGI NTS DATE: 04/3/2024 811 /13/2 FESSY COVER SHEET SHEET NO. LOT COMBINATIONI FOR Ced det OW 806 & 828 SOUTHS STONE MOUNTAINI LITHONIA RD OUTHEN "Carasy eyoudig. G-001 0241242341 PLA AT BOOK 320 5 GRID NORTH THIS WEST SURVEY 3 BLOCK CR FOGAERK OF $ 3 l 1 % a DE a 5 DE LOCATION MAP 5 E E 5 E I de LEGEND SYMBOL LEGEND & 995 AIR BUIL FB NK -BUEDNE NTER BRICK PAVERS IPF E -IRONPIN NPLACED IPFCON NCRE POIN SIU WARD NN VERHEAD WIRE 08°2 7955 ERRI PLE GHT POL MANI ENGE 28" MED.SE LEETRACN METER O'B & PF VSHIF AIR TION /2" RB 263.51 03S 2501 IPF 5 4.841ACRES FENCE 210,869 SQFT THE 60640 - & & 8 - a9 EIAS E EACE 1010 8 C. SEWIK FE9TS 4.692 ACRES - ESTS WPI SOAAK 204,367 SQFT EOPS EGRR PG E MED THE NORTHA ERICA PAYNC a - IPRARE OTHATDAFMATONES PAVNG S OTHERMISE VAC CROND FATUBSLICANGLN 187.8 650 DA SURVEY BENEFT E SHOIN ERE CORD s NOTBE E LOOD D25 PC : S THEMT COSN ER OANE . SOEVAU EBie SOUTH ETCD s 9051 STONE "E18 85.75 PDAT A GS MOUNTAIN TO WEDP LITHONIA ROAD w R/M VARIES POB RES90S2 ELTES BDN SE Pn 9 ho POC JOH LPATRICK HARRIS, P.LS. #2311 POINTAT ECU ATEL GRORG 9 TO 05/14/2024 DATE 7 m @ URVE NALPIATDATE 3/5/2024 ASMW JOBNUMBER 806 SOUTH SINE MOUNTAIN UTHONA RD T BS AD SHEET VAIDAMT WAS DOK SA PAGE 6860F EICEN CEORCK RECOROS GNALFELDDATE: 2292024 CHECKEDEY PH FEDBCOFEIDSKEICH DWGMANE-20528T 24X36 SIONE MOUNTAN, GEORGIA 30088 REPRODVEDS Bcey MEEYC ACOEL ERANDARENVE RDYER CAPLEDCEZIINA B 024124234PL AT BOC OK 320 PG 544 pra erk Court DeKalbCounty, Georgia SITE ADDRESS: STONE AC 40437 ERSNUTIES GA DekabCounty DEPARTME IEN OF PANHINCÉSUSTAIMABILITI PARCEL NUMBER: 16064.03075 PARCEL AREAS: 9.533 ACRES (415,236SF) 68 CERTIFICA CATEOF CONI ORMITY CURRENT ZONING R-100/RESIDENTIAL ME JM OT ISTRIC DISTRICT: 16TH 3 Reginald Crayton the engineer surveyorforthe LANDLOT 064 YOBTANEDF FROMUNITEDL OLANDS SURVE VEYING Subdivi New Creation Christian Fell owship. Inc E ORPEVAS GA 3080 EXISTINGPRINCIPLE EUSE: CHURCH N and Lot 064 the. 16 District, hereby certify that 0 EmT AEBTA TRN AREA: ACRE RES - thin subo will lots MMIgre ETANT APBRETE 635.64 EX8 EX 16"DIP TRANSMI EMCTETOANERAES LOT ELICNRLN ENEE SELrT BAKLOTO TCENCES 35% MINIMUMFRONTY YARDSETBACK: 35FEET 13. MINIMUMS SIDE YARD SETE BACK KOMOROENEE BFET SIGNATURE la Crayfor I MINIMU MREAR YARD SETBAC 40FEET ginald MAXBUILDINGHEIGHT: 35FEET : NAMEO (PLEASE PRINT) 3470Prairie Drive ADDRESS 5 Snellville, GA 30039 CITY, STATE,ZIPC CODE 0 PVEDNOTE 5,400SF CHURCHBUILDING. EXISTING3, 3,411 SF BUILDING. EXISTING SITE PARKINGS SPACES,8 87TOTAL. EX8'DIP WATER de EX "DIP TRANSMISS MAIN PARKING RATIO CALCUL LATION: MIN: TAR2 aSr FLOOR SPACEIN SE493E3 Es Ew CES . (3,300s 82.5 ORB3SPACE s E MAX: TWENTY/20)SQUARE: FETOFPLOORSPACENTE B ST 165 SPACES 2 3 : 87SPACES s TOTA PEEREEEET $89:5243"E 198. BACK A ADDRESS TABLE TRACT ASSIGNEDA ADDRESSING d ARo MOUNT TAIN LITHONIA RD POR TRACT1 EoT GA STONEN e OPIE NOTESE PRESENCE OF BURYF PITS ARE NOTL TLOCATEDONT THISPROPERTY. WATER SERVICE WILL BEF PROVIDED DEKALB COUNTY DEPARTMENT OF WATERSHEDN MANAGEMENT ELECTRIC SERVICE TOBEUNDERGROUND. GRAPHIC SCALE ARENOTA APPROVEDF FORA AECSS VETERN VIEE AETASDS BY RPAEE EESE PHAT PECNECT MAEeewww WITHT THEC CORPSOFENGNEERS CFED) REV: DESCRIPTION: DATE: REV: DESCRIPTION: DATE: 1 REABDPREBAECANTCONMEBNS: 10/11/24 SCALE: 1"-60' DATE: 4/3/2024 RGI 81 13/2 ESSEVA SITE PLAN SHEET NO. LOT COMBINATION FOR et below youdig. 806 & 828 SOUTH STONE MOUNTAIN LITHONIAI RD RP Calabe G-003 GENERAL NOTES ARCHITECTURAL SYMBOLS CODE ANALYSIS The Dautrieve Family Recreation & Education Center ERUETAREY AFHECTRCMAECHMCGLA APESCEENES EMFHEDAEMED ELEVADABEPICATOFN NUMBER ROOMTAG THO RITI IES PROJECT CRITERIA 806 S. Stone Mountain Lithonia Road dshop S DEKALB NTY BUILDINGI DEPARTMENT ECEY AB Stone Mountain, Georgia, 30088 F GOVERNNGLOCAL LABORL REGUL SECTIONIN INDICATOR: A REVISIONI NUMBER DEK NT FIRE RSHAL PANKLE VES E LABOR BE E NN) I DRAWNGNU FRMENS VES ATPENROCKS 50060 as RD HEET - MaE @ CODEDNOTE 6300SF Architect: LLC A404E563 - AS - T SAPE LODPLS PERI AMIT Q ENLARGEDPLANDETAL E MILLWORKN NOTE S. Springs RdNE EM TIM@DSHOPCAFE.COM E CETAaA EDUREDEUS CEATEA SARBCEEAEGECCENCTN NN A Georgia, 30306 AIA BLE CODES CRAERS OMAER PE E E OMENGPNS WINDOW SYMBOL COEBE 889. ssiger FAVTET pEmSETATE AESATEATEEAAEE WIGAR SA2CAD (E)t tim@dshopcafe. .com ELEVATIONHEIGHTI INDICATOR: ALIGNI ALIGNELEMENTS SERIS E WORK NATIONAL AL E EUMIEDTOTHATN ADCATEDRTMECOVTRACT E OADOTONAL DESGENG EtN Tentr tractor: ECAPSETONSE INTER VAL ATDCCE SAOERCYENE ETESO LBE - RESPONSIBLER FOBFELDMEBSURIAOEE ENIETIVG TTCEMSYpNS INT 2090 2022 2P23L AND GA AMMENDMENTS (2020) - THISV WORKVE VOCSHADHEDECAFE EAPATPAAT THE GEC ORG - B CODE 2DI8EDITIONWI - AEA 101 INDEX OF DRAWINGS WORKT ION EGIRUFONCS ABBREVIATIONS B BU PEATRPCINEN FIRES SHEET HEET BSUEDATE REVISION BVEGAE VARLATE TONSNPECOAPAANE ESNS 5 AD ABCAQIPCNER BAUSEI REFRIGERATO TOR ION 3 - BUILDING AFF OR E Ews ISED GENERAL BUILDINGLI IMIT TIONS IBCSECTONS 1302.0 AO LPROJECT INFOAMATION 07.0723 062424 - BE EOR RTAGNGA E9 A2 062424 - ALUM NTII OCCUPANCY CLASSIFICATION: YPE A3/N NEW ASSEMBLY FPA 101 E LAPEASS SHALL CHAPTER E A3 AcO T UFAL SANFARVE B. - AVG INT LIMITATIONS: E Ae INTERIOR CAEDVAEV PNEL - ME RESPONSIBLE FORN MAINT AININGI BUILDINGO CORRIDORSC CLEAROF PROJECT SQUARE FOOT TORY IBCTABLESO A5 JRAL BLDG BUEDING JONC JANTDEN SIM PEC NS 9,500SF AS WALLT TVPESS AMSCD MISC. DETAILS 062424 0624.24 - CAF E LERDAPEGENERALS CAADENEGYS BFEQUREPSORHOREN VEGEMECUN COMFANDE LSDELEMGNOF ARPET LAM LAVATO PAINRE ESS STEE CAL CULA ATION: NFPA 101, SECTION7 .3.1 E1 7.23 CENTERL STADAE CBESS MOCILDNP - IONSICI CHANGES SHALL BEL EUNDERTAKENU UNLESS SPECIFICALLY YSOINSTRUCTEDE LNG 5 SWITCH D. EXITSR TRAVEL PI 33 101, 12.2.6 - EXIT REQD SECTION1 E - PVP TESON 101, SECTONT 122.52 COF - - UNO TED IBC TABLE 1004.3.2.1 WITH GMLESMOTE TRAVEL 75FT. - EX WORKI NO ANOLESTSE NG ION TILE E WN - AMTENVTOET PRUEMES ENMST TPECLUDEA FAIN MATERLLS FEREST FRA FORE BUILDINGELEMENTS- TYPE OHR TABLE ORA DETAN LCOVERNG : &o TRUSSES) L S a - EVA WALIS E EAE OGDEE THATH OR PROJECT DESCRIPTION OF HE ELEV PL PLAST AMI WIIc OVERING AAR WITHN TAIETIONO QUAL MENT WD PANVY : woour WALLS SANDP PARTITIONS HR PEPBEEEESANCENS SINGLESTORY FREESTANDN : EXST EXSFNG GGPING VFVOAINGVE VEECTEICEUR FEAMONE CEDIECN QTY QUANT EACECESAS SNSCEERNS FIREEXTING - P6 - ATEDE BIPHENY OR FURN FURNITL MACPASTNSGOTECTON OHR. PROJECTISANEWA ASSEMBLY YOCCUPANCYPER 4S0I CHAPTER1 12ANDA A-3 GCERZNSRS E - PERNFPA1 101, 2018E EDITION, 12.3.5.3, ASPRINALERS SYSTEMIS ISNOT REQUIREDIN THE FOLLOWING: AREA ADENTPDFORE EGAESS PERC PRGUECT TISNGAMLENE USCUPANCAN PAOUECT AESEMELYOCCUPANCES ANY RPASNE EMMIPIUROSE EROONPRIEKENOT ASESORVUSET RBEEEEEERANSS SEVMTECNEY MaNOT FOR HALL ALL - L PTSA COMMUMITO ANDPLECTURE A3OCCUPANCIES LIFE SAFETY PLAN E (1"=20'-0") - ALLM MANUFACTUREDIT TEMS PEOUPVEIN LAPSASEONSTS CEVTA AMEERE FMANASLNS SGATHCENNSA ADAREIBSCNOSEN EMSMEYFPRON E FATTVGENT OCUPANGYEANAESEELA DEN MAPETIPDAL EANSEBARCENEN LACCESSORMTCTHE TYPICAL ADA DIMENSIONS OCCUPANCYP PROJECT, PER LOCATION MAP I E PECUESTEFORSNE SESTTONSS CAPMCES ETSTCENS EOEPESTNSA FOAV CLASSROO Em DIN SEMETRECASSN MNETACATEENRS SUINEAANCA STALAITOS 360SF 24 PER ASSE PEEN VHERE OCCURS) OFFICE ERUSNESS SF TNESS o MEARO 1-12 DIAMETER PECVTEANAORAT EGEEBETODNECNION DEDRAMPGS PETAISISSICANA AVEPANY 125550N MPESON 500SF INISH E SEAR SHALL LBES SUBMIT CRASIE CTENe E FORT THE WORKASSPECFED. TPIBARTSS AmASESES AAEVAMENOPO PORAMIRCEOR RFROM MAXIMUM EDOCUMENTEN OF ebg Souati 7-9, - E - AADOFA a o PHs 3 M TIONS NRITINGT TOTHE ANDI WILER MER E5 0 APAObCT AN SCTONSES EQUAL EO - - SHLES SUBNIT AMESNECESATST VERLONRSE CEGIATPIROSEES SOPOFFITETS SEAT KIVENFEMSAT ANY EINFLICTS PEENRCE THE E WRR E NOTE RESTRPONSARE TYPICAL MOUNTING HEIGHTS - EAPBATCOECIEEN ICUDEDIST SIMGOF ANDE ENESHEDS PSUPEACESVACLNNS AGS SSEMBLY YA3 T CALCULATIONS PCLFAEA NOT ption E THE FBANEACE PACANGN ANIS rSS CALC ARE (PERLSC7.3.1.2) NOTE: ALIGN ALL DEVICI CES ED TOGE THE ESUEFOBPEN KTCHENN LY) RMI HONE MMEI CONDITIONS (AIADOCUMENT A201) APPLIES TOT THIS PROJECTA ANDI APARTOF THIS CONTRA 333SF MMEN - GEMAC B USE LOADI FACTOR) VISUAL ALARM HEEE FLOOR AREA A(SF) OCCUPANTS TOPOF COUNTERI SPL ASH OPSCE OFFICE(IPERI 150SF GROSS) 123SF E MOUAETED COLNTERA HERMOSTAT MINIMUM PLUMBING (PERIF IPC FACILITIES MULTIPU RPOSE (UNC CENTRATED 1PER7NET) 3393SF FDOOR 2320 LEGEND:SCALE: 3/32'-1 O" KITCHEN(I 1PER 100GROSS) 331SF E SWITCH ASNOTED OCCUPANC ICY WATER CLOSETS LAVATORIES PBDRN TAIN OTHER 0 TRAVEL DISTANCE 4D EMERGENCYL LIGHTINGWALL LPACK FITNESS EQU UIPMENT PER50G GROSS) 500 SF D0 DOORL LEVER ssuet Date: 07.07.23 MALE FEMALE MALE FEMALE O FIRE RATEDPARTTION MAX PA E TS PEF ER125 IPER6S PER200 PER200 1PER 1000 SERVICE SINK CLASSROOM (ASSEMBLY 1PER1 15NET) 360SF opc CARDREADER EXITS SIGN GANGER COVER SHEET & RECREATIONCENTER 3/3 4/4 2/2 2/3 1/1 1/1 LOCKERE ROOMS(1 1PER 15) 320SF - FEC RECESSEDI FIREE EXTNGUISHERCAENET GEN. PROJECT REQUIRED PROVIDED FSEEKTIGUSIESS SHALL TOTAL 543 POSSIBLE OOMEASPNSGHAECME MEETLOCAL SE INFO OF E AO PBADERSPIESIRANS STATEVENEDS PESLESST THAN1 15PECENT BROPOSED GRAI LAN UTILIT ITIE ES: SOIL NA AND STOCKPLEDA ASTHE ERSFSEEPO OFLAND VILI TIL ITY NS RE NOT JARANTEED, NOF BEP PREF RESE TED BVS WOOD META ALLE ENSI dshop BS THE INCHES. VIVE DRAINAGE E TION ED - PERCENT WILL FOUNDATI THE - LBEMANTANA STAPC THE CON - FEVEGETATONPETNESE B EFRES DAN RESUL LTING ATPENROCKS - ADBE MIX - TATED WITH THE NATIVE GRASS SEED DOCUMENTED. EE EBOHDANE E / a ATLNAGAS Tu AINI VIMUM SEPARATION BETWEEN WATER AND TB ERPSON FENCEIS) CILBET CONTROLPIANE INSPECT CUNPT EKEY LETOCCLESSI PHESHEO - NA AND BACKFILL LPERGEORGIAS STANDARD EM TIM@DSHOP PCAFE.COM THES STOCKPLEDMATERAL AS - REMUVED ANDRE VEGETATION TANKS SEUTABEE FEMA EDOR FOEREAMANGGNGS NATERI FE ATURESIN THISF PROPOSEDDEVELOPMENT: PLAN. TESTIGMUST TODIEANBCO E EROSIONCONTROL NOTES: - MESPONGARLEV YOF FEPENNES OAL LUT EVENTIONPI PLANISTHE PONTRACTOR FOHAEPROVEDE ESES FEAOSONPETNE METONANDS SEDIMENT TCONTROL FASMCAFCOATRESTENS RESPONSIBLE FOROBTAINING ALL LPERMITS AS SSTN RSIEDS EOENX EESEYCEeaC LDEVICES LBE TONCE EENO 39 INTO PRER 6" ROF RE 2) SAED SHALLE LBEEE AEEDX E SITEENCEDETAIL 0 FROSEDNVCONT NTROL WITH HIN - VEAINE SSCAE AECLUDE GPESESENCENET SITFENCIES PREPRGUECT AREA CONTRACTOR SHALL SEED ANDM HALL DISTUE URBEDA AREAS. 2 SILTFENCE DETAIL 3 UTILITIES NOTES 5) RP o LE D E D E 2 TITI ML E NEAS CONGRETE SLORE SLOPE 21 EDR EOBPELPENEDECED FOOTING SEAMDNGSEAN TITIT - - a 3 5FT SETBACK 4 CANOPY PLAN SCALE: 1/8"-1'-0" 5 CANOPY ROOF PLAN SCALE: 1/8"=1'-0" CARRR 2 50K A RED PAEEIENEE ption 16 SSUE FORPERV MMEI OMMEN SITEN NOTES: - O EXISTINGO CHURCHF FACILITY @ EXISTINGR RELIGIOUSA ACCESSORY STRUCTURES 2320 0 EXISTING ASF HALT TPARKNGLOT ASNOTED @ EGAPEDN PARKING, PERMITU UNDERS SEPARA TE e Level 07.07.23 G NEWF RECREATIONCENTER, APPXE 6300SF. TS G KFTAMNIMUMWIDTH, SITE PLAN, NOTES A &PORTE - - COCHERE A1 SITE PLAN SCALE: 1"-50' -O" 6 CANOPY SECTION SCALE: 1/8"-1'-0" 7 CANOPY SECTION SCALE: 1/8"=1-0" SYMBOL DESCRIPTIONOF WALLTYPES EXISTINGPARTITION MSAESUSUORS G.C dshop - NE PARTITION- NEW OBE ATED OFEC EXHINGLESEESEAEINE FESCAENORNCNE ATPENROCKS 50060 WALLT LIPEL TODECKW/BATTN INSULATION AT4AESA3C WALL TYPE2: KEYED NOTES: EM TIM@DSHOPCAFE.COM 2 NO ATED WALL TODECKW WINDOW A B D H 3 TYPE3: 0 PODIUM WAL RATEDFURRINGW WALL TODECKWIE BATT INSULATION @ NEW NCHOIRI LATFORM 12 3" 6'-41/2" 13' 2518" U 2 CONSTRUCTIONLEGEND SCALE: NTS 8) STORAGE STORAGE 1-06 1-08 YPE SIZE RATING DOOR FRAME COMMENTS HARDWARE SETA € 30x7.0 NR SOUDCORE HOLLOW/METAL 0 3:0x7.0 NR WOODGIASS HOLLOW_METAL HALF FGLASS VISIONLITE E D F 60X80 NR WOODGIASS HO LLOWM METAL CLASSROOM 6-0'x8-0 NR ALUMGIASS HOLLOWN ETAL EXTERIOR CESEU UE2eD 1-05 EC DE 3-0'x8-0 NR HMIGLASS HOLLOWMETAL EXTERIOR, HALFGLASS VISIONLITE FITNESS E SSOACOSER 1-07 HARDWARES 9 UE2o NOTES: E S ALL ARE LOSER B 0= A 1 DOORS GA 2 OFFICE E 1-03 3 DOOR & HARDWARE SCHEDULE SCALE: NTS 4 7B MUL LTI-PURPOSE OFEERLE SEQVER FOYER 2 1-10 AR RS PERPENDICUIARF 1-01 7 E A2 ADAROMEN WHERER REOUIRED AMATERA RCGEER NTS ARE FS ACEDICSS AD E ANDA 20- 2PAN - E SIE T E BE S_GRABBARSSHAL PROVIDED FIXEDS SAL MOFNLE (3 MOF INLE LE E ABCVET OFT O G KITCHEN 24" CENT 120-3 20A: MEN CHA TASENSHED 60452. -12 - E - 1-17 1-14 3 na 6 4 ENLARGED SHOWER PLAN 5 RESTROOM NOTES GENERAL PARTITIONN NOTES: GENERAL REQUIREMENTS: RISER MECH TOGENER RAL ION STANDARDS FOR TYPICAL ALL 1-19 1-20 REFERN SHALL BER EFORA SHOPD DRAWIN ING NGS DOORS SHALL BEC SAME CONSTRL AS E ME ABOVED DEMEVE 2 CONSTRUCTONELEMENTS EHAETA ASTANTE CAUPATDRERS E SA -E E B T ARE TOLE FFQUIBMENESA ADAPUAEIRENE AT SSHALL E TOL DOORWAYS LBEPROVIDEDT TONSURE - E ADET orSS GRES ETAEONDERCTOEREOO RS ACTOR PRIORT TO Date escription DEIAES RE ESUEFOBPERVT OAHLV VERDY PAMETNGV VVESDE MENEW WAESU ADN PHAT MERAGNON RMIT COMMENT MMEN E ARE VALDON THE OR SHALL MATERIAL LAS - ROI ORENES APROVDELIBGEA TAKE OVERF PLAN E Fi E SApToN ANY YOMENSIONAL DISCRE PANCIES ANY - BIYEAY 2320 PEVTCNT TOBE AND DNEA NSIONS SHALL LBET V FOR ASNOTED E ARCVORE STABTO OF RC ssuet Date 07.07.23 JLD OF Ces WORK SVAEN HCD s ORS SHALL BE BROUG GHT TS - ATI VHE - CV ETCARET E GET CGGOROUNOS MNT CONSTRUCTION u REQU HESE ARE INSURE MATLOCAL L ENENS PLAN & NOTES D NORTH CALE: CONSTRUCTION PLAN A2 SCALE: 3/16"=1'-0" 6 CONSTRUCTION NOTES SCALE: NTS SYMBOL DES ESCRIPTION REMARKS TYPE INDICATION CELNGDESCRIPTION EAFPECESEDU LED ACOUSTICAL TILE dshop SEUINGSYSTENN 19W EB EXPREEEDIED LED1 NEV GYPSUM BOARD CEILII ING SYSTEM ATPENROCKS SPBINGSR RD OF3 RECESSED DOWNL IGHT LED9W A.404689.56.9 EM TIM@DSHOP CAFE.COM O PENDA URE 40W LEI EB SEVIGSYSTENNV ACAEETNE B D H OFs SCONCE 15W CELNGSYMBOL CELINGHEIGHT FROM A.F. CTP REC ECESSED COVE LED9W CELINGTYPE F5 LF LF EXITSIGN EDUEEITES SERIESEDGEL -LIT B8 NEL ICIRCUIT NOFEDEDC CRCUTS ERMEORGNA d 2 REFLECTED CEILING PLAN LEGEND SCALE: 1/4"=1-0" DED - CoMcheck Software Version COMche ecl ckWeb A15 O COMMERIC HOOD Interior Lighting Compliance Certificate G0A @ e e (2 CEILINGMOUNTED TECTUM ACOUSTICAL PANELS O" 0151 IECC OFFICE GO 9-0A) ting Offic @ a4 9-0" Lame m Other E ssfente Atmmminshasome CEAtNTIe ECPENN e @ & - CmSDaEtAE Prep Dn Namesider 2772023 3 CEILING NOTES 4 COMCHECK SCALE: NTS L NERAL LCELNGNOTES: AEPPENTS IOGBANPBPESEUNES FCAAETEPLIOREEA COECEMGTMEREL ELEMENTS SINCORI ITS scription ESUEFOBPERVT SURFACEP PENETRATIONS E ASAIBELSVELS ADIRUEFREEOES PEOET EEAENETN NECESSARYP COMMENT MESS EGECATERUMRNDNONU FLIGHTF FIXTURESORDEVICES/ AREN NOT SHOWNDMENSIONAL LYF PRIOR TO RIGIDS SOUND PAITELUATONS BLANKETSWIMEREI AOCAVDGIASONNS ANDIF TENANT SYSTEMSA ARE REQUIRED TOBE TIED OMAECHETMATAET FAE SACATSS SHALLE CHAENES ABEEEEDEAN AABDOTMERE FEEMEUTT 2320 TIO - EO ASNOTED AACENE SYS FHAT EES MPBMMSAEEANA ERAAESEA Date 07.07.23 - RAI SG RET - SOT ISFE E 12 VIDE LRET TALL WAERE URN TS AND E AECHTE - OUESPECUREDA ATFVL HITE CT CEL SONTE TORS HALL RESPEC SHA ALL u MEC AND ELEC CE ANS EBE TOBE ESANT CEILINGILIGHTING ANC BE SPECI FE THRE EMOTE BVEAST REMAINORT TOBERELOCATED. FINAL CIRCUITINGT TOBE PLAN & NOTES - EXI JITS - ERTUREST SCMATONIRE REFLECTED CEILING PLAN A3 SCALE: 1/4"-1'-0" 5 REFLECTED CEILING PLAN GENERAL NOTES: KEY ITEM MANUFACTURER DESCRIPTION CLASSIF COMMENTS PT-1 PAINT SHERWIN WILLIAMS LOR: TBD dshop 3 PT-2 PANT SHERWIN WILLIAMS COLOR: TBD WC-1 COVERING TBD RESTROOMS ATPENROCKS 50060 IGSRD, AT4AESA3C TIM@DSHOP PCAFE.COM 8 SS-1 SOLID TBD RESTROOM VANITY B D H B-1 BTCNE BASE JOHNSONITE TBD TBD 3B2 WOODBASE TBD RF FLOOR TBD A/B LVT VINYL TBD A/B E E CT-2 QUARRY TILE TBD STORAGE STORAGE la CT-1 QUARRY TILE TBD A/B COVE BASE 1-06 -08 E CPT1 CARPET TBD CLASSROOM E DDE 2 FINISH SCHEDULE SCALE: NTS 1-05 E DET O PROVIDE STONE TRANSISTIONSTAIP CPT-1 FITNESS @ PROUDEFULLMEGHTE TERP - 1-07 PANEIS 3) CONCRETES SLAB, NOFNISHFLOORING RFT-1 - - UF OFFICE FINISH NOTES NTS 1-03 3 SCALE: MULT-PURPOSE - 1-10 FINISHP PLAN- GENERAL NOTES: LVT1 ASFOLLOWSUNO) VOT CPT1 ans FNSA AREOVIEFOGHAM EE 2.F EPRSEE BD. CELLI INGW WHEREL ELIGHTS, DOORS, ANDO OR RDE DEVICESH HAVE 1) EE PROVIDEV MAEEECESEECEANS GNGEOECISNS FIOR CAIECOAE Es CT-2 4EBDDES CANS PAEMEGANE WALLSI WHERE WALL A INTERIORF FINISHCL CLASSEFCATONPEAFAE MEN F : E CT2 WAN E9 VRENSO E E.10 E T-1 CT-1 FLAME KITCHEN - MEN 1-12 AME A 1-17 -14 - Dn - - WALEA CFARTONEY PLETOES SERVICE GAKES URINALS AND ACE 12 TOF AI THI DOR ADAF ARESTROOMSIGNAGE PER703.6 - FAL SE SUCH IBC FAT 12092 2018 IBC SECTONET 1209.2 3FOR INI ES] E E5 E.3 E 4 TYP. FINISH NOTES 5 ADA RESTROOM SIGNAGE 2 EQUIPMENT LEGEND: ET 3COMPARIMENT SINK E2 MOPS SINK PARTITIO AS SCHEDI DULED scription [ES PREPSINK ESUEFOBPERVT [EAJ STANLESSPREPT TABLE SCHE EDI DULEDCOVE BASE COMMENT [ES) FRYER E6 OVENRANGE E7 FLAT TOPGRILLE [E8J COMMERCIAL HOOD 12F 2320 E9 HANDWASHSINK FLOORING AS SCHEDULED ASNOTED E10 ICE EMACHINE 07.07.23 El REACHIN NFREEZER TS E.12 AC AINREFRIGERATOR FINISH PLAN & n NOTES ALE: A4 FINISH & EQUIPMENT PLAN SCALE: 3/16"=1'-0" 6 EQUIPMENT LEGEND 6 COVE BASE DTAIL SCALE: 6" =1'-0" 2 dshop BBEENGIN EEF TAL PRE FE EBORDN EM TIM@DSHOP CAFE.COM 0" 6 e AMETCIEROTELNS GKAZNGUNIPN 1 BUILDING ELEVATION- WEST 2 BUILDING ELEVATION EAST SCALE: 3/8"-1-0" A B C E G H 2 TAL RESPROS SEA BA INSUL LATION -35 STANDINGS SEAMM METAL ROOF STUCCOVENEER REVEALS EBEENGNEERE METAL h ALUMS EEE NSU LATION, I AIR& MOISTUREB BARRIER K BCOATP EXTERIORS STUCCO EXTERIOR SHEATING @ Level TAL PANEL d6 E - E 8 3 BUILDING ELEVATION SOUTH 3 1 SCALE: 3/16"=1-0" - WASONG DRIP EDGE OVER H G B A INSULA ATEDGL AZINGUNIT ETEGMEEDUETA STC ONE COPING VRY BRICK VEN EER escription - A ESUEFOBPERVT VAPORBARRIER MIT OMMEN NTS 1 BERFORCEDCONCRETE SLAB ALMIS STOREFAONT WEEPS A BDTASNE THF ARU-WALL - FLASHNG 5 - - 2320 a ASNOTED Date 07.07.23 TS BUILDING e Level ELEVATIONS 4 A5 BUILDING ELEVATION NORTH SCALE: 3/16"=1'-0" 5 WALL SECTION SCALE: 3/4"=1'-0" STRUE UCT NOTES COLD FONCNETE SPREA CED EMPORARY BRACI HAL BE PROVIDED TORESI IST STHVEL LOAON NG COLDF ORMS TIONS SHALL CONF RM APPLI CABLE APTASAL THIC OFCOLD FORMED STEEL CS AND zs dshop SEESN GAGE DELIVERED MEVER DISIML ROF COM ME NCC UDI CONT GR FIDSe CEp AMAFED GAGE ATPENROCKS 50060 IGSRD, AND EUMBERCAICIMA USED E AILNAGAS SCOPEDFW LATERAL RED-OXDE -OADE UNOON UNOONPLANS PLANS TIM@DSHOP PCAFE.COM BOEN BT - E UNTIL CAVANZED MEAS E VE ANY VWHERE MIN. DELVERED - TEICELES ASESTS PCACASENNEN SPECFICATOAS - GEEETSACE FABRICATEN EAAEMPESTMATN ESIGN THICKNESS PNESH MEAUAE ANDORI INDUSTRY STANDAFDS TEX-COIE FNSH APPUED NFLED E-OE PSPRLD NFED ROOFS SYSTEMS, MBCIOREQUAL RE-BED BOF ERBEPAEMEEALIDMONN THEL LOWESTSTEP 0.0468 TB-CE FNGH APPUED NPED RCOFNGENALBEA ASTAVL LPROCEDURESN LOADE STUP THE ENDS ADE MEEne AND E FASTENERS ANCHORS MENETHEMEAEEPOV ANCHORS THAT ARE DEADL a EXPANSIONS 5. ALLCOLDFORMS ISTEEL SHALL LBE50KSIMIN. E DUST DIRVE THE ANCUORI OF HOT ROLLEDSTEL NUT TBF E EPROVIDEDBY (2 PESANOFSTUOTLRA ETEEEVENSA TOBE B AEYGAOBSI PASCEMCEETE ER BABFMIEOREOUAL E MANUFACTURERS EE ALLEASTENERSS ONAA BE SEREEN A ANGE ASTMALS 00 - STEEL DECKING BOLTSD CAACSPAES CLEMRDESANVIS BANDVSVERS EEE EVEASTERS PETGDSAE EEEER AHE STOMSSADEES SSVST USNG ABPEREDNT THEMINIMUMY YIELD DSTRENTHGOF THE STEELL USED SHLLE BE3 33KSS. BOLTEDCONNECTONS AMFEIMEIDNGO DOACECRENN CHESEECS CONFOR RMAN NCE PESHECATNSTC PEE FORS CONST GAAVANZNGS SEMAOERMOATMEBAS STRUCTURAL E ARE FOUNDATION PLAN SCALE: 1/8"=1'-0" VHEV EVALUESLETERT THET TABLES EEOMECTENE E E THAT DBY - GCIONPVNEST TAREF REQURED ALLS LSTEELE EPREBTOMETEN SMAMM LBENOT TPEPIREMEBNTES A B H RES GFASIMAI23 STRUCTURAL LSTEELS SHALL RECEIVE SHOPC COAT PRIMERS. DECK DPE DESGN THICK y Y - Y a 0.0295 SPECIALI INSPECTIONS PRE-E -ENGINEEF STEEL 00474 .0358 0327 .247 PEBECTAELETSS BMECALK MEFECNGSEECTORS RGUANBEAT d6 FRAME SEPATATEC ECOVER ALUM. STORE PESROANT 8 SISZING 3 GAAORE 3 STRUCTURAL NOTES SCALE: NTS ASMRIEA POF DESIGNLOADS A.LIVEL CL COLUM MN FLOOR: OP PSF FOUNDATION PLAN Ew SCALE: 1/8"=1'-0" B.DEADI LOADS: 10PSF STEEL COLI MN AOATEDRCOR EABOHGRAOE ALUM. IND DESIGND DATA & FRECNEES REPEL FRAME SVSIENY ETCERAT goryl EKTENDV Descripion EHpaues - gust): 115MPH E ESUEFORPERU Virds E - ressure Coef cient 0.18 Building PERMITC COMMENTS COMMENTS PEETASS REOIRE EISMIC DESIGN PATAY 2 ateod Categoryll 1.0 2320 ctra Respor 87g ASNOTED Sds- .1999 5-0r sue Date 07.07.23 137g pyc TS otica 000 E NOTES NATE REECFEOCCUTFOE e level espo 029 b TSZET TOX E EAPPROSAL STRUCTURAL DRAWINGS & MISCDETAILS SECTION A6 2 BUILDING SCALE: 3/16"=1-0" 4 STRUCTURAL DESIGN INFO 5 FOUNDATION DETAIL SCALE: 1 1/2"-1'-0" TA dshop STABLISH MELAGRVDETASETURACK - - ATPENROCKS 50060 RD, SCHEDULEDCELNG METAGRVOTASEFUPAC AT4AESA3C REFERVORCPFORT TYPE TIM@DSHOP PCAFE.COM AA MEED OCKING NG REQUIRED EDU ULE ED CEI ILIN ING EENTGISTEETN ROUNPAIEGUADOMEATT RCERUERVAGATIDNG STUDS (25GAUGE)@ RSVETAL fcilit SUI OAF RD ESEAN AASET 5/8" STANDARD YP BOARD vasher E SCNTAISO Sink BPANGAVETAR FRAMING BECEARCLES EAPEHED PASEASEJEDUEDR ;REFERTO F Peak Hourly Hot Water Dema BCEBMEN FRAMING ASEIDETLEUNERC CHANNEL BSCEDNEN REFERTO 1 WALL TYPE '1' SCALE: 3"-1'-0" 2 WALL TYPE '2' SCALE: 3"=1-0" 3 WALL TYPE '3' SCALE: 3"=1-0" 4 WATER CALCULATION SCALE: 3"-1-0" Grease Interceptor Sizing Worksheet 2 f 55 Z1172 E culation ZURN. LARGECAPACIYGREASE EINTERCEPTOR rin Data mm)) ufacturing Tole ndChange Without tNotice SIDE GING DRS FARANCE KPADAC CHA PULL MANELVER D00 ORS ARdE AFMANUA ULL SIDE E 2 6Ga "lfboth closer andlatch are sh 3 Dish e Kieheniype Slorise Wt ches E vicek 5 prox 6 approPr E AHFADACFE AIBASDE SVNG VANELNET DOAES FARGES CEATSAPHAL PULL SIDE 5 3 0 5 GREASE CALC & INTERCEPTOR SPEC SCALE: 3"-1'-0" SCALE: NTS "lfboth closer min 1220)i bot and latch s A SEAMA 2 12 & FEOINOS OUNTE LASHING INTEGRATEDGUTTE TER GAMONKC CONNECTIO ION STANDNG EAM STUCCOWALL SYSTEM CLE ARANCE PUSH MANELNE ORS ANGEA EATMANUA 8 COUNTERFLASHING SIDEN CMEIENSS APAACHAL Descripion .07. ESUEFOBPERVT STANDNG SEAMMETAL PERMITC COMMENTS CANOPXEYPEB CANOPXEYPEME min 370) COMMENTS & R-1 INSUL LATION & Périn 2320 8 BAAMEST ASNOTED PHRL 1220) sue Date: 07.07.23 E AND TS WALL TYPES & STEEL SHELF ORSL ARCNCE RO JLL SWING GING ORS EARANC PPFMANWAL PUSH IDE MISC DETAILS 6 A7 CANOPY DETAIL SCALE: 3/4"-1-0" 7 ENTRANCE CANOPY DETAIL SCALE: 3/4"=1'-0" 8 ADA DOOR CLEARANCES 9 NOT USED ELECTRICAL SYMBOL LEGEND: LAD SWITCH dshop CABLE $3 3W WAYSWITCH MMER SWITCH ATPENROCKS 50060 as RD A:40489.56239 LEX RECEPTACLE e QUAD RECEPTACLE EM TIM@DSHOP PCAFE.COM ELE API ACKE G.F.C.I DUPLE RE RECEPTA ACLE B Gn H E 9 EEN AFRAEEO OUTLET, NEMA GRO FLO FCHO @ BCTESE BOX KCELINGWALLFLOOR TE URE X-1 3,5% HANE HARGE VLESS E 1,3,A ANDS - MEANCOT - - PANELBOARDV WALL MOUNTED E U DE 2 ELECTRICAL LEGEND SCALE: NTS ELECTRIC LEGEND: CLASSROOM € NEW2 225AMP 3PHASEP PANEL 1-05 FITNESS € NOTUSED 1-07 dE GENERAL ELECTRICAL NOTES: UF PEHZENE. CAPACINY VERIFY EP-A OFFICE 1-03 FOYER 3 ELECTRICAL NOTES 4 NOT USED 1-01 MULI T-PURPOSE 1-19 - E NLCOMANO MAIY ION REVOCLES EDuTer ELACTERICAL 208 120 LGNONE 25 3 G A33 AMP OMEN MEN 1-17 - 1-14 KITCHEN 3 a 71-12 5 ONE LINE DIAGRAM ANEL ARD "A: TYPE: SURFACE VOL GE 208V/120, EEX WIRE MOZASA a AKVIC POLEDESCRIPTION MMOICRCUIT KILO PHAS CKT KILO BRANCHCRCUIT DaVEE AMP AMP AMPS AHU-1 WATERHEATER AHU2 AHU3 DENSER scription ESUEFOBPERVT INGF FOUNTAIN RECEPT TACLES MME EQUIPMEN 2320 RECEPTACLE ASNOTED sue Date 07.07.23 TS PARE TAE DEMANDK ELECTRICAL n BOTE.CFIEUSEDDESOSE EODSESIEAhONS TOTAL LCODAHAE PLAN, NOTES & SCALE: SCHEDULES E1 ELECTRICAL POWER PLAN SCALE: 3/16"=1'-0" 6 PANEL SCHEDULES SCALE: NTS A B D G H HVAC ABBREVIATION HVAC LEGEND USER REMAIN dshop LOT DIFFUSER TOREMAN ATPENROCKS as RD 55 UPPL DIFFUSER A:40489.56239 50060 L 25 7 TIM@DSHOF CAFE.COM CFM CFM BOOCFN 800CFM CFM E LOT DIFFUSER KIST TING REMOVED EXIBLE DUCT CONNECT ION TINS MERMOSTAT TOR LOCA ATI THERMOSTAT RMOSTAT FM MALL SHITCH PTAT DROP ADTONE STNG UME BAB mpn VOR REMOVED FREDAFES MOTOR OPRATID FIRE E/SMOK KE CFM LEKBLEDV DUCTVORK @ amE OFFICE RESSLT NOTES: OR OPERATED MMPE 1-03 GDD MOKE CETE COe QD NE 2FT COMN DOD EOSENSRNET EQUIP ORK K CFRR e D - J MECHANICAL LEGENDS & NOTES SCALE: NTS FLEX XDUCT MAX 0" ADIONE PAPEPKETSIEE" 800 CFM T VALPERATER BAPPSEP BLADE BRACBACKER LING IFFUSER I E 5 TYPICAL DIFFUSER DETAIL SCALE: NTS 3 2 L 5 NOTE: UAETALL LsOPOWrEBE VBEADED RORGCNANECT E NFPA96WITH TYPE1 a MpT BELT DRIVE EXHASUT FANS, LIGHT IONAL SUPPLYAEVOLNE MECHANICAL PLAN SCALE: 3/16"-1'-0" 6 / AMGANESO 3.5 OPEI ASHRAE 62-2004 OA CA IONS PEFADHATEDT PANEL EMOPEPSBEASEPBGN OCCUPAN FMIPERS UL ATIC ION SPACE POSE) SF DENSITY MPERS E Descripion 300 ESUEFOBPERVT ASSEMBL YICLASSAOOM 5 RMIT OMMEN NTS SMAK AIRINLETIOUTLET SCHEDULE MARKI MANUFACTURER DEL FAWS NCH MOU VOLDVE REMARKS THREADED ROD TITU US TWSA SUPPLY 2320 B TTUS PAR RETURN TEE EVUFMERS ASNOTED sue Date 07.07.23 EXHAUST FANS SCHEDULE TS MARK SERVICE YPE MPM NES DEL REMARKS EF MECHANICAL EATAROOM EF2 SHOWER PLAN, NOTES & ISOMETRIC. VIEW SECTIONV VIEW DETAIL M1 2 MECHANICAL SCHEDULES 3 NOT USED SCALE: NTS 6 HOOD DETAILS SCALE: NTS PLUMBING LEGEND A B D Gi H sR MEERLRE RIPTI (2) MENIY ECUTARY LNE CONTRACTOR TO NDENSATE dshop (3 NEWG GREA EASE NTE TO OLD WATERPIPNG BE WASIES AVENI (4 EBEREBS BOOVAS SPFANRLER CBNRGS RNINGDOWN ATPENROCKS A:40489.56239 EBOADANE LF REMAIN STORAGE STORA AGE AEAUEESTOVESET Wa EQUPEMENTS OORC CLEANOUT TIM@DSHOP PCAFE.COM 1-06 1-08 LOORDRAIN ME FLOORSINK E Y - 1 CREASE WASIE IPING 2. CATEBALL IVAVE CLASSROC OM EOLATCNS SeNT HOSEBE 1-05 MHUBDBAINI LEGEND: HOT THATAPANE SS- PLUMBING (SANITARY) e POINT TOF COMMECTIONN NEWT TOEXISING PLUMBING( GREASE TRAP) PRESSURER TRAP REDUCING VALVE n L - - DUCED PRESUREE PACKIOVPREVENE TN VE SS SOLMASEPPNG 1-07 SEWER CAPACITYE EVALUATION APPLICATION TRAPPAIMER SUBMITT TTED SEPARATELY BY BUILDER PIPING TURMNC VENTPPING VENTTHRUROOT OFFICE WALLCIEANOUI 1-03 2 PLUMBING LEGEND SCALE:NTS MUL T-PURPOSE CRBABEMAEPNONS ABOVE GRADE SHALL LBEC CVPCOR AN 1-10 SANITARY WASTER VENT ANDS STORMDRANP PIPING TOBEF EPVCOR REQUAL DOMESTICH AND DDRANAGE EPIPING FD Bg TE MOT LCPED: TAMTERREGICUATCAN OR ANL BE SEAL E E ALL SAPE HALL - FD E - COLD E ND PIN PING LARGER FD - ANDU LARGER E. - ICEN DISCHARGE- 1/2" ALLCOLDWATER HOTV ERSNS APCRPEESACEES DI- LAV CAPERD AONOAESS WORKSHAL GEA ACCORPAPTEVTAE MESSS CODES AND 6 E ABPCSS ERERADNER FLOOES CLARENDNY CMEEEHATOS ANITARY SYSTEM TOSOFA ALL FLOOR RDRAINS SHALL BER RECESSEDS SLIGHTLY FROMF IFINISHED AENAS SOV EEEEEESEEErCA AMADEAEBEECURCENTS SHALL FEASTALEBACORDNOTO PERIOUMEINNE EQUPAMENEANDEHSGENS: SHALL BEG GUARANTED FORA VAAVE RIP PTIONS: i ASIOCUAES 6 ATVCEDPSNY 2 E AEAD a EPESERSS BALL 3) CREASE 2 LLER, MILWAUKEEE BA 100 E A GED ECE NORDROMFIG1 1420R143, VALVE, FMA LU ANDET WAOS E VAKES AMDASCANS NORTH SCALE: 3/16"-1-0" SAENC CING GEAL LVES SHALLBE SERLANDEOS OSSETT CIRCUITSETTER, 'RF 6 1 PLUMBING PLAN DOMESTIC SCALE: 3/16"=1-0" 3 PLUMBING NOTES FIXTURE SCHEDULE DOMESTIC SYSTEM MINIMIUM SIZEU UTILTY TOFIXTURE FINISHED OOR CLEA AN NOU FIXTURE# FIXTURET TYPE WASTE VENT "OIWAIER COLDWATER ESUEFORPERVIT Description P-1 WAIERCIOSET 3" PERMIT COMMENTS P-2 URINAL 2" 12 COMMENT NTS 4'VTR LAVATORY TR P3 1/2" 4"SANITARY TEE P-4 SHOWER 1/2 112" 23-20 P-5 HANDSINK 1/2 1/2 ASNOTED P-6 3COMPARIMENT 1/2" 1/2" 07.07.23 P-7 PREP SINK 1/2 1/2" E AEST TS P-8 MOPSINK /2 1/2" RAP AIRI REAH PLUMBING PLAN CLOSEE P-9 DRI NIKING FOUNTAIN 1/2 1/2" y NIT DOMESTIC& KITCHEN GREASE/SAFE WASTE SYSTEM WHI WATERHEATER SANITARY 4 P1 MASTER TRAP DETAIL SCALE: NTS 5 PLUMBING PLAN DOMESTIC SCALE: NTS 6 PLUMBING FIXTURE SCHEUDLE 7 RISER DIAGRAMS SCALE: NTS - 2022 SEWER CAPACITY EVALUATION Department of Watershed Management DeKalb County GEORGI Email request aseweropacly@deldekalbrountyga.gov Project Name: Dautrieve Recreation Center Dekalb County AP # (if applicable): 3136953 Type of Development: Private - Recreation Center Project Address: 806 South Stone Mountain Lithonia Rd Land Lot & Parcel ID: 16 64 L /4 Stone Mountain, GA 30088 Estimated Month Flow Begins: Replacing existing sewer customer? Yes No 9/4/2024 (mm/yyyy) If yes, see calculations notes. Total Peak Flow Requesting (gpd): 1,023.75 Sewershed: Average Daily Flow Requesting (gp 409.5 Intended Tie-in Manhole ID: 16-064-s307 See Additional Resources Developer/ Owner Information Company Name: New Creation Christian Fellowship Address: 806 South Stone Mountain Lithonia Rd Contact Name: Floyd Dautrieve City, State, Zip Code: Stone Mountain, GA 30088 Phone Number 404-435-1527 Email Address: /caureveegmai.com Engineer Information (if applicable) Company Name: Grace Engineering, LLC Address: 1000 Grace Hill Dr Contact Name: Raoulf Elmasry City, State, Zip Code: Roswell, GA 30075 Phone Number 678-713-6786 Email Address: contemporarydarch@yahoo.com Please include the following items in your submittal package if applicable: Proposed Peak and Average Daily Flow Calculation based on attached guidelines (See Appendix A) Detailed information about building use type(s) and unit counts for both proposed and existing uses, if applicable Requested flows greater than 500 GPD average daily flow should be sealed by a Professional Engineer D If a new physical connection to the sewer is being proposed Geographical Information System (GIS) map clearly showing the proposed site(s) surrounding areas, and utilities. (See Page 3 for map request form) J Proposed utility or site plan, if available J Essential Services & Community Enhancement screener (optional - See Appendix B) Name: Raouf Elmasry Date: 5/23/2024 Signed: Seal: (if signed by Professional Engineer) ORG, GISTE < 3161 4 SIONAL Fill out all highlighted fields, sign form (electrae & an ed) and email to: sewercapacly@dekalbcountyga.gov Additional Resources: Water & sewer map request (manhole ID): https/survey123areiscom/hare/c49b791b4cd497944b384a543444f1 Watershed GIS requests: dwm is@delalbountypagoy Capacity Assurance Program: htps/Pwww.delalbounaswatesheemansemetensv-asuranceprogram Watershed Planning Docs: https/www.dekalbountypagov/piamningandsustainabililywatershedguidescheceists-and-calendars Page 1 of 3 Revised 07/05/2022 Appendix - A (Revised 01/01/2020) Table 1: Sanitary Flow Contributions from Site Specific Sources CONTRIBUTOR UNIT DESIGN AVG DAILY FLOW (GPD) Barber Shop Per Station 20 Carwash (Automatic) Per Unit 166 Carwash (Self Service) Per Bay 100 Church (NOT including food or day Per 1,000 sf 30 schools) Coffee Shop/Deli/Fast Food Per 1,000 sf 450 CoinLaundromats Per Washing Machine 400 Commercallaundtomas Per Washing Machine 640 Daycare Per 1,000 sf 150 Dentist Per dental chair 120 Full-Service RestauranVBar/Catere: Per 1,000 sf 550 Gym/Dance Studio (w/o shower) Per 1,000 sf 65 Gym/Dance Studio (w/showers) Perp person 20 Hair Salon Per Shampoo 150 Bowl/Chair Hospitals Per bed 200 Motel/Hotel Perr room 100 Nail Salon Per pedicure chair 50 Nursing! Home/AssistedLiving Per bed 125 Offices Per 1,000 sf 110 Police/Fire Station Per 1,000 sf 100 Residence (Single famiy/Apts/Condo, etc.) ) Perresidence 185 RetailShopping Center/Mercantile Per 1,000 sf 100 School Per student 16 School - w/gymnasium Pers student 20 Service Slation/Convenience Store Per 1,000 sf 100 Theater/Museum/AudtofontumlAmusement Per 1,000 sf 65 Warehouse/lndustrial Per 1,000 sf 25 GPD = gallons per day Example Calculation - 1 house* 185 gpd = 185 gpd average daily flow 185 gpd * 2.5 (peaking factor) = 462.5 gpd peak daily flow CALCULATIONS NOTES: Current, existing flow (since 01/2019) that is being replaced (previous use, demolished buildings, etc.) are subtracted from the flow request for both average and peak daily flow. Include information about the units in calculations. Your peak daily flow should be 2.5 times the average daily flow, per the peaking factor of 2.5 Simple calculations: Proposed 6300/1000 X 65 = 409.5 gpd, 409.5 X 2.5 = 1023.75 gpd peak daily flow Total Peak Flow Requesting = 1023.75 gpd Page 2 of 3 Revised 07/05/2022 STATEMENT OF SPECIAL INSPECTIONS PROJECT: Dautrieve Recreation Center LOCATION: 806 S. Stone Mountain Lithonia Rd, Stone Mountain, GA 30088 PERMIT APPLICANT: PERMIT APPLICANT'S ADDRESS: ARCHITECT OF RECORD: Timothy Sliger STRUCTURAL ENGINEER OF RECORD: MECHANICAL ENGINEER OF RECORD: ELECTRICAL ENGINEER OF RECORD: REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: Timothy Sliger This Statement of Special Inspections is submitted in accordance with Section 1704.3 of the 2018 International Building Code. Iti includes a Schedule of Special Inspection Services applicable to the above-referenced Project as well as the identity of the individuals, agencies, or firms intended to be retained for conducting these inspections. If applicable, it includes Special Inspections for Wind Resistance and/or Special Inspections for Seismic Resistance. Are Special Inspections for Wind Resistance included in the Statement of Special Inspections? NO Are Special nspections for Seismic Resistance included in the Statement of Special Inspections? NO The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the Building Official and to the Registered Design Professional in Responsible Charge at a frequency agreed upon by the Design Professional and the Building Official prior to the start of work. Discrepancies shall be brought to the immediate attention of the Contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work. A Final Report of Special Inspections documenting required special inspections and corrections of any discrepancies noted in the inspections shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge at the conclusion of the project. Frequency of interim report submittals to the Registered Design Professional in Responsible Charge: Weekly Bi-Weekly Monthly Other; specify: Frequency of interim report submittals to the Building Official: Monthly Bi-Monthly Upon Completion Other; specify: The Special Inspection Program does not relieve the Contractor of the responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor. Statement of Special Inspections Prepared by: Preparer's Seal Timothy K. Sliger OF Type or print name - ATE GEORO 06/24/24 Signature Date TMOTHY K.SLGE Building Officials Acceptance: ICATE NO Signature Date PED A RCK Permit Number: SPECIAL INSPECTIONS FOR WIND RESISTANCE See the Schedule of Special Inspections for inspection and testing requirements Allowable Stress Design Wind Speed: Vasd = 85 m.p.h. Wind Exposure Category: Category B Special Inspection for Wind Resistance Required: NO (Required in Wind Exposure Category B, where the Allowable Stress Design Wind Speed (Vasa) is 120 miles-per-hour or greater. Required in Wind Exposure Category C or D, where the. Allowable Stress Design Wind Speed (Vasd) is 110 miles-per- hour or greater.) Description of structural wood and cold-formed steel light-frame construction, main windforce-resisting system subject to special inspections for wind resistance: (Required for systems noted in IBC Section 1705.11.1 and 1705.11.2.) Not applicable Description of wind force-resisting components subject to special inspections for wind resistance: (Required for systems and components noted in IBC Section 1705.11.3.) Not applicable Statement of Responsibility: Each contractor responsible for the construction or fabrication of a system or component described above must submit a Contractor's Statement of Responsibility. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE See the Schedule of Special Inspections for inspection and testing requirements Seismic Design Category: SDC B Special Inspection for Seismic Resistance Required: NO Description of seismic force-resisting system subject to special inspection and testing for seismic resistance: (Required for systems noted in IBC Section 1705.12.1, 1705.12.2, and 1705.12.3. Special inspections for seismic resistance of structural steel, where required, shall be in accordance with AISC 341.) Not applicable Description of designated seismic systems subject to special inspection and testing for seismic resistance: (Required for architectural, electrical, and mechanical systems and their components that require design in accordance with ASCE 7, Chapter 13, have a component importance factor (lp) greater than one and are in Seismic Design Category C, D, E, or F.) Not applicable Description of additional seismic systems and components requiring special inspections: (Required for systems noted in IBC Section 1705.12.5, 1705.12.6, 1705.12.7, and 1705.12.8.) Not applicable Description of additional seismic systems and components requiring testing: (Required for systems and components noted in IBC Section 1705.12.13.) Not applicable Statement of Responsibility: Each contractor responsible for the construction or fabrication of a system or component described above must submit a Contractor's Statement of Responsibility. SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED 1705.2.1 Structural Steel Construction 1. Fabricator and erector documents (verify reports and certificates as listed in AISC: 360, Section N3.21 for Submittal Review N Each Submittal 1,2 compliance with construction documents). 2. Material verification of structural steel. Shop (3) and N Periodic 1 Field Inspection 3. Structural steel welding: a. Inspection tasks prior to welding Observe or (Observe or perform for each welded Shop (3) and N Perform as noted 1 joint or member, the QA tasks listed in Field Inspection AISC 360, Table N5.4-1). (4) b. Inspection tasks during welding (Observe or perform for each welded Shop (3) and N Observe (4) 1 joint or member the QA tasks listed in Field Inspection AISC 360, Table N5.4-2). C. Inspection tasks after welding Observe or (Observe or perform for each welded Shop (3) and N Perform as noted 1 joint or member the QA tasks listed in Field Inspection (4) AISC 360, Table N5.4-3). d. Nondestructive testing (NDT) of welded joints: (see commentary) 1) Complete penetration groove welds Shop (3) or Field 5/16" or greater in Risk Category II Ultrasonic Testing - N Periodic orIV. 100% of welds 2) Complete penetration groove welds Shop (3) or Field 5/16" or greater in Risk Category II. Ultrasonic Testing - Y Periodic 1 10% of welds minimum 3) Welded joints subject tot fatigue Shop (3) or Field when required by AISC 360, Radiographic or N Periodic Appendix 3, Table A-3.1. Ultrasonic Testing 4) Fabricator's NDT reports when fabricator performs NDT. Verify Reports N Each Submittal (5) 1,2 4. Structural steel bolting: Shop (3) or Field Inspection a. Inspection tasks prior to bolting (Observe or perform tasks for each Observe or bolted connection in accordance with N Perform as noted 1 QA1 tasks listedi in AISC 360, Table (4) N5.6-1). b. Inspection tasks during bolting (Observe the QA tasks listed in AISC N Observe (4) 1 360, Table N5.6-2). 1) Pre-tensioned and slip-critical joints: a) Turn-of-nut with match-marks. N Periodic 1 b) Direct tension indicator. N Periodic 1 c) Twist-off type tension control bolt. N Periodic 1 d) Turn-of-nut without match-marks. NOT PERMITTED N Continuous e) Calibrated wrench. NOT PERMITTED N Continuous SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED 2) Snug-tight joints. N Periodic 1 C. Inspection tasks after bolting (Perform tasks for each bolted connection in accordance with QA tasks listed in N Perform (4) 1 AISC 360, Table N5.6-3). 5. Visual inspection of exposed cut surfaces of galvanized structural steel main members and exposed corners of Shop (3) or Field N Periodic the rectangular HSS for cracks Inspection subsequent to galvanizing. 6. Embedded items (Verify diameter, grade, type, length, embedment. See Field Inspection N Periodic 1 1705.3 for anchors). 7. Verify member locations, braces, stiffeners, and application of joint details Field Inspection N Periodic 1 at each connection comply with construction documents. 1705.2.2 Cold-Formed Steel Deck 1. Manufacturer documents (Verify reports and certificates as listed in SDI QA/QC, Section 2, Paragraphs 2.1 and 2.2 for Submittal Review N Each Submittal 1,2 compliance with construction documents). 2. Material verification of steel deck, mechanical fasteners, and welding Shop (3) and N Periodic 1 materials. Field Inspection 3. Cold-formed steel deck placement: Shop (3) and Field Inspection a. Inspection tasks prior to deck placement (Perform the QA tasks N Perform 1 listed in SDI QA/QC, Appendix 1, (4) Table 1.2). b. Inspection tasks after deck placement (Perform the QA tasks listed in SDI N Perform (4) 1 QA/QC, Appendix 1, Table 1.2). 4. Cold-formed steel deck welding: Shop (3) and Field Inspection a. Inspection tasks prior to welding (Observe the QA tasks listed in SDI N Observe (4) 1 QA/QC, Appendix 1, Table 1.3). b. Inspection tasks during welding (Observe the QA tasks listed in SDI N Observe (4) 1 QA/QC, Appendix 1, Table 1.4). C. Inspection tasks after welding (Observe the QA tasks listed in SDI N Perform (4) 1 QA/QC, Appendix 1, Table 1.5). 5. Cold-formed deck mechanical fastening: Shop (3) and Field Inspection a. Inspection tasks prior tor mechanical fastening (Observe the QA1 tasks N Observe (4) 1 listed in SDI QA/QC, Appendix 1, Table 1.6). SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED b. Inspection tasks during mechanical fastening (Observe the QA tasks N Observe 1 listed in SDI QA/QC, Appendix 1, (4) Table 1.7). C. Inspection tasks after mechanical fastening (Observe the QA tasks N Perform (4) 1 listed in SDI QA/QC, Appendix 1, Table 1.8). 1705.2.3 Open-Web Steel Joists and Joist Girders 1. Installation of open-web steel joists and joist girders: a. End connections - welded or bolted. Per SJI CJ or SJI 100 N Periodic b. Bridging horizontal or diagonal: 1) Standard bridging. Per SJI CJ or SJI 100 N Periodic 2) Bridging that differs from the specifications listed in SJI CJ or SJI N Periodic 100. 1705.3 Concrete Construction 1. Inspection and placement verification of Shop (3) and reinforcing steel and prestressing Field N Periodic 1 tendons Inspection 2. Reinforcing bar welding: a. Verification of weldability of bars other N Periodic than ASTM A706. b. Inspection of single-pass fillet welds N Periodic 5/16-inch or less in size. C. Inspection of all other welds. N Continuous 3. Inspection of anchors cast in concrete. Shop (3) and Periodic Field Inspection N 1 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED 4. Inspection of anchors post-installed in hardened concrete members per research reports, or if no specific requirements are provided, requirements shall be provided by the Periodic or as registered design professional and required by the approved by the building official, Field Inspection N research report including verification of anchor type, issued by an anchor dimensions, hole dimensions, approved source hole cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment, and tightening torque. a. Adhesive anchors installed in horizontal or upward-inclined N Continuous 1 orientation that resists sustained tension loads. b. Mechanical and adhesive anchors not N Periodic 1 defined in 4.a. 5. Verify use of approved design mix. Shop (3) and N Periodic 1 Field Inspection 6. Prior to placement, fresh concrete sampling, perform slump and air content Shop (3) and tests, determine temperature of Field Inspection N Continuous 1 concrete, and perform any other tests as specified in construction documents. 7. Inspection of concrete and shotcrete placement for proper application Shop (3) and N Continuous 1 Field Inspection techniques. 8. Verify maintenance of specified curing Shop (3) and N Periodic 1 temperature andt techniques. Field Inspection 9. Inspection of prestressed concrete: Shop (3) and Field Inspection a. Application of prestressing force. N Continuous b. Grouting of bonded prestressing N Continuous tendons. 10. Inspect erection of precast concrete N Periodic members. 11. Verification of in-situ concrete strength prior to stressing of tendons in post- Review Field Testing tensioned concrete and prior to removal and N Periodic of shores andi forms from beams and Laboratory Reports structural slabs. 12. Inspection of formwork for shape, lines, Field Inspection N Periodic 1 locations, and dimensions. 13. Concrete strength testing and Field Testing and verification of compliance with Review of Laboratory N Periodic 1 construction documents. Reports SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED 1705.4 Masonry Construction (A) Level 1, 2, and 3 Quality Assurance 1. Prior to construction, verification of Submittal Review N Each Submittal compliance of submittals. (B) Level 2 and 3 Quality Assurance: 1. Prior to construction, verification off fm Testing by Unit and fA AAC except where specifically Strength Method or N Periodic required by the code. Prism Test Method 2. During construction, verification of slump flow and visual stability index Field Testing N Periodic (VSI) when self-consolidating: grout is delivered to the project site. 3. Verify the following comply prior to the start of masonry construction: a. Proportions of the site-prepared Field Inspection N Periodic mortar. b. Grade and size of prestressing Field Inspection N Periodic tendons and anchorages. C. Grade, type, and size of reinforcement, anchor bolts, Field Inspection N Periodic prestressing tendons, and prestressing anchorages. d. Prestressing technique. Field Inspection N Periodic e. Properties of thin-bed mortar for AAC Level 2: N masonry. Continuous/Periodic Field Inspection (Level 2: Continuous for first N Level 3: Continuous 5000 SF and periodic after) f. Sample panel construction. N Level 2: Periodic Field Inspection N Level 3: Continuous 4. Verify the following comply prior to grouting: a. Grout space. N Level 2: Periodic Field Inspection N Level 3: Continuous b. Placement of prestressing tendons and anchorages. Field Inspection N Periodic C. Placement of reinforcement, N Level 2: Periodic connectors, and anchor bolts. Field Inspection N Level 3: Continuous d. Proportions of site-prepared grout and prestressing grout for bonded Field Inspection N Periodic tendons. 5. Verify compliance of the following during construction: a. Materials and procedures with the Field Inspection N Periodic approved submittal. b. Placement of masonry units and Field Inspection N Periodic mortar joint construction. C. Size and location of structural Field Inspection N Periodic members. SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED (B) Level 2 and 3 Quality Assurance (Continued): d. Type, size, anchor location, and other N Level 2: Periodic details of anchorage of masonry to Field Inspection structural members, frames, or other construction. N Level 3: Continuous e. Welding of reinforcement. Field Inspection N Continuous f. Preparation, construction, and protection of masonry during cold weather (temperature below 40°F) or Field Inspection N Periodic hot weather (temperature above 90°F). g. Application and measurement of Field Testing N Continuous prestressing force. h. Placement of grout and prestressing grout for bonded tensons is in Field Inspection N Continuous compliance. . Placement of AAC masonry units and Level 2: construction of thin-bed mortar joints. N Continuous/Periodic Field Inspection (Level 2: Continuous for first N Level 3: Continuous 5000 SF and periodic after) j- Observe preparation of grout N Level 2: Periodic specimens, mortar specimens, and/or Field Inspection prisms. N Level 3: Continuous (C) Level 3 Quality Assurance: 1. During construction, verification of fm Testing by Unit andi f'A AAC for every 5000 SF. Strength Method or N Periodic Prism Test Method 2. During construction, verification of proportions of materials as delivered to the project site for premixed or preblended mortar, prestressing grout, Field Inspection N Periodic and grout other than sell-consolidating grout. SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED 1705.6 Soils 1. Verify materials below shallow foundations are adequate to achieve the Field Inspection Y Periodic 1 design bearing capacity. 2. Verify excavations are extended to proper depth and have reached proper Field Inspection Y Periodic 1 material 3. Perform classification and testing of Field Inspection Y Periodic 1 compacted fill materials 4. Verify use of proper materials, densities, and lift thicknesses during placement Field Inspection Y Continuous 1 and compaction of controlled fill 5. Prior to placement of controlled fill, inspect subgrade and verify that site Field Inspection Y Periodic 1 has been prepared properly. 1705.11.2 Cold-Formed Steel Special Inspections for Wind Resistance 1. Inspection during welding operations of Shop (3) and elements of the main windforce- N Periodic Field Inspection resisting system. 2. Inspection of screw attachment, bolting, anchoring, and other fastening of components within the main windforce- Shop (3) and N Periodic resisting system, including shear walls, Field Inspection braces, diaphragms, collectors (drag struts), and hold-downs. 1705.11.3 Wind-Resisting Components 1. Roof covering, roof deck, and roof Shop (3) and N Periodic framing connections. Field Inspection 2. Exterior wall covering and wall Shop (3) and connections to roof and floor Field Inspection N Periodic diaphragms. 1705.12.1 Structural Steel Special Inspections for Seismic Resistance 1. Seismic force-resisting systems in SDC Shop (3) and N In Accordance with B, C, D, E, or F. Field Inspection AISC 341 2. Structural steel elements in SDC B, C, D, E, or F other than those in Item 1, Shop (3) and N In Accordance with including struts, collectors, chords, and Field Inspection AISC 341 foundation elements. 1705.12.2 Structural Wood Special Inspections for Seismic Resistance 1. Field gluing operations of elements of the seismic force-resisting system for Field Inspection N Continuous SDC C, D, E, or F. 2. Nailing, bolting, anchoring, and other fastening of components withing the seismic force-resisting system, including Shop (3) and N Periodic wood shear walls, wood diaphragms, Field Inspection drag struts, shear panels, and hold- downs for SDC C, D, E, or F. 1705.12.4 Designated Seismic Systems Verification Special Inspections for Seismic Resistance SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED 1. For SDC C, D, E, or F, inspect and verify the component label and anchorage or mounting conforms to the Field Inspection N Periodic certificate of compliance in accordance with ASCE 7, Section 13.2.2. 1705.12.5 Architectural Components Special Inspection for Seismic Resistance 1. For SDC D, E, or F, inspection during the erection andi fastening of exterior cladding andi interior or exterior veneer more than 30-feet above grade or Field Inspection N Periodic walking surface and weighing more than 5p psf. 2. For SDC D, E, or F, inspection during the erection andi fastening of interior nonbearing walls more than 30-feet Field Inspection N Periodic above grade or walking surface and weighing more than 15 psf. 3. For SDC D, E, or F, inspection during the erection andi fastening of exterior nonbearing walls more than 30-feet Field Inspection N Periodic above grade or walking surface. 4. For SDC D,E, or F, inspection during Field Inspection N Periodic anchorage of access floors. 1705.12.6 Plumbing, Mechanical, & Electrical Components Special Inspection for Seismic Resistance 1. Inspection during the anchorage of electrical equipment for emergency or Field Inspection N Periodic standby power systems in SDC C, D, E, or F. 2. Inspection during the anchorage of other electrical equipment in SDC E or Field Inspection N Periodic F. 3. Inspection during the installation and anchorage of piping systems designed to carry hazardous materials, andi their Field Inspection N Periodic associated mechanical units in SDC C, D, E, or F. 4. Inspection during the installation and anchorage of HVAC ductwork designed Field Inspection N Periodic to contain hazardous materials in SDC C, D, E, or F. 5. Inspection during the installation and anchorage of vibration isolation systems in SDC C, D, E, or F where nominal Field Inspection N Periodic clearance of 1/4-inch or less is required by the approved construction documents. 6. Inspection during the installation of mechanical and electrical equipment, including ductwork, piping systems, and their structural supports, where automatic fire sprinkler systems are installed ins structures assigned to SDC C, D, E, or F to verify one of the following unless flexible sprinkler hose fittings are used: SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED a. ASCE/SEI 7, Section 13.2.3 minimum required clearances have been Field Inspection N Periodic provided. b. A: 3-inch or greater nominal clearance has been provided between fire protection sprinkler system drops and sprigs and structural members not Field Inspection N Periodic used collectively or independently to support the sprinklers, equipment attached to the building structure, and other systems' piping. 1705.12.7 Storage Racks Special Inspections for Seismic Resistance 1. Inspection during the anchorage of storage racks 8-feet or greater in height Field Inspection N Periodic in structures assigned to SDC D, E, or F. 1705.12.8 Seismic Isolation Systems 1. Inspection during the fabrication and installation ofi isolator units and energy Shop and dissipation devices used as part of the Field N Periodic seismic isolation system in structures Inspection assigned to SDC B, C, D, E, orF F. 1705.13.1 Structural Steel Testing for Seismic Resistance 1. Nondestructive testing of structural steel ini the seismici force-resisting systems in Field Test N Periodic accordance with AISC 341, in structures assigned to SDC B, C, D, E, or F. 2. Nondestructive testing of structural steel elements in the seismic force-resisting systems not covered in Item 1 above, including struts, collectors, chords, and Field Test N Periodic foundation elements in accordance with AISC 341 in structures assigned to SDC B, C, D, E, or F. 1705.13.2 Seismic Certification of Nonstructural Components 1. Review certificate of compliance for Certificate of nonstructural components in structures Compliance Review N Each Submittal assigned to SDC B, C, D, E, or F. 1705.13.3 Seismic Certification of Designated Seismic Systems 1. Review certificate of compliance for designated seismic system components Certificate of N Each Submittal in structures assigned to SDC C, D, E, Compliance Review or F. 1705.13.4 Seismic Isolation Systems 1. Test seismic isolation system in accordance with ASCE 7, Section 17.8 N Prototype Testing Per ASCE 7 in structures assigned to SDC B, C, D, E, or F. SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED 1705.14 Sprayed Fire-resistant Materials 1. Verify surface condition preparation of Field Inspection N Periodic structural members. 2. Verify minimum thickness of sprayed fire-resistant materials applied to Field Inspection N Periodic structural members. 3. Verify density of the sprayed fire- Field Inspection Per IBC Section resistant material complies with and Testing N 1705.14.5 approved fire-resistant design. 4. Verify the conesive/adhesive bond strength oft the cureds sprayed fire- Field Inspection N Per IBC Section resistant material. and Testing 1705.14.6 5. Condition of finished application. Field Inspection N Periodic SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT Synovus Branch Bank Midland Commons APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED 1705.15 Mastic and Intumescent Fire-resistant Coatings 1. Inspect and test mastic and intumescent fire-resistant coatings applied to Field Inspection N Periodic structural elements and decks per and Testing AWCI 12-B. 1705.16 Exterior Insulation and Finish Systems (EIFS) 1. Inspection of water-resistive barrier over Field Inspection N Periodic sheathing substrate. 1705.17 Fire-resistance Penetrations and Joints 1. Inspect penetration firestop. Field Testing N Per ASTM E2174 2. Inspect fire-resistant joint systems. Field Testing N Per ASTM E2393 1705.18 Smoke Control Systems 1. Leakage testing and recording of device Field Testing N Periodic locations prior to concealment. 2. Prior to occupancy and after sufficient completion, pressure difference testing, Field Testing N Periodic flow measurements, and detection and control verification. "INSPECTION AGENTS FIRM ADDRESS TELEPHONE NUMBER 1. Testing/Inspection Agency to be To Bel Determined To Bel Determined determined by Owner Notes: (1) The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building Official and/or the Design Professional. (2) The list of Special Inspectors may! be submitted as a separate document, if noted above. (3) Shopi inspections of fabricated items are not required where the fabricator is approved in accordance with IBC Section 1704.2.5.1 and listed in activity 1709.2. (4) Observe: Observe on a random basis, operations need not be delayed pending these inspections. Perform: These tasks shall be performed for each welded joint, bolted connection, or steel element. (5) NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC: 360, N6. Are Special Inspections for Wind Resistance included in the Statement of Special Inspections? NO Are Special Inspections for Seismic Resistance included in the Statement of Special Inspections? NO DATE: FINAL REPORT OF SPECIAL INSPECTIONS PROJECT: Dautrieve Recreation Center LOCATION: 806 S. Stone Mountain Lithonia Rd, Stone Mountain, GA 30088 PERMIT APPLICANT: PERMIT APPLICANT'S ADDRESS: ARCHITECT OF RECORD: Timothy Sliger STRUCTURAL ENGINEER OF RECORD: MECHANICAL ENGINEER OF RECORD: ELECTRICAL ENGINEER OF RECORD: REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: Timothy Sliger To the best of my information, knowledge, and belief, which are based upon observations or diligent supervision of our inspection services for the above-referenced Project, I hereby state that the special inspections or testing required for this Project and designated for this Agent in the Schedule of Special Inspection Services, have been completed in accordance with the Contract Documents. The Special Inspection program does not relieve the Contractor of the responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor. Interim reports submitted prior to this final report and numbered to for a basis for and are considered to be an integral part of this final report. The following discrepancies that were outstanding since the last interim report dated have been corrected: (Attach 8%" X 11" continuation sheet(s) if required to complete the description of corrections) Prepared by: Special Inspection Agent/Firm Type or Print Name Signature Date FABRICATOR'S CERTIFICATE OF COMPLIANCE Each approved fabricator that is exempt from Special Inspection of shop fabrication and implementation procedures per International Building Code, Section 1704.2.5.1 must submit a Fabricator's Certificate of Compliance at the completion of Fabrication PROJECT: Dautrieve Recreation Center FABRICATOR'S NAME: ADDRESS: CERTIFICATION OR APPROVAL AGENCY: CERTIFICATION NUMBER: DATE OF LAST AUDIT OR APPROVAL: Description of structural members and assemblies that have been fabricated: - hereby certify that items described above were fabricated in strict accordance with the approved Construction Documents. Name and Title (Type or Print) Signature Date Attach copies of the Fabricator's certification or building code evaluation service report and the Fabricator's quality control manual