The URL can be used to link to this page

Home My WebLink About2021-11-09 Meeting Minutes Administrative Services Committee Meeting Commission Chamber - 11/9/2021 ATTENDANCE: Present: Hons. Hardie Davis, Jr., Mayor; Hasan, Chairman; Scott, Vice Chairman; Frantom and B. Williams, members. ADMINISTRATIVE SERVICES 1. Motion to approve the purchase of one 2022 International HV607 Dump Truck at a total cost of $121,999.00 from Rush Truck Center of Augusta, GA (Bid #21-219) for the Engineering Department- Maintenance Division. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 2. Motion to approve the purchase of one 2021 John Deere 4044M Compact Utility Tractor at a total cost of $30,900.00 from Blanchard Equipment of Augusta, GA (Bid 21-231) for the Parks and Recreation Department. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 3. Motion to approve the purchase of one new Slope Mower, Remote Type for $55,000.00 from Jet-Vac of Sumter, SC for the Recreation Department. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 4. Motion to approve the purchase of one (1) 2021/2022 Camera Pipe Inspection Van, at total cost of $211,387.00, from Environmental Products of Georgia, GA (Bid 21-178) for the Utilities Department-Construction & Maintenance Division and retain asset 205219 within the Utilities Department for alternate use. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 5. Ratify the award of an agreement to replace the roof on Appleby Branch Library, in the amount of $62,306.50, to CGS Waterproofing of Norcross, GA (Bid #21-203) and approve the execution of the ARCPLS MOU in the amount of $31,153.25. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 6. During the February 23, 2021, Administrative Services Committee meeting, the Office of the Administrator was tasked with reviewing, procuring and implementation of an electronic signature software that would make the Augusta, GA government more efficient in signing, delivering, and communicating documents. Item Action: Approved Motions Motion Type Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 7. Motion to approve Housing and Community Development Department’s (HCD's) request to provide Laney Walker Bethlehem Revitalization Project funding to contract with LWDC, and Kamath, LLC, (Co-Developer) to develop new construction of two (2) single family units, identified as 20 Nicholas Street, and 22 Nicholas Street, within Laney Walker Bethlehem. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 8. Discuss the installation of signs on Deans Bridge/ Tobacco Roads (Gate 5) entrance way to honor those who have served and service the Fort Gordon Military Base. (Requested by Commissioner Francine Scott) Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 9. To execute the Intergovernmental Service Agreement between the Augusta- Richmond County Coliseum Authority and the city of Augusta. The agreement is for $45,000 to engage a consultant to provide a comprehensive plan for allocating federal funds for the area. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 10. Motion to approve the minutes of the Administrative Services Committee held on October 26, 2021. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 11. Motion to approve Non-Discrimination Ordinance as recommended by the NDO Working Group. (Approved by the Non-Discrimination Ordinance (NDO) Working Group October 28, 2021). Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 12. Approve the proposed dedication plaque drafts to recognize completion of the Augusta Law Department renovation and the Friedman Library renovation projects. Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve. Mr. Frantom out. Motion Passes 3-0. Commissioner Bobby Williams Commissioner Ben Hasan Passes 13. Discuss the state lobbyist position. (Requested by Commissioner Ben Hasan) Item Action: Approved Motions Motion Type Motion Text Made By Seconded By Motion Result Approve Motion to approve with proceeding to hire a Commisioner Sean Frantom Commissioner Ben Hasan Passes state lobbyist as quickly as possible. Motion Passes 4-0. www.augustaga.gov Administrative Services Committee Meeting 11/9/2021 1:10 PM Attendance 11/9/21 Department: Presenter: Caption: Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: 21-219 Year: 2022 2023 Make: International Peterbilt Model: HV607 548 DELIVERY:Jan-Apr 2022 Jun-22 Base Price including Chassis, Body and all basic options $121,999.00 $129,497.00 TOTALS:$121,999.00 $129,497.00 Rush Truck Center Peterbilt of Augusta FOR ALL DEPARTMENTS-DUMP TRUCK, TANDEM WHEEL 60K GVWR BID OPENING 8/2/21 @ 11:00 Invitation to Bid Sealed bids will be received at this office until Monday, August 2, 2021 @ 11:00 a.m. via ZOOM Meeting ID: 939 9353 0456 Passcode: 573824 for furnishing for: Bid Item #21-219 2022/2023 Dump Truck 60K GVWR– Central Services Department – Fleet Maintenance Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of: Geri A. Sams, Director Augusta Procurement Department 535 Telfair Street - Room 605 Augusta, Georgia 30901 Bid documents may be viewed on the Augusta, Georgia web site under the Procurement Department ARCbid. Bid documents may Documents may be examined during regular business hours at the offices of Augusta, GA Procurement Department (706-821-2422). All questions must be submitted in writing by fax to 706 821-2811 or by email to procbidandcontract@augustaga.gov to the office of the Procurement Department by Friday, July 16, 2021 @ 5:00 P.M. No bid will be accepted by fax or email, all must be received by mail or hand delivered. No bids may be withdrawn for a period of ninety (90) days after bids have been opened, pending the execution of contract with the successful bidder. Invitation for bids and specifications. An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the procurement. All specific requirements contained in the invitation to bid including, but not limited to, the number of copies needed, the timing of the submission, the required financial data, and any other requirements designated by the Procurement Department are considered material conditions of the bid which are not waiveable or modifiable by the Procurement Director. All requests to waive or modify any such material condition shall be submitted through the Procurement Director to the appropriate committee of the Augusta, Georgia Commission for approval by the Augusta, Georgia Commission. Please mark BID number on the outside of the envelope. GEORGIA E-Verify and Public Contracts: The Georgia E-Verify law requires contractors and all sub-contractors on Georgia public contract (contracts with a government agency) for the physical performance of services over $2,499 in value to enroll in E-Verify, regardless of the number of employees. They may be exempt from this requirement if they have no employees and do not plan to hire employees for the purpose of completing any part of the public contract. Certain professions are also exempt. All requests for proposals issued by a city must include the contractor affidavit as part of the requirement for their bid to be considered. Bidders are cautioned that acquisition of BID documents through any source other than the office of the Procurement Department is not advisable. Acquisition of BID documents from unauthorized sources placed the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. Correspondence must be submitted via mail, fax or email as follows: Augusta Procurement Department Attn: Geri A. Sams, Director of Procurement 535 Telfair Street, Room 605 Augusta, GA 30901 Fax: 706-821-2811 or Email: procbidandcontract@augustaga.gov No bid will be accepted by fax or email, all must be received by mail or hand delivered. GERI A. SAMS, Procurement Director Publish: Augusta Chronicle June 24, 2021 and July 1, 8, 15, 2021 Metro Courier June 24, 2021 {o 9@ D0rs cronurpnocunrrrilTRr0tSIRy ffiffiA*. State Purchasing Bid Posting System Close Window The following is a list of vendors contacted about bid number: 21'219 COUNT 26 1 1 2 ETHNIC GROUP African American Asian American Native American Hispanic/Latino Pacificlsland/American 2 Non MinoritY 176 Not Classified 0 Total Number of Vendors 208 TotalNumber of Contacts 397 2021-06-24 COOPER, NICK YANCEY BROS CO 2021-06-24 rob-shiver@YanceYbros.com ROBSHIVER, ROBSHIVER YANCEY BROS CO 2021-06-24 robi n-lockard@Ya nceYbros.com YBC, YBC YANCEY BROS CO 2021-06-24 ryan-swertfager@YanceYbros.com Swertfager, RYan YANCEY BROS CO 2021-06-24 susan-a rmstrong@yanceybros.com SARMSTRONG, SARMSTRONG 307101255 YANCEY TRUCK CENTER 2021-06-24 RAY_ADAM S @ MAYSTR U C KS. C O M ADAMS, RAY N NOM 121176782 YANCEY TRUCK CENTER 2021-06-24 ray-adams@YanceYtru ck.com ADAMS. RAY N NOM 472788464 Zs AllAmerican Hauling 2021-06-24 zamericanhauling@gmail.com Slatten, Dwight Y AFA 305449975 heavyguiP- 2021-06-24 hvandeford@Yahoo.com vandeford, hugh N NOM 253251853 ggletrees hauling 2021-06-24 ogletreeshawn@Yahoo.com Ogletree, Shawn N NOM 214787398 slepjen's-reSna&al service 2021-06-24 stephen.hills@Ymail'com Hills, stephen Y AFA RUSH TRUCK CENTER 2925 GUN CLUB ROAD AUGUSTA, GA 30907 MATHEWS MOTORS 1351 GORDON HWY, AUGUSTA, GA 30901 DIVERSIFIED FABRICATORS, INC 1325 HIGHWAY 41 BYPASS S. GRIFFIN, GA. 30224 MCH KENWORTH 4318 BELAIR FRONTAGE ROAD AUGUSTA, GA 30909 TRANSPORT EQUIPMENT CO 3416 SYLVESTER ROAD ALBANY, GA 31705 FREIGHTLINER OF AUGUSTA 2930 RIVERWEST DRIVE AUGUSTA, GA 30907 COMMERCIAL TRUCK AND VAN 4800 BUFORD HIGHWAY NORCROSS, GA 30071 HERLONG FORD 775 AUGUSTA ROAD EDGEFIELD, SC 29824 WARREN TRUCK AND TRAILER INC 900 38TH STREET NORTH BIRMINGHAM, AL 35222 K & K MANUFACTURING INC 70 PIKE INDUSTRIAL WAY MILNER, GA 30257 FONTAINE TRUCK EQUIPMENT CO 9827 MOUNT HOLLY ROAD CHARLOTTE, NC 28214 BILLY HOWELL FORD 1805 ATLANTA HIGHWAY CUMMING, GA 30040 THOMAS TRUCKS AND EQUIPMENT 1466 GA HIGHWAY 133 SOUTH MOULTRIE, GA 31788 BLUE RIDGE MANUFACTURING 87 TOM BOYD ROAD BLUE RIDGE, GA 30513 MILTON RUBEN CHEVROLET 3514 WASHINGTON RD AUGUSTA GA 30907 GILBERT TRUCK CENTER 2822 JEFFERSONVILLE ROAD MACON, GA 31217 FAIRWAY FORD 4333 WASHINGTON ROAD EVANS, GA 30809 SAMSON AND ASSOCIATES 197 SCRUGGS TRAIL GAFFNEY, SC 29341 W & W BODY BUILDERS 2620 SHOP ROAD COLUMBIA, SC 29209 SATCHER MOTOR COMPANY 1850 JEFFERSON DAVIS HIGHWAY GRANITEVILLE, SC 29829 CHEROKEE TRUCK EQUIPMENT 550 DISCOVERY PLACE MABLETON, GA 30126 INGRAM TRUCK BODY PO BOX 306 1079 OLD CANTON ROAD BALL GROUND, GA 30107 CONYERS TRUCK BODIES 1200 MADISON INDUSTRUIAL BLVD MADISON, GA 30650 PARK BUILT BODY COMPANY 2661 U.S. HWY 82W SYLVESTER, GA 31791 B & B FORD 1105 DUNBARTON BLVD BARNWELL, SC 29812 THOMSON DODGE 2158 WASHINGTON ROAD THOMSON, GA 30824 ALLAN VIGIL FORD 6790 MOUNT ZION BLVD MORROW, GA 30260 BID ITEM# 21-219 2022/2023 DUMP TRUCK 60K GVWR-FOR CENTRAL SERVICE DEPARTMENT FLEET MAINTENANCE BID DUE: MON 8/2/2021 @ 11:00 A.M. BID ITEM# 21-219 2022/2023 DUMP TRUCK 60K GVWR FOR CENTRAL SVC FLEET MAINTENANCE BID MAILED: THUR 6/24/21 1 of 2 Nichols Fleet Equipment ATTN: DAVID NICHOLS 2401 East 31st Street Chattanooga, TN. 37407 CHEROKEE TRUCK EQUIPMENT 550 DISCOVERY PLACE MABLETON, GA 30126 SATCHER MOTOR COMPANY 1850 JEFFERSON DAVIS HWY GRANITEVILLE, SC 29829 TRANSPORT EQUIPMENT CO. 3416 SYLVESTER ROAD ALBANY, GA 31705 WADE FORD 3860 S. COBB DRIVE SE SMYRNA, GA 30080 CAROLINA INTERNATION TRUCKS 1619 BLUFF ROAD COLUMBIA, SC 29201 GILBERT TRUCK CENTER 2822 JEFFERSONVILLE ROAD MACON, GA 31217 K & K MANUFACTURING INC 70 PIKE INDUSTRIAL WAY MILNER, GA 30257 CSRA FLEETCARE DBA MATTHEWS MOTORS 1351 GORDON HIGHWAY AUGUSTA, GA 30901 NEXTRAN TRUCK CENTER 2855 BROADWAY MACON, GA 31206 TAKIYAH DOUSE RON CROWDEN PHYLLIS JOHNSON BID ITEM# 21-219 2022/2023 DUMP TRUCK 60K GVWR-FOR CENTRAL SERVICE DEPARTMENT FLEET MAINTENANCE BID DUE: MON 8/2/2021 @ 11:00 A.M. BID ITEM# 21-219 2022/2023 DUMP TRUCK 60K GVWR FOR CENTRAL SVC FLEET MAINTENANCE BID MAILED: THUR 6/24/21 2 of 2 Administrative Services Committee Meeting 11/9/2021 1:10 PM 2021 - Engineering Dump Truck - Bid #21-219 Department:Central Services Department - Fleet Management Presenter:Ron Crowden Caption:Motion to approve the purchase of one 2022 International HV607 Dump Truck at a total cost of $121,999.00 from Rush Truck Center of Augusta, GA (Bid #21-219) for the Engineering Department- Maintenance Division. Background:The Engineering Department-Maintenance Division is requesting the replacement of asset 207074, a 2008 International 4700, with 123,423 miles. After the asset experienced a mechanical loss that would require a complete engine replacement, estimated at $36,915.00, the asset was recommended for disposal and sold on GovDeals.com in July 2020 . This was prior to the revised Fleet Management Policy being approved by the Augusta Commission. The Engineering Department-Maintenance Division has lost several dump trucks since consolidation and, until recently, funds have not been available for replacement. Analysis:The Procurement Department published a competitive bid using the Demand Star application for a Dump Truck, 60K GVWR (Bid #21-219). Invitations to bid were sent to 15 vendors to include five local vendors and received a total of three responses. The response from Vanguard Truck Center was deemed invalid as it was submitted past the deadline. Rush Truck Center offered the lowest cost and provided all the necessary specifications for the requested equipment. Bid 21- 219: Dump Truck, 60K GVWR: 2022 International HV607 – Rush Truck Center: $121,999.00 (Augusta, GA) 2023 Peterbilt 548 – Peterbilt of Augusta: $129,497.00 (Augusta, GA) Financial Impact:One (1) asset at $121,999.00 using Capital Outlay Fund account; 272-01-6440/54-22210 Alternatives:(1) Approve the request; (2) Do not approve the request Recommendation:Motion to approve the purchase of one 2022 International HV607 Dump Truck at a total cost of $121,999.00 from Rush Truck Center of Augusta, GA (Bid #21-219) for the Engineering Department-Maintenance Division Funds are Available in the Following Accounts: General Fund Capital Outlay account: 272-01-6440/5422210 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission 21-231 Year: 2021 2021 Make: John Deere Massey Ferguson Model: 4044M 2850E DELIVERY:60 Days 90 Days Base Price including all basic options $30,900.00 $33,000.00 TOTALS:$30,900.00 $33,000.00 Blanchard Equipment Atlantic & Southern Equipment FOR ALL DEPARTMENTS-COMPACT UTILITY TRACTOR- BID OPENING 9/7/21 @ 11:00 Invitation to Bid Sealed bids will be received at this office until Tuesday, September 7, 2021 @ 11:00 a.m. via ZOOM Meeting ID: 825 6719 2257; Passcode: 076564 for furnishing for: Bid Item #21-231 2021/2022 Compact Utility Tractor for Augusta, GA – Central Services Department – Fleet Maintenance Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of: Geri A. Sams, Director Augusta Procurement Department 535 Telfair Street - Room 605 Augusta, Georgia 30901 Bid documents may be viewed on the Augusta, Georgia web site under the Procurement Department ARCbid. Bid documents may Documents may be examined during regular business hours at the offices of Augusta, GA Procurement Department (706- 821-2422). All questions must be submitted in writing by fax to 706 821-2811 or by email to procbidandcontract@augustaga.gov to the office of the Procurement Department by Friday, August 20, 2021 @ 5:00 P.M. No bid will be accepted by fax or email, all must be received by mail or hand delivered. No bids may be withdrawn for a period of ninety (90) days after bids have been opened, pending the execution of contract with the successful bidder. Invitation for bids and specifications. An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the procurement. All specific requirements contained in the invitation to bid including, but not limited to, the number of copies needed, the timing of the submission, the required financial data, and any other requirements designated by the Procurement Department are considered material conditions of the bid which are not waiveable or modifiable by the Procurement Director. All requests to waive or modify any such material condition shall be submitted through the Procurement Director to the appropriate committee of the Augusta, Georgia Commission for approval by the Augusta, Georgia Commission. Please mark BID number on the outside of the envelope. The local bidder preference program is applicable to this project. To be approved as a local bidder and receive bid preference an eligible bidder must submit a completed and signed written application to become a local bidder at least thirty (30) days prior to the date bids are received on an eligible local project. An eligible bidder who fails to submit an application for approval as a local bidder at least thirty (30) days prior to the date bids are received on an eligible local project, and who otherwise meets the requirements for approval as a local bidder, will not be qualified for a bid preference on such eligible local project. GEORGIA E-Verify and Public Contracts: The Georgia E-Verify law requires contractors and all sub-contractors on Georgia public contract (contracts with a government agency) for the physical performance of services over $2,499 in value to enroll in E-Verify, regardless of the number of employees. They may be exempt from this requirement if they have no employees and do not plan to hire employees for the purpose of completing any part of the public contract. Certain professions are also exempt. All requests for proposals issued by a city must include the contractor affidavit as part of the requirement for their bid to be considered. Bidders are cautioned that acquisition of BID documents through any source other than the office of the Procurement Department is not advisable. Acquisition of BID documents from unauthorized sources placed the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. Correspondence must be submitted via mail, fax or email as follows: Augusta Procurement Department Attn: Geri A. Sams, Director of Procurement 535 Telfair Street, Room 605 Augusta, GA 30901 Fax: 706-821-2811 or Email: procbidandcontract@augustaga.gov No bid will be accepted by fax or email, all must be received by mail or hand delivered. GERI A. SAMS, Procurement Director Publish: Augusta Chronicle July 29, 2021 and August 5, 12, 19, 2021 Metro Courier July 29, 2021 ADAMS EQUIPMENT CO. INC. 1431 LANIER ROAD WHITE PLAINS, GA 30678 BLANCHARD EQUIPMENT CO. 138 HIGHWAY 80 WEST WAYNESBORO, GA 30830 ALAMO INDUSTRIAL P. O. BOX 549 SEQUIN, TX 78156 BURKE TRUCK & TRACTOR COMPANY P. O. BOX 478 706 WEST 6TH STREET WAYNESBORO, GA 30830 J & B TRACTOR COMPANY ATTN: SAM JENKINS 3585 MIKE PADGETT HIGHWAY AUGUSTA, GA 30906 INTERSTATE EQUIPMENT CO. ATTN: PAUL MCCORKLE PO BOX 1198 143 NORTH SEYMOUR DRIVE THOMSON, GA 30824 FLINT CONSTRUCTION & FORESTRY DIV PHILLIP MURPHEY 1900 WILLIAM FEW PARKWAY GROVETOWN, GA 30813 OUTDOOR EQUIPMENT COMPANY ATTN: STEVE DYE 3357 PEACH ORCHARD ROAD AUGUSTA, GA 30906 GREENVILLE TURF & TRACTOR CO. ATTN: MARK HENDRICKS 701 SANDY SPRINGS ROAD PIEDMONT, SC 29673 BLANCHARD EQUIPMENT CO. INC 4266 BELAIR FRONTAGE ROAD AUGUSTA, GA 30909 TRACTOR SUPPLY COMPANY 270 BOBBY JONES EXPY SUITE 190 AUGUSTA, GA 30907 RITCHIE TRACTOR 6725 ASHEVILLE HIGHWAY KNOXVILLE, TN 37924 HARTLEY ENTERPRISES, LLC 17 OLD INDIAN TRAIL MONETTA, SC 29105 MIDWEST TRACTOR SALES, INC ATTN: DEWAYNE HART 27065 CRYSTAL LAKE ROAD JERSEYVILLE, IL 62052 ADAMS TRACTOR OF SPOKANE 1602 EAST TRENT SPOKANE, WA 99202 BURKHARD’S TRACTOR, TRAILERS, & EQUIPMENT 4180 S. UNIVERSITY DRIVE DAVIE, FL 33328 YANCEY RENTALS 4165 MIKE PADGETT HWY AUGUSTA, GA 30906 AG-PRO COMPANY 1377 DOGWOOD DRIVE SW CONYERS, GA 30012 BORDER EQUIPMENT 2804 WYLDS RD AUGUSTA, GA 30909 LOW COUNTRY MACHINERY ATTN: Mr. Marty Ward 1008 E. Highway 80 POOLER, GA 31322 YANCEY BROS/CATERPILLAR 4165 MIKE PADGETT HWY AUGUSTA, GA 30906 TEC-TRACTOR EQUIPMENT COMPANY 3809 MIKE PADGETT HWY AUGUSTA, GA 30906 ASC CONSTRUCTION EQUIP 2303 AIRPORT BOULEVARD CAYCE, SC 29033 HERTZ EQUIPMENT RENTAL 2017 RAWLEY ROAD AUGUSTA, GA 30906 TAKIYAH DOUSE CENTRAL SERVICES DEPT.-ADM RON CROWDEN CENTRAL SERVICES DEPT-FLEET MAINT PHYLLS JOHNSON COMPLIANCE BID ITEM #21-231 2021/2022 COMPACT UTILITY TRACTOR CENTRAL SERVICES DEPT FOR FLEET MAINTENANCE DIVISION BID DUE: TUE 9/7/21 @ 11 a.m. BID ITEM #21-231 2021/2022 COMPACT UTILITY TRACTOR CENTRAL SERVICES DEPT FOR FLEET MAINTENANCE DIVISION BID MAILED: THUR 7/29/21 1 OF 2 WADE TRACTOR & EQUIPMENT CO. 1218 ENTERPRISE WAY GRIFFIN, GA 30224 MASON TRACTOR &EQUIP. CO. 1050 APPALACHIAN HIGHWAY BLUE RIDGE, GA 30513 DITCH WITCH OF GEORGIA 5430 HIGHWAY 85 FOREST PARK, GA 30297 UNITED RENTAL 2425 MIKE PADGETT HWY AUGUSTA, GA 30906 U. S. EQUIPMENT, INC 4318 WHEELER ROAD MARTINEZ, GA 30907 DITCH WITCH OF GEORGIA 5430 HIGHWAY 85 FOREST PARK, GA 30297 FLINT EQUIPMENT CO. 1900 WILLIAM FEW PKWY GROVETOWN, GA 30813 NEFF EQUIPMENT COMPANY 2325 TUBMAN HOME ROAD AUGUSTA, GA 30906 ATTN: DALE RICHBOURG GROVE RIVER 902 LONGWOOD RICHMOND HILL, GA 31324 RENTAL SERVICE CORP 3521 MIKE PADGETT HWY AUGUSTA,GA 30901 SUNBELT EQUIPMENT CO. 2530 PEACH ORCHARD ROAD AUGUSTA, GA 30906 TRACTOR & EQUIPMENT COMPANY 3809 OLD SAVANNAH ROAD AUGUSTA, GA 30809 H & E EQUIPMENT SERVICES 4425 BLUFF ROAD COLUMBIA, SC 29209 GJ & L 2804 Wylds Rd Augusta, GA 30909 J & B Tractor Co. 3585 Mike Padgett Highway, Augusta, GA 30906 BID ITEM #21-231 2021/2022 COMPACT UTILITY TRACTOR CENTRAL SERVICES DEPT FOR FLEET MAINTENANCE DIVISION BID DUE: TUE 9/7/21 @ 11 a.m. BID ITEM #21-231 2021/2022 COMPACT UTILITY TRACTOR CENTRAL SERVICES DEPT FOR FLEET MAINTENANCE DIVISION BID MAILED: THUR 7/29/21 2 OF 2 G. ;k 0r0*0rrp*oc.,*r*rr{rnffi''T*y ffiHlli*1i,,.. State Purchasing Bid Posting System Close Window The following is a list of vendors contacted about bid number: 21-231 FEIN Company Name Date Sent EmailAddress Name MINORITY ETHN!C 621522526 02MtD- SOUTHEQUIPMENT.INC. RWALLE N@M I DSOUTH EQU I PM E NT. COM WALLEN, ROGER N NOM 2021-07-29 465352530 A & H SALES 2021-07-29 davidmoon59@icloud.com MOON, DAVID N NOM 201007007 A. Georqia Cutter lnc. 2021-07-29 gacutter@windstream. net Mattem, Joe N NOM 202248371 MA GENERiAL CONTRACTORS LLC 2021-07-29 willla@attglobal.net WILLLA, WILLLA N NOM 581593963 ADAMS EQUIPMENT COMPANY 2021-07-29 sconger@adamseq uipmentco.com AEC, AEC Y NAA 581052983 ADAMS TRANSFER & STORAGE CO INC 2021-07-29 J im my.A@TheAdamsCompan ies.com Adams, Jimmy N NOM 271938724 ADVANCED MATERIAL HANDLING LLC 2021-07-29 cand rews@advanced mh.com Andrews, Clint N NOM 800104064 AFRIQUE TRAVEL SERVICES 2021-07-29 afriq uetravel@yahoo.com OGUNYALE, OLA Y AFA 800879222 AG-PRO LLC 2021-07-29 dmoon@agprocompan ies.com DAVIDM3, DAVIDM3 N NOM AG-PRO LLC 2021-07-29 hmetcalf@agproco.com AGPROBDGE 1, AGPROBDGE.I AG-PRO LLC 2021-07-29 jcarlilse@ag proco.com JCARLILSE, JCARLILSE AG-PRO LLC 2021-07-29 jcarl isle@agproco.com JCARLISLE, JCARLISLE AG-PRO LLC 2021-07-29 j gonzalez@agproco.com Gonzalez, Josue AG-PRO LLC 2021-07-29 jmalone@agprocompan ies.com AGPRO, AGPRO 214787398 stephen's mecnanica! service 2021-07-29 stephen.hills@ymail.com Hills, stephen Y AFA 202475086 thomas allen 2021-07-29 tom@kasiinfrared.com allen, thomas N NOM 010777955 usregjsltyconnect 2021-07^29 rfq @ usreg istrycon nect. com usregistry usregistry N NOM ETHNIC GROUP African American Asian American Native American Hispanic/Latino Pacific lsland/American Non Minority Not Classified COUNT 32 5 5 2 1 220 0 Total Number of Vendors 265 Total Number of Contacts 475 PR_bid_email_list Administrative Services Committee Meeting 11/9/2021 1:10 PM 2021 - Recreation Compact Tractor - Bid #21-231 Department:Central Services Department - Fleet Management Presenter:Ron Crowden Caption:Motion to approve the purchase of one 2021 John Deere 4044M Compact Utility Tractor at a total cost of $30,900.00 from Blanchard Equipment of Augusta, GA (Bid 21-231) for the Parks and Recreation Department. Background:The Parks and Recreation Department is requesting to purchase the replacement of asset 995172, a 2000 John Deere 4200, with 4,479 hours of use. After the asset experienced transmission issues that would require a rebuild, estimated over $13,000, the asset qualified for disposal and sold on GovDeals.com in September 2020. The original purchase price of the tractor in June 2000 was $13,000. The requested replacement asset will assist in supporting the department’s service operations. Analysis:The Procurement Department published a competitive bid using the Demand Star application for a Compact Utility Tractor. Invitations to bid were sent to 39 vendors to include five (5) local vendors and received a total of three (3) responses. Blanchard Equipment of Augusta, GA offered the lowest cost and provided all the necessary specifications for the requested equipment. Bid 21-231: Compact Utility Tractor: 2021 John Deere 4044M – Blanchard Equipment: $30,900.00 (Augusta, GA) 2021 Massey Ferguson – Atlantic and Southern Equipment: $33,000.00 (Lake City, GA) 2021 Kubota L4060HST – J & B Tractor: $33,166.00 (Augusta, GA) Financial Impact:One asset at $30,900.00 using Capital Outlay Fund account; 272-01-6440/54-21110 Alternatives:(1) Approve the request; (2) Do not approve the request Recommendation: Motion to approve the purchase of one 2021 John Deere 4044M Compact Utility Tractor at a total cost of $30,900.00 from Blanchard Equipment of Augusta, GA (Bid 21-231) for the Parks and Recreation Department. Funds are Available in the Following Accounts: Capital Outlay: (272-01-6440/54.21110) REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission /f ,./ Utem-s,-r"a.ry 4g-u. TO: Geri Sams, Director - Departrnent of Procurement FROM: Maurice McDowell Director - Department of Parks & Recrea f. , ,/t,GTOBGII ,rr@ DATE: SUBJECT: October 14,2021 Sole Source Justification - iet-Vac Ecuiptnenl Company Attach*J rs a $55,000.00 quote for the purchase of a TK 52XP Tracked 52' Rolary Mower. ihe TK-52XP mower operates completety by remote control (no cebies or tethers) anc is the only kn';wn item that will pe"mit parks maintenance staff to safely mow areas on the A.ugusta Riverwatk which has slopes up to 50 degrees. lt is dangerous lor our siaf{ to use riding style mcwers in these areas since the rrsk nf erluipmenf rolhvers resulling in injury or death is significant. A:s{:, atliiclred, i ,:r letter fri:i'n RC trtrc,r+ers dg5rgnai.ifrg Jet-Vac Eq,;ip:rle,:1 Compar:,7 as tho soie scurce provide:'of RC Mon'ers products in the State of Georgia. From: Sent: To: Cc: Subject: Attachments: Sheila Paulk Tuesday, October 26,2021 1 1:35 AM Maurice D. McDowell Geri Sams; Marilyn Newton; DarrellWhite;Anthony Sebek; Doreen Holmes Sole Source - Rotary Mower (Jet-Vac) Equipment. Sole Source - Rotary Mower - Jet-Vac Equipment.pdf Good Morning Director McDowell, Ms. Sams has approved the Sole Source request for the Rotary Mower (Jet-Vac) Equipment. As the purchase exceeds S2Sf, it requires Commission Approval. Please prepare an Agenda ltem. Once approved, please forward the approval letter and a requisition to Procurement for processing. lf you have any questions, please let me know. Shed.a,D. ?ailk, Procurenrcnl Departnrent (706) 8: I -136l Direct or (706) 8l I -181 I l-ax (706) 821-2-198 Print Shop fha,nl- iotv i:r;r Dci,wy B r*i,t^, etyV) iflv|Lv...... Augusta, Georgia - Procureureni l)cparlmertt spaulk@auqustaoa.oov www.auoustaqa.oov t-hise-n:. co..a ;co'...:.' 'crina'?.l'1! l len!e(: or !.c(.''a't,-rei aan"!€- i{yo:t..':noi:ai.-'Dd?d'-'e:see yc'i:i,1oL:!dnol(sjt rate. j. .r.ec:Co.?, ;g-ra3l.?:g;se.',:'yihesen(!. rTe! 't2.:by?.: ': yc .ar.:r'ceived'sc-m: by state-rCdelel':':ie' -1a,1 tjo..1 yo! syste? th:. .irnr:':ii:slcseque:'lycor:''mec lwr,. J.Anyv:wscrop.. ^lscresgreC.r ,:tse-r:l: -eso:e.ythosecf ie:'-:,)orandCo..otnecess'ii'tlyreJ jsent --r,.e.ec; rco-rieie.o:cor,-inv Jses.TiesunderlherefcreCces.?laccept a-b lyfor.nyerrorsoron Ssic,r;i1 t:lecor..lr'oflis lessagew ch:,.se-.i aicsr.ic ie(}--r' '-?,'sr sslon if v.- .ca'onisre(. e.'.p,easereqies a r'. cor'/vrJ'si2l: . a -t ,{., i...r\ Vrle .\ource Jusdfication (Rcfercnce Artictc 6, Procuremcnt Sourcc Selecdon Methods rnd Contrrct Awerds, S 1-10-56 SOLE SOURCE PROCUREMENT Vendor: _ Jet-VaCjquipment Co.. LLC E-Verifu Number 80419Q _ Com 1 r,',.lir ). _'l {-,, 2XPjra_cketJ 5 2' h <, I ?U Err (.rrvpr I ,i;'.t';'l rrnnli:rl c!(lrgnrirr rr 'rt ', 'j :.:' rml, di'r ,r! !:'ir l:,iri..-,ll g;i{rit1 h(i1\* 1i,11 el)I}! r,--ibgJr!gBs!il-p!llg!-*$. r\ltatl n itrcrr,"ri;rr!.llIl r|nr.tit,irip r.trlpletu i ,"t tic tt,', .lrr(i sulrl\)rt (ll ...irt't|tir,1l: ri us drrcurrtl in inilial,',1 rnttl . (Mc:tr: tlt;r,r 0l,t ('lrtl.l \ iil 61,1,'r tr' n,,'s' . . ;.). :r'r 1,ft\1r.:s *r:' ,,(. s lC(l\rr ;i'-.j l. S'.[r S( r1r i fl[i,[ff,,Si ISl(!K ]tli (rkl,,l{,.U, \{\)rLl'\(,llrr.l R Ol(,'I{,,\!llrii 'I lll l?t '.i{i \a Ri t,i,)NAI I}l\l RlFl;! rR\, I{lri.r ttrilL1 ,i,l)-r,!r(r a ltrr .u'rili'-!; ,1 1[i..] rrrl;r 1 i$rr.r' distribUrrr. gri:1. l';"r' lro.4 :r]rr ,)i | 'k t 'mplt'r l.) 2. -\r'li \,,1 ,rr i RiQUt \T I\ li,r 1ii\t I llll \lrii T, i Gl i)f{i,t\ ,\J{i \ i,r:lllljlt l, )r, r'l l'tll CRkil',\i il\\( I \LflJRl ( (,P PF.O" Il)l(, 1'rli-.tir th: :ri | 'lC'\,rci : r,,,t tl,. il 't'iir.tt, f': ..:,lr.l: .'.€tllfi.oil,.lr tlirr i,t.",l,l lre' ;t'i fggl'rnll rJirurl ul, r\ llrn: no.4 llv'lrust'\ , ,rtl Ltt,l - 'll,r P.{R'I'Siti',1 lP."ll .i, 1Rt \oT l\l}rr 11\\r-,1 \ltLL \\tl'l slvlll {R l.\R'l!.(,1:\\( I lll H \1 .\\t'l \( IllRFll ,l 't.lair, ir ,21',11'. nr.nr,.ran&ra.) lr:l...iSTIli:ON YK:i,-fl\\ltrl,1 :)Rqt R1,lLt ltl.\t\\'lll.\ti.! I rlli \t rrll,\it,,il)\ r l ' ,- (ll i'Ilr\ tr! ,'\RI\:i \, ()i( l'i1ilt rrfi..i\t lllL l"rffN[)LU I I N(.1'lr':\ r \rrn h ltr(1j(,!..r.tdu5, rvir' dclur,,, c. '$.j1lgze,! fifnCtiOnOf al,pllBrli'n,.. irjl' lrl(.t' {t',1t \i ,\lr}, 'rtr.,LIl.II) lkr)\l lilt{ struRtl iJ iii(..1!' :. l'\'.i)\tU:lZ,\lllr"' r,'rtur'trrcilr.)t.ti11:JrrrJcr,ril,,ngl,arirl,,r.t.u,,lsrdiz.r' l i(qL.'.r. \.[,'.'t , i irrl \11,)\] \l'PL-/. i l,r l\it i-t' L\l't.\N\ll,], -!\ir ri Jlll. iili):{ oB ilt,, s,., :'|l itcl Ft:QUt.l ir.{.rr.r \l\rDlN q't !'1i lllDt,11 ':;r1fi,q'."1r;.',\i 1r'r r.ltt.r.!. .. rq Lr:.til::i ,,' .f^-i ..f'r,h\ !r,r':r,t&,Vrrl\CrtJt:,,I ltr;,ttltgvt;,ri(:'.,tr:Otij;, !...thc.r,l,:tiic; nr tl! (r'\;,. ( , .rr,..;i. J.;'-:nlr, i ,i .uc'ic-,,,t'r j,;:'ificationhc ru{lurrizcdil5us.'1, S,,'fir I rtlr,;-,r^rrie.' ( lr',,''J' 1. I 'il:, 'l 0,' t, Date: l? '( J. a,l Apnroval Authority:Darc: /Q -AL-el Date: "onn"*t-Nreff ,^ir-es b ^ ntissiort Ail * ()<I Rrv.09/10/12 Jffi*3 l;i,:::t#j * -_--i Sumter, Sc $cJ49'i-4430 Atlanta. GA {Iil-8j7'rI : 0liver Sprirtgs, rN 865-3C4'5919 Crlandc, Ft. 689-i11-S51 5 ESJIffiATE_ Drtv --i- Estl,:rate ,* I ilfiQAzi | 02021.?819 i55,100.c,; q,jj 0tl).0C Al: r: l. r' .r. W::liatrs :92;' plr li aC Augus,'r, 6fi.1i:!l$ I , Ptrone 7 t-7i!+l -i4 Faxl- . W,.h ov:r 4.4 y,. ys of combined experenco, we navs accumulated lield knowledge beyond t'he books We know what wolks, ani: ,,tr.'t ' ':r.,sr.'t i!.to ryc. , e I ..nyou ootheprop€rtfihniques, butalsopassalongvaluabletlpstohelpyou. Weoffer: _ Nar:i.: / Acldres' Aug':sta Partis I Reoreatior De l''art'.ent .L 7 *umpkin Rcad Augusta, GA 3090e * Training and Demonstrations held at our location or youls ' \,llorld-class seryice and repair from our trained technicians. " Tdedand True Products that Sand the tost-of time. Tr,rms ilrri: on recei I - t a)I jlP..- Rep Descriptton ".BUDGET QUO] .,,' *;t ibll Tracxed 51" R;tary Mc"ver ?Jhp K.,",qsaki f;,;',. r:'; Legrees l,4ax Slope ,15,iJ i-P 'li,:':'i' t(it t lrclu : ynti:l : Rrp.:, rfuc.;:ver lfipuple'j, Stort'ge Bra".iiet, 1 Year Warrainty & insl:,l',.:'c] Total sa;es t.:.. calcuiat*cl by AvaTar This 'st' PLEASE VLRIFY SHIP TO ADDRESS . i i 6.tgusta Parks Rect at:r't Delartmunt I Orr.site selice and repair is availabla ' Brtgnsive inventory to fill your needs faster. Classes and semlnars held throughout the year. KP\.,,-" -- i rdist'ipr,,p"int - 'iii,,':.,jJ '--'- Qt, Am't nt 55 00c.3c 55 C00.00T, cca 0.c{ j' cl ate may not inclucle applicable freight charges u !e$s specified Subtotal Total '''.'. ',:i'+ :);; '",. : .: : :. 4t,,.t;r,t: q+., .. '::j":/,:r.-*{.-!) 1:e.,.'4;: .' . . t,'1'.'.':r"J'J,- ,..'. fi,*'I , r, t 1,. :. t"jE. ,1,, T: .i;'",1'., October 11,2021 REr RC llowert - 9ingle Souree T', Wh,:m it May Concern: Thank you for your interest in RC Mowers. Our products are designec tc mow steep stopes ,nd difficutt terrain safety anc efficiertty, sotving age-otd grounds maintenance probterns wrth a high-ttch and i',riovative sotution. Ptease note th.,t.'et-Vac Equipment Company is the sote sour,-c of RC Mowers products in the State of Georgia. Shoutd you have any questions, pte:r,e feel free to reach out to me directty. Sinc ,rety, Jessica Korthals I Sates Operations Manager I fi ailrlirrU',,"..Ci"I1* 480-848-8904 direc: 920-634-2227 otfice 21Li : , t'. t- t9 l!B -Fclzg, ],7TIO LES 33" 78" POWERTRAIN ' Kawasakio FX850V . Air-Cooted ' Heavy-Duty Air Cleaner . 27 Horsepower . 852cc Engine Disptacement . Hydro-Gea r@ Zl-5400 Transaxtes , 13.4 Gatton Fuet Capacity TRAEKS " Rubber Motded over Steet Links ' Steel Cords " 9" Wide [230mm x 72mm x 44mml ' Tread Styte t' PERFORMANEE ' 5.3 MPH Transport Speed " 4.5 MPH Mowing Speed ' 2.2 Acres Per Hour " 50 Degree Stope Ctimb Abitity MOWINC OEEK , Fabricated 7 ga. Steet , 114" Spindte Reinforcement . 0gu;3o Electric Ctutch , 52" Cutting Width . 2.21o 6.5- Cutting Heights WARRANTY " 2 Years or400 Hours Jl-.T 3 F tlt Lu 43.5" I It; l-,:i,"ilt 0ur America n -m ade, re rn ote-o perated stope mowe rs offer a smarter, safer way tc maintain stl €p stopes and extreme [andscapes. Brlnglng technol,ogy to :r.,:r with traditionaI probtems, we create smart mowers that deliver game-changing opportunities * inctuding safer working conditions, more capabitities, better work environments, versatitity, new revenue streams, and the abitity to attract, hire, and retain tatented workers, From: Sent: lo: Subject: Marilyn Newton Monday, October 18,20213:01 PM Anthony Sebek RE: RC Mower Sole Source Letter Utility Ca rt - 27 2-O6-L710-5422970 M owe r - 3 2 9-06- 1 1 1 0 -277 057 9 72 1525,4501,27 2 -06 - 1722 -5 42ILLO ( 2 9, 5 50 ) From: Anthony Sebek <ASebek@augustaga.gov> Sent: Monday, October 78,20211:13 PM To: Marilyn Newton <mnewton@augustaga.Bov> Subject: FW: RC Mower Sole Source Letter (ioorl \llcrttoott \llrilr rrl ( lrtrlrl r orr r eril"r lirrrrlirrg is ar lilalrl,' [irl t lris \rltlit iorrallr. \l1r!r.rrrza ir rr.rltrr.stirrg a 6-Sr.ater s:0K. (.arr r otr llso r r.r'il''. l\rrrrIirrg itrrrl Pror irlr. 'l'ltitttL .r ott Respectfully, Tony gfrnthong dt. 6.f"4 Anthon;'M. Sebek Fleet Operations Specialist 1568 Bro;d Street, Bldg C Augusta, GA 30904 oFFrcE 706-821-2894 -qseb q,!@e!g!sra qgj o v rerlrrr'sIerI ptrrclrasr. itrrrI pror irlc l'llr.<.tlic L t ilit-r (larl rr lrir,Ir I rrrr I he lirrrrl cotlr' plcasr"/ tlrc lirrrrl crlrL,/ grrcssirrg u ill r.osl alrorrl From : Ti mothy Fu |to n <Ilgj :l'9- !lr! slC.AA,sgy> Sent: Monday, October 78,2A2111:30 AM To: Anthony Sebek <.\ ':br(@_1:-u::r s_ulg3.e;1q> Cc : M a ri lyn Newto n <[J], .-: ;:!.!l-4 r_ | qlt \.:;_!,,Q!> Subject: RC Mower Sole Source Letter Good morning Tony, Here is the sole source letter for the RC mower we were looking to purchase along with a cover memo from Director McDowell. Aslmentionedinmycall earlier,wedohaveasourceoffundingandMarilynNewtoncanprovideyouwith that information. Please let me know if there is anything else that you may need. From: Sent: To: Subject: Edeltraud Coleman Wednesday, October 20,2021 .1 1:32 AM Ron Crowden; Anthony Sebek; Marilyn Newton; Kaycee Braswell RE: utility cart How about coding the purchase order with two different funding sources. We do that all the time. Edie From: Ron Crowden <rcrowden@auBustaga'gov> Sent: Wednesday, October 20,202111:24 AM To: Edeltraud Coleman <EColeman@augustaga.gov>; Anthony Sebek <ASebek@augustaga.Sov>; Marilyn Newton <m newton@augustaga.gov>; Kaycee Braswe I I < KBraswell @augusta ga.gov> Subject: RE: utility cart lf the Recreation Department wants to transfer money from the SPLOST Account to Capital Outlay they would have to take it to the Commisson, not Fleet Management. The ball is in the Recreation Court. Ron Crowden Fleet Manager 1568-CBroadStreet Augusta, GA 30904 .jtatrydg_@au!_. .;re g a . g ,)'/ 706-821-2892 From; Edeltraud Coleman <.':iolernan@augustaEa.gov> Sent: Wednesday, October 20,2021,11:05 AM To: Ron Crowden <1glowden@augustaga.qry>; Anthony Sebek <ASebek@ausustaga.aov>; Marilyn Newton <!!-ile^/lg-[-@-a-Uggg3Slgpv>; Kaycee Braswell<KBrasweli(Oatrsustasa-qoJ> Subject: FW: utility cart G reetings, Any updates on the below! From: Edeltraud Coleman Sent: Tuesday, October L9,2O2L 10:48 AM To : R o n C row d e n < rc r-9iy d e1[qgggg?8?., [9-\1 > Cc: Anthony Sebek <A!"6'iSrQ-aUggsl'&F"oJ>; Marilyn Newton <rnner,t'to:rfo,susustaga.qov>; Kaycee Braswell < :(3 . :yyg-Ll 2allCu5=ara.q!.r.> Subject: utility cart Ron, The BTR request from this morning, had to think about first. I can adjust within the fund, but using a SPLOST account with the capital fund is not an option. lf I do that I would increase 272 and that requires commission approval. See below my recommendation: lndicate on requisition: 329061110 I 217 O57 912-5422910 25,450 2720671.70-54229L0 29,550 I can adjust capital and SPLOST individually for the mower, Ecl,' lt t't; t i, : C r.' i t n, n,r, Y rf .', Fi rt t; tr c i r I .'l ir, t l','.' I l;i tt.l t i r.- i! f)1,1, i, t I rtt t: r t t I'lr(.ur,,: i7ti6, t, i -; l0-i Let me know if that would work for you guys. Edie Tl .se-{ra.cof-a jgo:^fide-:'c J,r]€..cna:'Jis:ltendedor..,fcri:einfivi(ua'.ta..?d::you?:1^'ihena,,le..dcresseeycushcl'dnot.sa^l'i1?:3. 'I'ie C y of Aug:ista -cc€ lts no iari :y for , ,e clntent o{ thts e-ma I or for lhe consequences oi any aci;ons raken on lhe lasis of iire information provided. un:tss ..ratirfor:n:,io.j:,utseq::ent'/cc'r"dilwilting.Any,;1gv,/toropin.cnspresentedinthisenalaresolelythoseoftheaL:horanddonotnecess':ilyrelres€nt t'rose of . ;e City of AUgusra. E-ma ' tra.rsmissions cannot be g: aranleeC lo be secure or error-free -3 infol .Tlat on col I j be interceptPd, corrupted, lost, deslroyed, arr,re late or incorr,r:ete, or conta t v iuses The sencer lherefore Cces not acce2t lia:il,ty for a.ry errors or omisslons in lhe content ol this message wh.ch ar.se as a resu : of the e-ma:i transmission. lf ver.I'cetion is required, please request a ha:d copy version. AED:'104 1 f szr Broad {treei , u, Sumtf,r, SC 19151 Narne / Address Augusta Pa*s & Recrcalion D€pa'tnenl C 7 umpkin Road Augusta, GA 30906 ' Tnlning and Dcmon3tr.lloni hcld rt qrr locrtion or your!.r ltUodd.chss scnice rnd npelr fiom ourtnincd technichnr. ' Trled and True Producl8 thrt Sand th. t0st of tlm0.-i;;;;- I D,. ;;;;a ;-laup--'-RFp pGrpi6i Sumter, tt 361a9&430 A[anb GA OGAi7.853! Olhcr Sfinge , Ttl 8&$t0+!900 Odando, FL 689.24+9515 ESTIMATE , Dal(. Esrimate*. 9i13/2021 | Q2021.28t9 ' 73&796-1{lN Fax Wi:h over 414 yerrs ol combincd upericnoo, vr hrra accumutrlcd dea fnowtcOgl Ocyond thr O00115. Wc know w6al woris, rno *hrtd+r'3f.'t huio,:!yGa.] ,vafra'nyOUonthepopertachnhues,bUrlropresahngvalUablr{gslohrlpyou. vleoffu: rlase veruFY sHtp ro ro6nEis - - -l AugJSb Pa*s . Re,;r. ation Deoarhr:nt Afh: Alpu ,Willians ?0?7L 1*r,R.66 AuSush, GA 30-Q00 'On,ritr rdvir,s rnd rprir ls rvrilrbla ' Ertrnrlvr invcntory to frU your neods fastor. ' Clasrc and romlnus hcld trroughorrt tho year.-_-_-_;*-.*KPY_ -. . 1*_"tltirrsPoint .l n.liy"f{_ - i Oty ' A,nounl lolel 55 000.00.55,000.007 '1 I..BUDGET OUOI: T' TK.52XP Tracked 52 Roury i'vioryer 27hp Kawasahi Engirre 5) legrees Max Slcpe , 4500 L P Vi inc-h K:i ' lnclu.: : - yntheti. Rope, Recei.re: lvlounted, StoraEo Bracket, 1 Ysar Wananty & lnstalla:ror Total sales ta;: catculatcd bv AvaTax : This EstlrTlate may not include applicable freight o*i 0.0c 000 Subtotal Total - i5iltO.t,C 1i5,000.00 charges u riless specified Administrative Services Committee Meeting 11/9/2021 1:10 PM 2021 - Recreation Remote Controlled Slope Mower Department:Central Services Department - Fleet Management Presenter:Ron Crowden Caption:Motion to approve the purchase of one new Slope Mower, Remote Type for $55,000.00 from Jet-Vac of Sumter, SC for the Recreation Department. Background:The Recreation Department is requesting to purchase one new remote controlled Tracked Slope Mower, to support its service operations throughout Augusta-Richmond County. This mower type is being requested for use on a variety of extreme slopes that are required to be maintained and in the interest of employee safety concerns. This equipment will allow for safe and efficient landscaping operations when the slopes present a safety hazard to the employee Analysis:This request is to allow the approval for the purchase of this equipment through sole-source channels. The equipment type required is only offered by one nearby area vendor Financial Impact:One (1) – 2021/2022 RC Mower 52” TK-52XP at $55,000.00 each. The total purchase is $55,000.00 for the Recreation Department. The equipment will be need to be purchased using the following fund codes split accordingly: (ACCT# 329-06- 1110/217-05-7912-54.22910 for $25,450 and 272-06-1110- 54.22910 for $29,550). Alternatives:(1) Approve the request; (2) Do not approve the request Recommendation:Approve the purchase of one (1) – 2021/2022 Tracked Slope Mower, Remote Type for the Recreation Department for $55,000.00 from Jet-Vac of Sumter, SC. Funds are Available in the ACCT# 329-06-1110/217-05-7912-54.22910 for $25,450 and 272-06-1110-54.22910 for $29,550 Following Accounts: REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission APPENDIX II REPLACEM ENT EVALIJATION FORIIT Asset Informetion Department Name, Dale: 10161202l Org Key: s06-gtI!Q Vehicle Description: For!.E.llQ Camera Van Asset Number 2452P Assigned Use: Spccialty van fitted with equipment (carneras, recorders, etc) used for sewer line maintenance. fhis asset is essential in rcsponding to issues ofcompromised, blocked, or broken sewer lines. Signuure of Director/Elccted Offi cial Frzr& cd Aryro Purchase Date:ta22i05 PurchasePrice: S102,650.00 Cunent Mileage: 48,930 Rcplrcement Critcrir Scorins Miles/Ilours Type Service M&R Cost Reliability Condition Total Score Scorr 5 $2 t,948.30 I WO in'20 and'21 Equipment agc t4 Deteils 48,930 Public Scrvicc Fleet Manager Reoomrnendati<ln : Although rhe assel does nol meet the replacemcrrt criteria (utilizing the slandard scoring metrics) lhe outdated equipment withio thc asset creates a hardship on the department's operation and the necd for a ne\ry arset with updated equipment still exists. The vehiclc does not meet thc rcplacement critcria, mainly due to the low miles of the vehicle This vehicle spcnds significantly more timc idling than driving due to the nature of use; thc van is constantly running at the site where the equipment is being used as the AC must stay on to keep the heat sensitive cquipment running and in good condition. The vchicle is being utilized less due to the outdated equipment; from January 2020 to Juty 2021 the vehicle only drove 27 miles (prcviously averaging over 3,000 miles annually). Fleet recommends purchasing a new asset to address lhe department need for a camera van and ratber thao disposing ofassel205219, which is slill in usable condition, disposing of the outdaed equipment installed in the van so it can continue to be utilized bv the dcpartment to carry small equioment and construction materials. Planned Replacement Year: Funding Source:N/A- N/A Fleet Managers Approval Central Services Direclor Approval Takivah A. Douse Year: 2021 2021 2021/2022 Make: Ford Ford/Envirosight Ford Model: Transit Cues Van Transit T250 Transit Van Wagon XL DELIVERY: 90-120 Days ARO 60 Days (After Chassis delivery)10-20 Weeks ARO Base Price including Chassis, Body and all basic options Did not meet requested bid specs $211,387.00 Did not meet requested bid specs Cues, Inc.Environmental Products of Georgia FOR ALL DEPARTMENTS-VAN, CAMERA PIPE INSPECTION - BID OPENING 6/8/21 @ 11:00 Jet-Vac Equipment Co. $211,387.00TOTAL: 21-178 Invitation to Bid Sealed bids will be received at this office until Tuesday, June 8, 2021 @ 11:00 a.m. via ZOOM Meeting ID: 981 9927 7550 Passcode: 128653 for furnishing for: Bid Item #21-178 2021/2022 Camera Pipe Inspection Van – Central Services Department – Fleet Maintenance Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of: Geri A. Sams, Director Augusta Procurement Department 535 Telfair Street - Room 605 Augusta, Georgia 30901 Bid documents may be viewed on the Augusta, Georgia web site under the Procurement Department ARCbid. Bid documents may Documents may be examined during regular business hours at the offices of Augusta, GA Procurement Department (706-821-2422). All questions must be submitted in writing by fax to 706 821-2811 or by email to procbidandcontract@augustaga.gov to the office of the Procurement Department by Friday, May 21, 2021 @ 5:00 P.M. No bid will be accepted by fax or email, all must be received by mail or hand delivered. No bids may be withdrawn for a period of ninety (90) days after bids have been opened, pending the execution of contract with the successful bidder. Invitation for bids and specifications. An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the procurement. All specific requirements contained in the invitation to bid including, but not limited to, the number of copies needed, the timing of the submission, the required financial data, and any other requirements designated by the Procurement Department are considered material conditions of the bid which are not waiveable or modifiable by the Procurement Director. All requests to waive or modify any such material condition shall be submitted through the Procurement Director to the appropriate committee of the Augusta, Georgia Commission for approval by the Augusta, Georgia Commission. Please mark BID number on the outside of the envelope. GEORGIA E-Verify and Public Contracts: The Georgia E-Verify law requires contractors and all sub-contractors on Georgia public contract (contracts with a government agency) for the physical performance of services over $2,499 in value to enroll in E-Verify, regardless of the number of employees. They may be exempt from this requirement if they have no employees and do not plan to hire employees for the purpose of completing any part of the public contract. Certain professions are also exempt. All requests for proposals issued by a city must include the contractor affidavit as part of the requirement for their bid to be considered. Bidders are cautioned that acquisition of BID documents through any source other than the office of the Procurement Department is not advisable. Acquisition of BID documents from unauthorized sources placed the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. Correspondence must be submitted via mail, fax or email as follows: Augusta Procurement Department Attn: Geri A. Sams, Director of Procurement 535 Telfair Street, Room 605 Augusta, GA 30901 Fax: 706-821-2811 or Email: procbidandcontract@augustaga.gov No bid will be accepted by fax, all must be received by mail or hand delivered. GERI A. SAMS, Procurement Director Publish: Augusta Chronicle April 29, May 6, 13, 20, 2021 Metro Courier April 29, 2021 OFFICIAL VENDORS CUES INC. 3600 RIO VISTA AVE ORLANDO, FL 32805 ENVIRONMENTAL PRODUCTS GROUP 4410 WENDELL DR. SW ATLANTA, GA 30336 Attachment B YES YES E-Verify Number 1374035 312637 SAVE Form YES YES Year 2021 2021 Make FORD ENVIROSIGHT- FORD TRANSIT T250 VAN Model TRANSIT CUES TV INSPECTION VAN ROVVER X Price $213,680.00 $211,387.00 Approximate Delivery Time:90-120 DAYS ARO 60 DAYS (AFTER RECEIPT OF CHASSIS FROM FORD) Exceptions: NOTED NONE 2021/2022 CAMERA PIPE INSPECTION VAN: Total Number Specifications Mailed Out: 7 Total Number Specifications Download (Demandstar): 3 Total Electronic Notifications (Demandstar): 60 Total packages submitted: 3 Total Non-Compliant: 0 Bid Opening Bid Item #21-178 2021/2022 Camera Pipe Inspection Van for Augusta, Georgia- Central Services Department - Fleet Maintenance Division Bid Due: Tuesday June 8, 2021 @ 11:00 a.m. Page 1 of 2 OFFICIAL JET-VAC EQUIPMENT CO. 5746 BROAD ST. SUMTER, SC 29154 YES 804190 YES 2021-2022 FORD TRANSIT VAN WAGON XL $169,530.00 10-20 WEEKS ARO NOTED Bid Item #21-178 2021/2022 Camera Pipe Inspection Van for Augusta, Georgia- Central Services Department Bid Due: Tuesday June 8, 2021 @ 11:00 a.m. Page 2 of 2 Administrative Services Committee Meeting 11/9/2021 1:10 PM 2021 - Utilities- Camera Van 21-178 Department:Central Services Department - Fleet Management Presenter:Ron Crowden Caption:Motion to approve the purchase of one (1) 2021/2022 Camera Pipe Inspection Van, at total cost of $211,387.00, from Environmental Products of Georgia, GA (Bid 21-178) for the Utilities Department-Construction & Maintenance Division and retain asset 205219 within the Utilities Department for alternate use. Background:The Utilities Department-Construction & Maintenance Division is requesting the replacement of asset number 205219, a 2005 Ford E-350 Camera Van, whose outdated equipment has created a hardship on the department’s operation. A camera van is essential in responding to issues of compromised, blocked or broken sewer lines. The van enables them to inspect sewer lines internally by video, laser profiles and other data recording options while being able to view on a large screen and analyze in the van’s operations center. Although the asset does not meet the replacement criteria (utilizing the standard scoring metrics), Fleet recommends purchasing a new asset to address the department need for a camera van and rather than disposing of asset 205219, which is still in usable condition, disposing of the outdated equipment installed in the van so it can continue to be utilized by the department to carry small equipment and construction materials. Please see the attached Replacement Evaluation Form for additional details. The vehicle evaluation and tab sheet is attached for review. Analysis:The Procurement Department published a competitive bid using the Demand Star application for a 2021/2022 Van, Camera Pipe Inspection. Invitations to Bid were sent to seven (7) vendors and received a total of three (3) responses. The bid tab sheet is attached for your review. Bid #21-178: 2021/2022 Van, Camera Pipe Inspection Environmental Products of Georgia = $211,387.00; Jet-Vac Equipment = $169,530.00 (Did not meet bid specs) Cues Inc = $213,680.00 (Did not meet bid specs) Financial Impact:One asset for a total of $211,387.00 using enterprise fund account; 506-04-3410/54.22910. Alternatives:: (1) Approve the request to purchase a new camera van and surplus the current asset (2) Do not approve the request Recommendation:Motion to approve the purchase of one (1) 2021/2022 Camera Pipe Inspection Van, at total cost of $211,387.00, from Environmental Products of Georgia, GA (Bid 21-178) for the Utilities Department-Construction & Maintenance Division and retain asset 205219 within the Utilities Department for alternate use Funds are Available in the Following Accounts: Enterprise fund account; 506-04-3410/54.22910. REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission MEMORANDUM OF UNDERSTANDING by and between Augusta, GA and the Augusta Richmond County Library System 1. Parties. This Memorandum of Understanding (hereinafter referred to as “MOU”) is made and entered into by and between Augusta, Georgia (Augusta), whose address is 535 Telfair Street, Augusta Georgia, 30901, and the Augusta-Richmond County Public Library System (ARCPLS), whose address is 823 Telfair Street, Augusta, Georgia 30901. 2. Purpose. The purpose of this MOU is to establish the terms and conditions under which Capital FY 2020-2021 funds allocated to the ARCPLS for Appleby Branch Library, located at 2260 Walton Way in Augusta, Georgia, will be reimbursed to Augusta through a Major Repair and Renovation (MRR) reimbursement check, in an amount not to exceed $31,153.25. Funding will be allocated to ARCPLS through a MRR FY2020-2021 approved project listing. 3. Term of MOU. This MOU is effective upon the day and date last signed and executed by the duly authorized representatives of the parties to this MOU and the governing bodies of the parties’ respective counties or municipalities and shall remain in full force and effect for a period of 24 months, or upon termination, whichever occurs first. The Term may be renewed by mutual written agreement of the parties on a month-to-month, annual or extended term basis. Each party agrees to make a written request to the other of its desire to extend the Term no less than ninety (90) days prior to the expiration of the Term. 4. Termination. Either party may terminate this MOU for cause. “Cause” shall mean a breach or default of any obligation hereunder in which the breaching party has been properly notified and has not been cured within thirty (30) days after notice of such default (or such additional cure period as the non-defaulting party may authorize). 5. Notices. All notices, requests, or other communications hereunder shall be in writing and either transmitted via overnight courier, hand delivery, or certified or registered mail, postage prepaid and return receipt requested to the parties at the following addresses. Notices will be deemed to have been given when received. TO ARCPLS TO AUGUSTA Augusta-Richmond County Public Library Augusta 823 Telfair Street 535 Telfair Street Augusta, GA 30901 Augusta, GA 30901 Attn: Mashell Fashion, Director Attn: Hardie Davis, Jr., Mayor 6. Responsibilities of Augusta. Augusta will provide funding from SPLOST allocations FY2020-2021, designated for use by ARCPLS, to construct renovations to Appleby Branch Library, located at 2260 Walton Way, Augusta, Georgia. 7. Responsibilities of ARCPLS. ARCPLS will reimburse Augusta the full amount issued to ARCPLS per the approved FY2020-2021 MRR project listing, not to exceed $31,153.25. These funds are to be credited to the SPLOST fund balance available to ARCPLS for library improvements. 8. General Provisions A. Amendments. Either party may request changes to this MOU. Any changes, modifications, revisions or amendments to this MOU which are mutually agreed upon by and between the parties to this MOU shall be incorporated by written instrument, and effective when executed and signed by all parties to this MOU. B. Applicable Law. The construction, interpretation and enforcement of this MOU shall be governed by the laws of the State of Georgia. The Superior Court of Augusta shall have jurisdiction over any action arising out of this MOU and over the parties, and the venue shall be the Augusta, Georgia. C. Entirety of Agreement. This MOU represents the entire and integrated agreement between the parties and supersedes all prior negotiations, representations and agreements, whether written or oral. D. Severability. Should any portion of this MOU be judicially determined to be illegal or unenforceable, the remainder of the MOU shall continue in full force and effect, and either party may renegotiate the terms affected by the severance. 9. Signatures. In witness whereof, the parties to this MOU through their duly authorized representatives have executed this MOU on the days and dates set out below, and certify that they have read, understood, and agreed to the terms and conditions of this MOU as set forth herein. The effective date of this MOU is the date of the signature last affixed to this page. Augusta-Richmond County Public Library System [Name and Title] Date [Name and Title] Date Augusta: Hardie Davis, Jr., Mayor Date ______________________________________________________ Clerk of Commission Date \1 .-t- MEMORANDUM OF UNDERSTANDING This Memorandum of Understanding ("MOU") is by and between the Board of Regepts of theUniversity System of Ceorgia ("BOR") and the Board of Trustees of the AUGUSTA-RICHMONDLIBRARY SYSTEM (the "Trustees"), The BOR and the Trustees shall be jointly referred to as the"parties." BACKGROI'ND The Trustees operate the AUGUSTA-RICHMOND LIBRARY SYSTEM (the..LibraryFacility"). The Library Facility has recently developed a need for certain physical ,"puim to the facility.The Georgia Public Library Service, a unit of the BOR, in conjunction with its support of public librariesin the state of Georgia, is willing to provide funds for part of the repairs. Therefore, in consideration of the promises below and, other good and valuable consideration, thereceipt and sufficiency of which are hereby acknowledged, the parties agree as fiollows: l - Services. The Trustees shall undertake the task of upgrade of the Library Facilities,MISCELLANEOUS REPAIRS (the "Project"). Trustees may utilize third party contractorsfor certain phases of the Project. The BOR shall reimburse the Trustees for expenditures made in performance of the Project up to a total of TWO HLJNDRED fWELVBTHOUSAND FM HUNDRED DOLLARS ($212,500.00) Any reimbursemenrs made bythe BOR to the Trustees under this MOU shall be contingent on the following: (i) Noreimbursement will be made for services provided by third party contractorslnless the Trustees have entered into a written agreement with the third party governing the work that such party is to perform on the Project and a fully executed copy oflhat agre-ement isprovided to the BOR by the Trustees; (ii) all expenditures for which reim6ursement is soughl must be evidenced by written documentation in a form satisfactory to the BOR and suchexpenditures must comply with state-approved procurement procedures; (iii) all reimbursement requests must first be submitted to the library director for itri AUGUSTA-RICHMOND RECIONAL LIBRARY SYSTEM and approved by the Trustees; (iv) the Trustees shall submit all such approved reimbursemenireque.ts to the BoR to the attention of the BOR contact listed in Section 2 below; and (v) the Trustees must contribute aMiNiMUM Of TWO HUNDRED TWELVE THOUSAND FIVE HUNDRED DOLLARS($212,500.00) of Trustees' resources toward the Project. The final reimbursement paymentwill only be paid by the BOR after the Trustees provide the BOR with documentation satisfactory to the BOR evidencing such contribution. Under no circumstances shall the totalof all payments under rhis MoU exceed rwo HLINDRED TwBLvE TI{ousAND FIVEHUNDRED DOLLARS ($212,500.00) tuil upon li{tv-percent (50%d completion o{rhepro.iect AUGUSTA-RICHMOND REGIONAL LIBRARY SYSTEM *itt tub*it o orotr"t"d necessarv, Notices' All notices under this MOU shall be deemed duly given, upon delivery, if deliveredby hand, or three days after posting, if sent by Registered or Certified Mail, to a party heretoat the address set forth below or to such other address as a party may designate by notice pursuant hereto. BOR: Nathan Rall Direclor, Library Planning and Construction Georgia Public Library Service 1800 Century Place, Suite 150 Arlanta, GA 303454304 2. Trustees: Mashell Fashion, Director AUGUSTA-RICHMOND REGIONAL LIBRARY SYSTEM 823 Telfair St Augusta, GA 30901 Term. The tercr of this MOU is from July 1,2019 until June 30,2020. This agreernent may be renewed by mutual written consent of the parties. Entire Agreement. This Agreement constitutes the entire agreement between the parties with respect to the subject matter; all prior agreements, representations, statements, negotiations and undertakings, ane superseded hereby. Signature Authority. The Trustees agree to furnish documentation acceptable to the BOR indicating that the individual whose signature appears below is properly authorized to sign this Agreement on behalf of the Trustees. Board of Regents of the University System Board of Trustees of the AUGUSTA-RICHMOND REGIONAL LIBRARY SYSTEM of Georgia By: Name: Title: 3. 4. 5. alker Invitation to Bid Sealed bids will be received at this office until Wednesday, June 30, 2021 @ 3:00 p.m. for furnishing – Via ZOOM. Meeting ID: 922 2718 3934; Passcode: 155218 Bid Item #21-203 Appleby Library Roof Replacement – for Augusta, GA – Augusta Central Services Department – Facilities Maintenance Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of: Geri A. Sams, Director Augusta Procurement Department 535 Telfair Street - Room 605 Augusta, Georgia 30901 Bid documents may be examined at the office of the Augusta, GA Procurement Department, 535 Telfair Street – Room 605, Augusta, GA 30901 (706-821-2422). Plans and specifications for the project shall be obtained by all prime contractors, subcontractors and suppliers exclusively from ARC. The fees for the plans and specifications which are non-refundable are $50.00. It is the wish of the Owner that all businesses are given the opportunity to submit on this project. To facilitate this policy the Owner is providing the opportunity to view plans online (www.e-arc.com) at no charge through ARC Southern (706 821-0405) beginning Thursday, May 20, 2021. Bidders are cautioned that submitting a package without Procurement of a complete set are likely to overlook issues of construction phasing, delivery of goods or services, or coordination with other work that is material to the successful completion of the project. Bidders are cautioned that acquisition of documents through any other source is not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. Pre Bid Conference will be held on Tuesday, June 15, 2021 @ 11:00 a.m. Via Zoom Meeting ID: 974 0156 0387; Passcode: 916423 All questions must be submitted in writing by fax to 706 821-2811 or by email to procbidandcontract@augustaga.gov to the office of the Procurement Department by Wednesday, June 16, 2021 @ 5:00 P.M. No bid will be accepted by fax, all must be received by mail or hand delivered. No proposal may be withdrawn for a period of ninety (90) days after Bids have been opened, pending the execution of contract with the successful vendor. Invitation for bids and specifications. An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the procurement. All specific requirements contained in the invitation to bid including, but not limited to, the number of copies needed, the timing of the submission, the required financial data, and any other requirements designated by the Procurement Department are considered material conditions of the bid which are not waiveable or modifiable by the Procurement Director. All requests to waive or modify any such material condition shall be submitted through the Procurement Director to the appropriate committee of the Augusta, Georgia Commission for approval by the Augusta, Georgia Commission. Please mark BID number on the outside of the envelope. The local bidder preference program is applicable to this project. To be approved as a local bidder and receive bid preference an eligible bidder must submit a completed and signed written application to become a local bidder at least thirty (30) days prior to the date bids are received on an eligible local project. An eligible bidder who fails to submit an application for approval as a local bidder at least thirty (30) days prior to the date bids are received on an eligible local project, and who otherwise meets the requirements for approval as a local bidder, will not be qualified for a bid preference on such eligible local project. GEORGIA E-Verify and Public Contracts: The Georgia E-Verify law requires contractors and all sub-contractors on Georgia public contract (contracts with a government agency) for the physical performance of services over $2,499 in value to enroll in E-Verify, regardless of the number of employees. They may be exempt from this requirement if they have no employees and do not plan to hire employees for the purpose of completing any part of the public contract. Certain professions are also exempt. All requests for proposals issued by a city must include the contractor affidavit as part of the requirement for their bid to be considered. Bidders are cautioned that acquisition of BID documents through any source other than the office of the Procurement Department is not advisable. Acquisition of BID documents from unauthorized sources placed the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. Correspondence must be submitted via mail, fax or email as follows: Augusta Procurement Department Attn: Geri A. Sams, Director of Procurement 535 Telfair Street, Room 605 Augusta, GA 30901 Fax: 706-821-2811 or Email: procbidandcontract@augustaga.gov No bid will be accepted by fax, all must be received by mail or hand delivered. GERI A. SAMS, Procurement Director Revised: 2/19/2016 Publish: Augusta Chronicle May 20, 27, and June 3, 10, 2021 Metro Courier May 20, 2021 OFFICIAL VENDORS Attachment "B"E-Verify SAVE Form Addendum 1 Price Roofing Professionals Inc. 505 CDP Industrial Blvd. Grovetown, GA 30813 Yes 63141 Yes Yes $64,900.00 JB's Roofing and Construction 2927 Stanway Avenue Douglasville, GA 30135 No Non-Compliant No Non-Compliant No Non-Compliant Yes $29,240.45 CGS Waterproofing 6040 Dawson Blvd. Suite F Norcross, GA 30093 Yes 1414547 Yes Yes $62,306.50 Total Number Specifications Mailed Out: 24 Total Number Specifications Download (Demandstar): 2 Total Electronic Notifications (Demandstar): 236 Georgia Procurement Registry: 29 Pre-Bid Conference Attendees: 13 Total Packages Submitted: 3 Total Noncompliant: 1 Bid Item #21-203 Appleby Library Roof Replacement for Augusta, GA Central Services Department – Facilities Maintenance Due: Wednesday, June 30, 2021 @ 3:00 p.m. Page 1 of 1 Administrative Services Committee Meeting 11/9/2021 1:10 PM Award Contract for Appleby Library Roof Replacement - Bid 21-203 Department:Central Services - Facilities Presenter:Takiyah A. Douse Caption:Ratify the award of an agreement to replace the roof on Appleby Branch Library, in the amount of $62,306.50, to CGS Waterproofing of Norcross, GA (Bid #21-203) and approve the execution of the ARCPLS MOU in the amount of $31,153.25. Background:The Appleby Library, located on Walton Way, is a historical structure used by Augusta as a branch library. Augusta is responsible for maintenance and repairs on the structure. The recently completed roof assessment indicated the roof was in need of replacement. The roof replacement was completed August 2021 and CGS, LLC received a Letter of Completion from the Augusta Planning and Development Department September 2021 after final inspections were found to be in compliance with applicable State Minimum Standard Codes. Bid item 21-203 was issued through the Procurement Department. Two responsive bids were received. Analysis:The Board of Regents of the University System of Georgia awarded the Augusta Richmond County Public Library System (ARCPLS) a maintenance and repair grant in the amount of $212,500 to renovate and repair the Appleby Branch Library. Of this amount, $31,153.25 will be used to replace the roof. Augusta is responsible for the remaining 50%. Once Augusta pays for the roof repair, 50% of the total cost will be reimbursed. CGS was the low bidder. The bid amount is reflective of current market conditions and represents a good value for Augusta in preserving this asset. This work is critical to insure the integrity of the building roof in preparation for the additional interior and ADA improvements currently in the procurement process. The fully warranted work incorporates material from GAF, a long standing nationally recognized roofing material manufacturer. Financial Impact: The total cost of the work is $62,306.50 – As a recipient of a maintenance, repair and replacement grant 50% of the funds will be reimbursed by the Board of Regents of the University System of Georgia in the amount of $31,153.25. Alternatives:Ratify the award of an agreement to replace the roof on Appleby Branch Library, in the amount of $62,306.50, to CGS Waterproofing of Norcross, GA (Bid #21-203) and approve the execution of the ARCPLS MOU in the amount of $31,153.25. Recommendation:Ratify the award of an agreement to replace the roof on Appleby Branch Library, in the amount of $62,306.50, to CGS Waterproofing of Norcross, GA (Bid #21-203) and approve the execution of the ARCPLS MOU in the amount of $31,153.25. Funds are Available in the Following Accounts: Funds are available for this project in 272-06-5112 50/50 split with the BOR $31,153.25 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission OFFICE OF THE ADMINISTRATOR Odie Donald, II MBA Administrator Augusta-Richmond County Administrator’s office 535 Telfair Street, Suite 910 Augusta, Georgia 30901 Date: November 3, 2021 To: Mayor Hardie Davis Mayor Pro Tem Bobby Williams Commissioner Jordan Johnson Commissioner Dennis Williams Commissioner Catherine Smith McKnight Commissioner Alvin Mason Commissioner Ben Hasan Commissioner Sean Frantom Commissioner Brandon Garrett Commissioner Francine Scott Commissioner John Clarke From: Odie Donald II, Administrator Subject: E-Signature Software Update Background The following information provides an overview of the benefits of a proposed innovation to the coordination of approvals and contract execution via E-Signature software (ESS). Electronic Signature commonly refers to any electronic process that indicates acceptance of an agreement or record. It can be a symbol, or other method attached to a document to recognize identity and to give consent to it. In response to shocks and stressors such as the COVID-19 pandemic, such electronic records allow for government organizations to continue operations despite service interruptions. During the February 23, 2021, Administrative Services Committee meeting, the Office of the Administrator was tasked with reviewing, procuring and implementation of an electronic signature software that would make the Augusta, GA government more efficient in signing, delivering, and communicating documents. This review allowed potential vendors an opportunity to provide demonstrations of software capabilities. Demonstrations were structured on the capabilities of the software along with fee estimates. Common elements considered in the investigation include: Elements to consider in E-Signature Solutions Software Solution Fees/Pricing o Per-User Cost o Cost Per Module o Customization o Implementation o Training o Annual Support o Hardware NOTE: Based on initial fee proposals, annual cost estimates range would have an annual estimated cost of $50,000. Core Features: Common ESS solutions offer the following components: o 20,000 document allowances o Unlimited document users to create documents o Unlimited Signatories (signing parties) o Validation/verification of digital signature Next Steps The core solution has been fully vetted by IT and Procurement who are positioned to fully implement if the Commission deems the proposal an appropriate and necessary expenditure for the consolidated government. Next steps would include providing direction to the Administrator to procure and enter into an agreement with a chosen qualified vendor to implement electronic signature solutions. Based on the estimated cost, once a vendor is selected, the agreement would come back to the Commission for approval. Administrative Services Committee Meeting 11/9/2021 1:10 PM E-Signature Software Update Department:Administrator's Office Presenter:Administrator Donald Caption:During the February 23, 2021, Administrative Services Committee meeting, the Office of the Administrator was tasked with reviewing, procuring and implementation of an electronic signature software that would make the Augusta, GA government more efficient in signing, delivering, and communicating documents. Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Clerk of Commission Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 1 CONTRACT between AUGUSTA, GEORGIA And LANEY WALKER DEVELOPMENT CORPORATION in the amount of $203,746.00 USD Two Hundred and Three Thousand Seven Hundred and Forty-Six Dollars and 00/100 for Fiscal Year 2021 Providing funding for LANEY WALKER/BETHLEHEM REVITALIZATION PROJECT 20 Nicholas Street THIS AGREEMENT (“Contract”), is made and entered into as of the ___ day of 2021 (“the effective date”) by and between Augusta, Georgia, a political subdivision of the State of Georgia (hereinafter referred to as “Augusta”), acting through the Housing and Community Development Department (hereinafter referred to as “HCD”) - with principal offices at 510 Fenwick Street, Augusta, Georgia 30901, as party of the first part, and LWDC., a developer, organized pursuant to the Laws of the State of Georgia, hereinafter called "LWDC” as party in the second part. WITNESSETH WHEREAS, Augusta is qualified by the U. S. Department of Housing and Urban Development (hereinafter called HUD) as a Participating Jurisdiction, and has received Laney Walker/Bethlehem Bond Financing for the purpose of providing and retaining affordable and market rate housing for eligible families; and WHEREAS, LWDC, a procured developer and contractor with HCD wishes to increase homeownership opportunities and preserve and increase the supply of affordable/market rate housing for eligible families; and WHEREAS, Augusta wishes to enter into a contractual Agreement with LWDC for the administration of eligible affordable and market rate housing development activities utilizing Laney Walker Bond Financing; and WHEREAS, this activity has been determined to be an eligible activity in accordance with 24 CFR 92.504(c)(13) and will meet one or more of the national objectives and criteria outlined in Title 24 Code of Federal Regulations, Part 92 of the Housing and Urban Development regulations; and WHEREAS, LWDC has been selected and approved through a solicitation process for development partners to assist in the redevelopment of Laney Walker and Bethlehem communities; and WHEREAS, LWDC has agreed to provide services funded through this contract free from political activities, religious influences or requirements; and Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 2 WHEREAS, LWDC has requested, and Augusta has approved a total of $203,746.00 in funding to perform eligible activities as described in Article I; below: NOW, THEREFORE, the parties of this Agreement for the consideration set forth below, do here and now agree to the following terms and conditions: ARTICLE I. SCOPE OF SERVICES A. Scope of Services Project Description: LWDC agrees to utilize approved Laney Walker/Bethlehem Bond financing funds to support project related costs associated with the Laney Walker/Bethlehem Redevelopment Project. KAMATH, LLC agrees to match Laney Walker/Bethlehem Bond funds 50% of total construction cost in the form of reimbursement. Under this Agreement: KAMATH, LLC will perform as co-developer with LWDC, a procured developer with Laney Walker/Bethlehem. LWDC will perform new construction for one (1) single family detached home identified as property number 20 Nicholas Street. LWDC will perform all required construction management and project oversight; in accordance with all laws, ordinances, and regulations of Augusta. LWDC will perform all functions required to ensure delivery of a final product meeting all requirements as set forth by said Agreement to include: • Materials list to include brand name and/or model number of materials as specified or agreed to adjustments to specifications including but not limited to: appliances, windows, HVAC, fixtures and First Quality lumber. LWDC is to provide a finish schedule with the specifications, brands and model numbers for all interior finishes 90 days from completion for agreement by HCD. Actual material invoices may be requested to verify charges. B. Use of Funds: Laney Walker/Bethlehem Bond funds shall be used by LWDC for the purposes and objectives as stated in Article I, Scope of Services, of this Agreement. The use of funding for any other purpose(s) is not permitted. The following summarizes the proposed uses of funds under this Agreement based on total material and labor cost of $199,746.00 1. Profit An amount not to exceed percent (50%) of the construction cost as outlined and approved in Article I. Scope of Services, Section B. Use of Funds and on the Work Write-Up, shall be paid to LWDC for costs identified as necessary operating time and expenses in addition to the profit accrued in the development of one single family detached home identified as 20 Nicholas Street. The design and specifications of the property shall be approved by HCD prior to construction (see Appendix). HCD will have the latitude to pay O&P directly to the procured developer/contractor on a pay for performance basis or upon the sale of the single family detached home identified as 20 Nicholas Street. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 3 2. Developer’s Fee $4,000.00 3. Developer’s Fee Disbursements Developer’s Fee shall be dispensed when construction is 100% completed and certificate of occupancy is received. Co-Developer’s Fee is dispensed upon sale of the home and should not exceed sixteen percent (16%). C. Program Location and Specific Goals to be Achieved LWDC shall conduct project development activities and related services in its project area Laney Walker/Bethlehem that incorporates the following boundaries: Fifteenth Street, R.A. Dent, Wrightsboro Road, Twiggs Street, MLK Boulevard and Walton Way. D. Project Eligibility Determination It has been determined that the use of Laney Walker/Bethlehem Bond Financing funds by LWDC will be in compliance with legislation supporting community development in Laney Walker/Bethlehem as authorized under the Urban Redevelopment Authority which acts in behalf of the Augusta Commission to provide oversight of the operation of the Laney Walker/Bethlehem Redevelopment Project. Notwithstanding any other provisions of this contract, LWDC shall provide activities and services as described in the description of the project, including use of funds, its goals and objectives, tasks to be performed and a detailed schedule for completing the tasks for this project as provided in Exhibit A of this contract. ARTICLE II. BUDGET AND METHOD OF PAYMENT LWDC will carry out and oversee the implementation of the project as set forth in this Agreement and agrees to perform the required services under the general coordination of HCD. In addition, and upon approval by Augusta, LWDC may engage the services of outside professional services consultants and contractors to help carry out the program and projects. A. Augusta shall designate and make funds available in the following manner: 1. Augusta agrees to pay LWDC, a maximum of $199,746.00 under this Agreement for project expenses incurred as outlined in ARTICLE I, Scope of Services, subject to LWDC’s compliance with all terms and conditions of this Agreement and the procedures for documenting expenses and activities as set forth in said Agreement; 2. The method of payment for construction costs, including only materials and labor as outlined and approved on the Work Write-Up, not to exceed the aforementioned contracted amount of S203,746.00 and shall be on a pay for performance basis provided LWDC and HCD determine the progress is satisfactory. LWDC shall utilize the AIA Form provided by HCD (see Appendix). For invoicing, LWDC will include documentation showing proof of completion of work in accordance with the amount requested, inspected, and accepted by HCD, lien waivers for vendors and sub-contractors, as specified in the Work Write-Up found in Exhibit B & E. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 4 3. When nearing 50%, the co-developer, KAMATH, LLC, should be prepared to pay their 50%: $99,873.00 as agreed to HCD for material and labor only. 4. HCD will monitor the progress of the project and LWDC’s performance on a weekly basis with regards to the production of housing units and the overall effectiveness of project. 5. Upon the completion of this Agreement, any unused or residual funds remaining shall revert to Augusta and shall be due and payable on such date of the termination and shall be paid no later than thirty (30) days thereafter. LWDC and HCD shall share in the cost and proceeds of developing the residence at 20 Nicholas Street as follows: 6. Funds may not be transferred from line item to line item in the project budget without the prior written approval of Augusta Housing and Community Development. 7. This Agreement is based upon the availability of funding under the Laney Walker/Bethlehem Revitalization Project. Should funds no longer be available, it is agreed to by both parties that this contract shall terminate and any LWDC deemed satisfactorily progress made within the contracted construction only amount not to exceed fifty percent (50%) shall be paid to LWDC. 8. HCD will retain ten percent (10%) of an amount within the one hundred percent (100%) of construction costs, including only materials and labor as outlined and approved on the Work Write-Up, after the Certificate of Occupancy has been issued until LWDC and HCD determine that all HCD punch-list items have been satisfied. B. Project Financing The Augusta Housing and Community Development will provide an amount not to exceed the actual construction costs including only materials and labor as outlined and approved on the Work Write-Up to be expended by LWDC for construction costs related to the development of one single family detached home identified as 20 Nicholas Street. Additionally, HCD will provide 100% of all change orders (where applicable) as approved by HCD and LWDC in writing. All funding is being provided as payment for services rendered as per this Agreement. C. Timetable for Completion of Project Activities LWDC shall be permitted to commence with the expenditure of Laney Walker Bethlehem Bond Financing funds as outlined in said Agreement upon procurement of a construction contractor in accordance with its policies and procedures; and approval of a detailed outline of project expenditures anticipated for the completion of the development within 120 days of said home identified as 20 Nicholas Street. Liquidated Damages LWDC agrees to pay as liquidated damages to HCD the sum of two hundred dollars ($200.00) for each consecutive calendar day after the expiration of the Contract Time of Completion Time, except for authorized extensions of time by Augusta. This section is independent of any section within this Agreement concerning the default of LWDC. The parties agree that these provisions for Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 5 liquidated damages are not intended to operate as penalties for breach of Contract. The liquidated damages set forth above are not intended to compensate Augusta for any damages other than inconvenience and loss of use or delay in services. The existence or recovery of such liquidated damages shall not preclude Augusta from recovering other damages in addition to the payments made hereunder which Augusta can document as being attributable to the documented failure of LWDC. In addition to other costs that may be recouped, Augusta may include costs of personnel and assets used to coordinate, inspect, and re-inspect items within this Agreement as well as attorney fees if applicable. Specified excuses LWDC is not responsible for delay in performance caused by hurricanes, tornados, floods, and other severe and unexpected acts of nature. In any such event, the contract price and schedule shall be equitably adjusted. Temporary Suspension or Delay of Performance of Contract To the extent that it does not alter the scope of this Agreement, Augusta may unilaterally order a temporary stopping of the work or delaying of the work to be performed by LWDC under this Agreement. D. Project Budget: Limitations All costs associated with construction, O&P, construction management, and real estate expenses have been outlined in said Agreement as percentage-based costs related to the development of one single family detached home identified as 20 Nicholas Street as part of the Laney Walker/Bethlehem Revitalization Project. HCD will have the latitude to pay such costs directly to the procured construction contractor. LWDC shall be paid a total consideration of no more than $199,746.00 for full performance of the services specified under this Agreement. Any cost above this amount shall be the sole responsibility of HCD. It is also understood by both parties to this contract that the funding provided under this contract for this specific project shall be the only funds provided by Augusta unless otherwise agreed to by Augusta and LWDC. Augusta shall adhere to the budget as outlined in the Work Write-Up (Exhibit B) in the performance of this contract. ARTICLE III. TERM OF CONTRACT The term of this Agreement shall commence on the date when this Agreement is executed by Augusta and LWDC (whichever date is later) and shall end at the completion of all program activities, within the time specified in Article II.C, or in accordance with ARTICLE X: Suspension and Termination. ARTICLE IV. DOCUMENTATION AND PAYMENT A. This is a pay-for-performance contract and in no event shall HCD provide advance funding to LWDC, or any subcontractor hereunder. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 6 B. LWDC shall not use these funds for any purpose other than the purpose set forth in this Agreement. C. Subject to LWDC’s compliance with the provisions of this Agreement, Augusta agrees to reimburse all budgeted costs allowable under federal, state, and local guidelines. D. All purchases of capital equipment, goods and services shall comply with the procurement procedures of OMB Circular A-110 "Uniform Administrative Requirements for Grant Agreements with Institutions of Higher Education, Hospitals and Other Non-Profit Organizations" as well as the procurement policy of Augusta. E. Requests by LWDC for payment shall be accompanied by proper documentation and shall be submitted to HCD, transmitted by a cover memo, for approval no later than thirty (30) calendar days after the last date covered by the request. For purposes of this section, proper documentation includes: Updated Exhibit A- schedule (Gantt Chart), Updated Exhibit B- Work Write-Up, and AIA Form. F. LWDC shall maintain an adequate financial system and internal fiscal controls. G. Unexpended Funds: Unexpended funds shall be retained by Augusta upon written request, Augusta may consider the reallocation of unexpended funds to eligible projects proposed by LWDC. H. The terms of this Agreement supersede any and all provisions of the Georgia Prompt Pay Act. I. Upon the sale of the detached single-family home at 20 Nicholas Street, HCD is to provide LWDC with any outstanding payments on approved invoices and related costs received within ten (10) business days. ARTICLE V. ADMINISTRATIVE REQUIREMENTS Conflict of Interest LWDC agrees to comply with the conflict of interest provisions contained in 24 CFR 85.36, 570.611, OMB Circular A-110 and OMB Circular A-102 as appropriate. This conflict of interest provision applies to any person who is an employee, agent, consultant, officer, or elected official or appointed official of LWDC. No person described above who exercises, may exercise or has exercised any functions or responsibilities with respect to the activities supported under this contract; or who are in a position to participate in a decision- making process or gain inside information with regard to such activities, may obtain any financial interest or benefit from the activities, or have a financial interest in any contract, sub- contract, or agreement with respect to the contract activities, either for themselves or those with whom they have business or family ties, during their tenure or for one year thereafter. For the purpose of this provision, "family ties", as defined in the above cited volume and provisions of the Code of Federal Regulations, include those related as Spouse, Father, Mother, Father-in-law, Mother-in-law, Step-parent, Children, Step-children, Brother, Sister, Brother-in-law, Sister-in-law, Grandparent, Grandchildren of the individual holding any interest in the subject matter of this Agreement. LWDC in the persons of Directors, Officers, Employees, Staff, Volunteers and Associates such as Contractors, Sub-contractors and Consultants shall sign and submit a Conflict of Interest Affidavit. (Affidavit form attached as part in parcel to this Agreement). Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 7 Augusta may, from time to time, request changes to the scope of this Agreement and obligations to be performed hereunder by LWDC. In such instances, LWDC shall consult with HCD/Augusta on any changes that will result in substantive changes to this Agreement. All such changes shall be made via written amendments to this Agreement and shall be approved by the governing bodies of both Augusta and LWDC. Statutes, regulations, guidelines and forms referenced throughout this Agreement are listed in Appendix A and are attached and included as part in parcel to this Agreement. ARTICLE VI. OTHER REQUIREMENTS A. LWDC agrees that it will conduct and administer activities in conformity with Pub. L. 88-352, "Title VI of the Civil Rights Act of 1964", and with Pub. L. 90-284 "Fair Housing Act" and that it will affirmatively further fair housing. One suggested activity is to use the fair housing symbol and language in LWDC publications and/or advertisements. (24 CFR 570.601). B. LWDC agrees that the ownership in the housing assisted units must meet the definition of “homeownership” in §92.2. C. LWDC agrees to comply with 24 CFR Part I, which provides that no person shall be excluded from participation in this project on the grounds of race, color, national origin, or sex; or be subject to discrimination under any program or activity funded in whole or in part with federal funds made available pursuant to the Act. D. No person employed in the work covered by this contract shall be discharged or in any way discriminated against because he or she has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable hereunder to his or her employer. (24 CFR 570.603) E. LWDC agrees that in accordance with the National Environmental Policy Act of 1969 and 24 CFR Part 58, it will cooperate with Augusta/HCD in complying with the Act and regulations, and that no activities will be undertaken until notified by Augusta/HCD that the activity is in compliance with the Act and regulations. Prior to beginning any project development activity, an environmental review must be conducted by HCD pursuant to (24 CFR 570.604). F. Consistent with the Flood Disaster Protection Act of 1973 (42 USC 4001-4128), LWDC agrees that funds shall not be expended for acquisition or construction in an area identified by the Federal Emergency Management Agency (FEMA) as having special flood hazards (representing the 100-year floodplain). Exceptions will be made if the community is participating in the National Flood Insurance Program or less than a year has passed since FEMA notification and flood insurance has been obtained in accordance with section 102(a) of the Flood Disaster Protection Act of 1973. G. LWDC agrees to take all reasonable steps to minimize displacement of persons as a result of assisted activities. Any such activities will be conducted in accordance with the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (URA) and the Housing and Community Development Act of 1974 (24 CFR 570.606). Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 8 H. LWDC agrees to comply with Executive Order 11246 and 12086 and the regulations issued pursuant thereto (41 CFR 60) which provides that no person shall be discriminated against on the basis of race, color, religion, sex, or national origin. LWDC will in all solicitations or advertisements for employees placed state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, national origin or familial status. I. LWDC will not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, or familial status. LWDC will take appropriate action to ensure that applicants are employed, and that employees are treated fairly during employment, without regard to their race, color, religion, sex, national origin, or familial status. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or advertising; lay-off or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. LWDC agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by Augusta setting forth the provisions of this nondiscrimination clause. J. In accordance with Section 570.608 of the CDBG Regulations, LWDC agrees to comply with the Lead Based Paint Poisoning Prevention Act pursuant to prohibition against the use of lead- based paint in residential structures and to comply with 24 CFR 570.608 and 24 CFR 35 with regard to notification of the hazards of lead-based paint poisoning and the elimination of lead- based paint hazards. K. LWDC agrees to comply with 24 CFR 570.609 with regards to the direct or indirect use of any contractor during any period of debarment, suspension, or placement in ineligibility status. No contract will be executed until such time that the debarred, suspended, or ineligible contractor has been approved and reinstated by HCD. L. In accordance with 24 CFR part 24, subpart F, LWDC agrees to administer a policy to provide a drug-free workplace that is free from illegal use, possession or distribution of drugs or alcohol by its beneficiaries as required by the Drug Free Workplace Act of 1988. M. Any publicity generated by LWDC for the project funded pursuant to this Agreement, during the term of this Agreement or for one year thereafter, will make reference to the contribution of HCD in making the project possible. The words “Augusta, Georgia Department of Housing and Community Development" will be explicitly stated in any and all pieces of publicity; including but not limited to flyers, press releases, posters, brochures, public service announcements, interviews, and newspaper articles. N. LWDC shall comply with all applicable laws, ordinances and codes of the federal, state, and local governments and shall commit no trespass on any public or private property in performing any of the work embraced by this contract. LWDC agrees to obtain all necessary permits for intended improvements or activities. O. LWDC shall not assign any interest in this contract or transfer any interest in the same without the prior written approval of Augusta. P. LWDC agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by HCD, setting forth the provisions of this nondiscrimination clause. Except as prohibited by law or the March 14, 2007, Court Order in the case Thompson Wrecking, Inc. v. Augusta, Georgia, Civil Action No. 1:07-CV-019 (S.D. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 9 GA 2007). ANY LANGUAGE THAT VIOLATES THIS COURT ORDER IS VOIDABLE BY THE AUGUSTA GOVERNMENT. LWDC agrees to comply with any federally mandated requirements as to minority and women owned business enterprises. Q. All contractors and subcontractors entering into contracts with Augusta, Georgia for the physical performance of services shall be required to execute an Affidavit verifying its compliance with O.C.G.A § 13-10-91, stating affirmatively that the individual, firm, or corporation which is contracting with Augusta, Georgia has registered with and is participating in a federal work authorization program. All contractors and subcontractors must provide their E-Verify number and must be in compliance with the electronic verification of work authorized programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603, in accordance with the applicability provisions and deadlines established in O.C.G.A. § 13-10-91 and shall continue to use the federal authorization program throughout the contract term. All contractors shall further agree that, should it employ or contract with any subcontractor in connection with the physical performance of services pursuant to its contract with Augusta, Georgia, the contractor will secure from such subcontractors each subcontractor’s E-Verify number as evidence of verification of compliance with O.C.G.A §13-10-91 on the subcontractor affidavit provided in Rule 300-10-01-.08 or a substantially similar form. All contractors shall further agree to maintain records of such compliance and provide a copy of each such verification to HCD at the time the subcontractors are retained to perform such physical services. R. LWDC agrees that low and moderate income persons reside within Augusta-Richmond County and that contract for work in connection with the project be awarded to eligible businesses which are located in or owned in substantial part by persons residing in Richmond County. (24 CFR 570.697) Utilization of contractors and/or subcontractors outside of the Augusta, Georgia- Richmond County area is not desirable. S. LWDC agrees to comply with the prohibitions against discrimination on the basis of age under the Age Discrimination Act of 1975 (42 U.S.C. 6101-07) and implementing regulations at 24 CFR part 146 and the prohibitions against otherwise qualified individuals with handicaps under section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 794) and implementing regulations at 24 CFR part 8. For purposes of the emergency shelter grants program, the term dwelling units in 24 CFR Part 8 shall include sleeping accommodations. T. LWDC will not discriminate against any employee or applicant for employment on the basis of religion and will not give preference of persons on the basis of religion. LWDC will not discriminate against any person applying for shelter on the basis of religion. LWDC will provide no religious instruction or counseling, conduct no religious worship or services, engage in no religious proselytizing, and exert no religious influence in the provision of shelter and other eligible activities funded by this grant. U. Indirect costs will only be paid if LWDC has indirect cost allocation plan approved by the Augusta Housing and Community Development prior to the execution of this Contract. V. HCD shall not approve any travel or travel related expenses to LWDC with funds provided under this. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 10 W. Construction Requirements In the absence of local codes, properties must meet the HUD Section 8 Housing Quality Standards [HQS]. All housing assisted under this Agreement is “new construction” by definition and therefore must meet the local building codes for new housing in Augusta, Georgia, as applicable. LWDC is required by state and local laws, to dispose of all site debris, trash, and rubble from the project be transported to and disposed of at the Augusta, Georgia Solid Waste Landfill in accordance with local and state regulations. The contractor shall provide evidence of proper disposal of, the name and location of the disposal facility, date of disposal and all related fees. Augusta, Georgia may, at reasonable times, inspect the part of the plant, place of business, or work site of LWDC or any subcontractor of LWDC or subunit thereof which is pertinent to the performance of any contract awarded or to be awarded by Augusta Housing & Community Development Department. ARTICLE VII. SUSPENSION AND TERMINATION A. In the event LWDC materially fails to comply with any terms of this Agreement, including the timely completion of activities as described in the timetable and/or contained in ARTICLE II.C, Augusta, Georgia may withhold cash payments until LWDC cures any breach of the Agreement. If LWDC fails to cure the breach, Augusta may suspend or terminate the current award of funds. LWDC will not be eligible to receive any other funding. B. Damages sustained as a result of any breach of this Agreement. In addition, to any other remedies it may have at law or equity, HCD may withhold any payments to LWDC for the purposes of offsetting the exact amount of damages once determined. C. In the best interest of the project and to better serve the people in the target areas and fulfill the purposes of the Laney Walker/ Bethlehem Revitalization project, either party may terminate this Agreement upon giving thirty (30) day notice in writing of its intent to terminate, stating its reasons for doing so. In the event Augusta terminates this Agreement, Augusta shall pay LWDC for documented committed eligible costs incurred prior to the date of notice of termination. D. Notwithstanding any termination or suspension of this Agreement, LWDC shall not be relieved of any duties or obligations imposed on it under this Agreement with respect to HCD funds previously disbursed or income derived therefrom. E. To the extent that it does not alter the scope of this Agreement, Augusta, GA may unilaterally order a temporary stopping of the work or delaying of the work to be performed by LWDC under this contract. ARTICLE VIII. NOTICES Whenever either party desires to give notice unto the other, such notice must be in writing, sent by certified United States mail, return receipt requested, addressed to the party for whom it is intended, at the place last specified, and the place for giving of notice shall remain such until it shall have been changed by written notice. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 11 Augusta will receive all notices at the address indicated below: Office of the Administrator ATTN: Odie Donald, II, Administrator Municipal Building 535 Telfair Street, Suite 910 Augusta, Georgia 30901 With copies to: Augusta Housing and Community Development Department ATTN: Hawthorne Welcher, Jr., Director 510 Fenwick Street Augusta, Georgia 30901 Laney Walker Development Corporation will receive all notices at the address indicated below: Laney Walker Development Corporation ATTN: Edith Peebles 851 Laney Walker Blvd. Augusta, GA 30903 With copies to: Kamath, LLC ATTN: Dr. Kamath, 1756 Broad Street Augusta, GA 30904 ARTICLE IX. INDEMNIFICATION LWDC will at all times hereafter indemnify and hold harmless Augusta, its officers, agents, and employees, against any and all claims, losses, liabilities, or expenditures of any kind, including court costs, attorney fees and expenses, accruing or resulting from any or all suits or damages of any kind resulting from injuries or damages sustained by any person or persons, corporation, or property, by virtue of the performance of this Agreement. By execution of this Agreement, LWDC specifically consents to jurisdiction and venue in the Superior Court of Richmond County, Georgia and waives any right to contest jurisdiction or venue in said Court. Should it become necessary to determine the meaning or otherwise interpret any work, phrase, or provision of this Agreement, or should the terms of this Agreement in any way be the subject of litigation in any court of laws or equity. It is agreed that the laws of the State of Georgia shall exclusively control the same. The parties hereto do agree to bind themselves, their heirs, executors, administrators, trustees, successors, and assigns, all jointly and severally under the terms of this Agreement. ARTICLE X. PRIOR AND FUTURE AGREEMENTS This Document incorporates and includes all prior negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements, or understandings concerning the subject matter of this Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 12 Agreement that are not contained in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior representations or agreements whether oral or written. HCD is not obligated to provide funding of any kind to LWDC beyond the term of this Agreement. LWDC warrants that no person or selling agency has been employed or retained to solicit or secure this Agreement upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee, excepting bona fide employees or bona fide established commercial or selling agencies maintained by LWDC for the purpose of securing business and that LWDC has not received any non- Augusta fee related to this Agreement without the prior written consent of HCD. For breach or violation of this warranty, HCD shall have the right to annul this Agreement without liability or at its discretion to deduct from the Agreement prices of consideration the full amount of such commission, percentage, brokerage, or contingent fee. ARTICLE XI. LEGAL PROVISIONS DEEMED INCLUDED Each and every provision of any law or regulations and clause required by law or regulation to be inserted in this Agreement shall be deemed to be inserted herein and this Agreement shall be read and enforced as though it were included herein and if, through mistake or otherwise, any such provision is not inserted or is not correctly inserted, then upon application of either party this Agreement shall forthwith be amended to make such insertion. ARTICLE XII. DISCLAIMER Any and all language in this Agreement pertaining to HUD regulations and/or the utilizations of HOME funding is deemed voidable when utilizing Laney Walker Bond funds in its entirety. However, if there are any federal funds utilized by this project, including Homebuyer Subsidy funds, this Agreement will be enforceable in its entirety. ARTICLE XIII. COUNTERPARTS This Agreement is executed in two (2) counterparts– each of which shall be deemed an original and together shall constitute one and the same Agreement with one counterpart being delivered to each party hereto. ARTICLE XIV. INSURANCE The DEVELOPER/CONTRACTOR shall provide, at all times that this Agreement is in effect, Insurance with limits of not less than: A. Workmen’s Compensation Insurance – in accordance with the laws of the State of Georgia. B. Public Liability Insurance – in an amount of not less than One Million ($1,000,000) Dollars for injuries, including those resulting in death to any one person, and in an amount of not less than One Million ($1,000,000) Dollars on account of any one occurrence. C. Property Damage Insurance – in an amount of not less than One Million ($1,000,000) Dollars from damages on account of an occurrence, with an aggregate limit of One Million ($1,000,000) Dollars. D. Valuable Papers Insurance – in an amount sufficient to assure the restoration of any plans, drawings, field notes, or other similar data relating to the work covered by the Project. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 13 E. Professional Liability Insurance – in an amount of not less than One Million ($1,000,000) Dollars or an amount that correlates to the aggregate fee on the project should it exceed $1,000,000. IN WITNESS WHEREOF, the parties have set their hands and seals as of the date first written above: Approved as to Form by (please initial here): Augusta, GA Law Department Date: ____________________ By: __________________________________ Mayor Hardie Davis, Jr., as its Mayor Date: ____________________ By: _______________________________ Odie Donald, II, as its Administrator Date: _____________________ By: _________________________________ Hawthorne Welcher, Jr., as its Director Date: _____________________ By: ________________________ Lena Bonner, as its Clerk of Commission Affix Seal Here: ATTEST: LWDC ATTEST: KAMATH, LLC By: _________________________ Owner _________________________ Owner Date: _______________________ By: _________________________ Owner Date: _______________________ Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 14 APPENDIX 1 Architectural Plans/Designs Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 15 APPENDIX 2 American Institute of Architects (AIA) Form - Sample Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 16 APPENDIX 3 Statutes: (Available on Request) OMB Circular A-110 - Uniform Administrative Requirements for Grants and Agreement with Institutions of Higher Education, Hospitals, and Other Non-Profit Organizations OMB Circular A- 122 - Cost Principles for Non-Profit Organizations OMB Circular A-133 - Audits of Institutions of Higher Education & other Non-Profit Institutions 40 USC 276 Davis-Bacon Act 40 USC 327 Contract Work Hours and Safety Standard Act Uniform Relocation Assistance and Real Property Acquisition Policies Act Lead Based Paint Poisoning Prevention Act 24 CFR 35 – HUD Requirements for Notification, Evaluation and Reduction of Lead-Based Paint Hazards in Housing Receiving Federal Assistance and Federally-Owned Residential Property being sold, Final Rule Augusta, Georgia- Richmond County Procurement Policy Conflict of Interest Affidavit Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 17 APPENDIX 4 CONSTRUCTION REQUIREMENTS 1. All construction projects shall comply with Federal, State, and local codes and ordinances, including, but not limited to, the following: A. All work shall be in compliance with the International Building Code current edition of National Electric Code, International Plumbing and Mechanical Code, and ADA 2010 Guidelines. B. Georgia Energy Code International Energy Conservation Code (IECC-2015). C. Williams-Steiger Occupational Safety and Health Act of 1970, Public Law 91-596. D. Part 1910 – Occupational Safety and Health Standards, Chapter XVII of Title 29, Code of Federal Regulations (Federal Register, Volume 37, Number 202, October 18, 1972). E. Part 1926 - Safety and Health Regulations for Construction, Chapter XVII of Title 29, Code of Federal Regulations (Federal Register, Volume 37, Number 243, December 16, 1972. F. Section 106 of the National Historic Preservation Act (16 U.S.C. 470f'). 2. Project Review. All plans, specifications, work write-ups, projected cost estimates, punch lists or other means of outlining work on a particular project will be submitted in writing to HCD for review and approval prior to bidding. HCD Construction and Rehabilitation Inspectors or HCD’s agent will review these items for compliance with new construction and/or rehabilitation standards and materials use. 3. Rehabilitation Standards. All rehabilitation work will comply with the "Uniform Physical Condition Standards for HUD Housing." Workmanship and material standards will comply with the Antioch Ministries, Inc. -Richmond County Housing & Community Development Department Contractors Manual and Performance Standards. A copy of this manual is provided to every contractor when included on the HCD Approved Contractors List. A copy is enclosed for inclusion. 4. Inspections. All projects will be inspected and approved by an HCD Construction and Rehabilitation Inspector or HCD’s agent prior to release of the funds for that project. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 18 APPENDIX 5 CONTRACTOR ACKNOWLEDGEMENT Larry L. McCord Design Build, LLC acknowledges that this contract and any changes to it by amendment, modification, change order or other similar document may have required or may require the legislative authorization of the Board of Commissioner and approval of the Mayor. Under Georgia law, Larry L. McCord Design Build, LLC is deemed to possess knowledge concerning HCD ability to assume contractual obligations and the consequences of Contractor’s provision of goods or services to HCD under an unauthorized contract, amendment, modification, change order or other similar document, including the possibility that Larry L. McCord Design Build, LLC may be precluded from recovering payment for such unauthorized goods or services. Accordingly, Larry L. McCord Design Build, LLC agrees that if it provides goods or services to Augusta, Georgia under a contract that has not received proper legislative authorization or if Larry L. McCord Design Build, LLC provides goods or services to Augusta, Georgia in excess of the any contractually authorized goods or services, as required by Augusta, Georgia’s Charter and Code, Augusta, Georgia may withhold payment for any unauthorized goods or services provided by Larry L. McCord Design Build, LLC. Larry L. McCord Design Build, LLC assumes all risk of non-payment for the provision of any unauthorized goods or services to Augusta, Georgia (Laney Walker/Bethlehem Revitalization Project), and it waives all claims to payment or to other remedies for the provision of any unauthorized goods or services to Augusta, Georgia, however characterized including, without limitation, all remedies at law or equity. This acknowledgement shall be a mandatory provision in all Augusta, Georgia contracts for goods and services, except revenue producing contracts. ____________________________________ Name Larry L. McCord Design Build, LLC, Owner Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 19 EXHIBIT A PROJECT SCHEDULE OF COMPLETION LWDC MUST PROVIDE A COMPLETED SCHEDULE OF COMPLETION AS EXHIBIT A- WITH APPROPRIATE PROJECT MILESTONES WITHIN 10 TO 15 DAYS AFTER SIGNING THIS AGREEMENT. THIS SCHEDULE MUST BE PROVIDED IN SUFFICIENT DETAIL TO PERMIT HCD TO MONITOR AND ASSESS PROGRESS IN CONNECTION WITH THE PERFORMANCE OF THIS AGREEMENT. A SAMPLE SCHEDULE IS PROVIDED. Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 20 EXHIBIT B WORK WRITE-UP Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 21 EXHIBIT C PROJECT DEVELOPMENT AND MANAGEMENT PROCEDURES 1. HCD must review and approve all new construction work, project specifications and total development cost for each residential development project before work is commenced and before funds can be released for payment reimbursement. Construction payments will be released to LWDC in accordance with the attached drawdown schedule and budget. 2. HCD will provide the lot on which all new construction efforts will be performed under this Agreement and in connection with the project. 3. With HCD approval, LWDC may use funds under this Agreement for the following purposes: a. To support development costs as outlined in Item 6 below. 4. Completion delays, remedies, and penalties. a. If the Contractor fails to complete the work within the time frame specified in the contract, plus any authorized delays, HCD may: i. Terminate the contractor in accordance with the “Provisions for Augusta Housing and Community Development Department (HCD)” clause of this contract. ii. Assess liquidated damages of Two Hundred Dollars ($200) per working day from the schedule of completion to the date of final acceptance of the project. The total amount of liquidated damages will be deducted from the total contract price, plus any change order amounts. b. The contractor shall not be charged with liquidated damages for any delays in the completion of the work due: i. To any acts of the Federal, State, or City/County Government; including controls or restrictions upon or requisitioning of materials, equipment, tools or labor by reason of war, National Defense, or any other National, State, or City/County emergency. ii. To any acts of the Owner that hinder the progress of the work; iii. To cause not reasonable foreseeable by the parties in this contract at the time the execution of the contract which are beyond the control and without the fault or negligence of the Contractor; including but not restricted to acts of God; acts of the public enemy; acts of another contractor in the performance of some other contract with the owner; fires; floods; epidemics; quarantine restrictions; strikes; freight embargoes; and weather or unusual severity such as hurricanes, tornadoes, cyclones, and other extreme weather conditions; and iv. To any delay of the subcontractor occasioned by any other causes specified in subparagraphs A and B above. Provided, however, that the contractor promptly (within 10 days) notifies HCD and LWDC in writing of the cause of the delay. If the facts show the delay to be properly excusable under the terms of this contract, HCD shall extend the contract time by a period commensurate with the period of authorized delay to the completion of the work as whole; in the form of an amendment to this contract. 5. New Construction Costs and Requirements Augusta Housing & Community Development Department 20 Nicholas Street Contract Page 22 a. LWDC will provide construction management for the project to ensure that construction work is being carried out in accordance with plans, specifications and the project budget. b. LWDC must make sure contractors obtain and post all permits on job site. c. LWDC must collect progress and final lien releases from the contractor, subcontractors, and material suppliers prior to making a payment to a contractor. d. HCD or its agent may continually inspect each house for contract compliance and to determine the percent of completion prior to processing a draw request and releasing payment. HCD may choose not to release payments if the work being performed is not of acceptable quality to HCD and if the house is not being built or rehabilitated in accordance with plans and specifications, or if the project is not on schedule. 6. Permanent Financing and Sales Prices a. The sales price of each home sold in accordance with this Agreement must be based on a formal appraisal. Unless otherwise agreed to by HCD, the sales price of each house shall not exceed the appraised value of the house. b. The purchasers of houses constructed must meet the Augusta, GA requirements. c. Buyers will be required to borrow no less than 80% of the sale prices of the house from a private lending institution unless otherwise agreed to by HCD. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE REQUIRED TO VISIT THE PREMISES TO INSPECT EXISTING CONDITIONS, BECOME FAMILIAR WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATE PERSONAL OBSERVATIONS WITH REQUIREMENTS OF THE DRAWINGS. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH COUNTY REGULATIONS AND CODES, O.S.H.A. STANDARDS, THE CODE STANDARDS LISTED, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER AND THE ARCHITECT. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS. ALL CONTRACTORS SHALL OBTAIN NECESSARY AND APPLICABLE, CITY/COUNTY PERMITS, INSPECTIONS AND APPROVAL PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS AND CERTIFICATES TO OWNER UPON REQUEST. CONTRACTOR SHALL BE REQUIRED TO COORDINATE WORK SCHEDULE TO MINIMIZE DISRUPTION OF NORMAL ACTIVITIES AND TO AVOID INTERFERENCE WITH ADJACENT OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO PROTECT SURROUNDINGS, MATERIALS AND EXISTING FINISHES THROUGHOUT ALL PHASES OF CONSTRUCTION AREAS AND OCCUPIED OR PUBLIC AREAS TO BE MAINTAINED BY CONTRACTOR. DAMAGE TO EXISTING-TO-REMAIN CONSTRUCTION, MATERIALS OR EQUIPMENT TO BE RESTORED TO ORIGINAL CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF TRASH AND DEBRIS FROM JOB SITE ON A DAILY BASIS. FINAL CLEAN-UP WITHIN SCOPE OF WORK: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECESSARY TO THE COMPLETION OF THE JOB ON A TIMELY BASIS. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT TO ARCHITECT ANY DISCREPANCIES FOR CLARIFICATION ALL WORK SHALL BE IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, CURRENT EDITION OF NATIONAL ELECTRIC CODE, INTERNATIONAL PLUMBING, AND MECHANICAL CODE, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, ALL MANUFACTURERS RECOMMENDATIONS, AND ALL OTHER APPLICABLE CODES. THE DESIGN PROFESSIONAL DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANY RESPECT OTHER THAN THAT OUR PROFESSIONAL WORK AND JUDGEMENT RENDERED MEET THE STANDARDS OF CARE OF OUR PROFESSION. THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN HEREON ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER SHOWN HEREON OR NOT, PRIOR TO ANY EXCAVATION ANY DAMAGES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THE FLOOR ON BOTH SIDES OF A DOOR SHALL BE LEVEL AND SHALL HAVE THE SAME ELEVATION ON BOTH SIDES OF THE DOOR, FOR A DISTANCE ON EACH SIDE EQUAL TO THE WIDTH OF THE WIDEST SINGLE DOOR. FIRE EXTINGUISHERS SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A MINIMUM OF 2A-10BC AND SHALL BE INSTALLED AT A MAXIMUM OF 48" A.F.F. TO THE TOP OF THE HANDLE. PROVIDE CONT. SOLID BLOCKING, AS REQUIRED, IN WALLS TO RECEIVE ACCESSORY ITEMS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: HANDRAILS TOILET ROOM ACCESSORIES GRAB BARS FIRE EXTINGUISHER CABINETS & BRACKETS CABINETS AND SHELVES CLEAN WALLS, DOORS, DOOR FRAMES, HANDRAILS, GUARDRAILS, ETC. PER MANUFACTURERS RECOMMENDATIONS PRIOR TO SEALING AND PAINTING. REFER TO THE STRUCTURAL DRAWINGS FOR INFORMATION ON CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS AND CONCRETE AND MASONRY WALLS. SLAB JOINTS ARE SPECIFIED AND LOCATED ON THE STRUCTURAL DRAWINGS. TEMPORARY SIGNS: PROVIDE SIGNS AS REQUIRED TO INFORM PUBLIC AND INDIVIDUALS SEEKING ENTRANCE TO PROJECT. PROVIDE TEMPORARY, DIRECTIONAL SIGNS FOR CONSTRUCTION PERSONNEL AND VISITORS. MAINTAIN AND TOUCHUP SIGNS SO THEY ARE LEGIBLE AT ALL TIMES. APPLICANT OWNER'S REP/ 24 HOUR CONTACT ARCHITECT MECHANICAL ENGINEER STRUCTURAL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. MARK LORAH, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: mlorah@thejlagroup.com AUGUSTA HOUSING AND COMMUNITY DEVELOMENT 925 LANEY WALJER BK=LVD. #2, AUGUSTA, GA. 30901 SHANNA CARKHUM 706-821-1797 EMAIL: SCarkhum@augustaga.gov JOHNSON, LASCHOBER AND ASSOCIATES, P.C. CURTIS WILLIAMSON, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: cwilliamson@thejlagroup.com JOHNSON, LASCHOBER AND ASSOCIATES, P.C. WATSON LEE DORN lll, AIA. REGISTERED ARCHITECT 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: ldorn@theJLAgroup.com JOHNSON, LASCHOBER AND ASSOCIATES, P.C. WATSON LEE DORN III, AIA, REGISTERED ARCHITECT 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: ldorn@thejlagroup.com CIVIL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. TREVOR WIMBERLY, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: twimberly@thejlagroup.com ELECTRICAL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. HOWARD WAYT, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: hwayt@thejlagroup.com WALL TYPE TYPICAL DIMENSION INDICATOR DETAIL/PLAN KEY SECTION KEYS DIRECTION OF SECTION INTERIOR ELEVATION KEY REVISION INDICATION REVISION NUMBER AREA REVISED DOOR NUMBER GLASS TYPE DRAWING NAME ENLARGED DETAIL INDICATOR DIRECTION OF SECTION TERMINATION OF SECTION DETAIL LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF DETAIL BUILDING SECTION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF SECTION WALL SECTION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF SECTION DETAIL LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF DETAIL COLUMN GRID REFERENCE TERMINATION OF SECTION DRAWING SCALE DRAWING LOCATION ON SHEET GRID A 1 View Name SCALE: 1/8" = 1'-0"A101 A1 A-101 SIM A1 A-101 SIM A1 A-101 SIM A1 A-101 SIM 01_FLOOR 12'-0" 1 201A CENTERLINE 9 1/2" FLOOR ELEVATION ROOM NAME AND AREA A ELEVATION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF ELEVATION DIRECTION OF ELEVATION A-8011 ROOM NAME 101 150 SF 1i A-201 A1 SHEET IDENTIFIER FOR LOCATION OF DETAIL BUILDING ELEVATION KEY ELEVATION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF ELEVATION DIRECTION OF ELEVATION A-4011 6" 8' - 0 " 4'-0" GENERAL CONTRACTOR: PROJECT: 3"3" 2' - 4 " 3" 2'- 1 0 " 2' - 4 " 1 1/2" HIGH ARIAL TEXT (BLACK) PROJECT TEXT TO MATCH OWNER/BUILDER PREFERENCE 3" WIDE BORDER AROUND PERIMETER OF SIGN JLA IMAGE w/ BORDER 1 1/2" HIGH ARIAL TEXT (BLACK) CONTRACTOR NAME AND LOGO- STYLE AND COLORS AS REQUIRED 4x4 SUPPORT POST TO EXTEND 2'-0" BELOW GRADE GRADE ARCHITECT/ENGINEER: 1 1/2" HIGH ARIAL TEXT (BLACK) 3" AUGUSTA HOUSING AND COMMUNITY DEVL. 925 LANEY WALKER BLVD. # 2, AUGUSTA, GA. 30901 20 NICHOLAS STREET INDEX OF DRAWINGS PROJECT TEAM PROJECT LOCATION MAPGENERAL NOTES: GRAPHIC SYMBOLS JOBSITE SIGN 20 NICHOLAS ST, AUGUSTA GA. 30901 CODE STANDARDS JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 6/3/2021 9/7/2021 9:20:15 AM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_20 Nicholas Street_C Walker.rvt 0 LLC WLD G-001 COVER SHEET G-001 COVER SHEET ARCHITECTURAL A-001 ARCHITECTURAL SITE PLAN A-100 FLOOR PLAN A-301 ROOF PLAN/WALL SECTION & DETAILS A-401 EXTERIOR ELEVATIONS A-701 DOOR, WINDOW SCHEDULE, DETAILS, ROOM FINISH SCHEDULE STRUCTURAL S-001 GENERAL NOTES S-101 FOUNDATION & SLAB PLAN AND CONCRETE SECTIONS & DETAILS S-201 SECOND FLOOR AND ROOF FRAMING S-601 WOOD SECTIONS AND DETAILS ELECTRICAL E-101 ELECTRICAL PLAN 2018 EDITION, W/ GEORGIA AMENDMENTS REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/ CONSTRUCTION IRC-INTERNATIONAL RESIDENTIAL CODE SEE BELOW FOR ENERGY CODE REQUIREMENTS AMENDMENTS PER AUGUSTA RICHMOND COUNTY PLANNING & DEVELOPMENT DEPARTMENT: CEILING R-VALUE: 38* WOOD FRAME WALL R-VALUE: 13 *CEILINGS w/ ATTIC SPACES. WHERE R-38 WOULD REQUIRED R-38 NSULATION IN THE CEILING, INSTALLING R-30 OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-38 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 INSULATION EXTENDS COPLETELY OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPRAOCH IN SECTION R402.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.5 X XXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXX S S S S S BUILDING SET BACK 33 ' - 1 0 " BU I L D I N G D I M . 46 ' - 2 " BU I L D I N G S E T B A C K 20 ' - 0 " BUILD SET BACK 24'-0" 10 0 ' -00 " 76.05' BUILDABLE AREA BUILDABLE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA MA P L E S T R E E T 3 0 ' R / W DRAINAGE SWALE AROUND HOUSE DRAINAGE SWALE AROUND HOUSE Sd1 Sd1 Sd1 Sd1 Sd1 Co Ds4 Ds4 Ds4 Ds4 SILT FENCE SILT FENCE SILT FENCE MA I N S E W E R L I N E BUILDING DIM. 27'-10 1/2" HAVC LOCATION TO BE COORDINATED ON SITE W/ CONTRACTOR 3 TON HAVC SPLIT SYSTEM W/ 1.5 TON PER FLOOR N I C H O L A S S T R E E T 50' R/W 10'-0" 10'-0" 30 ' - 0 " Sd1 EROSION, SEDIMENTATION & POLLUTION CONTROL LEGEND Ds4 CO SEDIMENT BARRIER Sd1-A TYPE "A" SILT FENCE Sd1-B TYPE "B" SILT FENCE Sd1-C TYPE "C" SILT FENCE Sd1-S SANDBAGS Sd1-HB HAYBALES Sd1-Bb BRUSH BARRIER Sd1-M MULCH DISTURED AREA STABIUZATION (WITH SODDING CONSTRUCTION EXIT JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 6/3/2021 8/30/2021 3:17:18 PM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_20 Nicholas Street_C Walker.rvt 0 LLC WLD A-001 ARCHITECTURAL SITE PLANSCALE: 1/8" = 1'-0"A-001 1 ARCHITECTURAL SITE PLAN N SCALE: 1/8" = 1'-0" 24 FT.1684210 REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/ CONSTRUCTION DW D W WH Ra n g e R UP AT T I C AC C E S S GARAGE GREAT ROOM MUD ROOM PORCH KITCHEN DINING ENTRY PORCH 10 ' - 3 1 / 2 " 13 ' - 3 " 7'- 1 1 / 2 " 11 ' - 0 " 4' - 6 " 10 ' - 3 1 / 2 " 35 ' - 1 0 1 / 2 " 46 ' - 2 " 7'-2 1/2"9'-8"2'-4"3'-2"3'-2"2'-4" 16'-10 1/2"11'-0" 27'-10 1/2" 9' - 6 1 / 2 " 6' - 2 1 / 2 " 8' - 1 1 " 11 ' - 7 1 / 2 " 9' - 1 0 1 / 2 " 36 ' - 3 1 / 2 " 2'-2"8'-3"2'-2"7'-8 1/2"5'-0"2'-7" 12'-7"15'-3 1/2" 27'-10 1/2" 12'-1 1/2"15'-9" 10 ' - 7 1 / 2 " 6' - 3 " 19 ' - 0 " 12'-1 1/2"5'-3 1/2"5'-6 1/2"4'-11" 30 ' - 8 " 5' - 7 1 / 2 " E E A F F A 106A 108 105 106 2 A-301 POW. RM.STOR. 107 PORCH DIM. 5'-10" HIDDEN LINE TO SHOW FLOOR ABOVE C C C 104 101 1'-3"7'-7"7'-5 1/2" 6'-0 1/2"6'-0"4'-10" PORCH DIM. 3'-8" PANTRY B E 1'-11" -0' - 4" 0' - 0" -0' - 4" -0' - 4" FRONT PORCH REAR PORCH 8X8 DECLARATIVE COLUMN TEMPERED GLASS TEMPERED GLASS 15'-3 1/2" BUILDING DIM.2'-0" 8" BOX BEAM ABOVE M. BEDROOM BEDROOM 1 BEDROOM 3 W.I.C M. BATH HALL BEDROOM 2 2 A-301 20'-4" 15'-1" 3'-1 1/2" 38'-6 1/2" 27'-10 1/2" 5'-0" 9'-0" 12'-6 1/2" 3'-1 1/2" 29'-8" 9'-10 1/2" 39'-6 1/2" 3'-11"6'-2 1/2"2'-5 1/2"7'-7 1/2"7'-8" 7'-6"5'-1" 27'-10 1/2" 12'-4" 4'-10" 11'-1" 10'-3 1/2" 11'-10 1/2"4'-7"11'-5" 12'-7"15'-3 1/2" C F C C C G G H 8'-0"4'-1 1/2"1'-9 1/2"6'-1 1/2"7'-10" 201A 202 206 206A 205A 205 10'-4 1/2"2'-3 1/2"3'-9 1/2"11'-5" 1 3 5 .0 0 ° 6'-1" 7'-1" 5'-3 1/2" 11'-2 1/2" BATH 203 201 202A 202B OPEN TO BELOW CLOSET CLOSET CLOSET LINEN GUARDRAIL R-13 BATT INSULATION 1/2" PLY SHEATHING CEMENT BOARD SIDING 5/8" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE TYVEK BUILDING WRAP 2x4 WOOD STUDS @ 16" O.C. 2x SYP WOOD STUD WALL 16" O.C 5/8 GYSUM WALLBOARD TO EA. SIDE W/ JOINTS & NAILHEADS COVERED W/ TAPE & JOINT COMPOUND 1'-4" 2x SYP WOOD STUD WALL 16" O.C (SEE STRUCT. DWGS. FOR STUD WIDTHS) 5/8 GYPSUM WALLBOARD TO EA. SIDE W/ JOINTS & NAILHEADS COVERED W/ TAPE & JOINT COMPOUND JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 6/3/2021 9/7/2021 9:41:12 AM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_20 Nicholas Street_C Walker.rvt 0 LLC WLD A-100 FLOOR PLAN SCALE: 1/4" = 1'-0"A-100 1 GROUND FLOOR PLAN SCALE: 1/4" = 1'-0"A-100 2 SECOND FLOOR PLAN GENERAL NOTES: IT IS THE INTENT OF THE DESIGNER THAT THE REQUIREMENTS OF THE CURRENTLY-ENFORCED INTERNATIONAL RESIDENTIAL CODE (IRC) BE MET IN ALL ASPECTS OF THIS PROJECT. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS AND APPROVALS NECESSARY TO INITIATE & COMPLETE SPECIFIED WORK. 2. ALL SITEWORK CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT APPLICABLE BUILDING CODES & LOCAL REGULATIONS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY OWNER IMMEDIATELY OF ANY CONDITIONS THAT DO NOT COMPLY WITH PROPOSED PLANS AND ASSOCIATED SPECIFICATIONS. 4. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY PROBLEMS / DISCREPANCIES DUE TO UNFORESEEN CONDITIONS. 5. THE DESIGN ADEQUACY & SAFETY OF ALL TEMPORARY SUPPORTS, BRACING & SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. CONTRACTOR SHALL SECURE VERIFICATION / APPROVAL IN WRITING FROM THE OWNER FOR ANY REQUESTED CHANGE ORDERS PRIOR TO COMMENCING WORK ASSOCIATED WITH CHANGE ORDER. 7. CONTRACTOR SHALL MAINTAIN NEAT AND ORDERLY CONSTRUCTION SITE AT ALL TIMES AND NOT ALLOW THE UNNECESSARY PILE-UP OF CONSTRUCTION DEBRIS / MATERIALS. [CONTRACTOR'S STAGING AREA / DUMPSTER LOCATION SHALL BE APPROVED BY THE OWNER AND / OR CITY AUTHORITIES PRIOR TO THE COMMENCEMENT OF WORK.] 8. CONTRACTOR SHALL VERIFY WITH OWNER ALL STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING CONDITIONS REQUIRING ENGINEER'S / CONSULTANT'S APPROVAL. 9. CONTRACTOR SHALL CAREFULLY COORDINATE WITH OWNER AND SECURE APPROVAL FOR LOCATIONS OF ALL MECHANICAL COMPONENTS, ELECTRICAL PANEL, METERS, MECHANICAL UNITS, & HOT WATER HEATERS, AS APPLICABLE. 10. BUILDING SHALL REMAIN WATER TIGHT & SECURE AT ALL TIMES (ASAP). 11. THE DESIGNER WAIVES ALL RESPONSIBILITY & LIABILITY FOR CONTRACTOR'S FAILURE TO FOLLOW THE ASSOCIATED PLANS, SCHEDULES, & THE DESIGN CONVEYED BY ASSOCIATED PLANS & SCHEDULES, OR FOR ANY PROBLEMS WHICH MAY ARISE FROM OTHER'S FAILURE TO OBTAIN / FOLLOW THE DESIGNER'S / OWNER'S GUIDANCE WITH RESPECT TO ANY INCONSISTENCIES, ERRORS, OMISSIONS, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. WINDOWS/DOORS: 1. SPECIFIED WINDOWS: VINYL CLAD WOOD, SINGLE HUNG OR FIXED (SEE PLAN), 7/8" SDL W/ SPACER BAR. DP-50, INSULATED GLASS MIN. U=0.35. 2. PROPOSED BEDROOM WINDOWS SHALL MEET CURRENT IRC EGRESS REQUIREMENTS. 3. SOLID CORE INTERIOR DOORS AT BATHROOM AND BEDROOM ENTRY DOORS. 4. HOLLOW CORE DOORS AT CLOSETS. 5. COMPOSITE INTERIOR DOORS ARE ACCEPTABLE. 6. EXTERIOR DOORS -INSULATED FIBERGLASS (PAINTED) MISC./FINISHES/ALLOWANCES: 1. VERIFY ALL FIXTURES, FITTINGS, APPLIANCES AND SPECIAL LIGHTING WITH OWNER AND/OR ARCHITECT. ADJUST/COORDINATE AFFECTED ITEMS (SUCH AS CABINETRY) ACCORDINGLY. 2. ALL APPLIANCES MUST BE ENERGY STAR RATED. 3. INTERIOR PARTITIONS SHALL BE 2x SYP WOOD STUDS W/ MINIMUM 5/8" GYPSUM WALL BOARD EACH SIDE, WITH SMOOTH TAPED AND PAINTED FINISH (PRIMED + 2 FINISH COATS). NOTE: SEE STRUCTURAL ENGINEERING FOR STUD WIDTHS. 4. PAINT (INTERIOR): LOW-OR NO-V.O.C. LATEX PAINT. 5. INTERIOR TRIM: 1X4 PICTURE FRAME, SILL & APRON BOARD @ WINDOWS, 1X6 BASE TRIM, NO CROWN MOLDING. 6. ALL SIDING TO BE CEMENT FIBER BOARD. ALL ITEMS TO BE PAINTED WITH 100% EXTERIOR LATEX PAINT. APPLY PRIMER COAT AND 2 FINISH COATS. (COLORS BY OWNER) 7. CABINETS AND COUNTERTOPS: MEDIUM GRADE DURABLE CABINETRY. HARDWARE AT CABINET DOORS AND DRAWERS SHALL HAVE PULLS ON CONCEALED HINGES. LAMINATE COUNTERTOPS WITH SPLASHES. CULTURED MARBLE BATHROOM SINKS. 8. WHITE WIRE CLOSET SHELVING AT PANTRY AND AND LAUNDRY ROOM. 9. PRIMED & PAINTED CEILING & WALLS, SMOOTH FINISHES THROUGHOUT PRIMED WITH TWO (2) FINISH COATS (COLORS BY OWNER). MECHANICAL/PLUMBING/ELECTRICAL: 1. CONDENSER UNITS TO BE LOCATED ON SIDES OF BUILDING AND REAR (SEE PLANS). AIR HANDLING UNITS TO BE LOCATED IN ATTIC SPACE. DUCTWORK SHALL RUN IN ATTIC SPACE ABOVE FIRST FLOOR CEILING. ANY CHANGES TO THE PROPOSED ARCHITECTURAL DESIGN SHALL BE APPROVED BY THE OWNER PRIOR TO IMPLEMENTATION. 2. LOCATION OF RETURN VENTS TBD. 3. NO 'TOE-KICK' VENTS -TYP. 4. SEAL BETWEEN VENT GRILLES & DRYWALL/FLOOR. 5. PROVIDE MECHANICAL VENTILATION WHERE REQUIRED BY 2018 IRC, SECTION 303.4 6. PROVIDE CODE-REQUIRED RETURN AIR FLOW ON EACH FLOOR. 7. PLUMBING & ELECTRICAL FIXTURES: AMERICAN STANDARD (OR EQUAL); STAINLESS STEEL DOUBLE BOWL SINK W/ 1/2" HP DISPOSAL; ONE PIECE FIBERGLASS TUB WITH CEILING-MOUNTED LIGHT/FAN ABOVE. 8. HOOD VENT ABOVE STOVE REQUIRED. VENT TO EXHAUST VERTICALLY ABOVE CEILING AND UTILIZE A SWEEP TO HORIZONTALLY EXIT THE SIDE OF THE BUILDING. 9. NFPA 13D SPRINKLER SYSTEM TO BE CONNECTED TO POTABLE WATER SUPPLY. SCALE: 1" = 1'-0"A-100 3 EXTERIOR WALL SCALE: 1" = 1'-0"A-100 4 INTERIOR WALL SCALE: 1" = 1'-0"A-100 5 INTERIOR WALL VERTICAL SECTION WALL TYPES N SCALE: 1/4" = 1'-0" 12 FT.8421.50 REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/ CONSTRUCTION 8" / 1'-0" 8" / 1'-0" 8" / 1'-0" 8" / 1'-0" 6" / 1'-0" 9" / 1 ' - 0 " 2' - 0 " 1'-0" 1'-0" 1'-0" 2' - 0 " 2' - 0 " 1'-0" 30 YR. ASPHALT SHINGLES ON SYNTHETIC ROOF FELT ON PLYWOOD SHEATHING ATTACHED TO WOOD TRUSSES SHINGLE OVER ROOF VENT HIDDEN LINE TO SHOW WALLS BELOW 6" 6" 6" 6" 2'-6" BOX BEAM BELOW 6" / 1'-0"6" / 1 ' - 0 " 2' - 0 " GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG.HT 18' -2 1/4" BRG. HT 9' -1 1/8" A-301 3 A-301 4 A-301 5 9' - 0 5 / 8 " C . H . CE I L I N G H E I G H T 8' - 1 1 / 8 " 30 YR. ASPHALT SHINGLES ON SYNTHETIC ROOF FELT ON PLYWOOD SHEATHING ATTACHED TO WOOD TRUSSES 5/8" PLYWOOD SHEATHING PROVIDE AIR FLOW BAFFLES AS REQUIRED TO ALLOW FREE AIR FLOW FROM SOFFIT TO RIDGE VENT R-38 BATT INSULATION 1/2" GYP. BOARD ON ON CEILING JOIST METAL DRIP STRIP GUTTER 2X BLOCKING BETWEEN TRUSSES 1X4 ON 1X6 BUILLT-UP FASCIA PERFORATED CEMENT BOARD SOFFIT SIMPSON HURRICANE CLIP DOUBLE 2X6 TOP PLATE 2x12 FLOOR JOISTS (SEE STRUCT. DWG) TYVEK BUILDING WRAP OR APPROVAL EQUAL 1/2" PLY SHEATHING TO BE NAILED TO 2X6 EXTERIOR FRAME 5/8" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION R-20 BATT INSULATION 2X6 SILL PLATE 2x12 RIM BOARD (SEE STRUC. DWG.) DOUBLE 2X6 TOP PLATE CONCRETE FOOTING SEE STRUCTURAL DETAILS FOR REBAR SIZE AND SPACING REQUIREMENTS WELL COMPACT FILL 2X6 SILL PLATE BOLTED TO CONC. FLOOR (SEE STRUC. DWG.) 1X8 TRIM BOARD CONTINUOUS METAL LATH W/ 3/4" PLASTER ATTACHED TO CMU 1/2" GYP. BOARD NAILED TO THE UNDER SIDE OF FLOOR JOISTS 3/4" PLY ON FLOOR JOISTS 7.25" CEMENT BOARD SIDING ON 2X6 WOOD STUD WALL 1'-0" 4" CONC. SLAB ON WELL COMPATED FILL 10 MIL VAPOR BARRIER FILL CMU SOLID W/ CONCERETE SECOND FLOOR BRG. BRG.HT 18' -2 1/4" 30 YR. ASPHALT SHINGLES ON SYNTHETIC ROOF FELT ON PLYWOOD SHEATHING ATTACHED TO WOOD TRUSSES 5/8" PLYWOOD SHEATHING METAL DRIP STRIP SIMPSON HURRICANE CLIP GUTTER 2X BLOCKING BETWEEN TRUSSES PERFORATED CEMENT BOARD SOFFIT DOUBLE 2X6 TOP PLATE 1/2" PLY SHEATHING TO BE NAILED TO 2X6 EXTERIOR FRAME R-38 BATT INSULATION 1/2" GYP. BOARD ON ON CEILING JOIST 5/8" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION 8" 1'-0" SECOND FLOOR 10' -1 1/8" BRG. HT 9' -1 1/8" 2X6 SILL PLATE 2x12 RIM BOARD (SEE STRUCT. DWG) 2x12 FLOOR JOISTS (SEE STRUCT. DWG.) DOUBLE 2X6 TOP PLATE 1/2" GYP. BOARD NAILED TO THE UNDER SIDE OF 2X12 FLOOR JOIST 3/4" PLY ON 2X12 FLOOR JOIST 5/8" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION 1/2" PLY SHEATHING TO BE NAILED TO 2X6 EXTERIOR FRAME R-20 BATT INSULATION CEMENT BOARD SIDING ON 2X6 WOOD STUD WALL GARAGE FLOOR -0' -4" GROUND FLOOR 0' -0" 1'- 0 " 2'-0" 5/8" TYPE "X" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION 2X6 SILL PLATE BOLTED TO CONC. FLOOR (SEE STRUC. DWG.) CONCRETE FOOTING SEE STRUCTURAL DETAILS FOR REBAR SIZE AND SPACING REQUIREMENTS METAL LATH W/ 3/4" PLASTER ATTACHED TO CMU HADIE BOARD SIDING ON 2X6 WOOD STUD WALL R-20 BATT INSULATION 1X8 TRIM BOARD WELL COMPACT FILL 4" CONC. SLAB ON WELL COMPACTED FILL 10 MIL VAPOR BARRIER FILL CMU SOLID W/ CONCRETE JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 6/3/2021 8/30/2021 3:27:13 PM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_20 Nicholas Street_C Walker.rvt 0 LLC WLD A-301 ROOF PLAN/WALL SECTION & DETAILS SCALE: 1/4" = 1'-0"A-301 1 ROOF PLAN SCALE: 3/4" = 1'-0"A-301 2 WALL SECTION SCALE: 1" = 1'-0"A-301 3 EAVE DETAIL SCALE: 1" = 1'-0"A-301 4 DETAIL @ SECOND FLOOR SCALE: 1" = 1'-0"A-301 5 DETAIL @ FOUNDATION WALLNOTE: APPLY APPROVED TERMITICIDE BELOW SLAB AND BELOW FOOTING PRIOR TO POURING CONCRETE REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/ CONSTRUCTION GARAGE FLOOR -0' -4" GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG.HT 18' -2 1/4" F C 106 H A 105 8" 1'-0" 8" 1'-0" 9" / 1 ' - 0 " PL A T E H E I G H T 8' - 1 1 / 8 " BRG. HT 9' -1 1/8" SHINGLE OVER RIDGE VENT CRAFTSMAN BRACKET 1X6 BUILT-UP FASCIA CEMENT BOARD SIDING 30 YR. ARCHITECTURAL ASPHALT SHINGLES CEMENT SIDING :BATTEN BOARD CEMENT BOARD TRIM CRAFTSMAN COLUMN 1X18 TRIM BOARD FRONT PORCH BRG. HT 8' -9" GARAGE BRG.HT 8' -4" 6" / 1 ' - 0 " 30 YR. ARCHITECTURAL ASPHALT SHINGLES PL A T E H E I G H T 9' - 1 1 / 8 " 1' - 0 " GARAGE FLOOR -0' -4" GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG.HT 18' -2 1/4" BRG. HT 9' -1 1/8" PL A T E H E I G H T 8' - 1 1 / 8 " C C A F F 8" / 1 ' - 0 " 8" / 1 ' - 0 " 8" / 1 ' - 0 " 9" 1'-0" 30 YR. ARCHITECTURAL ASPHALT SHINGLES SHINGLE OVER RIDGE VENT CRAFTSMAN BRACKET MASONARY STONE CRAFTSMAN BRACKET HARDIE BOARD SIDING HARDIE BOARD TRIM 6" 1'-0" TRIM BOARD SHINGLE OVER RIDGE VENT GARAGE FLOOR -0' -4" SILL HEIGHT 1' -0" GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG.HT 18' -2 1/4" BRG. HT 9' -1 1/8" G G E E 8" / 1 ' - 0 " 8" / 1 ' - 0 " 8" / 1 ' - 0 " 6" 1'-0" 9" 1'-0" TO P P L A T E B R G . H T . 8' - 1 1 / 8 " SHINGLE OVER RIDGE VENT 30 YR. ARCHITECTURAL ASPHALT SHINGLES 6" CEMENT BOARD SIDING CEMENT BOARD TRIM 1X8 TRIM BOARD EPL A T E H E I G H T 9' - 1 1 / 8 " C GARAGE FLOOR -0' -4" GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG.HT 18' -2 1/4" BRG. HT 9' -1 1/8" TO P P L A T E B R G . H T . 8' - 1 1 / 8 " 6" 1'-0" 8" 1'-0" 8" 1'-0" SHINGLE OVER RIDGE VENT 1X6 BUILT-UP FASCIA CRAFTSMAN BRACKET TRIM BOARD CONTINUOUS CEMENT BOARD TRIM CEMENT BOARD SIDING 8" WOOD COLUMN 6" 1'-0" C C C D D D B JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 6/3/2021 8/30/2021 3:39:48 PM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_20 Nicholas Street_C Walker.rvt 0 LLC WLD A-401 EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0"A-401 3 NORTH ELEVATION SCALE: 1/4" = 1'-0"A-401 4 EAST ELEVATION SCALE: 1/4" = 1'-0"A-401 1 WEST ELEVATION SCALE: 1/4" = 1'-0"A-401 2 SOUTH ELEVATION REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/ CONSTRUCTION DOOR LEGEND EXIST/EX:EXISTING SCW:SOLID CORE WOOD FS: FLUSH STEEL ALUM: ALUMINUM GL:GLASS ST:PREFINISHED/ STAINED FF:FACTORY FINISH/ STANDARD COLORS PT:PAINT WD:WOOD ID:INSULATED CO: CASED OPENING HM:HOLLOW METAL B SEE SCHEDULE SE E S C H E D U L E SEE SCHEDULE SE E S C H E D U L E SEE SCHEDULE SE E S C H E D U L E SE E S C H E D U L E SEE SCHEDULE A C D E F G H 2. ALL CONCRETE MASONRY WALLS TO RECEIVE EPOXY PAINT 3. SHOWER WALLS TO RECEIVE EPOXY WALL COATING RN: RUBBER NOSING RT: RUBBER TILE RSTR: RUBBER STAIR TREAD/RISER SC: SEALED CONCRETE SPF: SPORTS FLOORING SS: SOLID SURFACE ST: STAIN STC: STAMPED CONCRETE SV: SHEET VINYL TBD: TO BE DETERMINED TR: TRANSITION STRIP WC: WALL COVERING WDB:WOOD BASE WDF: WOOD FLOORING WAF: WOOD ATHLETIC FLOORING VCT: VINYL COMPOSITION TILE VP: VINYL PLANK FLOORING VRB: VENTED RUBBER BASE ACT:ACOUSTICAL CEILING TILE CONC: CONCRETE CPT: CARPET CT: CERAMIC TILE CTB: CERAMIC TILE BASE CWT: CERAMIC WALL TILE EPX: EPOXY FLOORING EPC: EPOXY COATING EPP: EPOXY PAINT ETR:EXISTING TO REMAIN EXP: EXPOSED STRUCTURE FRP: FIBER REINFORCED PANEL GB:GYPSUM BOARD GT: GROUT PT: PAINT PC: POLISHED CONCRETE PL: PLASTIC LAMINATE RB:RUBBER / VINYL BASE RF:RUBBER FLOOR FINISH LEGEND NOTES 1. PRIME AND PAINT ALL EXPOSED STRUCTURE, FRAMING, BRACING, DUCT WORK AND CONDUIT 2' - 9 " 2'-0" 3 1/2" 3 1 / 2 " 3 3/4" 35.00° 5 0 . 0 0 ° JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 6/3/2021 8/30/2021 3:44:50 PM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_20 Nicholas Street_C Walker.rvt 0 LLC WLD A-701 DOOR, WINDOW SCHEDULE, DETAILS, ROOM FINISH SCHEDULE DOOR SCHEDULE DOOR NUMBER TYPE DOOR HARDWARE FRAME COMMENTSWIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIA L FINISH 101 PD 3' - 0" 6' - 8" 0' - 1 3/8" 104 PD 2' - 6" 6' - 8" 0' - 1 3/8" 105 ED 0' - 0" 0' - 0" 0' - 0 3/4" WD PT PASSAGE LOCKET WD PT FRENCH ENTRY DOOR w/ TEMPERED GLASS 106 GD 8' - 0" 7' - 0" 0' - 1 1/2" WD PT PASSAGE LOCKET WD PT GARAGE DOOR W/ TEMPERED GLASS 106A PD 3' - 0" 6' - 8" 0' - 1 3/8" WD PT PRIVACY LOCKSET WD PT 107 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT PRIVACY LOCKSET WD PT 108 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT PRIVACY LOCKSET WD PT 201 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT PRIVACY LOCKSET WD PT 201A DPD 4' - 0" 6' - 8" 0' - 1 3/4" WD PT PRIVACY LOCKSET WD PT 202 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT PRIVACY LOCKSET WD PT 202A DPD 4' - 0" 6' - 8" 0' - 1 3/4" WD PT PRIVACY LOCKSET WD PT 202B PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT PASSAGE LOCKSET WD PT 202C PD 2' - 0" 6' - 8" 0' - 1 3/8" WD PT PASSAGE LOCKSET WD PT 203 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT PASSAGE LOCKET WD PT 205 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT PRIVACY LOCKSET WD PT 205A DPD 4' - 0" 6' - 8" 0' - 1 3/4" WD PT PRIVACY LOCKSET WD PT 206 DPD 4' - 0" 6' - 8" 0' - 1 3/4" WD PT PRIVACY LOCKSET WD PT 206A DPD 4' - 0" 6' - 8" 0' - 1 3/4" WD PT PRIVACY LOCKSET WD PT Grand total: 18 WINDOW SCHEDULE TYPE MARK R.O. TYPE MATERIAL FINISH GLAZING COMMENTSWIDTH HEIGHT THICKNESS TYPE A 3' - 0" 1' - 6" Window - Fixed Sash WD PT 1/2" INSULATED B 3' - 0" 3' - 0" Window - Single Hung WD PT 1/2" INSULATED C 2' - 8" 5' - 0" Window - Single Hung WD PT 1/2" INSULATED D 2' - 8" 1' - 6" Window - Fixed Sash WD PT 1/2" INSULATED E 2' - 8" 6' - 0" Window - Single Hung WD PT 1/2" INSULATED F 4' - 8" 5' - 0" Window - Twin Single Hung WD PT 1/2" INSULATED G 2' - 0" 2' - 0" Window - Single Hung WD PT 1/2" INSULATED H 6' - 0" 1' - 6" Window - Fixed Sash WD PT 1/2" INSULATED Grand total: 22 NO SCALEA-701 2 DOOR TYPES TYPE ED ENTRY DOOR TYPE GD GARAGE DOOR TYPE PD PANEL DOOR TYPE DPD DOUBLE PANEL DOOR NO SCALEA-701 1 WINDOW TYPES FINISH SCHEDULE NAME FLOOR FINISH BASE Wall CEILING MATERIAL CEILING HEIGHT CEILING FINISH COMMENTS BATH CT CT GB GB 8' - 1" SMOOTH BEDROOM 1 WDF WDB GB GB 8' - 11" SMOOTH BEDROOM 2 WDF WDB GB GB 8' - 11" SMOOTH BEDROOM 3 WDF WDB GB GB 8' - 11" SMOOTH CLOSET WDF WDB GB GB 8' - 1" SMOOTH CLOSET WDF WDB GB GB 8' - 11" SMOOTH CLOSET WDF WDB GB GB 8' - 11" SMOOTH DINING WDF WDB GB GB 8' - 1" SMOOTH FRONT PORCH CONC. - - T&G T&G SLOPE 1" per FOOT FROM DOOR GARAGE CONC. GB - GB 8' - 1" SMOOTH GREAT ROOM WDF WDB GB GB 8' - 1" SMOOTH HALL WDF WDB GB GB 8' - 11" SMOOTH KITCHEN CT WDB GB GB 8' - 1" SMOOTH LINEN M. BATH CT CT GB GB 8' - 11" SMOOTH M. BEDROOM WDF WDB GB GB 8' - 11" SMOOTH MUD ROOM WDF WDB GB GB 8' - 1" SMOOTH POW. RM. WF WDB GB GB 8' - 1" SMOOTH REAR PORCH CONC. - - T&G T&G SLOPE 1" pert FOOT FROM DOOR STOR. WF WDB GB 8' - 1" SMOOTH W.I.C WF WDB GB 8' - 11" SMOOTH SCALE: 3/4" = 1'-0"A-701 3 CRAFTSMAN BRACKET REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/ CONSTRUCTION GENERAL NOTES: MASONRY WALL REINFORCING/JOINTS GENERAL EARTHWORK/FOUNDATION CONCRETE 1. FOUNDATION DESIGN BASIS: BASED ON PRESUMPTIVE VALUES OUTLINED IN IBC 2018, SECTION 1806. ALLOWABLE BEARING CAPACITY IS 1,5000 PSF, MAXIMUM. 2. NO BLASTING WILL BE ALLOWED. 3. CONTROL OF GROUND WATER, IF REQUIRED, SHALL BE ACCOMPLISHED IN A MANNER THAT WILL PRESERVE THE STRENGTH OF THE FOUNDATION SOILS, WILL NOT CAUSE INSTABILITY OF THE EXCAVATION SLOPES, AND WILL NOT RESULT IN DAMAGE TO EXISTING STRUCTURES. 4. COORDINATE FOUNDATION WORK WITH ALL OTHER TRADES. 5. PIPES AND OTHER WORK WHICH REQUIRE EXCAVATING OR TRENCHING ADJACENT TO COLUMN FOOTINGS OR PARALLEL TO WALL FOOTINGS, SHALL NOT BE LOCATED BELOW LINES EXTENDING DOWNWARD FROM THE BOTTOM EDGE OF THE FOOTING AT A 45 DEGREE ANGLE FROM HORIZONTAL. 6. EXCAVATIONS FOR FOOTINGS, GRADE BEAMS, MATS AND OTHER FOUNDATIONS BUILT NEXT TO OR AROUND EXISTING FOUNDATIONS, SHALL NOT EXTEND BELOW THE BOTTOM SURFACE OF THE EXISTING FOOTING UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DESIGN DRAWINGS. HOLES ADJACENT TO EXISTING FOOTINGS (CLOSER TO THE FOOTING EDGE THAN THE HOLE DEPTH) CAN NOT BE OVER-EXCAVATED AND FILLED TO ACCOUNT FOR BAD SOIL UNLESS SPECIFICALLY APPROVED BY THE ENGINEER OF RECORD. 7. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS INCLUDING ELEVATION, SIZE AND THICKNESS OF FOUNDATIONS SHALL BE INDICATED BY THE GENERAL CONTRACTOR ON THE REINFORCING SHOP DRAWINGS. SUCH PROPOSED DEVIATIONS SHALL BE CIRCLED AND NOTED "ENGINEER VERIFY". 8. STRUCTURAL FILL SHALL BE PLACED IN LIFTS NO MORE THAN 8" THICK WITH A COMPACTION OF 95% STANDARD PROCTOR (PER ASTM D-698) MAXIMUM DRY DENSITY. 1. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH TMS 402/602-16 AND THE FOLLOWING: 2. THE REINFORCING, JOINTS AND CRITERIA DESCRIBED IN THE FOLLOWING GENERAL NOTES ARE REQUIRED AS A MINIMUM FOR ALL RUNNING BOND MASONRY WALLS. SEE SPECIFIC CRITERIA ON DESIGN DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS AND/OR STACK BOND CRITERIA: 3. VERTICAL REINFORCING (RUNNING BOND): A. PROVIDE REINFORCING STEEL IN A CONCRETE FILLED CELL CONTINUOUS FROM FOOTING INTO BOND BEAM AT TOP OF WALL. LAP BARS WITH FOOTING DOWEL AND EXTEND 4" MINIMUM INTO BOND BEAM. BREAK-OUT BOTTOM OF BOND BEAM AT FILLED CELL LOCATIONS AND FILL TOP FOUR COURSES OF WALL WHEN BOND BEAM IS FILLED. PROVIDE AT THE FOLLOWING LOCATIONS: • AT ALL WALL CORNERS. • WITHIN 8" OF ENDS OF ALL WALLS AND AT EACH SIDE OF EXPANSION AND CONTROL JOINTS. • AT ALL DOOR AND WINDOW JAMBS AND AT ALL OPENINGS GREATER THAN 16" IN WIDTH. • ALONG ENTIRE LENGTH OF ALL WALLS AS NOTED IN THE TABLE BELOW: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-14, AND THE FOLLOWING: A. CONCRETE STRENGTHS AND MIXES SHALL BE AS FOLLOWS: STRENGTH(PSI) AIR(%) CEMENT(# MIN) W/C RATIO SLUMP AGGREGATE(MAX.) LOCATION 2,000 ** TYPE 1 (376) - - - CONDUIT ENCASEMENT AND BACKFILL BELOW FOOTINGS 3,000 ** TYPE 1 (517) 0.52 4" +/- 1" 3/4" EQUIP. PADS, SPREAD FOOTINGS, WALL FOOTINGS, SHEAR WALLS, AND STAIR PAN FILL 4,000 ** TYPE 1 (611) 0.48 4" +/- 1" 3/4" SLAB ON GRADE 4,000 ** TYPE 1 (611) 0.48 4" +/- 1" 3/4" ELEVATED SLABS 2,500*** ** TYPE 1 (423) - 8" - COARSE GROUT FOR MASONRY BLOCK FILL ** NATURALLY ENTRAPPED AIR ONLY UNLESS CONCRETE IS EXPOSED TO FREEZE/THAW. USE 4% TO 6% ENTRAINED AIR UNDER FREEZE/THAW CONDITION. *** MAXIMUM AGGREGATE SIZE TO BE 3/8". B. FLY ASH PER ASTM C618, TYPE C OR F WILL BE PERMITTED PROVIDED THE FOLLOWING LIMITS ARE MET: 1. THE QUANTITY OF CEMENT REPLACED SHALL BE NO MORE THAN 20%. 2. CEMENT SHALL BE REPLACED BY FLY ASH AT THE RATE OF 1.25 LBS. OF FLY ASH TO 1.0 LBS OF CEMENT. C. ALL CONCRETE DELIVERED TO THE SITE SHALL HAVE A COMPUTER BATCH WEIGHT TICKET. THE BATCH TICKET SHALL SHOW WEIGHTS OF ALL MATERIALS, VOLUME OF CONCRETE AND TIME BATCHED. THE BATCH WEIGHT TICKET SHALL BE GIVEN TO A DESIGNATED OWNER'S REPRESENTATIVE ON SITE AT THE TIME OF DELIVERY FOR VERIFICATION OF MIX PROPORTIONS. D. CONSOLIDATE ALL CONCRETE IN FORMS AND TRENCHES WITH VIBRATORS. POORLY CONSOLIDATED CONCRETE WILL BE REJECTED AND REPLACED AT CONTRACTOR'S EXPENSE. 2. CONCRETE REINFORCING A. ALL REINFORCING SHALL BE PER ASTM A-615, GRADE 60. B. WELDING OF REINFORCING STEEL IS NOT PERMITTED. C. REINFORCING SHALL NOT BE HEATED TO BEND. D. WELDED WIRE FABRIC SHALL BE PER ASTM A-185. 3. SUBMITTALS A. CONCRETE MIX DESIGNS; SHOP DRAWINGS FOR CONCRETE REINFORCING, EMBEDDED ITEMS; ACCESSORIES; AND PRODUCT DATA, ETC. AS OUTLINED IN THE SPECIFICATIONS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT LEAST 15 DAYS PRIOR TO THE START OF WORK FOR APPROVAL. B. ALL DATA SHALL BE SUBMITTED "CONTRACTOR APPROVED". 4. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY THE OWNER. A. WHEN EXCAVATION TO REQUIRED SUBGRADE ELEVATIONS IS REACHED. B. 24 HOURS PRIOR TO ANY SCHEDULED CONCRETE PLACEMENT FOR INSPECTION OF FORMWORK, REINFORCING AND EMBEDDED ITEMS. MASONRY REINFORCING LAP LENGTHS BAR LENGTH #4 24" #5 30" . 1. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT INFORMATION FOR THE PLAN READER'S CONVENIENCE. SEE PLANS AND SPECIFICATIONS FOR FURTHER REQUIREMENTS. 2. ALL REFERENCES TO STANDARDS HEREIN ARE TO MOST RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE DOCUMENTS. 3. DESIGN BASIS: 2018 INTERNATIONAL BUILDING CODE (IBC) WITH GA AMENDMENTS GENERAL RISK CATEGORY = II A. WIND: ULTIMATE DESIGN WIND SPEED = 113 MPH WIND EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = 0.18 ± (ENCLOSED BUILDING) COMPONENT & CLADDING DESIGN PRESSURE - 35 PSI MAX B. SEISMIC: SEISMIC IMPORTANCE FACTOR Ie = 1.0 MAPPED SPECTRAL RESPONSE ACCEL. (SHORT PERIODS) Ss = 0.264 MAPPED SPECTRAL RESPONSE ACCEL. (1 SECOND PERIOD) S1 = 0.097 SITE CLASS = D (DEFAULT) SPECTRAL RESPONSE COEFFICIENT (SHORT PERIODS) SDS = 0.28 SPECTRAL RESPONSE COEFFICIENT (1 SECOND PERIOD) SD1 = 0.16 SEISMIC DESIGN CATEGORY = C ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE BASIC SEISMIC FORCE RESISTING SYSTEM - LIGHT WOOD FRAMING WITH SHEATHING RESPONSE MODIFICATION FACTOR R = 6.5 SEISMIC RESPONSE COEFFICIENT Cs = 0.004 DESIGN BASE SHEAR = 2K C. LIVE LOADS: ROOF: 20 psf FLOOR: 40 psf D. GROUND SNOW LOAD: 5 psf 4. ABBREVIATIONS: T TOP (BAR) FIN FINISH REINF REINFORCING B BOTTOM (BAR) FLR FLOOR TRS TRUSS INT INTERIOR CLR CLEAR STL STEEL EXT EXTERIOR T/* TOP OF * WD WOOD EL ELEVATION B/* BOTTOM OF * CONC CONCRETE O.C. ON CENTER W/* WITH * MSNRY MASONRY E.W. EACH WAY GA GAGE/GAUGE L.G. LIGHT GAGE E.F. EACH FACE EQ EQUAL APPROX APPROXIMATE N.S. NEAR SIDE FTG FOOTING SPC'S SPACE/SPACES/SPECS F.S. FAR SIDE TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE W.P. WORK POINT JST JOIST PLCS PLACES EX. EXISTING (E) EXISTING H.R. HANDRAIL 5. UNLESS OTHERWISE NOTED, REQUIREMENTS GIVEN FOR ONE LOCATION ALSO APPLY AT OTHER LOCATIONS AT WHICH CONDITIONS ARE SIMILAR. THE REQUIREMENTS GIVEN SHALL BE ADAPTED TO CONDITIONS AT SIMILAR LOCATIONS. 6. COORDINATE WORK OF OTHER TRADES SHOWN ON DRAWINGS WITH STRUCTURAL WORK. 7. SHOP DRAWINGS FOR ANY PART OF THE STRUCTURAL WORK SHALL SHOW THE INTERFACE WITH OTHER RELATED TRADES. THE CONTRACTOR SHALL VERIFY DIMENSIONS, LOCATIONS, MATERIALS, ETC. OF RELATED TRADES BY CERTIFIED MANUFACTURER'S DRAWINGS AND SO INDICATE BEFORE SUBMITTING SHOP DRAWINGS FOR ARCHITECT/ENGINEER'S APPROVAL. 8. THE DESIGN OF THE STRUCTURE SHOWN IS BASED ON INTERACTION OF VARIOUS CONNECTED PARTS AND THE DESIGN LOADS NOTED ABOVE. THE STRENGTH AND STABILITY OF CONSTRUCTION UNDERWAY MAY REQUIRE SUPPLEMENTAL TEMPORARY SUPPORTS, BRACING OR OTHER MEASURES. THE CONTRACTOR SHALL DETERMINE THE NEED OF SUCH TEMPORARY SUPPORT DURING CONSTRUCTION AND PROVIDE ALL SUCH MEASURES. B. VERTICAL BAR SPLICES SHALL HAVE A MINIMUM LAP AS NOTED IN THE TABLE BELOW C. VERTICAL FILLED CELLS SHALL BE FILLED WITH CONCRETE IN 4'-0" MAX. LIFTS. 4. HORIZONTAL REINFORCEMENT (RUNNING BOND): A. PROVIDE HORIZONTAL JOINT REINFORCING CONSISTING OF (2) LONGITUDINAL W1.7 (9 GAGE) WIRES @ 16" O.C. MAX. B. PROVIDE CONCRETE FILLED BOND BEAM WITH 2 - #5 REBARS CONTINUOUS WHERE WALLS ARE STRUCTURALLY CONNECTED TO ROOF AND FLOOR LEVELS AND AT THE TOPS OF ALL WALLS. 5. CONTROL JOINTS: A. CONTROL JOINTS SHALL BE LOCATED IN ALL WALLS AT THE FOLLOWING LOCATIONS: • AT A MAXIMUM SPACING OF 3 TIMES THE WALL HEIGHT, BUT NOT GREATER THAN 40'-0" ON CENTER. • AT A DISTANCE OF NOT OVER ONE TIME THE WALL HEIGHT FROM BUILDING CORNERS. • AT ALL CHANGES IN WALL HEIGHT. • AT ALL CHANGES IN WALL THICKNESS, SUCH AS AT PIPE OR DUCT CHASES, AND ADJACENT TO STEEL COLUMNS EMBEDDED IN WALLS AND PILASTERS. • ABOVE JOINTS IN FOUNDATIONS AND IN FLOORS. • BELOW JOINTS IN FLOORS OR ROOFS THAT BEAR ON THE WALL. B. MASONRY WALL CONTROL JOINTS: ALL HORIZONTAL JOINT REINFORCING SHALL TERMINATE AT THE CONTROL JOINT (UNLESS NOTED OTHERWISE ON DRAWINGS). INTERRUPT HORIZONTAL REINFORCING IN INTERMEDIATE BOND BEAMS. ALL BOND BEAM REINFORCING IN BOND BEAMS LOCATED AT OR NEAR THE TOP OF THE WALL SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. C. IF CONTROL JOINTS ARE NOT SHOWN ON THE DRAWINGS, COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER, BEFORE CONSTRUCTION BEGINS, TO DETERMINE JOINT LOCATIONS REQUIRED. Fy=60,000psi, F'm=1,500psi, BARS TO BE CENTERED IN THE WALL 2. ALL WOOD TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION MANUALS. 3. DESIGN CALCULATIONS SHALL BE PREPARED BY A REGISTERED, PROFESSIONAL LICENSED ENGINEER IN THE STATE OF THE PROJECT. 4. NO MEMBER STRESS INCREASES DUE TO LOAD DURATION ARE ALLOWED, I.E. DURATION FACTOR EQUAL 1.0. 5. MAXIMUM SPACING O TRUSSES IS 2'-0" CENTER TO CENTER 6. PROVIDE CONTINUOUS, PERMANENT 2X4 LATERAL BRACING (#2 FIR OR BETTER) AT MID-POINT OF DIAGONAL WEB MEMBERS IN TWO (2) CENTER PANELS OF EACH TRUSS. ANCHOR TO EACH END WALL. 7. PROVIDE PERMANENT 2X4 DIAGONAL BRACING (#2 FIR OR BETTER) IN THE PLANE OF THE DIAGONAL WEB MEMBERS (NOTE 4) AT APPROXIMATELY 45° ANGLE (12'-0" O.C. MAXIMUM). 8. PROVIDE CONTINUOUS, PERMANENT 2X4 (#2 SOUTHERN PINE OR BETTER) BOTTOM CHORD BRACING SPACED 8'-0" O.C. MAXIMUM (LOCATE AT PANEL POINTS). 9. PROVIDE PERMANENT 2X4 (#2 SOUTHERN PINE OR BETTER) DIAGONAL BOTTOM CHORD BRACING AT 20'-0" O.C. MAXIMUM AND AT EACH END WALL. 10. PROVIDE TEMPORARY AND PERMANENT LATERAL BRACING AS REQUIRED BY TRUSS MANUFACTURER TO ASSURE STABILITY DURING CONSTRUCTION. STABILITY OF STRUCTURE IS CONTRACTORS RESPONSIBILITY DURING ERECTION. 11. PROVIDE TRUSS CONNECTORS AT FLAT BOTTOM CHORD TRUSSES AND RAFTERS. (SIMPSON H3 HURRICANE CONNECTORS OR EQUAL). 12. PROVIDE TRUSS CONNECTORS AT SCISSOR TRUSSES (SIMPSON TC TRUSS CONNECTOR OR EQUAL.) 13. WHERE TRUSSES SPAN ACROSS NON-LOAD BEARING WALLS LEAVE 1" GAP AND CONNECT TOP OF WALL TO SIDE OF EACH TRUSS WITH A ROOF TRUSS CLIP (SIMPSON STC/STCT/DTC ROOF TRUSS CLIP OR EQUAL). 14. ALL OPENINGS IN ROOF DECK SHALL BE REINFORCED ALONG ALL EDGES WITH 2X4 BLOCKING (MIN). 15. ADD ADDITIONAL WEB REINFORCEMENT AT MECHANICAL EQUIPMENT POINT LOADS. SIMPSON STRONG TIE HRS 12 GAGE STRAPS. 16. SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. SUBMIT LAYOUT PLANS, TYPICAL DETAILS, BRACING REQUIREMENTS AND TRUSS DESIGN DETAILS FOR THE ENTIRE PROJECT. DESIGN CALCULATIONS SHALL BE SUBMITTED AND SIGNED AND SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT. WOOD TRUSS NOTES TOP CHORD LIVE 40 P/F (20 PSF) TOP CHORD UPLIFT 30 P/F (15 PSF) TOP CHORD DEAD 30 P/F (15 PSF) BOTTOM CHORD DEAD 20 P/F (10 PSF) 40 P/F (20 PSF) 20 P/F (10 PSF) BOTTOM CHORD DEAD 80 P/F (40 PSF) BOTTOM CHORD LIVE TOP CHORD LIVE 40 P/F (20 PSF) TOP CHORD UPLIFT 30 P/F (15 PSF) TOP CHORD DEAD 30 P/F (15 PSF) 1. DESIGN LOADS SHALL BE AS FOLLOWS. TYPICAL TRUSS ATTIC TRUSS 20 P/F (10 PSF) LOAD-BEARING WOOD STUDS 1. ALL WOOD FRAMING SHALL BE DESIGNED AND ERECTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION MANUALS. 2. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE 2X6 (NOMINAL) #2 SOUTHERN PINE OR BETTER. 3. NO MEMBER STRESS INCREASES DUE TO LOAD DURATION ARE ALLOWED, I.E. DURATION FACTOR EQUAL 1.0. 4. ALL FRAMING, STUDS, SILL PLATES, TOP PLATES, BRIDGING, BRACING AND ACCESSORIES SHALL MEET THE REQUIREMENTS OF THE IBC CODE. AS A MINIMUM 16d FRAMING NAILS SHALL BE USED FOR STUD WALL CONSTRUCTION. UNLESS NOTED OTHERWISE ALL NAIL SIZES AND NAILING PATTERNS SHALL MEET THE REQUIREMENTS OF THE IBC 2018. 5. STUDS SHALL HAVE FULL BEARING AGAINST THE SILL PLATE AND TOP PLATE. STUDS MUST BE CUT SQUARE. 6. MAXIMUM SPACING OF STUDS IS TO BE 1'-4" ON CENTER, UNLESS NOTED OTHERWISE ON THE PLANS. 7. PROVIDE PERMANENT 2X4 LATERAL BRIDGING (#2 FIR OR BETTER) BETWEEN EACH STUD. BRIDGING IS TO BE SPACED AT NO MORE THAN 5'-0" O.C. VERTICALLY. 8. PROVIDE PERMANENT 2X4 LATERAL BRIDGING (#2 SOUTHERN PINE OR BETTER) BETWEEN EACH FLOOR JOIST OR ROOF RAFTER. BRIDGING IS TO BE SPACED AT NO MORE THAN 8'-0" O.C. 9. MINIMUM SILL PLATE FASTENING TO CONCRETE OR MASONRY SHALL BE 1/2" DIAMETER ANCHOR BOLTS SPACED AT 4'-0" O.C. FOR BEARING WALLS AND SHEAR WALLS. ANCHOR BOLTS MAY BE CAST-IN-PLACE WITH A 7" MINIMUM EMBEDMENT AND AN OVERSIZED WASHER UNDER THE NUT, OR ADHESIVE TYPE ANCHORS. 10. VOIDS BENEATH BOTTOM PLATE SHALL NOT BE PERMITTED. CONTRACTOR SHALL PROVIDE A REASONABLY LEVEL SLAB WITH A TOLERANCE OF 1/8" IN 10 FEET. WHERE UNEVENNESS OF SUPPORTING FLOOR PREVENTS CONTINUOUS SOLID BEARING, PLATE SHALL BE LEVELED BY PLACING MORTAR OR GROUT BENEATH TRACK. 11. CONTINUOUS STUDS EACH SIDE OF HEADERS SHALL BE EQUAL TO 1/2 OF THE INTERRUPTED STUDS PLUS ONE STUD AT EACH SIDE. USE MINIMUM OF TWO (2) STUDS EACH SIDE. HEADERS SHALL BE DESIGNED TO TRANSFER ALL UNIFORM AND/OR CONCENTRATED LOADS. SHEAR SHALL BE TRANSFERRED BY FULL BEARING ON JACK STUDS. 12. CUTTING OF LOAD-BEARING WOOD STUDS IS NOT PERMITTED WITHOUT SPECIFIC APPROVAL FROM THE ENGINEER OF RECORD. 13. PROVIDE TEMPORARY AND PERMANENT LATERAL BRACING AS REQUIRED TO ASSURE STABILITY DURING CONSTRUCTION. STABILITY OF STRUCTURE IS CONTRACTOR'S RESPONSIBILITY DURING ERECTION. 14. NON-LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 1 1/2" CLEARANCE FROM TOP OF WALL TO BOTTOM CHORD OF FLOOR OR ROOF TRUSSES. CONNECT NON-LOAD BEARING WALLS TO SIDE OF EACH TRUSS WITH A ROOF TRUSS CLIP (SIMPSON STCT ROOF TRUSS CLIP OR EQUAL). 15. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR ABOVE THE PLANE OF ROOF SHALL BE PRESSURE TREATED. 16. EXTERIOR WALL SHEATHING SHALL BE FASTENED TO WALL STUDS w/8D NAILS AS NOTED ON THE DESIGN DRAWINGS. 17. LOAD BEARING STUDS CORED FOR ELECTRICAL CONDUIT OR PLASTIC PIPING SHALL BE REINFORCED w/SIMPSON NS OR PSPN NAIL STOPPERS ON EACH SIDE OF STUD. 18. LOAD BEARING STUDS NOTCHED FOR UTILITIES SHALL BE REINFORCED w/SIMPSON HSS OR SS STUD SHOES. 19. MINIMUM GIRDER TRUSS SUPPORT SHALL BE 3 FULL HEIGHT STUDS CONTINUOUS TO THE FOUNDATION. 20. TOP PLATES OF EXTERIOR WALLS & INTERIOR SHEAR WALLS SHALL BE REINFORCED WHERE NOTCHED w/SIMPSON CTS COMPRESSION & TENSION STRAPS. 21. PLYWOOD AND ORIENTED STRAND BOARD (OSB) A. STAGGER END JOINTS OF ROOF SHEATHING AND SHEAR WALLS B. H-CLIPS SHALL BE USED FOR ALL ROOF SHEATHING 21. STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM WALL BOARD USED AS SHEAR WALL SHEATHING. END JOINTS SHALL NOT OCCUR OVER THE SAME VERTICAL STUD. 22. ALL ENGINEERED LUMBER SHALL HAVE THE FOLLOWING MINIMUM MATERIAL PROPERTIES. A. Fb = 2600psi B. Fv = 285psi C. E = 1,900,000psi D. Fcll = 2510psi E. Fc^ = 750psi F. G = 125,000psi 23. ALL METAL WOOD CONNECTORS SHALL BE FULLY NAILED PER THE REQUIREMENTS OF SIMPSON STRONG TIE PRODUCTS. ALL CONNECTORS SHALL BE CAPABLE OF RESISTING THE CORROSIVE EFFECTS OF THE EXTERIOR PRESERVATIVE PRESSURE TREATMENT AND SHALL BE INSTALLED PRIOR TO APPLICATION OF LOADS. PARALLEL CHORD FLOOR TRUSSES 1. THESE NOTES PERTAIN TO PREFABRICATED, FIELD-FIT, OPEN WEB PARALLEL CHORD FLOOR TRUSSES FOR USE AS FLOOR JOISTS. SEE WOOD FRAMING NOTES FOR ADDITIONAL AND OTHER RELATED WORK. 2. ACCEPTABLE PRODUCTS: TRIMJOIST CORPORATION (OR APPROVED EQUAL) J12, J14, J16, OR J18 AS SHOWN IN DESIGN DOCUMENTS. a. CHORDS SHALL BE 3.5” WIDE, MINIMUM #1 GRADE SOUTHERN PINE. b. DIAGONAL WEBBING SHALL BE PRECISION CUT SOUTHERN PINE ATTACHED TO THE CHORDS WITH STEEL PLATES CERTIFIED BY TPI. c. FLOOR TRUSS HEIGHT, LOADING, SPAN AND CENTER-TO-CENTER SPACING TO BE AS SHOWN ON THE DESIGN DRAWINGS. d. FLOOR TRUSSES TO BE TRIMABLE UP TO 12” ON EACH END TO ALLOW FOR LENGTH ADJUSTMENT IN THE FIELD AND ASSURE THAT ALL BEARING REQUIREMENTS ARE MET. 3. ALL FLOOR TRUSSES SHALL BE USED IN COVERED, DRY CONDITIONS ONLY. 4. EXCEPT FOR CUTTING TO LENGTH, TOP AND BOTTOM CHORDS OF FLOOR TRUSSES SHALL NOT BE CUT, DRILLED OR NOTCHED. DO NOT CUT, DRILL OR NOTCH THE TRUSS DIAGONALS. 5. DO NOT REMOVE, CUT OR ALTER ANY METAL PLATE CONNECTOR ON THE PARALLEL CHORD FLOOR TRUSS. 6. ENSURE THAT EACH PARALLEL CHORD FLOOR TRUSS BEARS ON THE BOTTOM CHORD BENEATH THE TRIMMED END SECTION OR THE FIRST METAL PLATE. PROVIDE 3 1/2" MINIMUM BEARING WIDTH AT EACH END OF THE PARALLEL CHORD FLOOR TRUSS. INCREASE BEARING WIDTH OR USE VERTICAL WEB STIFFENERS TO REINFORCE BEARING LOCATIONS WHERE INDICATED ON DRAWINGS OR DIRECTED BY MANUFACTURER. 7. FOR FLUSH-MOUNTED BEARING CONDITIONS, USE A METAL HANGER AS APPROVED BY THE MANUFACTURER OR SPECIFIED IN DESIGN DOCUMENTS. DO NOT USE “TOENAILING” TO SUPPLEMENT REQUIRED SUPPORT CAPACITY. HANGERS TO BE SIMPSON 3 1/2” WIDE SEAT HANGERS (OR APPROVED EQUAL) UNLESS NOTED OTHERWISE. PARALLEL CHORD FLOOR TRUSSES (CONT.) 8. DO NOT SUPPORT THE PARALLEL CHORD FLOOR TRUSS BY THE TOP CHORD. ALL SUPPORT MUST BE FROM UNDER THE BOTTOM FLANGE. 9. HANDLE INDIVIDUAL TRUSSES IN THE UPRIGHT POSITION ONLY AND INSTALL ALL TRUSSES RIGHT SIDE UP. VERIFY TOP OF TRUSSES WITH MANUFACTURER PROVIDED MARKING. 10. PROVIDE THE TEMPORARY BRACES, STRUTS, STRONGBACKS, ETC. IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS TO PREVENT “DOMINOING” DURING CONSTRUCTION. DO NOT REMOVE UNTIL SUBFLOOR IS INSTALLED. 11. SUBFLOOR TO BE BOTH GLUED AND NAILED/SCREWED TO THE TOP CHORD OF THE FLOOR TRUSSES. 12. PROVIDE PERMANENT STRONGBACK STIFFENERS, BRACES, STRUTS AND WEB REINFORCEMENTS AS DIRECTED BY DESIGN DRAWINGS OR MANUFACTURER INSTALLATION DETAILS. 13. DO NOT USE FLOOR TRUSSES AS A STRONGBACK, BRACE, RIM BOARD, HEADER OR BEAM EXCEPT AS SHOWN ON DESIGN DRAWINGS. PROVIDE NOTED OR APPROVED DIMENSIONAL OR ENGINEERED WOOD, SUCH AS AN LVL, FOR SUPPLEMENTAL FRAMING. 14. DO NOT HANG CONCENTRATED LOADS FROM THE BOTTOM CHORD OR WEB MEMBERS. 15. DELIVER MATERIALS TO THE JOB SITE IN THE MANUFACTURER’S ORIGINAL PACKAGING, CONTAINERS AND BUNDLES. STORE AND HANDLE MATERIALS TO PROTECT THEM AGAINST CONTACT WITH DAMP AND WET SURFACES, EXPOSURE TO WEATHER, BREAKAGE AND DAMAGE. 16. SUBMITTALS: a. PRODUCT DATA: SUBMIT MANUFACTURER’S DESCRIPTIVE LITERATURE INDICATING MATERIAL COMPOSITION, THICKNESSES, DIMENSIONS AND LOADING DETAILS. b. SHOP DRAWINGS: SUBMIT DRAWING(S) INDICATING INSTALLATION DETAILS. INCLUDE LOCATIONS AND DETAILS OF ANY BLOCKING AND/OR BRIDGING AS REQUIRED. JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 8/30/2021 3:03:05 PM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Structural_Local_20 Nicholas Street_C Walker.rvt 0 LLC MWL S-001 GENERAL NOTES REV DATE BY DESCRIPTION 0 08/30/21 MWL ISSUED FOR PERMIT / CONSTRUCTION PLAN SE E CONC. FILL ALL CELLS VAPOR BARRIER 4" MIN. POROUS FILL COMPACTED SUBGRADE 3/8"DIA. A.B. w/ OVER SIZE WASHER @ 48" O.C. 2x STUD PER PLAN GRADE 8" CMU PER PLAN #4's @ 48" O.C. 2-#5's CONT. FIN. FLR. FACE OF STUD & FACE OF MASONRY SE E P L A N 8" U.N.O. ON PLAN 1'-6" TYP. 3" CLR. 3" C L R . T/FTG. PER PLAN NOTE: TYPICAL WALL FOOTING/CMU FOUNDATION WALL BONDBEAM REINFORCING TO MATCH SIZE AND SPACING OF BARS IN CONTINUOUS FOOTING/OR BOND BEAM AT CORNER LOCATIONS. 1 2 #5 CONT. SE E P L A N T/SLAB AND POLYPROPYLENE FIBERS. SEE PLAN VAPOR BARRIER COMPACTED SUBGRADE SEE PLAN 1'-0" TYP. U.N.O. ON PLAN DRIVEWAY PAVEMENT 1 2 VAPOR BARRIER 4" POROUS FILL #4's @ 48" O.C. 2xSTUD WALL PER PLAN. 3/8"ø 1"-0" ANCHOR BOLTS @ 48" O.C. (9" EMBED, 3" HOOK, PROJ. & THRD.) U.N.O. ON PLAN 1'-6" 2-#5's CONT. 1'- 0 " 3" C L R . PL A N SE E 8" CMU, CONC. FILL ALL CELLS 3/8"DIA. A.B. W/ OVER SIZE WASHER @ 48" O.C., TYP. 2x STUD PER PLAN, TYP. GRADE #4's @ 48" O.C., TYP. 2-#5's CONT. FACE OF STUD & FACE OF MASONRY 4" 1' - 8 " 8" U.N.O. ON PLAN 1'-6" TYP. 3" CLR. 3" C L R . T/FTG. PER PLAN NOTE: TYPICAL WALL FOOTING/CMU FOUNDATION WALL BONDBEAM REINFORCING TO MATCH SIZE AND SPACING OF BARS IN CONTINUOUS FOOTING/OR BOND BEAM AT CORNER LOCATIONS. T/CMU & T/HOUSE SLAB EL. 0'-0" T/GARAGE SLAB EL. -1'-4" 2x8 BOTTOM PL. CONT., TYP. 9"9" L CMU WALL/FTGC COMPACTED SUBGRADE, TYP. VAPOR BARRIER, TYP. SEE PLAN T/HOUSE SLAB T/GARAGE SLAB E.J. TYP. w/ CAULK @ TOP 4" 19 ' - 0 " 16 ' - 1 0 1 / 2 " O / O F A C E O F C M U W A L L 3' - 8 " 16'-10 1/2" O/O FACE OF CMU WALL 11'-0" O/O FACE OF CMU WALL 27'-10 1/2" O/O FACE OF CMU 36 ' - 3 1 / 2 " O / O F A C E O F C M U W A L L 4' - 6 " 5' - 4 1 / 2 " 46 ' - 2 " O / O F A C E O F C M U W A L L 1'-6 3/8"8'-3"1'-6 3/8"15'-11 1/8" 11'-11 3/8" O/O FACE OF CMU WALL 15'-11 1/8" O/O FACE OF CMU WALL 27'-10 1/2" O/O FACE OF CMU WALL 10 ' - 6 1 / 8 " 4' - 1 1 7 / 8 " 3' - 6 " 6'-8 3/8"3'-1 1/2" 11'-6 1/4" 7' - 1 3 / 4 " 5' - 1 1 / 4 " 16'-10 1/2" 8'-5 5/8"7'-5 1/2" C.J C. J C. J C. J C. J C.J C.J C.J EDGE OF HOUSE & PORCH SLAB EDGE OF HOUSE & PORCH SLAB AND FACE OF CMU WALL EDGE OF PORCH SLAB 12" SQ. x 8" THK. SLAB @ POST LOCATIONS, TYP. 4" (NOMINAL) THK. CONC. SLAB w/ 1.5#/ C.Y. OF POLYPROPYLENE FIBERS. T/SLAB EL. -0'-4" (SEE ARCH FOR STAIRS) C.J 6" WIDE x 8" THK. SLAB EDGES, TYP. 1'-6" WIDE x 1'-0" Dp. THICKENED SLAB CENTERED- ON-WALL SEE ARCH, TYP. 4" (NOMINAL THK. CONC. SLAB w/ 1.5#/C.Y. OF POLYPROPYLENE FIBERS. T/SLAB EL. @ HIGH POINT -0'-4" SL O P E 4" (NOMINAL) THK. CONC. SLAB w/ 1.5#/ C.Y. OF POLYPROPYLENE FIBERS. T/SLAB 0'-0" TYP. U.N.O. E.J. E. J . E. J . E.J. E.J. E. J . 1'-6" WIDE x 1'-0" Dp. THICKENED SLAB CENTERED- ON-WALL SEE ARCH, TYP. E.O.S. AND FACE OF 8" CMU WALL, TYP. T/FTG EL.-2'-0" TYP. U.N.O EDGE OD HOUSE SLAB 6" WIDE x 8" THK. SLAB EDGES, TYP. 4" (NOMINAL) THK. CONC. SLAB w/ 1.5#/ C.Y. OF POLYPROPYLENE FIBERS. T/SLAB EL. -0'-4" (SEE ARCH FOR STAIRS) EDGE OF HOUSE & PORCH SLAB EDGE OF HOUSE & PORCH SLAB EDGE OF HOUSE & GARAGE SLAB AND FACE OF CMU WALL EDGE OF HOUSE & GARAGE SLAB T/SLAB @ LOW POINT EL. -0'-4" TYP. U.N.O. 4/48 4/48 39 ' - 6 1 / 2 " O / O F A C E O F C M U W A L L EDGE OF PORCH SLAB 2 S-101 2 S-101 4 S-101 3 S-101 5 S-101 5 S-101 3 S-101 12'-1 1/2"5'-3 1/2"10'-5 1/2" 1'-6" 4/48 4/48 4/48 4/48 4/48 4/48 SL O P E SL O P E LEGEND: 4/48 -FOOTING STEP (SEE DET. ) DENOTES REBAR SIZE & SPACING. SEE PLAN - 2 -#4's x 4'-0"Lg. (TYP. U.N.O.)- 1/4" EXPANSION JOINT (SEE SECT. ) E.J.- CONTROL OR CONSTRUCTION JOINT (SEE SECT. ) C.J.- TYPICAL UNLESS NOTED OTHERWISE -TYP. U.N.O. SSSS /---- /---- /---- JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 8/30/2021 3:03:45 PM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Structural_Local_20 Nicholas Street_C Walker.rvt 0 THW MWL S-101 FOUNDATION & SLAB PLAN AND CONCRETE SECTIONS & DETAILS SCALE: 1/4" = 1'-0" 12 FT.8421.50 N SCALE: 1" = 1'-0"S-101 2 SECTION SCALE: 1" = 1'-0"S-101 3 SECTION SCALE: 1" = 1'-0"S-101 5 SECTION SCALE: 1" = 1'-0"S-101 4 SECTION SCALE: 1/4" = 1'-0"S-101 1 FOUNDATION AND SLAB PLAN REV DATE BY DESCRIPTION 0 08/30/21 MWL ISSUED FOR PERMIT / CONSTRUCTION 46 ' - 2 " O / O F A C E O F S T U D 12'-7"15'-3 1/2" 27'-10 1/2" O/O FACE OF STUD 9' - 1 0 1 / 2 " 6' - 1 " 6' - 9 1 / 2 " 23 ' - 5 " 16'-10 1/2"11'-0" 27'-10 1/2" O/O FACE OF STUD 36 ' - 3 1 / 2 " O / O F A C E O F S T U D 35 ' - 1 0 1 / 2 " 3' - 8 " 6' - 7 1 / 2 " 1 3/4"x11-1/4"DP 3 PLY. LVL DOUBLE 2x12 2x 1 2 F L O O R J O I S T S @ 1 6 " O . C T Y P . 8x8 DECORATIVE POST 3 1/2 x 16 1/2 3 PLY. LVL FACE OF STUD, TYP. U.N.O. 2x4 INTERIOR STUD WALL, TYP. U.N.O. OPEN DOUBLE 2x12 BLOCKING AS REQUIRED BETWEEN FLOOR TRUSSES @ BEARING WALL 2x12 FLOOR JOISTS @ 16" O.C TYP. 3 S-601 5 S-601 NOTES: 1. 1/2" NOMINAL PLYWOOD SHEATHING, TYP. ATTACH / 10d NAILS @ 6" O.C. ON PANEL EDGES & 12" O.C. ELSEWHERE. PROVIDE BLOCKING UNDER PANEL EDGES. 2. 3/4" NOMINAL TOUNGE AND GROOVE PLYWOOD SHEATHING, TYP. ATTACH / 10d NAILS @ 6" O.C. ON PANEL EDGES & 12" O.C. ELSEWHERE. PROVIDE BLOCKING UNDER PANEL EDGES. 3. PROVIDE A 3" KNOTCH TO ACCOMODATE DOUBLE 2x8 BEAM. PROVIDE MIN. OF (2) 1/2"Ø THRU-BOLTS WITH WASHERS. PROVIDE CBSQ88-SDS2 SIMPSON POST BASE CONNECTOR OR CONTRACTOR APPROVED EQUAL, TYP. INSTALL PER MANUFACTURERS INFO. 4. CONTRACTOR TO COORDINATE WITH ARCHITECT & ENGINEER ONSITE FOR ALL PROPOSED CHASE SPACE LOCATIONS PRIOR TO CONSTRUCTION. 2x12 FLOOR JOISTS @ 16" O.C TYP. TRIPLE 2x12 DOUBLE 2x12 DOUBLE 2x12 @ 16" O.C. 2x6 CEILING JOISTS 2x12 FLOOR JOISTS @ 16" O.C TYP. 1' - 0 " 38 ' - 6 1 / 2 " 39 ' - 6 1 / 2 " 27'-10 1/2" 9' - 1 0 1 / 2 " 29 ' - 8 " 2X 1 0 R I D G E B O A R D 2X 6 R O O F R A F T E R S @ 2 4 " O . C T Y P . 2X 6 R O O F R A F T E R S @ 2 4 " O . C T Y P . 7'-6"5'-1"15'-3 1/2" 27'-10 1/2" 2X4 OUT LOOKERS @ 24" O.C 2X6 RAFTERS @ 24" O.C 2X6 RAFTERS @ 24" O.C SLOPESLOPE SL O P E SL O P E 1/2" NOMINAL PLYWOOD SHEATHING, TYP. ATTACH / 10d NAILS @ 3" O.C. ON PANEL EDGES & 6" O.C. ELSEWHERE. PROVIDE BLOCKING UNDER PANEL EDGES. GABLE END WALL ROOF OUTLINE AND EDGE OF SHEATHING, TYP. FACE OF STUD TYP. U.N.O. RI D G E 6" BEAM BELOW FACE OF STUD TYP. U.N.O. 2x10 P.T. LEDGER BOARD TO FACE OF SHEATHING, TYP. (2 PLCS.) 2x10 P.T. LEDGER BOARD TO FACE OF SHEATHING, TYP. (2 PLCS.) 3X12 BEAM BELOW GABLE END WALL EDGE OF SHEATHING @ OUTLINE COVERED AREAS, TYP. P.T. 6x6 WOOD POST, TYP. (3 PLCS.). SEE NOTE 3. 7 S-601 7 S-601 SLOPERIDGERIDGESLOPE SL O P E 11'-0" JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 22 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 6/3/2021 8/30/2021 3:04:02 PM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Structural_Local_20 Nicholas Street_C Walker.rvt 0 LLC MWL S-201 SECOND FLOOR AND ROOF FRAMING SCALE: 1/4" = 1'-0"S-201 1 FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0"S-201 2 ROOF FRAMING PLAN REV DATE BY DESCRIPTION 0 08/30/21 MWL ISSUED FOR PERMIT / CONSTRUCTION JOINT. (MINIMUM 4 - 8d NAILS EACH SIDE). 3" WIDE x 2'-0" LONG STRAP OVER BEAM/TOP PLATE WITH TOP OF TOP PLATE, INSTALL 16 GAGE x IF TOP OF BEAM IS SET FLUSH NOTE: TOP PLATE JOINT IN STANDARD STUD LENGTH - SEE SCHEDULE MINIMUM BEARING BEAM SEE PLAN TOP PLATE MIN. 2'-0" MIN. 2'-0" SIMPSON H2.5 ANCHOR AT EACH TRUSS 2x STUDS w/ DOUBLE TOP PLATE ROOF TRUSS/OR RAFTER PER PLAN 2x4 BLOCKING (CUT TO ROOF SLOPE). SECURE ROOF SHEATHING TO BLOCKING w/ 8d NAILS AT 6" O.C. SHEATHING GYP. BOARD (SEE ARCH) T/CONCRETE SLAB OR CONCRETE BLOCK (SEE PLAN) 2x WALL P.T. SILL 2 -2x WALL STUD MIN. SIMPSON BOLTED HD3B HOLD DOWN ANCHOR AND 2 -5/8"ø STUD BOLTS, SEE MANUFACTURERS INFO. 5/8"ø ANCHOR BOLT, TYP. FOR EMBEDMENT SEE DETAIL 1/S-501. SHEATHING JOINT 4'-0" O.C. MAX. 6" O.C. MAX FOR BASE PL 6" O.C., U.N.O. FOR SHEAR WALLS6" O.C. 6" O.C. STAGGERED 2x4 MIN. BLOCKINGSTAGGERED HORIZ. JOINT DOUBLE TOP PLATE NOTE: IF TOP OF PARALLAM OR LVL BEAM IS SET FLUSH WITH TOP OF TOP PLATE, INSTALL 16 GAGE x 3" WIDE x 2'-0" LONG STRAP OVER BEAM / TOP PLATE JOINT. (MINIMUM 4 - 8d NAILS EACH SIDE). JOINT IN TOP PLATE DOUBLE 2x10 (w/ SPACER) DOOR / WINDOW HEADER STANDARD 2x4 OR 2x6 STUD FRAMING (TYP.)12" O.C. MAX. BRICK OR STONE MASONRY VENEER IF REQ'D SHALL BE ATTACHED TO THE STRUCTURAL WALL WITH ANCHOR TIES SPACED SO AS TO SUPPORT NO MORE THAN 2 SQUARE FEET OF WALL AREA. TIES MAY BE 22 GAUGE SHEET METAL 1 INCH WIDE MINIMUM OR TRUSS WIRE WITH MINIMUM 9 GAUGE WIRE. STAGGERED HORIZ. JOINTS STAGGERED HORIZ. JOINTS 6" O.C. MAX. U.N.O. FOR SHEAR WALLS PARALLAM OR LVL BEAM PER PLAN MAX. O.C. MIN.MIN. MAX. OPN'G (ONE STUD) LENGTH IS TWO STUDS (3") U.N.O. MI N . REF: WOOD FRAMING NOTES. 1' - 9 1 / 2 " AS R E Q ' D 6" O . C . M A X OPENING > 3'-6" MINIMUM BEARING 2'-0"2'-0" 3'-0" MIN. 1 1/2" 1'-0" 6" M A X 1 1 / 2 " M I N . 1 1/2" MIN. 6" MAX. SIMPSON HOLD DOWN, TYP. SEE DETAIL2/601 . LOCATE AS SHOWN @ LARGE OPENINGS AND @ EACH BLDG. CORNER. T/CONC. SLAB (SEE PLAN) 2x STUD SUB FLOOR RIM BOARD FLOOR JOIST, SEE PLAN SHEATHING CONTINUOUS ACROSS JOINTS. SHEATHING MAY BE SPLICED AT CENTER OF RIM BOARD. DOUBLE TOP PLATE 2x STUD NOTE: PROVIDE BLOCKING IN STUD WALL AT ALL SHEATHING JOINTS. SILL PLATE FLOOR JOIST, SEE PLAN 2x STUD SUB FLOOR RIM BOARD DOUBLE TOP PLATE 2x STUD SHEATHING CONTINUOUS ACROSS JOINTS. SHEATHING MAY BE SPLICED AT CENTER OF RIM BOARD. NOTE: PROVIDE BLOCKING IN STUD WALL AT ALL SHEATHING JOINTS. SILL PLATE JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 8/30/2021 3:04:18 PM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Structural_Local_20 Nicholas Street_C Walker.rvt 0 LLC MWL S-601 WOOD SECTIONS AND DETAILS SCALE: 3/4" = 1'-0"S-601 4 DETAIL (LVL AT INTERIOR BEARING WALL OPENING) SCALE: 3/4" = 1'-0"S-601 7 DETAIL (EAVE CONDITION @ BEARING WALL) NO SCALES-601 2 DETAIL (SHEAR WALL HOLD DOWN) NO SCALES-601 1 DETAIL (TYPICAL WOOD FRAMING AND ACCEPTABLE SHEATHING LAYOUT) NO SCALES-601 3 DETAIL NO SCALES-601 5 DETAIL REV DATE BY DESCRIPTION 0 08/30/21 MWL ISSUED FOR PERMIT / CONSTRUCTION DW D W Ra n g e R WH CO S S AT T I C AC C E S S S S S S S CO CG CG KITCHEN DINING MUD ROOM GARAGE STOR.POW. RM. ENTRY G G G CG WP CG 2 G 1G 3 F 1 F 4 5 3 3 3 3 3 CG 1 EP 6 1 WP GREAT ROOM CG 3 BEDROOM 2 BEDROOM 3 BEDROOM 1 HALL W.I.C M. BATH M. BEDROOM CG CG F F F F 2 3 33 2 BATH 1. CODES. THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR LICENSED ACCORDING TO NEC 2020 AND BY THE LOCAL BUILDING DEPARTMENT. INSTALL ALL ELECTRICAL WIRING, CONDUIT AND PANEL BOXES,CO-AXIAL CABLE, AND TELEPHONE WIRING PER LOCAL CODES. REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INCIDENTALS, REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. 2. RECEPTACLES IN KITCHEN, DINING ROOM, LIVING ROOM AND BEDROOM SHALL BE INSTALLED SUCH THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE WIDER THAN 2' IS MORE THAN 6 FT FROM A RECEPTACLE OUTLET. 3. IN THE KITCHEN A MINIMUM OF (2) 20- AMPERE SMALL-APPLIANCE BRANCH CIRCUITS SHALL SERVE MULTIPLE COUNTERTOP OUTLETS. IN ADDITION PROVIDE DEDICATED 20-AMPERE CIRCUIT FOR REFRIGERATION EQUIPMENT 4. IN KITCHENS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH WALL COUNTERTOP SPACE THAT IS 12 IN. OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 IN. MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THAT SPACE. 5. ALL 120-VOLT, SINGLE PHASE, 15-AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS, EXCEPT BATHROOM RECEPTACLES, SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER NEC 210.12. WHERE AFCI AND GFCI PROTECTION IS REQUIRED, A DUAL FUNCTION CIRCUIT BREAKER OR RECEPTACLE SHALL BE PROVIDED. 6. A 120V, SINGLE-PHASE, 15-OR 20-AMPERE- RATED RECEPTACLE OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF HEATING AND AIR- CONDITIONING EQUIPMENT. THE RECEPTACLE SHALL BE LOCATED ON THE SAME LEVEL AND WITHIN 25 FT OF THE HEATING AND AIR-CONDITIONING EQUIPMENT. THE RECEPTACLE OUTLET SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE EQUIPMENT DISCONNECTING MEANS. GENERAL ELECTRICAL NOTES SERVICE-ENTRANCE METER AND FUSED DISCONNECT. PROVIDE AND INSTALL CONDUIT, SIZED PER NEC 2020, TO ELECTRICAL PANELS. ROUTE CONDUIT UNDER CONCRETE FLOOR SLAB. COORDINATE SERVICE AND METERING INSTALLATION REQUIREMENTS WITH UTILITY COMPANY AND OWNER PRIOR TO BID AND INSTALLATION. POWER PLAN KEYED NOTES 1 SPST TOGGLE SWITCH 48" UP THREE WAY TOGGLE SWITCH 48" UP3 C CG WP DUPLEX CONVENIENCE OUTLET 18" UP DUPLEX CONVENIENCE OUTLET 48" UP OR 6" ABOVE COUNTER/BACKSPLASH DUPLEX CONVENIENCE OUTLET 48" UP OR 6" ABOVE COUNTER/BACKSPLASH GROUND FAULT INTERRUPTER TYPE G DUPLEX CONVENIENCE OUTLET 18" UP GROUND FAULT INTERRUPTER TYPE DUPLEX CONVENIENCE OUTLET 18" UP WEATHERPROOF GROUND FAULT INTERRUPTER TYPE ELECTRICAL PANEL ELECTRICAL SYMBOLS: LIGHT FIXTURE EXHAUST FAN SPST TOGGLE SWITCH 48" UP. CONNECT TO CEILING FAN.F CARBON MONOXIDE DETECTOR SMOKE DETECTORS CO JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 20 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 8/30/2021 3:48:46 PM K:\30662101\Elec\30662101_20 Nicholas Street Electrical-Central.rvt 0 JAP HJW E-101 ELECTRICAL PLAN SCALE: 1/4" = 1'-0"E-101 1 FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0"E-101 2 SECOND FLOOR ELECTRICAL PLAN SPECIAL OUTLET SCHEDULE ID VOLTS DESCRIPTION 1 120 V DISHWASHER, PROVIDE GFCI PROTECTION 2 240 V DRYER, PROVIDE GFCI PROTECTION 3 240 V WATER HEATER 4 120 V EXHAUST HOOD 5 120 V RANGE 6 120 V FOOD DISPOSAL, PROVIDE GFCI PROTECTION MOTOR SCHEDULE ID DESCRIPTION 1 HVAC OUTDOOR UNIT. PROVIDE LOCAL DISCONNECTING MEANS FOR EACH MOTOR. COORDINATE WIRE SIZE WITH UNIT MCA. COORDINATE BREAKER SIZE WITH UNIT MOCP. 2 HVAC INDOOR UNIT LOCATED IN ATTIC. PROVIDE LOCAL DISCONNECTING MEANS. COORDINATE WIRE SIZE WITH UNIT MCA. COORDINATE BREAKER SIZE WITH UNIT MOCP. 3 GARAGE DOOR OPENER REV DATE BY DESCRIPTION 0 08/30/21 HJW ISSUED FOR PERMIT / CONSTRUCTION Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 1 CONTRACT between AUGUSTA, GEORGIA And LANEY WALKER DEVELOPMENT CORPORATION in the amount of $200,249.00 USD Two Hundred Thousand Two Hundred and Forty-Nine Dollars and 00/100 for Fiscal Year 2021 Providing funding for LANEY WALKER/BETHLEHEM REVITALIZATION PROJECT 22 Nicholas Street THIS AGREEMENT (“Contract”), is made and entered into as of the ___ day of 2021 (“the effective date”) by and between Augusta, Georgia, a political subdivision of the State of Georgia (hereinafter referred to as “Augusta”), acting through the Housing and Community Development Department (hereinafter referred to as “HCD”) - with principal offices at 510 Fenwick Street, Augusta, Georgia 30901, as party of the first part, and LWDC., a developer, organized pursuant to the Laws of the State of Georgia, hereinafter called "LWDC” as party in the second part. WITNESSETH WHEREAS, Augusta is qualified by the U. S. Department of Housing and Urban Development (hereinafter called HUD) as a Participating Jurisdiction, and has received Laney Walker/Bethlehem Bond Financing for the purpose of providing and retaining affordable and market rate housing for eligible families; and WHEREAS, LWDC, a procured developer and contractor with HCD wishes to increase homeownership opportunities and preserve and increase the supply of affordable/market rate housing for eligible families; and WHEREAS, Augusta wishes to enter into a contractual Agreement with LWDC for the administration of eligible affordable and market rate housing development activities utilizing Laney Walker Bond Financing; and WHEREAS, this activity has been determined to be an eligible activity in accordance with 24 CFR 92.504(c)(13) and will meet one or more of the national objectives and criteria outlined in Title 24 Code of Federal Regulations, Part 92 of the Housing and Urban Development regulations; and WHEREAS, LWDC has been selected and approved through a solicitation process for development partners to assist in the redevelopment of Laney Walker and Bethlehem communities; and WHEREAS, LWDC has agreed to provide services funded through this contract free from political activities, religious influences or requirements; and Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 2 WHEREAS, LWDC has requested, and Augusta has approved a total of $200,249.00 in funding to perform eligible activities as described in Article I; below: NOW, THEREFORE, the parties of this Agreement for the consideration set forth below, do here and now agree to the following terms and conditions: ARTICLE I. SCOPE OF SERVICES A. Scope of Services Project Description: LWDC agrees to utilize approved Laney Walker/Bethlehem Bond financing funds to support project related costs associated with the Laney Walker/Bethlehem Redevelopment Project. KAMATH, LLC agrees to match Laney Walker/Bethlehem Bond funds 50% of total construction cost in the form of reimbursement. Under this Agreement: KAMATH, LLC will perform as co-developer with LWDC, a procured developer with Laney Walker/Bethlehem. LWDC will perform new construction for one (1) single family detached home identified as property number 22 Nicholas Street. LWDC will perform all required construction management and project oversight, in accordance with all laws, ordinances, and regulations of Augusta. LWDC will perform all functions required to ensure delivery of a final product meeting all requirements as set forth by said Agreement to include: • Materials list to include brand name and/or model number of materials as specified or agreed to adjustments to specifications including but not limited to: appliances, windows, HVAC, fixtures and First Quality lumber. LWDC is to provide a finish schedule with the specifications, brands, and model numbers for all interior finishes 90 days from completion for agreement by HCD. Actual material invoices may be requested to verify charges. B. Use of Funds: Laney Walker/Bethlehem Bond funds shall be used by LWDC for the purposes and objectives as stated in Article I, Scope of Services, of this Agreement. The use of funding for any other purpose(s) is not permitted. The following summarizes the proposed uses of funds under this Agreement based on total material and labor cost of $196,249.00 1. Profit An amount not to exceed percent (50%) of the construction cost as outlined and approved in Article I. Scope of Services, Section B. Use of Funds and on the Work Write-Up, shall be paid to LWDC for costs identified as necessary operating time and expenses in addition to the profit accrued in the development of one single family detached home identified as 22 Nicholas Street. The design and specifications of the property shall be approved by HCD prior to construction (see Appendix). HCD will have the latitude to pay O&P directly to the procured developer/contractor on a pay for performance basis or upon the sale of the single family detached home identified as 22 Nicholas Street. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 3 2. Developer’s Fee $4,000.00 3. Developer’s Fee Disbursements Developer’s Fee shall be dispensed when construction is 100% completed and certificate of occupancy is received. Co-Developer’s Fee is dispensed upon sale of the home and should not exceed sixteen percent (16%). C. Program Location and Specific Goals to be Achieved LWDC shall conduct project development activities and related services in its project area Laney Walker/Bethlehem that incorporates the following boundaries: Fifteenth Street, R.A. Dent, Wrightsboro Road, Twiggs Street, MLK Boulevard and Walton Way. D. Project Eligibility Determination It has been determined that the use of Laney Walker/Bethlehem Bond Financing funds by LWDC will be in compliance with legislation supporting community development in Laney Walker/Bethlehem as authorized under the Urban Redevelopment Authority which acts in behalf of the Augusta Commission to provide oversight of the operation of the Laney Walker/Bethlehem Redevelopment Project. Notwithstanding any other provisions of this contract, LWDC shall provide activities and services as described in the description of the project, including use of funds, its goals and objectives, tasks to be performed and a detailed schedule for completing the tasks for this project as provided in Exhibit A of this contract. ARTICLE II. BUDGET AND METHOD OF PAYMENT LWDC will carry out and oversee the implementation of the project as set forth in this Agreement and agrees to perform the required services under the general coordination of HCD. In addition, and upon approval by Augusta, LWDC may engage the services of outside professional services consultants and contractors to help carry out the program and projects. A. Augusta shall designate and make funds available in the following manner: 1. Augusta agrees to pay LWDC, a maximum of $196,249.00 under this Agreement for project expenses incurred as outlined in ARTICLE I, Scope of Services, subject to LWDC’s compliance with all terms and conditions of this Agreement and the procedures for documenting expenses and activities as set forth in said Agreement. 2. The method of payment for construction costs, including only materials and labor as outlined and approved on the Work Write-Up, not to exceed the aforementioned contracted amount of $200,249.00 and shall be on a pay for performance basis provided LWDC and HCD determine the progress is satisfactory. LWDC shall utilize the AIA Form provided by HCD (see Appendix). For invoicing, LWDC will include documentation showing proof of completion of work in accordance with the amount requested, inspected, and accepted by HCD, lien waivers for vendors and sub-contractors, as specified in the Work Write-Up found in Exhibit B & E. 3. When nearing 50%, the co-developer, KAMATH, LLC, should be prepared to pay their 50%: $98,124.50 as agreed to HCD for material and labor only. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 4 4. HCD will monitor the progress of the project and LWDC’s performance on a weekly basis with regards to the production of housing units and the overall effectiveness of project. 5. Upon the completion of this Agreement, any unused or residual funds remaining shall revert to Augusta and shall be due and payable on such date of the termination and shall be paid no later than thirty (30) days thereafter. LWDC and HCD shall share in the cost and proceeds of developing the residence at 22 Nicholas Street as follows: 6. Funds may not be transferred from line item to line item in the project budget without the prior written approval of Augusta Housing and Community Development. 7. This Agreement is based upon the availability of funding under the Laney Walker/Bethlehem Revitalization Project. Should funds no longer be available, it is agreed to by both parties that this contract shall terminate and any LWDC deemed satisfactorily progress made within the contracted construction only amount not to exceed fifty percent (50%) shall be paid to LWDC. 8. HCD will retain ten percent (10%) of an amount within the one hundred percent (100%) of construction costs, including only materials and labor as outlined and approved on the Work Write-Up, after the Certificate of Occupancy has been issued until LWDC and HCD determine that all HCD punch-list items have been satisfied. B. Project Financing The Augusta Housing and Community Development will provide an amount not to exceed the actual construction costs including only materials and labor as outlined and approved on the Work Write-Up to be expended by LWDC for construction costs related to the development of one single family detached home identified as 22 Nicholas Street. Additionally, HCD will provide 100% of all change orders (where applicable) as approved by HCD and LWDC in writing. All funding is being provided as payment for services rendered as per this Agreement. C. Timetable for Completion of Project Activities LWDC shall be permitted to commence with the expenditure of Laney Walker Bethlehem Bond Financing funds as outlined in said Agreement upon procurement of a construction contractor in accordance with its policies and procedures; and approval of a detailed outline of project expenditures anticipated for the completion of the development within 120 days of said home identified as 22 Nicholas Street. Liquidated Damages LWDC agrees to pay as liquidated damages to HCD the sum of two hundred dollars ($200.00) for each consecutive calendar day after the expiration of the Contract Time of Completion Time, except for authorized extensions of time by Augusta. This section is independent of any section within this Agreement concerning the default of LWDC. The parties agree that these provisions for liquidated damages are not intended to operate as penalties for breach of Contract. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 5 The liquidated damages set forth above are not intended to compensate Augusta for any damages other than inconvenience and loss of use or delay in services. The existence or recovery of such liquidated damages shall not preclude Augusta from recovering other damages in addition to the payments made hereunder which Augusta can document as being attributable to the documented failure of LWDC. In addition to other costs that may be recouped, Augusta may include costs of personnel and assets used to coordinate, inspect, and re-inspect items within this Agreement as well as attorney fees if applicable. Specified excuses LWDC is not responsible for delay in performance caused by hurricanes, tornados, floods, and other severe and unexpected acts of nature. In any such event, the contract price and schedule shall be equitably adjusted. Temporary Suspension or Delay of Performance of Contract To the extent that it does not alter the scope of this Agreement, Augusta may unilaterally order a temporary stopping of the work or delaying of the work to be performed by LWDC under this Agreement. D. Project Budget: Limitations All costs associated with construction, O&P, construction management, and real estate expenses have been outlined in said Agreement as percentage-based costs related to the development of one single family detached home identified as 22 Nicholas Street as part of the Laney Walker/Bethlehem Revitalization Project. HCD will have the latitude to pay such costs directly to the procured construction contractor. LWDC shall be paid a total consideration of no more than 196,249.00 for full performance of the services specified under this Agreement. Any cost above this amount shall be the sole responsibility of HCD. It is also understood by both parties to this contract that the funding provided under this contract for this specific project shall be the only funds provided by Augusta unless otherwise agreed to by Augusta and LWDC. Augusta shall adhere to the budget as outlined in the Work Write-Up (Exhibit B) in the performance of this contract. ARTICLE III. TERM OF CONTRACT The term of this Agreement shall commence on the date when this Agreement is executed by Augusta and LWDC (whichever date is later) and shall end at the completion of all program activities, within the time specified in Article II.C, or in accordance with ARTICLE X: Suspension and Termination. ARTICLE IV. DOCUMENTATION AND PAYMENT A. This is a pay-for-performance contract and in no event shall HCD provide advance funding to LWDC, or any subcontractor hereunder. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 6 B. LWDC shall not use these funds for any purpose other than the purpose set forth in this Agreement. C. Subject to LWDC’s compliance with the provisions of this Agreement, Augusta agrees to reimburse all budgeted costs allowable under federal, state, and local guidelines. D. All purchases of capital equipment, goods and services shall comply with the procurement procedures of OMB Circular A-110 "Uniform Administrative Requirements for Grant Agreements with Institutions of Higher Education, Hospitals and Other Non-Profit Organizations" as well as the procurement policy of Augusta. E. Requests by LWDC for payment shall be accompanied by proper documentation and shall be submitted to HCD, transmitted by a cover memo, for approval no later than thirty (30) calendar days after the last date covered by the request. For purposes of this section, proper documentation includes Updated Exhibit A- schedule (Gantt Chart), Updated Exhibit B- Work Write-Up, and AIA Form. F. LWDC shall maintain an adequate financial system and internal fiscal controls. G. Unexpended Funds: Unexpended funds shall be retained by Augusta upon written request, Augusta may consider the reallocation of unexpended funds to eligible projects proposed by LWDC. H. The terms of this Agreement supersede any and all provisions of the Georgia Prompt Pay Act. I. Upon the sale of the detached single-family home at 22 Nicholas Street, HCD is to provide LWDC with any outstanding payments on approved invoices and related costs received within ten (10) business days. ARTICLE V. ADMINISTRATIVE REQUIREMENTS Conflict of Interest LWDC agrees to comply with the conflict of interest provisions contained in 24 CFR 85.36, 570.611, OMB Circular A-110 and OMB Circular A-102 as appropriate. This conflict of interest provision applies to any person who is an employee, agent, consultant, officer, or elected official or appointed official of LWDC. No person described above who exercises, may exercise or has exercised any functions or responsibilities with respect to the activities supported under this contract; or who are in a position to participate in a decision- making process or gain inside information with regard to such activities, may obtain any financial interest or benefit from the activities, or have a financial interest in any contract, sub- contract, or agreement with respect to the contract activities, either for themselves or those with whom they have business or family ties, during their tenure or for one year thereafter. For the purpose of this provision, "family ties", as defined in the above cited volume and provisions of the Code of Federal Regulations, include those related as Spouse, Father, Mother, Father-in-law, Mother-in-law, Step-parent, Children, Step-children, Brother, Sister, Brother-in-law, Sister-in-law, Grandparent, Grandchildren of the individual holding any interest in the subject matter of this Agreement. LWDC in the persons of Directors, Officers, Employees, Staff, Volunteers and Associates such as Contractors, Sub-contractors and Consultants shall sign and submit a Conflict of Interest Affidavit. (Affidavit form attached as part in parcel to this Agreement). Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 7 Augusta may, from time to time, request changes to the scope of this Agreement and obligations to be performed hereunder by LWDC. In such instances, LWDC shall consult with HCD/Augusta on any changes that will result in substantive changes to this Agreement. All such changes shall be made via written amendments to this Agreement and shall be approved by the governing bodies of both Augusta and LWDC. Statutes, regulations, guidelines, and forms referenced throughout this Agreement are listed in Appendix A and are attached and included as part in parcel to this Agreement. ARTICLE VI. OTHER REQUIREMENTS A. LWDC agrees that it will conduct and administer activities in conformity with Pub. L. 88-352, "Title VI of the Civil Rights Act of 1964", and with Pub. L. 90-284 "Fair Housing Act" and that it will affirmatively further fair housing. One suggested activity is to use the fair housing symbol and language in LWDC publications and/or advertisements. (24 CFR 570.601). B. LWDC agrees that the ownership in the housing assisted units must meet the definition of “homeownership” in §92.2. C. LWDC agrees to comply with 24 CFR Part I, which provides that no person shall be excluded from participation in this project on the grounds of race, color, national origin, or sex; or be subject to discrimination under any program or activity funded in whole or in part with federal funds made available pursuant to the Act. D. No person employed in the work covered by this contract shall be discharged or in any way discriminated against because he or she has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable hereunder to his or her employer. (24 CFR 570.603) E. LWDC agrees that in accordance with the National Environmental Policy Act of 1969 and 24 CFR Part 58, it will cooperate with Augusta/HCD in complying with the Act and regulations, and that no activities will be undertaken until notified by Augusta/HCD that the activity is in compliance with the Act and regulations. Prior to beginning any project development activity, an environmental review must be conducted by HCD pursuant to (24 CFR 570.604). F. Consistent with the Flood Disaster Protection Act of 1973 (42 USC 4001-4128), LWDC agrees that funds shall not be expended for acquisition or construction in an area identified by the Federal Emergency Management Agency (FEMA) as having special flood hazards (representing the 100-year floodplain). Exceptions will be made if the community is participating in the National Flood Insurance Program or less than a year has passed since FEMA notification and flood insurance has been obtained in accordance with section 102(a) of the Flood Disaster Protection Act of 1973. G. LWDC agrees to take all reasonable steps to minimize displacement of persons as a result of assisted activities. Any such activities will be conducted in accordance with the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (URA) and the Housing and Community Development Act of 1974 (24 CFR 570.606). Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 8 H. LWDC agrees to comply with Executive Order 11246 and 12086 and the regulations issued pursuant thereto (41 CFR 60) which provides that no person shall be discriminated against on the basis of race, color, religion, sex, or national origin. LWDC will in all solicitations or advertisements for employees placed state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, national origin or familial status. I. LWDC will not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, or familial status. LWDC will take appropriate action to ensure that applicants are employed, and that employees are treated fairly during employment, without regard to their race, color, religion, sex, national origin, or familial status. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or advertising; lay-off or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. LWDC agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by Augusta setting forth the provisions of this nondiscrimination clause. J. In accordance with Section 570.608 of the CDBG Regulations, LWDC agrees to comply with the Lead Based Paint Poisoning Prevention Act pursuant to prohibition against the use of lead- based paint in residential structures and to comply with 24 CFR 570.608 and 24 CFR 35 with regard to notification of the hazards of lead-based paint poisoning and the elimination of lead- based paint hazards. K. LWDC agrees to comply with 24 CFR 570.609 with regards to the direct or indirect use of any contractor during any period of debarment, suspension, or placement in ineligibility status. No contract will be executed until such time that the debarred, suspended, or ineligible contractor has been approved and reinstated by HCD. L. In accordance with 24 CFR part 24, subpart F, LWDC agrees to administer a policy to provide a drug-free workplace that is free from illegal use, possession or distribution of drugs or alcohol by its beneficiaries as required by the Drug Free Workplace Act of 1988. M. Any publicity generated by LWDC for the project funded pursuant to this Agreement, during the term of this Agreement or for one year thereafter, will make reference to the contribution of HCD in making the project possible. The words “Augusta, Georgia Department of Housing and Community Development" will be explicitly stated in any and all pieces of publicity; including but not limited to flyers, press releases, posters, brochures, public service announcements, interviews, and newspaper articles. N. LWDC shall comply with all applicable laws, ordinances and codes of the federal, state, and local governments and shall commit no trespass on any public or private property in performing any of the work embraced by this contract. LWDC agrees to obtain all necessary permits for intended improvements or activities. O. LWDC shall not assign any interest in this contract or transfer any interest in the same without the prior written approval of Augusta. P. LWDC agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by HCD, setting forth the provisions of this nondiscrimination clause. Except as prohibited by law or the March 14, 2007, Court Order in the case Thompson Wrecking, Inc. v. Augusta, Georgia, Civil Action No. 1:07-CV-019 (S.D. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 9 GA 2007). ANY LANGUAGE THAT VIOLATES THIS COURT ORDER IS VOIDABLE BY THE AUGUSTA GOVERNMENT. LWDC agrees to comply with any federally mandated requirements as to minority and women owned business enterprises. Q. All contractors and subcontractors entering into contracts with Augusta, Georgia for the physical performance of services shall be required to execute an Affidavit verifying its compliance with O.C.G.A § 13-10-91, stating affirmatively that the individual, firm, or corporation which is contracting with Augusta, Georgia has registered with and is participating in a federal work authorization program. All contractors and subcontractors must provide their E-Verify number and must be in compliance with the electronic verification of work authorized programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603, in accordance with the applicability provisions and deadlines established in O.C.G.A. § 13-10-91 and shall continue to use the federal authorization program throughout the contract term. All contractors shall further agree that, should it employ or contract with any subcontractor in connection with the physical performance of services pursuant to its contract with Augusta, Georgia, the contractor will secure from such subcontractors each subcontractor’s E-Verify number as evidence of verification of compliance with O.C.G.A §13-10-91 on the subcontractor affidavit provided in Rule 300-10-01-.08 or a substantially similar form. All contractors shall further agree to maintain records of such compliance and provide a copy of each such verification to HCD at the time the subcontractors are retained to perform such physical services. R. LWDC agrees that low and moderate income persons reside within Augusta-Richmond County and that contract for work in connection with the project be awarded to eligible businesses which are located in or owned in substantial part by persons residing in Richmond County. (24 CFR 570.697) Utilization of contractors and/or subcontractors outside of the Augusta, Georgia- Richmond County area is not desirable. S. LWDC agrees to comply with the prohibitions against discrimination on the basis of age under the Age Discrimination Act of 1975 (42 U.S.C. 6101-07) and implementing regulations at 24 CFR part 146 and the prohibitions against otherwise qualified individuals with handicaps under section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 794) and implementing regulations at 24 CFR part 8. For purposes of the emergency shelter grants program, the term dwelling units in 24 CFR Part 8 shall include sleeping accommodations. T. LWDC will not discriminate against any employee or applicant for employment on the basis of religion and will not give preference of persons on the basis of religion. LWDC will not discriminate against any person applying for shelter on the basis of religion. LWDC will provide no religious instruction or counseling, conduct no religious worship or services, engage in no religious proselytizing, and exert no religious influence in the provision of shelter and other eligible activities funded by this grant. U. Indirect costs will only be paid if LWDC has indirect cost allocation plan approved by the Augusta Housing and Community Development prior to the execution of this Contract. V. HCD shall not approve any travel or travel related expenses to LWDC with funds provided under this. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 10 W. Construction Requirements In the absence of local codes, properties must meet the HUD Section 8 Housing Quality Standards [HQS]. All housing assisted under this Agreement is “new construction” by definition and therefore must meet the local building codes for new housing in Augusta, Georgia, as applicable. LWDC is required by state and local laws, to dispose of all site debris, trash, and rubble from the project be transported to and disposed of at the Augusta, Georgia Solid Waste Landfill in accordance with local and state regulations. The contractor shall provide evidence of proper disposal of, the name and location of the disposal facility, date of disposal and all related fee. Augusta, Georgia may, at reasonable times, inspect the part of the plant, place of business, or work site of LWDC or any subcontractor of LWDC or subunit thereof which is pertinent to the performance of any contract awarded or to be awarded by Augusta Housing & Community Development Department. ARTICLE VII. SUSPENSION AND TERMINATION A. In the event LWDC materially fails to comply with any terms of this Agreement, including the timely completion of activities as described in the timetable and/or contained in ARTICLE II.C, Augusta, Georgia may withhold cash payments until LWDC cures any breach of the Agreement. If LWDC fails to cure the breach, Augusta may suspend or terminate the current award of funds. LWDC will not be eligible to receive any other funding. B. Damages sustained as a result of any breach of this Agreement. In addition, to any other remedies it may have at law or equity, HCD may withhold any payments to LWDC for the purposes of offsetting the exact amount of damages once determined. C. In the best interest of the project and to better serve the people in the target areas and fulfill the purposes of the Laney Walker/ Bethlehem Revitalization project, either party may terminate this Agreement upon giving thirty (30) day notice in writing of its intent to terminate, stating its reasons for doing so. In the event Augusta terminates this Agreement, Augusta shall pay LWDC for documented committed eligible costs incurred prior to the date of notice of termination. D. Notwithstanding any termination or suspension of this Agreement, LWDC shall not be relieved of any duties or obligations imposed on it under this Agreement with respect to HCD funds previously disbursed or income derived therefrom. E. To the extent that it does not alter the scope of this Agreement, Augusta, GA may unilaterally order a temporary stopping of the work or delaying of the work to be performed by LWDC under this contract. ARTICLE VIII. NOTICES Whenever either party desires to give notice unto the other, such notice must be in writing, sent by certified United States mail, return receipt requested, addressed to the party for whom it is intended, at the place last specified, and the place for giving of notice shall remain such until it shall have been changed by written notice. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 11 Augusta will receive all notices at the address indicated below: Office of the Administrator ATTN: Odie Donald, II, Administrator Municipal Building 535 Telfair Street, Suite 910 Augusta, Georgia 30901 With copies to: Augusta Housing and Community Development Department ATTN: Hawthorne Welcher, Jr., Director 510 Fenwick Street Augusta, Georgia 30901 Laney Walker Development Corporation will receive all notices at the address indicated below: Laney Walker Development Corporation ATTN: Edith Peebles 851 Laney Walker Blvd. Augusta, GA 30903 With copies to: Kamath, LLC ATTN: Dr. Kamath, 1756 Broad Street Augusta, GA 30904 ARTICLE IX. INDEMNIFICATION LWDC will at all times hereafter indemnify and hold harmless Augusta, its officers, agents and employees, against any and all claims, losses, liabilities, or expenditures of any kind, including court costs, attorney fees and expenses, accruing or resulting from any or all suits or damages of any kind resulting from injuries or damages sustained by any person or persons, corporation or property, by virtue of the performance of this Agreement. By execution of this Agreement, LWDC specifically consents to jurisdiction and venue in the Superior Court of Richmond County, Georgia and waives any right to contest jurisdiction or venue in said Court. Should it become necessary to determine the meaning or otherwise interpret any work, phrase or provision of this Agreement, or should the terms of this Agreement in any way be the subject of litigation in any court of laws or equity. It is agreed that the laws of the State of Georgia shall exclusively control the same. The parties hereto do agree to bind themselves, their heirs, executors, administrators, trustees, successors and assigns, all jointly and severally under the terms of this Agreement. ARTICLE X. PRIOR AND FUTURE AGREEMENTS This Document incorporates and includes all prior negotiations, correspondence, conversations, agreements or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements, or understandings concerning the subject matter of this Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 12 Agreement that are not contained in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior representations or agreements whether oral or written. HCD is not obligated to provide funding of any kind to LWDC beyond the term of this Agreement. LWDC warrants that no person or selling agency has been employed or retained to solicit or secure this Agreement upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee, excepting bona fide employees or bona fide established commercial or selling agencies maintained by LWDC for the purpose of securing business and that LWDC has not received any non- Augusta fee related to this Agreement without the prior written consent of HCD. For breach or violation of this warranty, HCD shall have the right to annul this Agreement without liability or at its discretion to deduct from the Agreement prices of consideration the full amount of such commission, percentage, brokerage, or contingent fee. ARTICLE XI. LEGAL PROVISIONS DEEMED INCLUDED Each and every provision of any law or regulations and clause required by law or regulation to be inserted in this Agreement shall be deemed to be inserted herein and this Agreement shall be read and enforced as though it were included herein and if, through mistake or otherwise, any such provision is not inserted or is not correctly inserted, then upon application of either party this Agreement shall forthwith be amended to make such insertion. ARTICLE XII. DISCLAIMER Any and all language in this Agreement pertaining to HUD regulations and/or the utilizations of HOME funding is deemed voidable when utilizing Laney Walker Bond funds in its entirety. However, if there are any federal funds utilized by this project, including Homebuyer Subsidy funds, this Agreement will be enforceable in its entirety. ARTICLE XIII. COUNTERPARTS This Agreement is executed in two (2) counterparts– each of which shall be deemed an original and together shall constitute one and the same Agreement with one counterpart being delivered to each party hereto. ARTICLE XIV. INSURANCE The DEVELOPER/CONTRACTOR shall provide, at all times that this Agreement is in effect, Insurance with limits of not less than: A. Workmen’s Compensation Insurance – in accordance with the laws of the State of Georgia. B. Public Liability Insurance – in an amount of not less than One Million ($1,000,000) Dollars for injuries, including those resulting in death to any one person, and in an amount of not less than One Million ($1,000,000) Dollars on account of any one occurrence. C. Property Damage Insurance – in an amount of not less than One Million ($1,000,000) Dollars from damages on account of an occurrence, with an aggregate limit of One Million ($1,000,000) Dollars. D. Valuable Papers Insurance – in an amount sufficient to assure the restoration of any plans, drawings, field notes, or other similar data relating to the work covered by the Project. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 13 E. Professional Liability Insurance – in an amount of not less than One Million ($1,000,000) Dollars or an amount that correlates to the aggregate fee on the project should it exceed $1,000,000. IN WITNESS WHEREOF, the parties have set their hands and seals as of the date first written above: Approved as to Form by (please initial here): Augusta, GA Law Department Date: ____________________ By: __________________________________ Mayor Hardie Davis, Jr., as its Mayor Date: ____________________ By: _______________________________ Odie Donald, II, as its Administrator Date: _____________________ By: _________________________________ Hawthorne Welcher, Jr., as its Director Date: _____________________ By: ________________________ Lena Bonner, as its Clerk of Commission Affix Seal Here: ATTEST: LWDC ATTEST: KAMATH, LLC By: _________________________ Owner _________________________ Owner Date: _______________________ By: _________________________ Owner Date: _______________________ Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 14 APPENDIX 1 Architectural Plans/Designs Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 15 APPENDIX 2 American Institute of Architects (AIA) Form - Sample Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 16 APPENDIX 3 Statutes: (Available on Request) OMB Circular A-110 - Uniform Administrative Requirements for Grants and Agreement with Institutions of Higher Education, Hospitals, and Other Non-Profit Organizations OMB Circular A- 122 - Cost Principles for Non-Profit Organizations OMB Circular A-133 - Audits of Institutions of Higher Education & other Non-Profit Institutions 40 USC 276 Davis-Bacon Act 40 USC 327 Contract Work Hours and Safety Standard Act Uniform Relocation Assistance and Real Property Acquisition Policies Act Lead Based Paint Poisoning Prevention Act 24 CFR 35 – HUD Requirements for Notification, Evaluation and Reduction of Lead-Based Paint Hazards in Housing Receiving Federal Assistance and Federally-Owned Residential Property being sold, Final Rule Augusta, Georgia- Richmond County Procurement Policy Conflict of Interest Affidavit Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 17 APPENDIX 4 CONSTRUCTION REQUIREMENTS 1. All construction projects shall comply with Federal, State, and local codes and ordinances, including, but not limited to, the following: A. All work shall be in compliance with the International Building Code current edition of National Electric Code, International Plumbing and Mechanical Code, and ADA 2010 Guidelines. B. Georgia Energy Code International Energy Conservation Code (IECC-2015). C. Williams-Steiger Occupational Safety and Health Act of 1970, Public Law 91-596. D. Part 1910 – Occupational Safety and Health Standards, Chapter XVII of Title 29, Code of Federal Regulations (Federal Register, Volume 37, Number 202, October 18, 1972). E. Part 1926 - Safety and Health Regulations for Construction, Chapter XVII of Title 29, Code of Federal Regulations (Federal Register, Volume 37, Number 243, December 16, 1972. F. Section 106 of the National Historic Preservation Act (16 U.S.C. 470f'). 2. Project Review. All plans, specifications, work write-ups, projected cost estimates, punch lists or other means of outlining work on a particular project will be submitted in writing to HCD for review and approval prior to bidding. HCD Construction and Rehabilitation Inspectors or HCD’s agent will review these items for compliance with new construction and/or rehabilitation standards and materials use. 3. Rehabilitation Standards. All rehabilitation work will comply with the "Uniform Physical Condition Standards for HUD Housing." Workmanship and material standards will comply with the Antioch Ministries, Inc. -Richmond County Housing & Community Development Department Contractors Manual and Performance Standards. A copy of this manual is provided to every contractor when included on the HCD Approved Contractors List. A copy is enclosed for inclusion. 4. Inspections. All projects will be inspected and approved by an HCD Construction and Rehabilitation Inspector or HCD’s agent prior to release of the funds for that project. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 18 APPENDIX 5 CONTRACTOR ACKNOWLEDGEMENT Larry L. McCord Design Build, LLC acknowledges that this contract and any changes to it by amendment, modification, change order or other similar document may have required or may require the legislative authorization of the Board of Commissioner and approval of the Mayor. Under Georgia law, Larry L. McCord Design Build, LLC is deemed to possess knowledge concerning HCD ability to assume contractual obligations and the consequences of Contractor’s provision of goods or services to HCD under an unauthorized contract, amendment, modification, change order or other similar document, including the possibility that Larry L. McCord Design Build, LLC may be precluded from recovering payment for such unauthorized goods or services. Accordingly, Larry L. McCord Design Build, LLC agrees that if it provides goods or services to Augusta, Georgia under a contract that has not received proper legislative authorization or if Larry L. McCord Design Build, LLC provides goods or services to Augusta, Georgia in excess of the any contractually authorized goods or services, as required by Augusta, Georgia’s Charter and Code, Augusta, Georgia may withhold payment for any unauthorized goods or services provided by Larry L. McCord Design Build, LLC. Larry L. McCord Design Build, LLC assumes all risk of non-payment for the provision of any unauthorized goods or services to Augusta, Georgia (Laney Walker/Bethlehem Revitalization Project), and it waives all claims to payment or to other remedies for the provision of any unauthorized goods or services to Augusta, Georgia, however characterized including, without limitation, all remedies at law or equity. This acknowledgement shall be a mandatory provision in all Augusta, Georgia contracts for goods and services, except revenue producing contracts. ____________________________________ Name Larry L. McCord Design Build, LLC, Owner Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 19 EXHIBIT A PROJECT SCHEDULE OF COMPLETION LWDC MUST PROVIDE A COMPLETED SCHEDULE OF COMPLETION AS EXHIBIT A- WITH APPROPRIATE PROJECT MILESTONES WITHIN 10 TO 15 DAYS AFTER SIGNING THIS AGREEMENT. THIS SCHEDULE MUST BE PROVIDED IN SUFFICIENT DETAIL TO PERMIT HCD TO MONITOR AND ASSESS PROGRESS IN CONNECTION WITH THE PERFORMANCE OF THIS AGREEMENT. A SAMPLE SCHEDULE IS PROVIDED. Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 20 EXHIBIT B WORK WRITE-UP Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 21 EXHIBIT C PROJECT DEVELOPMENT AND MANAGEMENT PROCEDURES 1. HCD must review and approve all new construction work, project specifications and total development cost for each residential development project before work is commenced and before funds can be released for payment reimbursement. Construction payments will be released to LWDC in accordance with the attached drawdown schedule and budget. 2. HCD will provide the lot on which all new construction efforts will be performed under this Agreement and in connection with the project. 3. With HCD approval, LWDC may use funds under this Agreement for the following purposes: a. To support development costs as outlined in Item 6 below. 4. Completion delays, remedies, and penalties. a. If the Contractor fails to complete the work within the time frame specified in the contract, plus any authorized delays, HCD may: i. Terminate the contractor in accordance with the “Provisions for Augusta Housing and Community Development Department (HCD)” clause of this contract. ii. Assess liquidated damages of Two Hundred Dollars ($200) per working day from the schedule of completion to the date of final acceptance of the project. The total amount of liquidated damages will be deducted from the total contract price, plus any change order amounts. b. The contractor shall not be charged with liquidated damages for any delays in the completion of the work due: i. To any acts of the Federal, State, or City/County Government; including controls or restrictions upon or requisitioning of materials, equipment, tools, or labor by reason of war, National Defense, or any other National, State, or City/County emergency. ii. To any acts of the Owner that hinder the progress of the work; iii. To cause not reasonable foreseeable by the parties in this contract at the time the execution of the contract which are beyond the control and without the fault or negligence of the Contractor; including but not restricted to acts of God; acts of the public enemy; acts of another contractor in the performance of some other contract with the owner; fires; floods; epidemics; quarantine restrictions; strikes; freight embargoes; and weather or unusual severity such as hurricanes, tornadoes, cyclones, and other extreme weather conditions; and iv. To any delay of the subcontractor occasioned by any other causes specified in subparagraphs A and B above. Provided, however, that the contractor promptly (within 10 days) notifies HCD and LWDC in writing of the cause of the delay. If the facts show the delay to be properly excusable under the terms of this contract, HCD shall extend the contract time by a period commensurate with the period of authorized delay to the completion of the work as whole, in the form of an amendment to this contract. 5. New Construction Costs and Requirements Augusta Housing & Community Development Department 22 Nicholas Street Contract Page 22 a. LWDC will provide construction management for the project to ensure that construction work is being carried out in accordance with plans, specifications, and the project budget. b. LWDC must make sure contractors obtain and post all permits on job site. c. LWDC must collect progress and final lien releases from the contractor, subcontractors, and material suppliers prior to making a payment to a contractor. d. HCD or its agent may continually inspect each house for contract compliance and to determine the percent of completion prior to processing a draw request and releasing payment. HCD may choose not to release payments if the work being performed is not of acceptable quality to HCD and if the house is not being built or rehabilitated in accordance with plans and specifications, or if the project is not on schedule. 6. Permanent Financing and Sales Prices a. The sales price of each home sold in accordance with this Agreement must be based on a formal appraisal. Unless otherwise agreed to by HCD, the sales price of each house shall not exceed the appraised value of the house. b. The purchasers of houses constructed must meet the Augusta, GA requirements. c. Buyers will be required to borrow no less than 80% of the sale prices of the house from a private lending institution unless otherwise agreed to by HCD. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE REQUIRED TO VISIT THE PREMISES TO INSPECT EXISTING CONDITIONS, BECOME FAMILIAR WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATE PERSONAL OBSERVATIONS WITH REQUIREMENTS OF THE DRAWINGS. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH COUNTY REGULATIONS AND CODES, O.S.H.A. STANDARDS, THE CODE STANDARDS LISTED, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER AND THE ARCHITECT. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS. ALL CONTRACTORS SHALL OBTAIN NECESSARY AND APPLICABLE, CITY/COUNTY PERMITS, INSPECTIONS AND APPROVAL PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS AND CERTIFICATES TO OWNER UPON REQUEST. CONTRACTOR SHALL BE REQUIRED TO COORDINATE WORK SCHEDULE TO MINIMIZE DISRUPTION OF NORMAL ACTIVITIES AND TO AVOID INTERFERENCE WITH ADJACENT OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO PROTECT SURROUNDINGS, MATERIALS AND EXISTING FINISHES THROUGHOUT ALL PHASES OF CONSTRUCTION AREAS AND OCCUPIED OR PUBLIC AREAS TO BE MAINTAINED BY CONTRACTOR. DAMAGE TO EXISTING-TO-REMAIN CONSTRUCTION, MATERIALS OR EQUIPMENT TO BE RESTORED TO ORIGINAL CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF TRASH AND DEBRIS FROM JOB SITE ON A DAILY BASIS. FINAL CLEAN-UP WITHIN SCOPE OF WORK: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECESSARY TO THE COMPLETION OF THE JOB ON A TIMELY BASIS. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT TO ARCHITECT ANY DISCREPANCIES FOR CLARIFICATION ALL WORK SHALL BE IN COMPLIANCE WITH THE INTERNATIONAL RESIDENTIAL CODE, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, CURRENT EDITION OF NATIONAL ELECTRIC CODE, INTERNATIONAL PLUMBING, AND MECHANICAL CODE, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, ALL MANUFACTURERS RECOMMENDATIONS, AND ALL OTHER APPLICABLE CODES. THE DESIGN PROFESSIONAL DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANY RESPECT OTHER THAN THAT OUR PROFESSIONAL WORK AND JUDGEMENT RENDERED MEET THE STANDARDS OF CARE OF OUR PROFESSION. THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN HEREON ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER SHOWN HEREON OR NOT, PRIOR TO ANY EXCAVATION ANY DAMAGES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THE FLOOR ON BOTH SIDES OF A DOOR SHALL BE LEVEL AND SHALL HAVE THE SAME ELEVATION ON BOTH SIDES OF THE DOOR, FOR A DISTANCE ON EACH SIDE EQUAL TO THE WIDTH OF THE WIDEST SINGLE DOOR. FIRE EXTINGUISHERS SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A MINIMUM OF 2A-10BC AND SHALL BE INSTALLED AT A MAXIMUM OF 48" A.F.F. TO THE TOP OF THE HANDLE. PROVIDE CONT. SOLID BLOCKING, AS REQUIRED, IN WALLS TO RECEIVE ACCESSORY ITEMS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: HANDRAILS TOILET ROOM ACCESSORIES GRAB BARS FIRE EXTINGUISHER CABINETS & BRACKETS CABINETS AND SHELVES CLEAN WALLS, DOORS, DOOR FRAMES, HANDRAILS, GUARDRAILS, ETC. PER MANUFACTURERS RECOMMENDATIONS PRIOR TO SEALING AND PAINTING. REFER TO THE STRUCTURAL DRAWINGS FOR INFORMATION ON CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS AND CONCRETE AND MASONRY WALLS. SLAB JOINTS ARE SPECIFIED AND LOCATED ON THE STRUCTURAL DRAWINGS. TEMPORARY SIGNS: PROVIDE SIGNS AS REQUIRED TO INFORM PUBLIC AND INDIVIDUALS SEEKING ENTRANCE TO PROJECT. PROVIDE TEMPORARY, DIRECTIONAL SIGNS FOR CONSTRUCTION PERSONNEL AND VISITORS. MAINTAIN AND TOUCHUP SIGNS SO THEY ARE LEGIBLE AT ALL TIMES. APPLICANT OWNER'S REP/ 24 HOUR CONTACT ARCHITECT MECHANICAL ENGINEER STRUCTURAL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. NATHAN COCKFIELD, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: ncockfield@thejlagroup.com AUGUSTA HOUSING AND COMMUNITY DEVL. 925 LANEY WALKER BLVD. #2, AUGUSTA, GA. 30901 SHANNA CARKHUM 706-821-1797 EMAIL: SCarkhum@augusta.gov JOHNSON, LASCHOBER AND ASSOCIATES, P.C. CURTIS WILLIAMSON, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: cwilliamson@thejlagroup.com JOHNSON, LASCHOBER AND ASSOCIATES, P.C. WATSON LEE DORN lll, AIA, REGISTERED ARCHITECT 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: ldorn@theJLAgroup.com JOHNSON, LASCHOBER AND ASSOCIATES, P.C. WATSON LEE DORN III, AIA, REGISTERED ARCHITECT 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: ldorn@thejlagroup.com CIVIL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. TREVOR WIMBERLY, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: twimberly@thejlagroup.com ELECTRICAL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. HOWARD WAYT, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706-724-5756 EMAIL: hwayt@thejlagroup.com WALL TYPE TYPICAL DIMENSION INDICATOR DETAIL/PLAN KEY SECTION KEYS DIRECTION OF SECTION INTERIOR ELEVATION KEY REVISION INDICATION REVISION NUMBER AREA REVISED DOOR NUMBER GLASS TYPE DRAWING NAME ENLARGED DETAIL INDICATOR DIRECTION OF SECTION TERMINATION OF SECTION DETAIL LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF DETAIL BUILDING SECTION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF SECTION WALL SECTION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF SECTION DETAIL LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF DETAIL COLUMN GRID REFERENCE TERMINATION OF SECTION DRAWING SCALE DRAWING LOCATION ON SHEET GRID A 1 View Name SCALE: 1/8" = 1'-0"A101 A1 A-101 SIM A1 A-101 SIM A1 A-101 SIM A1 A-101 SIM 01_FLOOR 12'-0" 1 201A CENTERLINE 9 1/2" FLOOR ELEVATION ROOM NAME AND AREA A ELEVATION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF ELEVATION DIRECTION OF ELEVATION A-8011 ROOM NAME 101 150 SF 1i A-201 A1 SHEET IDENTIFIER FOR LOCATION OF DETAIL BUILDING ELEVATION KEY ELEVATION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF ELEVATION DIRECTION OF ELEVATION A-4011 6" 8' - 0 " 4'-0" GENERAL CONTRACTOR: PROJECT: 3"3" 2' - 4 " 3" 2'- 1 0 " 2' - 4 " 1 1/2" HIGH ARIAL TEXT (BLACK) PROJECT TEXT TO MATCH OWNER/BUILDER PREFERENCE 3" WIDE BORDER AROUND PERIMETER OF SIGN JLA IMAGE w/ BORDER 1 1/2" HIGH ARIAL TEXT (BLACK) CONTRACTOR NAME AND LOGO- STYLE AND COLORS AS REQUIRED 4x4 SUPPORT POST TO EXTEND 2'-0" BELOW GRADE GRADE ARCHITECT/ENGINEER: 1 1/2" HIGH ARIAL TEXT (BLACK) 3" AUGUSTA HOUSING & COMMUNITY DEVL. 925 LANEY WALKER BLVD #2, AUGUSTA, GA. 30901 22 NICHOLAS STREET INDEX OF DRAWINGS PROJECT TEAM PROJECT LOCATION MAPGENERAL NOTES: GRAPHIC SYMBOLS JOBSITE SIGN 22 NICHOLAS STREET,AUGUSTA GA 30901 CODE STANDARDS JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 5/7/2021 9/7/2021 8:36:19 AM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_22 Nicholas Street_CWalker.rvt 0 L.C WLD G-001 COVER SHEET G-001 COVER SHEET ARCHITECTURAL A-001 ARCHITECTURAL SITE PLAN A-100 FLOOR PLANS A-301 ROOF PLAN/WALL SECTION & DETAILS A-401 EXTERIOR ELEVATIONS A-701 DOOR, WINDOW SCHEDULE, DETAILS, ROOM FINISH SCHEDULE STRUCTURAL S-001 GENERAL NOTES S-101 FOUNDATION & SLAB PLAN AND CONCRETE SECTIONS & DETAILS S-201 SECOND FLOOR AND ROOF FRAMING PLANS S-601 WOOD SECTIONS AND DETAILS ELECTRICAL E-101 ELECTRICAL PLAN IRC-INTERNATIONAL RESIDENTIAL CODE SEE BELOW FOR ENERGY CODE REQUIREMENTS AMENDMENTS PER AUGUSTA RICHMOND COUNTY PLANNING & DEVELOPMENT DEPARTMENT: CEILING R-VALUE: 38* WOOD FRAME WALL R-VALUE: 13 *CEILINGS w/ ATTIC SPACES. WHERE R-38 WOULD REQUIRED R-38 NSULATION IN THE CEILING, INSTALLING R-30 OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-38 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 INSULATION EXTENDS COPLETELY OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPRAOCH IN SECTION R402.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.5 2018 EDITION, W/ GEORGIA AMENDMENTS REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/CONSTRUCTION X XXXXXXXX X X X X X X X X X X X X X X X XXXXXXXXXX X X X X X X X X X X X X X X X S S S S S BUILDING SET BACK 22 ' - 9 " BUILDING SET BACK 26'-4" BUILDING DIM. 25'-3 1/2" BU I L D I N G S E T BA C K 22 ' - 9 " BU I L D I N G D I M . 42 ' - 3 " BU I L D I N G S E T B A C K 35 ' - 0 " LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREALANDSCAPE AREA BUILDABLE AREA BUILDABLE AREA BUILDABLE AREA N I C H O L A S S T R E E T 50' R/W 10 0 . 0 0 ' 76.05' Ds4 Co Ds4 Ds4 Ds4 Sd1 Sd1 Sd1 Sd1 Sd1 DRAINAGE SWALE AROUND HOUSE DRAINAGE SWALE AROUND HOUSE MA I N S E W E R L I N E SILT FENCE SILT FENCE 3 TON HVAC SPLIT SYSTEM W/ 1.5 TON PER FLOOR HAVC LOCATION TO BE COORDINATED ON SITE W/ CONTRACTOR S E R V I C E R O A D 10'-0" 10'-0" 30 ' - 0 " Sd1 EROSION, SEDIMENTATION & POLLUTION CONTROL LEGEND Ds4 CO SEDIMENT BARRIER Sd1-A TYPE "A" SILT FENCE Sd1-B TYPE "B" SILT FENCE Sd1-C TYPE "C" SILT FENCE Sd1-S SANDBAGS Sd1-HB HAYBALES Sd1-Bb BRUSH BARRIER Sd1-M MULCH DISTURED AREA STABIUZATION (WITH SODDING CONSTRUCTION EXIT JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 5/7/2021 9/7/2021 8:25:40 AM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_22 Nicholas Street_CWalker.rvt 0 LLC WLD A-001 ARCHITECTURAL SITE PLAN SCALE: 1/8" = 1'-0"A-001 1 ARCHITECTURAL SITE PLAN N SCALE: 1/8" = 1'-0" 24 FT.1684210 REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/CONSTRUCTION Ra n g e DW R W DWH UP DN AT T I C AC C E S S GARAGE HALF BATH LAUNDRY KITCHEN DINING FAMILY RM ENTRY STOR. 42 ' - 3 " 2' - 1 1 " 33 ' - 1 0 " 4' - 0 " 9' - 1 1 1 / 2 " 12 ' - 0 1 / 2 " 9' - 4 " 2' - 6 " 7'-7"7'-5"2'-6 1/2"2'-8"2'-8" 15'-0" 9'- 4 " 30 ' - 3 " 2' - 8 " 1'-7 1/2"8'-3"5'-5 1/2"6'-3"3'-8 1/2" 11'-5 1/2"6'-5 1/2"7'-4 1/2" 25'-3 1/2" 19 ' - 9 " 14 ' - 1 " 6'- 0 " 7' - 1 1 / 2 " 7' - 1 1 / 2 " 22 ' - 0 " 10'-8"4'-3 1/2"3'-1 1/2"7'-2 1/2" 2' - 2 " 4' - 2 1 / 2 " 2 A-301 C D E F F 108 107A 105 104 103 109 106 107 6'-6 1/2" 7'-0" CEILING ABOVE 8" BOX BEAM ABOVE 4' - 2 " A B A -0' - 4" 0' - 0" -0' - 4" -0' - 4" PORCH DIM. 4'-0" UTILITY REAR PORCH FRONT PORCH TEMPERED GLASS TEMPERED GLASS 3'-6" A MASTER BEDROOM M. BATH W.I.C BATH BEDROOM 1 BEDROOM 2 SEATING 15'-5 1/2"9'-10" 1'-6" 5'-4 1/2" 31'-4 1/2" 25'-3 1/2" 38'-3" 25'-3 1/2" 16'-0 1/8" 15'-4 3/8" 3'-10"21'-5 1/2" 16'-5 1/2" 15'-1 1/2" 6'-8" 11'-4" 2'-3 1/2" 5'-3 1/2" 12'-5 1/2" 11'-5 1/2"11'-1"2'-9" 15'-4 1/2"6'-3"3'-8" 6'-8 1/2" 6'-1 1/2" 6'-11 1/2" 5'-8 1/2" 3'-3 1/2" 9'-5 1/2" 2 A-301 G H E G J K 202 202A 203 204 204A 205 205A 206 201 CLOSET CLOSET JJ R-13 BATT INSULATION 1/2" PLY SHEATHING CEMENT BOARD SIDING 5/8" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION TYVEK BUILDING WRAP 2x4 WOOD STUDS @ 16" O.C. 2x4 WOOD STUDS @ 16" O.C. 5/8 GYSUM WALLBOARD TO EA. SIDE W/ JOINTS & NAILHEADS COVERED W/ TAPE & JOINT COMPOUND 1'-4" 2x WOOD STUD WALL 16" O.C 5/8 GYPSUM WALLBOARD TO EA. SIDE W/ JOINTS & NAILHEADS COVERED W/ TAPE & JOINT COMPOUND JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 22 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 9/7/2021 8:26:22 AM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_22 Nicholas Street_CWalker.rvt 0 LLC WLD A-100 FLOOR PLANS SCALE: 1/4" = 1'-0"A-100 1 GROUND FLOOR PLAN SCALE: 1/4" = 1'-0"A-100 2 SECOND FLOOR PLAN N SCALE: 1" = 1'-0"A-100 3 EXTERIOR WALL SCALE: 1" = 1'-0"A-100 4 INTERIOR WALL SCALE: 1" = 1'-0"A-100 5 INTERIOR WALL VERTICAL SECTION GENERAL NOTES: IT IS THE INTENT OF THE DESIGNER THAT THE REQUIREMENTS OF THE CURRENTLY-ENFORCED INTERNATIONAL RESIDENTIAL CODE (IRC) BE MET IN ALL ASPECTS OF THIS PROJECT. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS AND APPROVALS NECESSARY TO INITIATE & COMPLETE SPECIFIED WORK. 2. ALL SITEWORK CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT APPLICABLE BUILDING CODES & LOCAL REGULATIONS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY OWNER IMMEDIATELY OF ANY CONDITIONS THAT DO NOT COMPLY WITH PROPOSED PLANS AND ASSOCIATED SPECIFICATIONS. 4. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY PROBLEMS / DISCREPANCIES DUE TO UNFORESEEN CONDITIONS. 5. THE DESIGN ADEQUACY & SAFETY OF ALL TEMPORARY SUPPORTS, BRACING & SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. CONTRACTOR SHALL SECURE VERIFICATION / APPROVAL IN WRITING FROM THE OWNER FOR ANY REQUESTED CHANGE ORDERS PRIOR TO COMMENCING WORK ASSOCIATED WITH CHANGE ORDER. 7. CONTRACTOR SHALL MAINTAIN NEAT AND ORDERLY CONSTRUCTION SITE AT ALL TIMES AND NOT ALLOW THE UNNECESSARY PILE-UP OF CONSTRUCTION DEBRIS / MATERIALS. [CONTRACTOR'S STAGING AREA / DUMPSTER LOCATION SHALL BE APPROVED BY THE OWNER AND / OR CITY AUTHORITIES PRIOR TO THE COMMENCEMENT OF WORK.] 8. CONTRACTOR SHALL VERIFY WITH OWNER ALL STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING CONDITIONS REQUIRING ENGINEER'S / CONSULTANT'S APPROVAL. 9. CONTRACTOR SHALL CAREFULLY COORDINATE WITH OWNER AND SECURE APPROVAL FOR LOCATIONS OF ALL MECHANICAL COMPONENTS, ELECTRICAL PANEL, METERS, MECHANICAL UNITS, & HOT WATER HEATERS, AS APPLICABLE. 10. BUILDING SHALL REMAIN WATER TIGHT & SECURE AT ALL TIMES (ASAP). 11. THE DESIGNER WAIVES ALL RESPONSIBILITY & LIABILITY FOR CONTRACTOR'S FAILURE TO FOLLOW THE ASSOCIATED PLANS, SCHEDULES, & THE DESIGN CONVEYED BY ASSOCIATED PLANS & SCHEDULES, OR FOR ANY PROBLEMS WHICH MAY ARISE FROM OTHER'S FAILURE TO OBTAIN / FOLLOW THE DESIGNER'S / OWNER'S GUIDANCE WITH RESPECT TO ANY INCONSISTENCIES, ERRORS, OMISSIONS, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. WINDOWS/DOORS: 1. SPECIFIED WINDOWS: VINYL CLAD WOOD, SINGLE HUNG OR FIXED (SEE PLAN), 7/8" SDL W/ SPACER BAR. DP-50, INSULATED GLASS MIN. U=0.35. 2. PROPOSED BEDROOM WINDOWS SHALL MEET CURRENT IRC EGRESS REQUIREMENTS. 3. SOLID CORE INTERIOR DOORS AT BATHROOM AND BEDROOM ENTRY DOORS. 4. HOLLOW CORE DOORS AT CLOSETS. 5. COMPOSITE INTERIOR DOORS ARE ACCEPTABLE. 6. EXTERIOR DOORS -INSULATED FIBERGLASS (PAINTED) MISC./FINISHES/ALLOWANCES: 1. VERIFY ALL FIXTURES, FITTINGS, APPLIANCES AND SPECIAL LIGHTING WITH OWNER AND/OR ARCHITECT. ADJUST/COORDINATE AFFECTED ITEMS (SUCH AS CABINETRY) ACCORDINGLY. 2. ALL APPLIANCES MUST BE ENERGY STAR RATED. 3. INTERIOR PARTITIONS SHALL BE 2x SYP WOOD STUDS W/ MINIMUM 5/8" GYPSUM WALL BOARD EACH SIDE, WITH SMOOTH TAPED AND PAINTED FINISH (PRIMED + 2 FINISH COATS). NOTE: SEE STRUCTURAL ENGINEERING FOR STUD WIDTHS. 4. PAINT (INTERIOR): LOW-OR NO-V.O.C. LATEX PAINT. 5. INTERIOR TRIM: 1X4 PICTURE FRAME, SILL & APRON BOARD @ WINDOWS, 1X6 BASE TRIM, NO CROWN MOLDING. 6. ALL SIDING TO BE CEMENT FIBER BOARD. ALL ITEMS TO BE PAINTED WITH 100% EXTERIOR LATEX PAINT. APPLY PRIMER COAT AND 2 FINISH COATS. (COLORS BY OWNER) 7. CABINETS AND COUNTERTOPS: MEDIUM GRADE DURABLE CABINETRY. HARDWARE AT CABINET DOORS AND DRAWERS SHALL HAVE PULLS ON CONCEALED HINGES. LAMINATE COUNTERTOPS WITH SPLASHES. CULTURED MARBLE BATHROOM SINKS. 8. WHITE WIRE CLOSET SHELVING AT PANTRY AND LAUNDRY ROOM. 9. PRIMED & PAINTED CEILING & WALLS, SMOOTH FINISHES THROUGHOUT PRIMED WITH TWO (2) FINISH COATS (COLORS BY OWNER). MECHANICAL/PLUMBING/ELECTRICAL: 1. CONDENSER UNITS TO BE LOCATED ON SIDES OF BUILDING AND REAR (SEE PLANS). AIR HANDLING UNITS TO BE LOCATED IN ATTIC SPACE. DUCTWORK SHALL RUN IN ATTIC SPACE ABOVE FIRST FLOOR CEILING. ANY CHANGES TO THE PROPOSED ARCHITECTURAL DESIGN SHALL BE APPROVED BY THE OWNER PRIOR TO IMPLEMENTATION. 2. LOCATION OF RETURN VENTS TBD. 3. NO 'TOE-KICK' VENTS -TYP. 4. SEAL BETWEEN VENT GRILLES & DRYWALL/FLOOR. 5. PROVIDE MECHANICAL VENTILATION WHERE REQUIRED BY 2018 IRC, SECTION 303.4 6. PROVIDE CODE-REQUIRED RETURN AIR FLOW ON EACH FLOOR. 7. PLUMBING & ELECTRICAL FIXTURES: AMERICAN STANDARD (OR EQUAL); STAINLESS STEEL DOUBLE BOWL SINK W/ 1/2" HP DISPOSAL; ONE PIECE FIBERGLASS TUB WITH CEILING-MOUNTED LIGHT/FAN ABOVE. 8. HOOD VENT ABOVE STOVE REQUIRED. VENT TO EXHAUST VERTICALLY ABOVE CEILING AND UTILIZE A SWEEP TO HORIZONTALLY EXIT THE SIDE OF THE BUILDING. SCALE: 1/4" = 1'-0" 12 FT.8421.50 WALL TYPES REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/CONSTRUCTION 8" / 1'-0"8" / 1'-0" 8" / 1'-0" 8" / 1'-0"8" / 1'-0" 8" / 1'-0" 3" / 1 ' - 0 " 30 YR. ASPHALT SHINGLES ON SYNTHETIC ROOF FELT ON PLYWOOD SHEATHING ATTACHED TO WOOD TRUSSES, TYP. SHINGLE OVER ROOF VENT 6" / 1 ' - 0 " 1'-0" 1' - 0 " 1'-0" 6" 6" 8" 6" 6" HIDDEN LINE TO SHOW WALLS BELOW GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG. HT. 18' -2 1/4" BRG. HT 9' -1 1/8" A-301 3 A-301 4 A-301 5 30 YR. ASPHALT SHINGLES ON SYNTHETIC ROOF FELT ON PLYWOOD SHEATHING ATTACHED TO WOOD TRUSSES 5/8" PLYWOOD SHEATHING PROVIDE AIR FLOW BAFFLES AS REQUIRED TO ALLOW FREE AIR FLOW FROM SOFFIT TO RIDGE VENT METAL DRIP EDGE GUTTER R-30 BATT INSULATION, FULL HEIGHT, UNCOMPRESSED INSULATION @ WALL TOP PLATE 1/2" GYP. BOARD ON ON CEILING JOIST 5/8" GYPSUM WALLBOARD, JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION 2x BLOCKING BETWEEN TRUSSES 1X6 ON 1X8 BUILLT-UP FASCIA PERFORATED CEMENT BOARD SOFFIT SIMPSON HURRICANE CLIP DOUBLE TOP PLATE TYVEK BUILDING WRAP OR APPROVED EQUAL 1/2" PLY SHEATHING DOWNSPOUT, CONTRACTOR TO COORDINATE w/ ARCHITECT R-20 BATT INSULATION 3/4" PLYWOOD SILL PLATE DOUBLE TOP PLATE 1/2" GYP. BOARD NAILED TO THE UNDER SIDE OF TRUSS CEMENT BOARD SIDING ON WOOD STUD WALL SILL PLATE BOLTED TO CONC. FLOOR (SEE STRUC. DWG.) 1X8 TRIM BOARD CONTINUOUS WELL COMPACT FILL METAL LATH W/ 3/4" PLASTER ATTACH TO CMU 1'-0" 8" 1'-0" 9' - 1 1 / 8 " CONCRETE FOOTING SEE STRUCTURAL DETAILS FOR REBAR SIZE AND SPACING REQUIREMENTS 4" CONC. SLAB ON WELL COMPATED FILL GRADE -0' -4" 2x12 FLOOR JOISTS (SEE STRUCT. DWG) 2x12 RIM BOARD 10 MIL VAPOR BARRIER FILL CMU SOLID W/ CONRETE BATT INSULATION, R13 MIN. 2x4 WOOD STUDS 30 YR. ASPHALT SHINGLES ON SYNTHETIC ROOF FELT ON PLYWOOD SHEATHING ATTACHED TO WOOD TRUSSES 5/8" PLYWOOD SHEATHING PROVIDE AIR FLOW BAFFLES AS REQUIRED TO ALLOW FREE AIR FLOW FROM SOFFIT TO RIDGE VENT METAL DRIP EDGE GUTTER 1X6 ON 1X8 BUILLT-UP FASCIA 2X BLOCKING BETWEEN TRUSSES PERFORATED CEMENT BOARD SOFFIT SIMPSON HURRICANE CLIP DOUBLE TOP PLATE R-38 BATT INSULATION 1/2" GYP. BOARD ON ON CEILING JOIST 5/8" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION BATT INSULATION, R-13 MIN. 1'-0" 8" 1'-0" DOWNSPOUT, CONTRACTOR TO COORDINATE w/ ARCHITECT 3/4" PLYWOOD SILL PLATE 5/8" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION BATT INSULATION, R-13 MIN. 1/2" GYP. BOARD NAILED TO THE UNDER SIDE OF FLOOR JOIST CEMENT BOARD SIDING 2x12 FLOOR TRUSSES (SEE STRUCT. DWG.) 2x RIM BOARD (SEE STRUCT. DWG.) DOUBLE TOP PLATE 1/2" PLY SHEATHING TYVEK BUILDING WRAP OR APPROVAL EQUAL 2X4 SILL PLATE BOLTED TO CONC. FLOOR (SEE STRUC. DWG.) 1X8 TRIM BOARD CONTINUOUS METAL LATH W/ 3/4" PLASTER ATTACHED TO CMU CONCRETE FOOTING, SEE STRUCTURAL DETAILS FOR REBAR SIZE AND SPACING REQUIREMENTS WELL COMPACT FILL 4" CONC. SLAB ON WELL COMPACTED FILL 5/8" GYPSUM WALLBOARD JOINTS & NAILHEADS COVERED W/ TAPE & INSULATION BATT INSULATION, R-13 MIN. 10 MIL VAPOR BARRIER JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 5/7/2021 9/7/2021 8:26:46 AM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_22 Nicholas Street_CWalker.rvt 0 LLC WLD A-301 ROOF PLAN/WALL SECTION & DETAILS SCALE: 1/4" = 1'-0"A-301 1 ROOF PLAN SCALE: 3/4" = 1'-0"A-301 2 WALL SECTION SCALE: 1" = 1'-0"A-301 3 EAVE DETAIL SCALE: 1" = 1'-0"A-301 4 SECOND FLOOR FRAMING DETAIL SCALE: 1" = 1'-0"A-301 5 FOUNDATION DETAIL REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/CONSTRUCTION NOTE: APPLY APPROVED TERMITICIDE BELOW SLAB AND BELOW FOOTING PRIOR TO POURING CONCRETE GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG. HT. 18' -2 1/4" BRG. HT 9' -1 1/8" PL A T E H E I G H T 9' - 1 1 / 8 " J G D SHINGLE OVER RIDGE VENT 8" 1'-0" 8" 1'-0" SHAKE SIDING 1X6 BUILT-UP FASCIA 8" CEMENT BOARD SIDING 2" / 1 ' - 0 " CEMENT SIDING-BATTEN BOARD 8" 1'-0" 8X8 PT. WOOD POST 36" HANDRAIL 30 YR. ARCHITECTURAL ASPHALT SHINGLES DOWNSPOUT, CONTRACTOR TO COORDINATE w/ ARCHITECT GRADE -0' -4" 30 YR. ARCHITECTURAL ASPHALT SHINGLES PL A T E H E I G H T 8' - 1 1 / 8 " JJ GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG. HT. 18' -2 1/4" BRG. HT 9' -1 1/8" 6" 1'-0" 3 " / 1 '-0" 8" / 1 ' - 0 " 8" / 1 ' - 0 " 8" / 1 ' - 0 " 8" / 1 ' - 0 " 8" / 1 ' - 0 " F E F K 2" 1'-0" TO P P L A T E B R G . H T . 8' - 1 1 / 8 " SHINGLE OVER RIDGE VENT 30 YR. ARCHITECTURAL ASPHALT SHINGLES 1X6 BUILT-UP FASCIA 8" CEMENT BOARD SIDING CEMENT BOARD TRIM 8X8 PT. WOOD POST 36" HIGH HANDRAIL PO R C H B E A M B E A R I N G H T . 7' - 8 " PO R C H B E A M B R G . H T . 7' - 8 " GRADE -0' -4" GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG. HT. 18' -2 1/4" 8" / 1 ' - 0 " 8" / 1 ' - 0 " E H C 6" 1'-0" 2" 1'-0" TO P P L A T E B R G . H T . 8' - 1 1 / 8 " BRG. HT 9' -1 1/8" SHINGLE OVER ROOF VENT 1X6 BUILT-UP FASCIA 30 YR. ARCHITECTURAL ASPHALT SHINGLES CEMENT BOARD SIDING CEMENT BOARD TRIM 8X8 PT. WOOD POST 36" HIGH RAILING DOWNSPOUT PO R C H B E A M B R G . H T . 7' - 8 " GRADE -0' -4" A GROUND FLOOR 0' -0" SECOND FLOOR 10' -1 1/8" BRG. HT. 18' -2 1/4" BRG. HT 9' -1 1/8" PL A T E H E I G H T 8' - 1 1 / 8 " 6" 1'-0" 8" 1'-0" 108 3" / 1 ' - 0 " CEMENT SIDING-BATTEN BOARD CEMENT BOARD SIDING CEMENT BOARD TRIM 30 YR. ARCHITECTURAL ASPHALT SHINGLES 8X8 PT. POST 1X8 TRIM BOARD 1X6 BUILT-UP FASCIA 8" 1'-0" 30 YR. ARCHITECTURAL ASPHALT SHINGLES DOWNSPOUT, CONTRACTOR T COORDINATE w/ ARCHITECT G 6" 1'-0" A B A PL A T E H E I G H T 9' - 1 1 / 8 " PO R C H B E A M B R G . H T . 8' - 4 " GRADE -0' -4" JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 5/7/2021 9/7/2021 8:27:03 AM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_22 Nicholas Street_CWalker.rvt 0 LLC WLD A-401 EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0"A-401 1 NORTH ELEVATION SCALE: 1/4" = 1'-0"A-401 2 EAST ELEVATION SCALE: 1/4" = 1'-0"A-401 3 WEST ELEVATION SCALE: 1/4" = 1'-0"A-401 4 SOUTH ELEVATION REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/CONSTRUCTION DOOR LEGEND EXIST/EX:EXISTING SCW:SOLID CORE WOOD FS: FLUSH STEEL ALUM: ALUMINUM GL:GLASS ST:PREFINISHED/ STAINED FF:FACTORY FINISH/ STANDARD COLORS PT:PAINT WD:WOOD ID:INSULATED CO: CASED OPENING HM:HOLLOW METAL A H SEE SCHEDULE SE E S C H E D U L E SEE SCHEDULE SE E S C H E D U L E SEE SCHEDULE SE E S C H E D U L E SE E S C H E D U L E SEE SCHEDULE B C D E F G J K 2. ALL CONCRETE MASONRY WALLS TO RECEIVE EPOXY PAINT 3. SHOWER WALLS TO RECEIVE EPOXY WALL COATING RN: RUBBER NOSING RT: RUBBER TILE RSTR: RUBBER STAIR TREAD/RISER SC: SEALED CONCRETE SPF: SPORTS FLOORING SS: SOLID SURFACE ST: STAIN STC: STAMPED CONCRETE SV: SHEET VINYL TBD: TO BE DETERMINED TR: TRANSITION STRIP WC: WALL COVERING WDB:WOOD BASE WDF: WOOD FLOORING WAF: WOOD ATHLETIC FLOORING VCT: VINYL COMPOSITION TILE VP: VINYL PLANK FLOORING VRB: VENTED RUBBER BASE ACT:ACOUSTICAL CEILING TILE CONC: CONCRETE CPT: CARPET CT: CERAMIC TILE CTB: CERAMIC TILE BASE CWT: CERAMIC WALL TILE EPX: EPOXY FLOORING EPC: EPOXY COATING EPP: EPOXY PAINT ETR:EXISTING TO REMAIN EXP: EXPOSED STRUCTURE FRP: FIBER REINFORCED PANEL GB:GYPSUM BOARD GT: GROUT PT: PAINT PC: POLISHED CONCRETE PL: PLASTIC LAMINATE RB:RUBBER / VINYL BASE RF:RUBBER FLOOR FINISH LEGEND NOTES 1. PRIME AND PAINT ALL EXPOSED STRUCTURE, FRAMING, BRACING, DUCT WORK AND CONDUIT JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 20 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 3066.2101 5/7/2021 9/7/2021 8:36:03 AM C:\Revit - Local Projects\3066.2101_Nicholas Street\30662101_Architectural_Local_22 Nicholas Street_CWalker.rvt 0 LLC WLD A-701 DOOR, WINDOW SCHEDULE, DETAILS, ROOM FINISH SCHEDULE DOOR SCHEDULE DOOR NUMBER TYPE DOOR FIRE RATING HARDWARE FRAME COMMENTSWIDTH HEIGHT THICKNESS MATERI AL FINIS H MATERIAL FINISH 103 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT WD PT 104 PD 2' - 4" 6' - 8" 0' - 1 3/8" WD PT WD PT 105 ED 3' - 0" 6' - 8" 0' - 1 3/8" WD PT WD PT 106 PD 2' - 4" 6' - 8" 0' - 1 3/8" WD PT WD PT 107 GD 8' - 0" 7' - 0" 0' - 1 1/2" WD PT WD PT GARAGE DOOR W/ TEMPERED GLASS 107A PD 3' - 0" 6' - 8" 0' - 1 3/8" WD PT WD PT 108 71 5' - 0" 6' - 8" 0' - 2" WD PT WD PT FRENCH DOOR W/ TEMPERED GLASS 109 PD 2' - 4" 6' - 8" 0' - 1 3/8" WD PT WD PT 201 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT WD PT 202 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT WD PT 202A PD 2' - 0" 6' - 8" 0' - 1 3/8" WD PT WD PT 203 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT WD PT 204 DPD 4' - 0" 6' - 8" 0' - 1 3/4" WD PT WD PT 204A PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT WD PT 205 DPD 4' - 0" 6' - 8" 0' - 1 3/4" WD PT WD PT 205A PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT WD PT 206 PD 2' - 6" 6' - 8" 0' - 1 3/8" WD PT WD PT Grand total: 17 SCALE: 1/4" = 1'-0"A-701 1 WINDOW TYPES SCALE: 1/4" = 1'-0"A-701 9 DOOR TYPES TYPE ED TYPE GD TYPE DSG TYPE PD TYPE DPD GARAGE DOORENTRY DOOR DOUBLE SLIDING GLASS DOOR PANEL DOOR DOUBLE PANEL DOOR WINDOW SCHEDULE TYPE MARK R.O. TYPE MATERIAL FINISH GLAZING COMMENTSWIDTH HEIGHT THICKNE SS TYPE A 2' - 4" 5' - 0" Single Hung Window 1x WD PT 1/2" INSULATED B 3' - 0" 5' - 0" Window - Fixed Sash WD PT 1/2" INSULATED C 3' - 0" 1' - 6" Window - Fixed Sash WD PT 1/2" INSULATED D 4' - 0" 1' - 6" Window - Fixed Sash WD PT 1/2" INSULATED E 6' - 0" 5' - 0" Single Hung Window_2x WD PT 1/2" INSULATED F 3' - 0" 6' - 0" Single Hung Window 1x WD PT 1/2" INSULATED G 4' - 8" 4' - 0" Single Hung Window_2x WD PT 1/2" INSULATED H 4' - 0" 1' - 6" Window - Fixed Sash WD PT 1/2 INSULATED J 2' - 4" 4' - 0" Single Hung Window 1x WD PT 1/2" INSULATED K 2' - 0" 2' - 0" Single Hung Window 1x WD PT 1/2" INSULATED Grand total: 17 FINISH SCHEDULE NAME FLOOR FINISH BASE WALL CEILING MATERIAL CEILING HEIGHT CEILING FINISH COMMENTS BATH CT CT GB GB 8' - 11" SMOOTH BEDROOM 2 WDF WDB GB GB 8' - 11" SMOOTH CLOSET WDF WDB GB GB 8' - 11" SMOOTH CLOSET WDF WDB GB GB 8' - 11" SMOOTH DINING WDF WDB GB GB 8' - 1" SMOOTH ENTRY WDF WDB GB GB 7' - 0" SMOOTH FAMILY RM WDF WDB GB GB 8' - 1" SMOOTH FRONT PORCH CONC. - - T&G T&G SLOPE 1% FROM DOOR GARAGE CONC. WDB GB GB 8' - 1" SMOOTH HALF BATH CT CT GB GB 8' - 1" SMOOTH HALL KITCHEN CT WDB GB GB 8' - 1" SMOOTH LAUNDRY CT WDB GB GB 8' - 1" SMOOTH M. BATH CT CT GB GB 8' - 11" SMOOTH MASTER BEDROOM WDF WDB GB GB 8' - 11" SMOOTH REAR PORCH CONC. - - T&G T&G SLOPE 1% FROM DOOR UTILITY WDF WDB GB GB 8' - 1" SMOOTH W.I.C WDF WDB GB GB 8' - 11" SMOOTH REV DATE BY DESCRIPTION 0 08/30/21 WLD ISSUED FOR PERMIT/CONSTRUCTION GENERAL NOTES: MASONRY WALL REINFORCING/JOINTS GENERAL EARTHWORK/FOUNDATION CONCRETE 1. FOUNDATION DESIGN BASIS: BASED ON PRESUMPTIVE VALUES OUTLINED IN IBC 2018, SECTION 1806. ALLOWABLE BEARING CAPACITY IS 1,5000 PSF, MAXIMUM. 2. NO BLASTING WILL BE ALLOWED. 3. CONTROL OF GROUND WATER, IF REQUIRED, SHALL BE ACCOMPLISHED IN A MANNER THAT WILL PRESERVE THE STRENGTH OF THE FOUNDATION SOILS, WILL NOT CAUSE INSTABILITY OF THE EXCAVATION SLOPES, AND WILL NOT RESULT IN DAMAGE TO EXISTING STRUCTURES. 4. COORDINATE FOUNDATION WORK WITH ALL OTHER TRADES. 5. PIPES AND OTHER WORK WHICH REQUIRE EXCAVATING OR TRENCHING ADJACENT TO COLUMN FOOTINGS OR PARALLEL TO WALL FOOTINGS, SHALL NOT BE LOCATED BELOW LINES EXTENDING DOWNWARD FROM THE BOTTOM EDGE OF THE FOOTING AT A 45 DEGREE ANGLE FROM HORIZONTAL. 6. EXCAVATIONS FOR FOOTINGS, GRADE BEAMS, MATS AND OTHER FOUNDATIONS BUILT NEXT TO OR AROUND EXISTING FOUNDATIONS, SHALL NOT EXTEND BELOW THE BOTTOM SURFACE OF THE EXISTING FOOTING UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DESIGN DRAWINGS. HOLES ADJACENT TO EXISTING FOOTINGS (CLOSER TO THE FOOTING EDGE THAN THE HOLE DEPTH) CAN NOT BE OVER-EXCAVATED AND FILLED TO ACCOUNT FOR BAD SOIL UNLESS SPECIFICALLY APPROVED BY THE ENGINEER OF RECORD. 7. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS INCLUDING ELEVATION, SIZE AND THICKNESS OF FOUNDATIONS SHALL BE INDICATED BY THE GENERAL CONTRACTOR ON THE REINFORCING SHOP DRAWINGS. SUCH PROPOSED DEVIATIONS SHALL BE CIRCLED AND NOTED "ENGINEER VERIFY". 8. STRUCTURAL FILL SHALL BE PLACED IN LIFTS NO MORE THAN 8" THICK WITH A COMPACTION OF 95% STANDARD PROCTOR (PER ASTM D-698) MAXIMUM DRY DENSITY. 1. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH TMS 402/602-16 AND THE FOLLOWING: 2. THE REINFORCING, JOINTS AND CRITERIA DESCRIBED IN THE FOLLOWING GENERAL NOTES ARE REQUIRED AS A MINIMUM FOR ALL RUNNING BOND MASONRY WALLS. SEE SPECIFIC CRITERIA ON DESIGN DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS AND/OR STACK BOND CRITERIA: 3. VERTICAL REINFORCING (RUNNING BOND): A. PROVIDE REINFORCING STEEL IN A CONCRETE FILLED CELL CONTINUOUS FROM FOOTING INTO BOND BEAM AT TOP OF WALL. LAP BARS WITH FOOTING DOWEL AND EXTEND 4" MINIMUM INTO BOND BEAM. BREAK-OUT BOTTOM OF BOND BEAM AT FILLED CELL LOCATIONS AND FILL TOP FOUR COURSES OF WALL WHEN BOND BEAM IS FILLED. PROVIDE AT THE FOLLOWING LOCATIONS: • AT ALL WALL CORNERS. • WITHIN 8" OF ENDS OF ALL WALLS AND AT EACH SIDE OF EXPANSION AND CONTROL JOINTS. • AT ALL DOOR AND WINDOW JAMBS AND AT ALL OPENINGS GREATER THAN 16" IN WIDTH. • ALONG ENTIRE LENGTH OF ALL WALLS AS NOTED IN THE TABLE BELOW: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-14, AND THE FOLLOWING: A. CONCRETE STRENGTHS AND MIXES SHALL BE AS FOLLOWS: STRENGTH(PSI) AIR(%) CEMENT(# MIN) W/C RATIO SLUMP AGGREGATE(MAX.) LOCATION 2,000 ** TYPE 1 (376) - - - CONDUIT ENCASEMENT AND BACKFILL BELOW FOOTINGS 3,000 ** TYPE 1 (517) 0.52 4" +/- 1" 3/4" EQUIP. PADS, SPREAD FOOTINGS, WALL FOOTINGS, SHEAR WALLS, AND STAIR PAN FILL 4,000 ** TYPE 1 (611) 0.48 4" +/- 1" 3/4" SLAB ON GRADE 4,000 ** TYPE 1 (611) 0.48 4" +/- 1" 3/4" ELEVATED SLABS 2,500*** ** TYPE 1 (423) - 8" - COARSE GROUT FOR MASONRY BLOCK FILL ** NATURALLY ENTRAPPED AIR ONLY UNLESS CONCRETE IS EXPOSED TO FREEZE/THAW. USE 4% TO 6% ENTRAINED AIR UNDER FREEZE/THAW CONDITION. *** MAXIMUM AGGREGATE SIZE TO BE 3/8". B. FLY ASH PER ASTM C618, TYPE C OR F WILL BE PERMITTED PROVIDED THE FOLLOWING LIMITS ARE MET: 1. THE QUANTITY OF CEMENT REPLACED SHALL BE NO MORE THAN 20%. 2. CEMENT SHALL BE REPLACED BY FLY ASH AT THE RATE OF 1.25 LBS. OF FLY ASH TO 1.0 LBS OF CEMENT. C. ALL CONCRETE DELIVERED TO THE SITE SHALL HAVE A COMPUTER BATCH WEIGHT TICKET. THE BATCH TICKET SHALL SHOW WEIGHTS OF ALL MATERIALS, VOLUME OF CONCRETE AND TIME BATCHED. THE BATCH WEIGHT TICKET SHALL BE GIVEN TO A DESIGNATED OWNER'S REPRESENTATIVE ON SITE AT THE TIME OF DELIVERY FOR VERIFICATION OF MIX PROPORTIONS. D. CONSOLIDATE ALL CONCRETE IN FORMS AND TRENCHES WITH VIBRATORS. POORLY CONSOLIDATED CONCRETE WILL BE REJECTED AND REPLACED AT CONTRACTOR'S EXPENSE. 2. CONCRETE REINFORCING A. ALL REINFORCING SHALL BE PER ASTM A-615, GRADE 60. B. WELDING OF REINFORCING STEEL IS NOT PERMITTED. C. REINFORCING SHALL NOT BE HEATED TO BEND. D. WELDED WIRE FABRIC SHALL BE PER ASTM A-185. 3. SUBMITTALS A. CONCRETE MIX DESIGNS; SHOP DRAWINGS FOR CONCRETE REINFORCING, EMBEDDED ITEMS; ACCESSORIES; AND PRODUCT DATA, ETC. AS OUTLINED IN THE SPECIFICATIONS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT LEAST 15 DAYS PRIOR TO THE START OF WORK FOR APPROVAL. B. ALL DATA SHALL BE SUBMITTED "CONTRACTOR APPROVED". 4. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY THE OWNER. A. WHEN EXCAVATION TO REQUIRED SUBGRADE ELEVATIONS IS REACHED. B. 24 HOURS PRIOR TO ANY SCHEDULED CONCRETE PLACEMENT FOR INSPECTION OF FORMWORK, REINFORCING AND EMBEDDED ITEMS. MASONRY REINFORCING LAP LENGTHS BAR LENGTH #4 24" #5 30" . 1. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT INFORMATION FOR THE PLAN READER'S CONVENIENCE. SEE PLANS AND SPECIFICATIONS FOR FURTHER REQUIREMENTS. 2. ALL REFERENCES TO STANDARDS HEREIN ARE TO MOST RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE DOCUMENTS. 3. DESIGN BASIS: 2018 INTERNATIONAL BUILDING CODE (IBC) WITH GA AMENDMENTS GENERAL RISK CATEGORY = II A. WIND: ULTIMATE DESIGN WIND SPEED = 113 MPH WIND EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = 0.18 ± (ENCLOSED BUILDING) COMPONENT & CLADDING DESIGN PRESSURE - 35 PSI MAX B. SEISMIC: SEISMIC IMPORTANCE FACTOR Ie = 1.0 MAPPED SPECTRAL RESPONSE ACCEL. (SHORT PERIODS) Ss = 0.264 MAPPED SPECTRAL RESPONSE ACCEL. (1 SECOND PERIOD) S1 = 0.097 SITE CLASS = D (DEFAULT) SPECTRAL RESPONSE COEFFICIENT (SHORT PERIODS) SDS = 0.28 SPECTRAL RESPONSE COEFFICIENT (1 SECOND PERIOD) SD1 = 0.16 SEISMIC DESIGN CATEGORY = C ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE BASIC SEISMIC FORCE RESISTING SYSTEM - LIGHT WOOD FRAMING WITH SHEATHING RESPONSE MODIFICATION FACTOR R = 6.5 SEISMIC RESPONSE COEFFICIENT Cs = 0.004 DESIGN BASE SHEAR = 2K C. LIVE LOADS: ROOF: 20 psf FLOOR: 40 psf D. GROUND SNOW LOAD: 5 psf 4. ABBREVIATIONS: T TOP (BAR) FIN FINISH REINF REINFORCING B BOTTOM (BAR) FLR FLOOR TRS TRUSS INT INTERIOR CLR CLEAR STL STEEL EXT EXTERIOR T/* TOP OF * WD WOOD EL ELEVATION B/* BOTTOM OF * CONC CONCRETE O.C. ON CENTER W/* WITH * MSNRY MASONRY E.W. EACH WAY GA GAGE/GAUGE L.G. LIGHT GAGE E.F. EACH FACE EQ EQUAL APPROX APPROXIMATE N.S. NEAR SIDE FTG FOOTING SPC'S SPACE/SPACES/SPECS F.S. FAR SIDE TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE W.P. WORK POINT JST JOIST PLCS PLACES EX. EXISTING (E) EXISTING H.R. HANDRAIL 5. UNLESS OTHERWISE NOTED, REQUIREMENTS GIVEN FOR ONE LOCATION ALSO APPLY AT OTHER LOCATIONS AT WHICH CONDITIONS ARE SIMILAR. THE REQUIREMENTS GIVEN SHALL BE ADAPTED TO CONDITIONS AT SIMILAR LOCATIONS. 6. COORDINATE WORK OF OTHER TRADES SHOWN ON DRAWINGS WITH STRUCTURAL WORK. 7. SHOP DRAWINGS FOR ANY PART OF THE STRUCTURAL WORK SHALL SHOW THE INTERFACE WITH OTHER RELATED TRADES. THE CONTRACTOR SHALL VERIFY DIMENSIONS, LOCATIONS, MATERIALS, ETC. OF RELATED TRADES BY CERTIFIED MANUFACTURER'S DRAWINGS AND SO INDICATE BEFORE SUBMITTING SHOP DRAWINGS FOR ARCHITECT/ENGINEER'S APPROVAL. 8. THE DESIGN OF THE STRUCTURE SHOWN IS BASED ON INTERACTION OF VARIOUS CONNECTED PARTS AND THE DESIGN LOADS NOTED ABOVE. THE STRENGTH AND STABILITY OF CONSTRUCTION UNDERWAY MAY REQUIRE SUPPLEMENTAL TEMPORARY SUPPORTS, BRACING OR OTHER MEASURES. THE CONTRACTOR SHALL DETERMINE THE NEED OF SUCH TEMPORARY SUPPORT DURING CONSTRUCTION AND PROVIDE ALL SUCH MEASURES. B. VERTICAL BAR SPLICES SHALL HAVE A MINIMUM LAP AS NOTED IN THE TABLE BELOW C. VERTICAL FILLED CELLS SHALL BE FILLED WITH CONCRETE IN 4'-0" MAX. LIFTS. 4. HORIZONTAL REINFORCEMENT (RUNNING BOND): A. PROVIDE HORIZONTAL JOINT REINFORCING CONSISTING OF (2) LONGITUDINAL W1.7 (9 GAGE) WIRES @ 16" O.C. MAX. B. PROVIDE CONCRETE FILLED BOND BEAM WITH 2 - #5 REBARS CONTINUOUS WHERE WALLS ARE STRUCTURALLY CONNECTED TO ROOF AND FLOOR LEVELS AND AT THE TOPS OF ALL WALLS. 5. CONTROL JOINTS: A. CONTROL JOINTS SHALL BE LOCATED IN ALL WALLS AT THE FOLLOWING LOCATIONS: • AT A MAXIMUM SPACING OF 3 TIMES THE WALL HEIGHT, BUT NOT GREATER THAN 40'-0" ON CENTER. • AT A DISTANCE OF NOT OVER ONE TIME THE WALL HEIGHT FROM BUILDING CORNERS. • AT ALL CHANGES IN WALL HEIGHT. • AT ALL CHANGES IN WALL THICKNESS, SUCH AS AT PIPE OR DUCT CHASES, AND ADJACENT TO STEEL COLUMNS EMBEDDED IN WALLS AND PILASTERS. • ABOVE JOINTS IN FOUNDATIONS AND IN FLOORS. • BELOW JOINTS IN FLOORS OR ROOFS THAT BEAR ON THE WALL. B. MASONRY WALL CONTROL JOINTS: ALL HORIZONTAL JOINT REINFORCING SHALL TERMINATE AT THE CONTROL JOINT (UNLESS NOTED OTHERWISE ON DRAWINGS). INTERRUPT HORIZONTAL REINFORCING IN INTERMEDIATE BOND BEAMS. ALL BOND BEAM REINFORCING IN BOND BEAMS LOCATED AT OR NEAR THE TOP OF THE WALL SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. C. IF CONTROL JOINTS ARE NOT SHOWN ON THE DRAWINGS, COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER, BEFORE CONSTRUCTION BEGINS, TO DETERMINE JOINT LOCATIONS REQUIRED. Fy=60,000psi, F'm=1,500psi, BARS TO BE CENTERED IN THE WALL 2. ALL WOOD TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION MANUALS. 3. DESIGN CALCULATIONS SHALL BE PREPARED BY A REGISTERED, PROFESSIONAL LICENSED ENGINEER IN THE STATE OF THE PROJECT. 4. NO MEMBER STRESS INCREASES DUE TO LOAD DURATION ARE ALLOWED, I.E. DURATION FACTOR EQUAL 1.0. 5. MAXIMUM SPACING O TRUSSES IS 2'-0" CENTER TO CENTER 6. PROVIDE CONTINUOUS, PERMANENT 2X4 LATERAL BRACING (#2 FIR OR BETTER) AT MID-POINT OF DIAGONAL WEB MEMBERS IN TWO (2) CENTER PANELS OF EACH TRUSS. ANCHOR TO EACH END WALL. 7. PROVIDE PERMANENT 2X4 DIAGONAL BRACING (#2 FIR OR BETTER) IN THE PLANE OF THE DIAGONAL WEB MEMBERS (NOTE 4) AT APPROXIMATELY 45° ANGLE (12'-0" O.C. MAXIMUM). 8. PROVIDE CONTINUOUS, PERMANENT 2X4 (#2 SOUTHERN PINE OR BETTER) BOTTOM CHORD BRACING SPACED 8'-0" O.C. MAXIMUM (LOCATE AT PANEL POINTS). 9. PROVIDE PERMANENT 2X4 (#2 SOUTHERN PINE OR BETTER) DIAGONAL BOTTOM CHORD BRACING AT 20'-0" O.C. MAXIMUM AND AT EACH END WALL. 10. PROVIDE TEMPORARY AND PERMANENT LATERAL BRACING AS REQUIRED BY TRUSS MANUFACTURER TO ASSURE STABILITY DURING CONSTRUCTION. STABILITY OF STRUCTURE IS CONTRACTORS RESPONSIBILITY DURING ERECTION. 11. PROVIDE TRUSS CONNECTORS AT FLAT BOTTOM CHORD TRUSSES AND RAFTERS. (SIMPSON H3 HURRICANE CONNECTORS OR EQUAL). 12. PROVIDE TRUSS CONNECTORS AT SCISSOR TRUSSES (SIMPSON TC TRUSS CONNECTOR OR EQUAL.) 13. WHERE TRUSSES SPAN ACROSS NON-LOAD BEARING WALLS LEAVE 1" GAP AND CONNECT TOP OF WALL TO SIDE OF EACH TRUSS WITH A ROOF TRUSS CLIP (SIMPSON STC/STCT/DTC ROOF TRUSS CLIP OR EQUAL). 14. ALL OPENINGS IN ROOF DECK SHALL BE REINFORCED ALONG ALL EDGES WITH 2X4 BLOCKING (MIN). 15. ADD ADDITIONAL WEB REINFORCEMENT AT MECHANICAL EQUIPMENT POINT LOADS. SIMPSON STRONG TIE HRS 12 GAGE STRAPS. 16. SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. SUBMIT LAYOUT PLANS, TYPICAL DETAILS, BRACING REQUIREMENTS AND TRUSS DESIGN DETAILS FOR THE ENTIRE PROJECT. DESIGN CALCULATIONS SHALL BE SUBMITTED AND SIGNED AND SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT. WOOD TRUSS NOTES TOP CHORD LIVE 40 P/F (20 PSF) TOP CHORD UPLIFT 30 P/F (15 PSF) TOP CHORD DEAD 30 P/F (15 PSF) BOTTOM CHORD DEAD 20 P/F (10 PSF) 40 P/F (20 PSF) 20 P/F (10 PSF) BOTTOM CHORD DEAD 80 P/F (40 PSF) BOTTOM CHORD LIVE TOP CHORD LIVE 40 P/F (20 PSF) TOP CHORD UPLIFT 30 P/F (15 PSF) TOP CHORD DEAD 30 P/F (15 PSF) 1. DESIGN LOADS SHALL BE AS FOLLOWS. TYPICAL TRUSS ATTIC TRUSS 20 P/F (10 PSF) LOAD-BEARING WOOD STUDS 1. ALL WOOD FRAMING SHALL BE DESIGNED AND ERECTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION MANUALS. 2. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE 2X6 (NOMINAL) #2 SOUTHERN PINE OR BETTER. 3. NO MEMBER STRESS INCREASES DUE TO LOAD DURATION ARE ALLOWED, I.E. DURATION FACTOR EQUAL 1.0. 4. ALL FRAMING, STUDS, SILL PLATES, TOP PLATES, BRIDGING, BRACING AND ACCESSORIES SHALL MEET THE REQUIREMENTS OF THE IBC CODE. AS A MINIMUM 16d FRAMING NAILS SHALL BE USED FOR STUD WALL CONSTRUCTION. UNLESS NOTED OTHERWISE ALL NAIL SIZES AND NAILING PATTERNS SHALL MEET THE REQUIREMENTS OF THE IBC 2018. 5. STUDS SHALL HAVE FULL BEARING AGAINST THE SILL PLATE AND TOP PLATE. STUDS MUST BE CUT SQUARE. 6. MAXIMUM SPACING OF STUDS IS TO BE 1'-4" ON CENTER, UNLESS NOTED OTHERWISE ON THE PLANS. 7. PROVIDE PERMANENT 2X4 LATERAL BRIDGING (#2 FIR OR BETTER) BETWEEN EACH STUD. BRIDGING IS TO BE SPACED AT NO MORE THAN 5'-0" O.C. VERTICALLY. 8. PROVIDE PERMANENT 2X4 LATERAL BRIDGING (#2 SOUTHERN PINE OR BETTER) BETWEEN EACH FLOOR JOIST OR ROOF RAFTER. BRIDGING IS TO BE SPACED AT NO MORE THAN 8'-0" O.C. 9. MINIMUM SILL PLATE FASTENING TO CONCRETE OR MASONRY SHALL BE 1/2" DIAMETER ANCHOR BOLTS SPACED AT 4'-0" O.C. FOR BEARING WALLS AND SHEAR WALLS. ANCHOR BOLTS MAY BE CAST-IN-PLACE WITH A 7" MINIMUM EMBEDMENT AND AN OVERSIZED WASHER UNDER THE NUT, OR ADHESIVE TYPE ANCHORS. 10. VOIDS BENEATH BOTTOM PLATE SHALL NOT BE PERMITTED. CONTRACTOR SHALL PROVIDE A REASONABLY LEVEL SLAB WITH A TOLERANCE OF 1/8" IN 10 FEET. WHERE UNEVENNESS OF SUPPORTING FLOOR PREVENTS CONTINUOUS SOLID BEARING, PLATE SHALL BE LEVELED BY PLACING MORTAR OR GROUT BENEATH TRACK. 11. CONTINUOUS STUDS EACH SIDE OF HEADERS SHALL BE EQUAL TO 1/2 OF THE INTERRUPTED STUDS PLUS ONE STUD AT EACH SIDE. USE MINIMUM OF TWO (2) STUDS EACH SIDE. HEADERS SHALL BE DESIGNED TO TRANSFER ALL UNIFORM AND/OR CONCENTRATED LOADS. SHEAR SHALL BE TRANSFERRED BY FULL BEARING ON JACK STUDS. 12. CUTTING OF LOAD-BEARING WOOD STUDS IS NOT PERMITTED WITHOUT SPECIFIC APPROVAL FROM THE ENGINEER OF RECORD. 13. PROVIDE TEMPORARY AND PERMANENT LATERAL BRACING AS REQUIRED TO ASSURE STABILITY DURING CONSTRUCTION. STABILITY OF STRUCTURE IS CONTRACTOR'S RESPONSIBILITY DURING ERECTION. 14. NON-LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 1 1/2" CLEARANCE FROM TOP OF WALL TO BOTTOM CHORD OF FLOOR OR ROOF TRUSSES. CONNECT NON-LOAD BEARING WALLS TO SIDE OF EACH TRUSS WITH A ROOF TRUSS CLIP (SIMPSON STCT ROOF TRUSS CLIP OR EQUAL). 15. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR ABOVE THE PLANE OF ROOF SHALL BE PRESSURE TREATED. 16. EXTERIOR WALL SHEATHING SHALL BE FASTENED TO WALL STUDS w/8D NAILS AS NOTED ON THE DESIGN DRAWINGS. 17. LOAD BEARING STUDS CORED FOR ELECTRICAL CONDUIT OR PLASTIC PIPING SHALL BE REINFORCED w/SIMPSON NS OR PSPN NAIL STOPPERS ON EACH SIDE OF STUD. 18. LOAD BEARING STUDS NOTCHED FOR UTILITIES SHALL BE REINFORCED w/SIMPSON HSS OR SS STUD SHOES. 19. MINIMUM GIRDER TRUSS SUPPORT SHALL BE 3 FULL HEIGHT STUDS CONTINUOUS TO THE FOUNDATION. 20. TOP PLATES OF EXTERIOR WALLS & INTERIOR SHEAR WALLS SHALL BE REINFORCED WHERE NOTCHED w/SIMPSON CTS COMPRESSION & TENSION STRAPS. 21. PLYWOOD AND ORIENTED STRAND BOARD (OSB) A. STAGGER END JOINTS OF ROOF SHEATHING AND SHEAR WALLS B. H-CLIPS SHALL BE USED FOR ALL ROOF SHEATHING 21. STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM WALL BOARD USED AS SHEAR WALL SHEATHING. END JOINTS SHALL NOT OCCUR OVER THE SAME VERTICAL STUD. 22. ALL ENGINEERED LUMBER SHALL HAVE THE FOLLOWING MINIMUM MATERIAL PROPERTIES. A. Fb = 2600psi B. Fv = 285psi C. E = 1,900,000psi D. Fcll = 2510psi E. Fc^ = 750psi F. G = 125,000psi 23. ALL METAL WOOD CONNECTORS SHALL BE FULLY NAILED PER THE REQUIREMENTS OF SIMPSON STRONG TIE PRODUCTS. ALL CONNECTORS SHALL BE CAPABLE OF RESISTING THE CORROSIVE EFFECTS OF THE EXTERIOR PRESERVATIVE PRESSURE TREATMENT AND SHALL BE INSTALLED PRIOR TO APPLICATION OF LOADS. JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 22 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 9/7/2021 8:47:13 AM K:\30662101\Struc\30662101_Structural-Central_22 Nicholas Street.rvt 0 THW MWL S-001 GENERAL NOTES REV DATE BY DESCRIPTION 0 08/30/21 MWL ISSUED FOR PERMIT / CONSTRUCTION E.O.S. AND FACE OF 8" CMU WALL, TYP. 4" (NOMINAL) THK. CONC. SLAB w/ 1.5#/ C.Y. OF POLYPROPYLENE FIBERS. T/SLAB 0'-0" TYP. U.N.O. 4" (NOMINAL THK. CONC. SLAB w/ 1.5#/C.Y. OF POLYPROPYLENE FIBERS. T/SLAB EL. @ HIGH POINT -0'-4" 15'-0"10'-3 1/2" E.J. E. J . E. J . 1'-6" WIDE x 1'-0" Dp. THICKENED SLAB CENTERED-ON-WALL SEE ARCH, TYP. E.J. 10'-0 3/8" 9 1/2" 6'-5 1/2"7'-4 1/2" 4' - 0 " 14 ' - 4 1 / 2 " 22 ' - 4 1 / 2 " 1' - 6 " C.J. C.J. C.J. C.J. C.J. C. J . C. J . C. J . C. J . 2 S-101 2 S-101 2 S-101 5 S-101 5 S-101 3 S-101 2 S-101 4/48 4/48 4/48 4/48 4/48 4/48 4/48 1'-6" WIDE x 1'-0" Dp. THICKENED SLAB CENTERED- ON-WALL SEE ARCH, TYP. 1'-6" WIDE x 1'-0" Dp. THICKENED SLAB CENTERED- ON-WALL SEE ARCH, TYP. 9'-5 1/4" 11'-2 1/4" 6' - 2 3 / 4 " 2 S-101 TYP. U.N.O. 42 ' - 3 " 4" (NOMINAL) THK. CONC. SLAB w/ 1.5#/ C.Y. OF POLYPROPYLENE FIBERS. T/SLAB EL. -0'-4" (SEE ARCH FOR STAIRS) 4" (NOMINAL) THK. CONC. SLAB w/ 1.5#/ C.Y. OF POLYPROPYLENE FIBERS. T/SLAB EL. -0'-4" T/FTG EL. -2' - 0" TYP. U.N.O. 12" SQ. x 8" THK. THICKENED SLAB @ POST LOCATIONS 6" WIDE x 8" THK. SLAB EDGES, TYP. 12" SQ. x 8" THK. SLAB @ POST LOCATIONS, TYP. 6" WIDE x 8" THK. SLAB EDGES, TYP.T/SLAB @ LOW POINT EL. -1'-6" TYP. U.N.O. SL O P E SIM. 3 S-101 10'-8" O/O FACE OF CMU 14'-7 1/2" O/O FACE OF CMU 25'-3 1/2" O/O FACE OF CMU WALL EDGE OF GARAGE SLAB & HOUSE SLAB AND INSIDE FACE OF CMU WALL EDGE OF HOUSE & PORCH SLAB EDGE OF HOUSE & PORCH SLAB AND FACE OF CMU WALL 2' - 1 0 3 / 4 " EDGE OF HOUSE & PORCH SLAB EDGE OF HOUSE SLAB EDGE OF HOUSE & PORCH SLAB EDGE OF HOUSE SLAB EDGE OF HOUSE & GARAGE SLAB EDGE OF HOUSE & GARAGE SLAB AND FACE OF CMU WALL EDGE OF HOUSE & PORCH SLAB EDGE OF PORCH SLAB EDGE OF HOUSE & PORCH SLAB EDGE OF HOUSE SLAB 1'-7 1/2" LEGEND: 4/48 DENOTES REBAR SIZE & SPACING. SEE PLAN - 2 -#4's x 4'-0"Lg. (TYP. U.N.O.)- 1/4" EXPANSION JOINT E.J.- CONTROL JOINT. SAWCUT 1"Dp. WITHIN 2 HOURS OF CASTING. C.J.- TYPICAL UNLESS NOTED OTHERWISE -TYP. U.N.O. EDGE OF SLABE.O.S.- OUTSIDE -TO-OUTSIDE O/O - PLAN SEE CONC. FILL ALL CELLS VAPOR BARRIER 4" MIN. POROUS FILL COMPACTED SUBGRADE 3/8"⌀A.B. w/ OVER SIZE WASHER @ 48" O.C. 2x STUD PER PLAN GRADE 8" CMU PER PLAN #4's @ 48" O.C. 2-#5's CONT. FIN. FLR. FACE OF STUD SEE PLAN 8" U.N.O. ON PLAN 1'-6" TYP. 3" CLR. 3" CLR. T/FTG. PER PLAN NOTE: TYPICAL WALL FOOTING/CMU FOUNDATION WALL BONDBEAM REINFORCING TO MATCH SIZE AND SPACING OF BARS IN CONTINUOUS FOOTING/OR BOND BEAM AT CORNER LOCATIONS. 1 2 #5 CONT. SEE PLAN T/SLAB AND POLYPROPYLENE FIBERS. SEE PLAN VAPOR BARRIER COMPACTED SUBGRADE SEE PLAN 1'-0" TYP. U.N.O. ON PLAN DRIVEWAY PAVEMENT 1 2 VAPOR BARRIER 4" POROUS FILL #4's @ 48" O.C. 2xSTUD WALL PER PLAN. 3/8"ø 1"-0" ANCHOR BOLTS @ 48" O.C. (9" EMBED, 3" HOOK, PROJ. & THRD.) U.N.O. ON PLAN 1'-6" 2-#5's CONT. 1'-0" 3" CLR.PLAN SEE 8" CMU, CONC. FILL ALL CELLS 3/8"DIA. A.B. W/ OVER SIZE WASHER @ 48" O.C., TYP. 2x STUD PER PLAN, TYP. GRADE #4's @ 48" O.C., TYP. 2-#5's CONT. FACE OF STUD & FACE OF MASONRY 4" 1'-8" 8" U.N.O. ON PLAN 1'-6" TYP. 3" CLR. 3" CLR. T/FTG. PER PLAN NOTE: TYPICAL WALL FOOTING/CMU FOUNDATION WALL BONDBEAM REINFORCING TO MATCH SIZE AND SPACING OF BARS IN CONTINUOUS FOOTING/OR BOND BEAM AT CORNER LOCATIONS. T/CMU & T/HOUSE SLAB EL. 0'-0" T/GARAGE SLAB EL. -1'-4" 2x8 BOTTOM PL. CONT., TYP. 9"9" L CMU WALL/FTGC COMPACTED SUBGRADE, TYP. VAPOR BARRIER, TYP. SEE PLAN T/HOUSE SLAB T/GARAGE SLAB E.J. TYP. w/ CAULK @ TOP 4" JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 22 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 9/7/2021 8:47:29 AM K:\30662101\Struc\30662101_Structural-Central_22 Nicholas Street.rvt 0 THW MWL S-101 FOUNDATION & SLAB PLAN AND CONCRETE SECTIONS & DETAILS SCALE: 1/4" = 1'-0"S-101 1 FOUNDATION AND SLAB PLAN SCALE: 1/4" = 1'-0" 12 FT.8421.50 N SCALE: 1" = 1'-0"S-101 2 SECTION SCALE: 1" = 1'-0"S-101 3 SECTION SCALE: 1" = 1'-0"S-101 5 SECTION REV DATE BY DESCRIPTION 0 08/30/21 MWL ISSUED FOR PERMIT / CONSTRUCTION SCALE: 1" = 1'-0"S-101 4 SECTION 1' - 0 " 1' - 5 1 / 2 " 21 E Q . S P C S . @ 1 6 " O . C . = 2 8 ' - 0 " * W O O D R O O F T R U S S E S B Y T R U S S M A N U F A C T U R E R 31 ' - 4 1 / 2 " 5' - 4 1 / 2 " 1' - 6 " 38 ' - 3 " 25'-3 1/2" 11'-5 1/2"6'-5 1/2"7'-4 1/2" *W O O D T R U S S E S BY T R U S S M F R . GABLE END TRUSS 1/2" NOMINAL PLYWOOD SHEATHING, TYP. ATTACH / 10d NAILS @ 3" O.C. ON PANEL EDGES & 6" O.C. ELSEWHERE. PROVIDE BLOCKING UNDER PANEL EDGES. FACE OF STUD TYP. U.N.O. ROOF OUTLINE AND EDGE OF SHEATHING, TYP. GABLE END TRUSS RI D G E SLOPESLOPE GABLE END TRUSS TYP.TYP. RI D G E RI D G E SLOPE SLOPE 1' - 5 1 / 2 " 4 E Q . S P C S . @ 1' - 1 " = 4' - 4 1 / 2 " NOTES: * -2x6 ROOF RAFTERS WITH COLLAR TIES AND 2x10 RIDGE BEAM MAY BE USED INSTEAD OF TRUSSES AT THE CONTRACTORS OPTION. 3 P L Y - 5 1 / 4 " x 1 1 1 / 4 " M I C R O L A M L V L 3 P L Y - 5 1 / 4 " x 1 1 1 / 4 " M I C R O L A M L V L 10'-9 3/4"4'-3 1/2"10'-2 1/4" 1' - 4 1 / 8 " 8 E Q . S P C S . @ 1 6 " O . C . 1 0 ' - 8 " 6" 2x 1 2 J O I S T , T Y P . 9 1 / 2 " OPEN 10 " 9 E Q . S P C S . @ 1 6 " O . C . = 1 2 ' - 0 " 9 1 / 2 " 9" 13 E Q . S P C S . @ 1 6 " O . C . = 1 7 ' - 4 " 11 " 2x 1 2 J O I S T S , T Y P . 2x 1 2 J O I S T S , T Y P . 7 7 / 8 " 2x 1 2 J O I S T S , T Y P . 10 5 / 8 " 11 3 / 4 " 10 3 / 4 " 2x 1 2 J O I S T S T Y P . 9 3 / 4 " 2x 1 0 J O I S T S , T Y P . 25'-3 1/2" O/O FACE OF STUD 4' - 0 " 18 ' - 0 " 7' - 1 1 / 2 " 13 ' - 1 1 / 2 " SEE NOTE 1. EDGE OF SHEATHING @ OUTLINE COVERED AREAS, TYP. 2x4 INTERIOR STUD WALL, TYP. U.N.O. 2x6 JST., TYP. 10 1/4" 6 EQ. SPCS. @ 16 O.C. = 8'-0" 10 1/4" L LVL, TYP.CRIDGERIDGESL O P E RI D G E SLOPE SLOPE SLOPESLOPESL O P E FACE OF STUD, TYP. U.N.O. 1' - 6 " 2' - 1 1 " 33 ' - 1 0 " 4' - 0 " 42 ' - 3 " O / O F A C E O F S T U D 2' - 5 1 / 2 " SEE NOTE 1. EDGE OF SHEATHING @ OUTLINE COVERED AREAS, TYP. SEE NOTE 1. 10'-8" 9 1/2" 6'-5 1/2"7'-4 1/2" SEE NOTE 2. A B 1 3 2 4 5 DOUBLE 2x8 DOUBLE 2x8 DOUBLE 2x8 6'-5 1/2"6'-5 1/2" 3'- 6 " P.T. 6x6 WOOD POST, TYP. (3 PLCS.). SEE NOTE 3. P.T. 6x6 WOOD POST, TYP. (2 PLCS.). SEE NOTE 3. 38 ' - 3 " ATTACH LEDGER TO FACE OF SHEATHING, TYP. 2x10 P.T. LEDGER BOARD TO FACE OF SHEATHING, TYP. (2 PLCS.) 1'-0" 8 EQ. SPCS. @ 18" O.C. = 12'-0" 1'-0" 2x6 JOISTS, TYP. 10'-8" 2x6 JOISTS, TYP. 2x 6 2x 6 TYP. 2x 6 2x 6 2x 6 11 3/4" 3 EQ. SPCS. @ 1'-6" = 4'-6" 11 3/4" 4 EQ. SPCS. @ 1'-6" = 6'-0" 5 1/2" TYP. 2x6 RAFTERS 2x10 LEDGER CONT. TRIPLE 2x12 DO U B L E 2 x 1 2 JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 22 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 9/7/2021 8:48:05 AM K:\30662101\Struc\30662101_Structural-Central_22 Nicholas Street.rvt 0 THW MWL S-201 SECOND FLOOR AND ROOF FRAMING PLANS SCALE: 1/4" = 1'-0"S-201 2 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 12 FT.8421.50 N NOTES: 1. 1/2" NOMINAL PLYWOOD SHEATHING, TYP. ATTACH / 10d NAILS @ 6" O.C. ON PANEL EDGES & 12" O.C. ELSEWHERE. PROVIDE BLOCKING UNDER PANEL EDGES. 2. 3/4" NOMINAL TOUNGE AND GROOVE PLYWOOD SHEATHING, TYP. ATTACH / 10d NAILS @ 6" O.C. ON PANEL EDGES & 12" O.C. ELSEWHERE. PROVIDE BLOCKING UNDER PANEL EDGES. 3. ROVIDE A 3" KNOTCH TO ACCOMODATE DOUBLE 2x8 BEAM. PROVIDE MIN. OF (2) 1/2"Ø THRU-BOLTS WITH WASHERS. PROVIDE CBSQ88-SDS2 SIMPSON POST BASE CONNECTOR OR CONTRACTOR APPROVED EQUAL, TYP. INSTALL PER MANUFACTURERS INFO. 4. CONTRACTOR TO COODINATE WITH ARCHITECT & ENGINEER ONSITE FOR ALL PROPOSED CHASE SPACE LOCATIONS PRIOR TO CONSTRUCTION. SCALE: 1/4" = 1'-0"S-201 1 SECOND FLOOR FRAMING PLAN REV DATE BY DESCRIPTION 0 08/30/21 MWL ISSUED FOR PERMIT / CONSTRUCTION JOINT. (MINIMUM 4 - 8d NAILS EACH SIDE). 3" WIDE x 2'-0" LONG STRAP OVER BEAM/TOP PLATE WITH TOP OF TOP PLATE, INSTALL 16 GAGE x IF TOP OF BEAM IS SET FLUSH NOTE: TOP PLATE JOINT IN STANDARD STUD LENGTH - SEE SCHEDULE MINIMUM BEARING BEAM SEE PLAN TOP PLATE MIN. 2'-0" MIN. 2'-0" SIMPSON H2.5 ANCHOR AT EA. TRUSS 2x STUDS w/ DOUBLE TOP PLATE ROOF TRUSS PER PLAN 2x4 BLOCKING (CUT TO ROOF SLOPE). SECURE ROOF SHEATHING TO BLOCKING w/ 8d NAILS AT 6" O.C. SHEATHING DRYWALL (SEE ARCH) T/CONCRETE SLAB OR CONCRETE BLOCK (SEE PLAN) 2x WALL P.T. SILL 2 -2x WALL STUD MIN. SIMPSON BOLTED HD3B HOLD DOWN ANCHOR AND 2 -5/8"ø STUD BOLTS, SEE MANUFACTURERS INFO. 5/8"ø ANCHOR BOLT, TYP. FOR EMBEDMENT SEE DETAIL 1/S-501. SHEATHING JOINT 4'-0" O.C. MAX. 6" O.C. MAX FOR BASE PL 6" O.C., U.N.O. FOR SHEAR WALLS6" O.C. 6" O.C. STAGGERED 2x4 MIN. BLOCKINGSTAGGERED HORIZ. JOINT DOUBLE TOP PLATE NOTE: IF TOP OF PARALLAM OR LVL BEAM IS SET FLUSH WITH TOP OF TOP PLATE, INSTALL 16 GAGE x 3" WIDE x 2'-0" LONG STRAP OVER BEAM / TOP PLATE JOINT. (MINIMUM 4 - 8d NAILS EACH SIDE). JOINT IN TOP PLATE DOUBLE 2x10 (w/ SPACER) DOOR / WINDOW HEADER STANDARD 2x4 OR 2x6 STUD FRAMING (TYP.)12" O.C. MAX. BRICK OR STONE MASONRY VENEER IF REQ'D SHALL BE ATTACHED TO THE STRUCTURAL WALL WITH ANCHOR TIES SPACED SO AS TO SUPPORT NO MORE THAN 2 SQUARE FEET OF WALL AREA. TIES MAY BE 22 GAUGE SHEET METAL 1 INCH WIDE MINIMUM OR TRUSS WIRE WITH MINIMUM 9 GAUGE WIRE. STAGGERED HORIZ. JOINTS STAGGERED HORIZ. JOINTS 6" O.C. MAX. U.N.O. FOR SHEAR WALLS PARALLAM OR LVL BEAM PER PLAN MAX. O.C. MIN.MIN. MAX. OPN'G (ONE STUD) LENGTH IS TWO STUDS (3") U.N.O. MI N . REF: WOOD FRAMING NOTES. 1' - 9 1 / 2 " AS R E Q ' D 6" O . C . M A X OPENING > 3'-6" MINIMUM BEARING 2'-0"2'-0" 3'-0" MIN. 1 1/2" 1'-0" 6" M A X 1 1 / 2 " M I N . 1 1/2" MIN. 6" MAX. SIMPSON HOLD DOWN, TYP. SEE DETAIL2/601 . LOCATE AS SHOWN @ LARGE OPENINGS AND @ EACH BLDG. CORNER. T/CONC. SLAB (SEE PLAN) 2x STUD SUB FLOOR RIM BOARD FLOOR JOIST SHEATHING CONTINUOUS ACROSS JOINTS. SHEATHING MAY BE SPLICED AT CENTER OF RIM BOARD. DOUBLE TOP PLATE 2x STUD SILL PLATE NOTE: PROVIDE BLOCKING IN STUD WALL AT ALL SHEATHING JOINTS. FLOOR JOIST, TYP. 2x STUD SUB FLOOR RIM BOARD DOUBLE TOP PLATE 2x STUD SILL PLATE SHEATHING CONTINUOUS ACROSS JOINTS. SHEATHING MAY BE SPLICED AT CENTER OF RIM BOARD. NOTE: PROVIDE BLOCKING IN STUD WALL AT ALL SHEATHING JOINTS. JL A - 2 4 X 3 6 . R F A RE V . 0 3 / 1 3 / 2 0 1 9 B L B DRAWN BY: CHECKED BY: JOHNSON, LASCHOBER & ASSOCIATES, P.C. SCALE DATE: PROJECT NO. DRAWING NO.REV. Since 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 22 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 9/7/2021 8:48:41 AM K:\30662101\Struc\30662101_Structural-Central_22 Nicholas Street.rvt 0 LLC MWL S-601 WOOD SECTIONS AND DETAILS SCALE: 3/4" = 1'-0"S-601 4 DETAIL (LVL AT INTERIOR BEARING WALL OPENING) SCALE: 3/4" = 1'-0"S-601 7 DETAIL (EAVE CONDITION @ BEARING WALL) NO SCALES-601 2 DETAIL (SHEAR WALL HOLD DOWN) NO SCALES-601 1 DETAIL (TYPICAL WOOD FRAMING AND ACCEPTABLE SHEATHING LAYOUT) NO SCALES-601 3 DETAIL NO SCALES-601 5 DETAIL REV DATE BY DESCRIPTION 0 08/30/21 MWL ISSUED FOR PERMIT / CONSTRUCTION Ra n g e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ince 1980 Architects Engineers Landscape Architects AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656 FAX (706) 724-3955 WWW.THEJLAGROUP.COM CL I E N T : PR O J E C T N A M E : PR O J E C T L O C A T I O N : SHEET TITLE: E C A 1 Th i s d o c u m e n t i s t h e p r o p e r t y o f J o h n s o n , L a s c h o b e r & A s s o c i a t e s , P . C . T h e u n a u t h o r i z e d r e p r o d u c t i o n , c o p y i n g o r o t h e r w i s e u s e o f t h i s d o c u m e n t i s s t r i c tl y p r o h i b i t e d a n d a n y i n f r i n g e m e n t t h e r e u p o n m a y b e s u b j e c t t o l e g a l a c t i o n . AS NOTED 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 F D B 92 5 L A N E Y W A L K E R B L V D . # 2 , A U G U S T A , G A . 3 0 9 0 1 AU G U S T A H O U S I N G & C O M M U N I T Y D E V L . 22 N I C H O L A S S T R E E T 22 N I C H O L A S S T , A U G U S T A G A 3 0 9 0 1 5902.2001 07/28/2021 9/7/2021 9:00:50 AM K:\30662101\Elec\30662101_22 Nicholas Street Electrical-Central.rvt 0 JAP HJW E-101 ELECTRICAL PLAN SCALE: 1/4" = 1'-0"E-101 1 FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0"E-101 2 SECOND FLOOR ELECTRICAL PLAN SPECIAL OUTLET SCHEDULE ID VOLTS DESCRIPTION 1 120 V DISHWASHER 2 240 V DRYER, PROVIDE GFCI PROTECTION 3 240 V WATER HEATER 4 120 V EXHAUST HOOD 5 120 V RANGE 6 120 V FOOD DISPOSAL, PROVIDE GFCI PROTECTION MOTOR SCHEDULE ID PHASE(S) DESCRIPTION 1 1 HVAC OUTDOOR UNIT. PROVIDE LOCAL DISCONNECTING MEANS FOR EACH MOTOR. COORDINATE WIRE SIZE WITH UNIT MCA. COORDINATE BREAKER SIZE WITH UNIT MOCP. 2 1 HVAC INDOOR UNIT LOCATED IN ATTIC. PROVIDE LOCAL DISCONNECTING MEANS. COORDINATE WIRE SIZE WITH UNIT MCA.COORDINATE BREAKER SIZE WITH UNIT MOCP. 3 1 GARAGE DOOR OPENER REV DATE BY DESCRIPTION 0 08/30/21 HJW ISSUED FOR PERMIT / CONSTRUCTION Administrative Services Committee Meeting 11/9/2021 1:10 PM HCD_ Laney Walker Bethlehem New Construction Approval Request Department:HCD Presenter:Hawthorne Welcher, Jr. and/or HCD Staff Caption:Motion to approve Housing and Community Development Department’s (HCD's) request to provide Laney Walker Bethlehem Revitalization Project funding to contract with LWDC, and Kamath, LLC, (Co-Developer) to develop new construction of two (2) single family units, identified as 20 Nicholas Street, and 22 Nicholas Street, within Laney Walker Bethlehem. Background:In 2008, the Augusta Commission passed legislation supporting community development in Laney Walker Bethlehem. Since that time, HCD has developed a master plan and development guidelines for the area, set up financial incentive programs for developers and home buyers, selected a team of development partners to focus on catalytic change, and created a marketing strategy to promote the overall effort. This project involves the new construction of two (2) single family units identified as: Address Budget Project Type 20 Nicholas Street $203,746.00 New Construction Augusta, GA 30901 22 Nicholas Street $200,249.00 New Construction Augusta, GA 30901 Analysis:The approval of the contract will allow for development activities on these sites to begin. Financial Impact:HCD utilizes project funds for Laney Walker Bethlehem Revitalization Project. Contract Amount 20 Nicholas Street - $203,746.00 Contract Amount 22 Nicholas Street - $200,249.00 Alternatives:Deny HCD's request. Recommendation:Motion to approve Housing and Community Development Department’s (HCD's) request to provide Laney Walker Bethlehem Revitalization Project funding to contract with LWDC, and Kamath, LLC, (Co-Developer) to develop new construction of two (2) single family units, identified as 20 Nicholas Street, and 22 Nicholas Street, within Laney Walker Bethlehem. Funds are Available in the Following Accounts: Laney Walker Bethlehem Project Funds GL Code: 298-07- 7343:5413150 REVIEWED AND APPROVED BY: Finance. Law. Administrator. Clerk of Commission Administrative Services Committee Meeting 11/9/2021 1:10 PM Installation of signs Deans Bridge/Tobacco Rds. Department: Presenter:Commissioner Francine Scott Caption:Discuss the installation of signs on Deans Bridge/ Tobacco Roads (Gate 5) entrance way to honor those who have served and service the Fort Gordon Military Base. (Requested by Commissioner Francine Scott) Background:On April 1, 2021 the commission considered the installation of signs on both north and south side of Jimmie Dyess Parkway between Wrightsboro Road and Gordon Hwy. to honor those who have served and service the Fort Gordon Military Base;. Analysis: Financial Impact: Alternatives: Recommendation:To approved the placement of signage on the on entrance of Gate 5 of the military installation. Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: INTERGOVERNMENTAL SERVICE AGREEMENT This INTERGOVERNMENTAL SERVICE AGREEMENT, dated as of July ___, 2021, by and between the Augusta-Richmond County Coliseum Authority (the “Authority”), a public corporation created and existing under the laws of the State of Georgia, and Augusta, Georgia (“Augusta”), a political subdivision created and existing under the laws of the State of Georgia; W I T N E S S E T H: WHEREAS, the Authority and Augusta have determined that it is in their best interest to create a relationship in which the Parties shall seek government relations and federal lobbying services; and WHEREAS, such relationship is to the mutual benefit of the Authority and Augusta as the provision of these Services will allow the Parties to present a more comprehensive plan for the allocation of federal funds; and WHEREAS, in a Special Called Meeting of the Augusta, Georgia Commission (the “Commission”) held on July 1, 2021, the Commission authorized the transfer of fifty-thousand dollars ($50,000.00) to the Authority for the purpose of coordinating the delivery of Services; NOW, THEREFORE, for and in consideration of the promises and covenants hereinafter contained, the Parties hereby agree as follows: 1. SERVICES. The Authority will undertake to enter into such agreements as necessary to expand the above-referenced Services. The Authority does not guarantee the results of these Services or any federal funding as a result of these Services 2. FUNDS TRANSFER. Upon the execution of this Agreement, Augusta shall transfer forty-five thousand dollars ($45,000.00) to the account of the Authority to fund the Services described in paragraph 1 above. 3. DURATION. This Agreement shall become effective upon execution by the Parties and shall remain in place until such time as the transferred funds, in the amount of forty- five thousand ($45,000.00), are depleted. Upon the depletion of said funds, the Parties may mutually agree to renew this Agreement, in writing, and such renewal shall be contingent upon the additional funds being transferred between the Parties. Each subsequent renewal shall remain in place until such time that the additional funds have been depleted, and there shall be no limit on the number of renewals between the Parties; however, under no circumstances shall this Agreement extend beyond three (3) years from the date of execution, regardless of the availability of funding. 4. COUNTERPARTS. This Agreement may be executed in two (2) or more identical counterparts, which, when delivered, shall constitute one in the same instrument and shall be enforceable as if all Parties had executed a single document. To expedite the execution of this Consent, the Parties agree that this Consent may be signed by hand or by electronic means on the signature line of this document. The Parties agree that all such signatures shall be fully binding and that the counterpart signatures may be transmitted by mail, hand delivery, email and/or by any other electronic method to the other party or counsel of record for the party and will have the same binding effect as any original ink signature. It is further agreed that this Consent shall be fully effective when signed by all Parties hereto. IN WITNESS WHEREOF, the Authority has executed this Agreement by causing its name to be hereunto subscribed by its Chairman; and Augusta has executed this Agreement by causing its name to be hereunto subscribed by its Mayor; all being done as of the day and year first above written. AUGUSTA-RICHMOND COUNTY COLISEUM AUTHORITY By: _______________________________ Chairman AUGUSTA, GEORGIA By: ___________________________ Mayor Attest: _____________________________ Lena J. Bonner, Clerk of Commission Administrative Services Committee Meeting 11/9/2021 1:10 PM Intergovernmental Service Agreement with the Coliseum Authority Department:Administrator's Office Presenter:Administrator Donald & Cedric Johnson Caption:To execute the Intergovernmental Service Agreement between the Augusta-Richmond County Coliseum Authority and the city of Augusta. The agreement is for $45,000 to engage a consultant to provide a comprehensive plan for allocating federal funds for the area. Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Clerk of Commission Administrative Services Committee Meeting Commission Chamber - 1012612021 ATTENDANCE: Present: Hons. Hardie Davis, Jr., Mayor; Hasan, Chairman; Scott, Vice Chairman; B. Williams, member. Absent: Hon. Frantom, member. ADMINISTRATIVE SERVICES 1. Motion to approve Housing and Community Development's (HCD) request to Item use $150,000 residual Neighborhood Stabilization Program (NSP) grant Action: program income to construct affordable housing. Approved 2. Motion to authorize the submission of the FY202l Continuum of Care (CoC): Item Exhibit I - Consolidated Application, Exhibit 2 - Applications (both new and Action: renewal) and authorize the Mayor to execute, as Augusta's certiffing official, Approved all supporting documentation required for the CoC application to the U.S. Department of Housing and Urban Development (HUD). Motions Motion Motion Textr ype Motion to Approve approve. Motion Passes 3-0. Motions Motion Motion Textr ype Motion to Approve approve. Motion Passes 3-0. seconded By Motion Result Commissioner Commissioner Francine Scott Bobby williams Passes Made By Made By Commissioner Francine Scott seconded By rffil Commissioner Bobby williams Passes 3. Motion to approve the minutes of the Administrative Services Committee held Item on October 12,2021. Action: Approved 4. Consider the reappointment of Mr. Rick Toole to SRS Community REUSE Item Organization for a four-year term beginning January 1,2022. (Requested by Action: Mayor Hardie Davis, Jr.) Approved Motions Motion Motion Text'r'ype Motion to Approve approve. Motion Passes 3-0. Motions Motion------ Motion TextI ype Motion to Approve approve. Motion Passes 3-0. Seconded By Motion Result Commissioner Commissioner Francine Scott Bobby williams Passes Made By Made By Commissioner Francine Scott 5. Seconded By Commissioner Bobby Williams VaxUp Augusta! Motion Result Passes ProgramDiscussion: Initial Commission Update on implementation and activities. Item Action: Approved Motions tT:"' Motion rext Motion to delete this Delete item from the aeenda. uommlssloner tvtotion pa;;;r il.* Francine Scott Made By www.augustaqa.gov Seconded By Commissioner Bobby Williams Motion Result Passes Administrative Services Committee Meeting 11/9/2021 1:10 PM Minutes Department: Presenter: Caption:Motion to approve the minutes of the Administrative Services Committee held on October 26, 2021. Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: 1 ARTICLE ____. UNLAWFUL DISCRIMINATION Sec. _____. Purpose and Intent. It is the purpose and intent of the Mayor and Commissioners of Augusta- Richmond County to protect and safeguard the right and opportunity of all persons to be free from all forms of discrimination, including discrimination based on actual or perceived race, color, religion, national origin, ancestry, sex, sexual orientation, gender identity, age, disability, marital status, familial status, or veteran/military status. In enacting this ordinance, the Mayor and Commissioners seek to promote the public health and welfare of all persons who live and work in Augusta-Richmond County. It is important for Augusta-Richmond County to ensure that all persons within the county have equal access to employment, housing and public accommodations. Sec. ____. Definitions. The following words, terms and phrases, when used in this article, shall have the meaning ascribed to them in this section, except where the context clearly indicates a different meaning. Age means an individual's status as being 40 years of age or older. Business means any person or entity conducting business within Augusta- Richmond County, which is required to obtain a license or permit. Complainant means an individual that files a complaint pursuant to this article. Compliance Department means the Augusta-Richmond County Compliance Department’s Equal Employment Opportunity (EEO) Division. Disability means physical and mental impairments and shall be interpreted, co-extensively, with the meaning given to that term under the Americans With Disabilities Act, codified at 42 U.S.C. § 12101 et seq., except that if a person would be considered to have a disability, but for the use of a mitigating measure, that person shall nevertheless be considered to have a disability within the meaning of this chapter. 2 Discriminate, discrimination, or discriminatory means any act, policy or practice that, regardless of intent, has the effect of subjecting any person to differential treatment as a result of that person's actual or perceived race, color, religion, national origin, sex, sexual orientation, gender identity, age, disability, marital status, familial status, or military status. Employee means any person employed by, or seeking employment from, an employer, excluding any individual employed by such individual's parents, spouse or child. Employer means a person who employs one or more employees in Augusta- Richmond County. Familial status means an individual's past, current or prospective status as a parent or legal guardian to a child or children below the age of eighteen (18) who may or may not reside with that individual. Gender identity means the actual or perceived gender-related identity, expression, appearance or mannerisms, or other gender-related characteristics of an individual, regardless of the individual's designated sex at birth. Hearing Officer means a person charged with determining the validity of an alleged violation of this ordinance, and upon determining that a violation has occurred, assessing appropriate damages, penalties, fines or costs. The Hearing Officer is a competent Attorney at Law, within good standing in his/her profession, or a person otherwise qualified with the requisite training and experience in constitutional law, employment law and housing discrimination. Mediator means a state registered mediator who shall be chosen by the Compliance Department to perform the duties outlined within this article. Marital status means an individual's past, current, or prospective status as single, married, domestically partnered, in a civil union, divorced, or widowed. Military/Veteran status means an individual's status as one who serves or served in the uniformed services, military, naval or air service, and who was discharged or released under conditions other than dishonorable. National origin means an individual's place of origin or an individual's ancestors' place of origin. Place of public resort, accommodation, assemblage, or amusement means any place, store, or other establishment, either licensed or unlicensed, that supplies accommodations, goods, or services to the general public, or that solicits or accepts the patronage or trade of the general public, or that is supported directly or indirectly by government funds The term does not include any private club, bona 3 fide membership organization, or other establishment that is not in fact open to the public. Religion means all aspects of religious belief, observance and practice. Religious organization means an entity which conducts regular worship services or is qualified as a religious organization under section 501(c)(3) of the Internal Revenue Code of 1986, as now or hereafter amended, that is not required to file IRS Form 990, return of Organization Exempt from Income Tax, under any circumstances. Respondent means an individual or business accused of violating this article in a complaint. Sexual orientation means an individual's actual or perceived orientation as heterosexual, homosexual, bisexual, pansexual or asexual. Sec. ____. Civil rights declared. The right of an otherwise qualified person to be free from discrimination because of that person’s actual or perceived race, color, religion, national origin, ancestry, sex, sexual orientation, gender identity, age, disability, marital status, familial status, or veteran/military status is recognized as, and declared to be, a civil right. This right shall include, but not be limited to, all of the following: 1. The right to obtain and hold employment and the benefits associated therewith without discrimination. 2. The right to the full enjoyment of any of the accommodations, advantages, facilities, or privileges of any place of public resort, accommodation, assemblage, or amusement without discrimination. 3. The right to engage in property transactions, including obtaining housing for rental, sale or credit therefor, without discrimination. 4. The right to exercise any right granted under this ordinance without suffering coercion or retaliation. Sec. ____. Interference with declared civil rights prohibited. No person, business or entity shall intentionally engage in any act, policy or practice that negatively interferes with any of the civil rights declared within this article. Sec. ____. Exceptions. 4 Notwithstanding the foregoing, the following are not discriminatory practices prohibited by subsection ___ of this ordinance: 1. A religious organization that employs and individual of a particular religion to perform work connected with the performance of religious activities by the organization. 2. An employer who observes the conditions of a bona fide affirmative action plan or a bona fide seniority system which is not a pretext to evade the purposes of this ordinance. 3. An employer that refuses to hire personnel that, in its sole but reasonable discretion, it deems to be unqualified for the position. 4. An employer requiring an employee, during the employee’s hours at work, to adhere to dress or grooming standards deemed appropriate in the sole, but reasonable discretion of the employer, provided that, all employees are permitted to dress in a manner consistent with their gender identity. 5. A nonprofit private club in fact not open to the public, which as an incident to its primary purpose, provides lodging, which it owns or operates for other than a commercial purpose, from limiting the rental or occupancy to its members, or from giving preference to its members. 6. A religious organization that limits its non-commercial accommodations, advantages, facilities, membership and privileges to persons of the same religion. Sec. ____. Enforcement. Subject to the procedures developed by Augusta-Richmond County, the county shall receive and shall initiate, investigate, seek to conciliate, hold hearings on and/or pass upon complaints alleging violations of this ordinance. (1) Any person aggrieved by a potential violation of this ordinance may file a Verified Complaint with the Compliance Department on a form to be provided by the Compliance Department. Such complaint must be filed within ninety (90) calendar days after the alleged act of discrimination. A filing fee of $50.00 shall be paid by the Complainant at the time of filing. If financially unable to pay the required filing fee, such fee may be waived by filing an Affidavit of Poverty on a form to be provided by the Compliance Department. 5 (2) The Compliance Department shall cause a copy of the Verified Complaint to be served on the alleged violator within three (3) business days of receipt of a properly filed complaint, via priority first class mail, certificate of mailing, or via statutory overnight delivery. (3) The Compliance Department shall cause a copy of the Complaint and Answer, if any, to be served upon the Hearing Officer within ten (10) business days of receipt of a properly filed complaint, via electronic mail. (4) The Hearing Officer shall review the Complaint and Answer, if any, to determine whether the complaint is in conformity with the requirements, is unjustified, frivolous, or patently unfounded, or whether upon consideration of the complaint and answer, the Complaint demonstrates facts sufficient to invoke disciplinary jurisdiction as set forth in this ordinance. Should the Hearing Officer determine that the complaint does not meet requirements, he/she may dismiss, however, he/she must state the reasons for dismissal in his/her report. The Hearing Officer shall have fourteen (14) days to review the complaint and answer, if any, and issue his/her report. (5) Upon determining the complaint should not be dismissed, the Hearing Officer shall refer the Complaint to a Mediator for non-binding mediation. Participation in mediation is voluntary for both parties. Any fees charged by the mediator may be assessed by the Hearing Officer to the non-prevailing party in the same manner as the Hearing Officer’s fee, as set forth herein below, unless, at the conclusion of the mediation, both parties agree to assess the costs of mediation in some other manner and, if so, that manner shall be placed in writing and signed by both parties. Notice of mediation shall be sent to the complainant and the alleged violator not less than ten (10) business days in advance of mediation. Any mediation hereunder shall be conducted in accordance with procedures established by the mediator. Sec. ___. Hearing before Hearing Officer. (1) If, within ten (10) business days of the conclusion of mediation, either party notifies the Compliance Department, in writing, that such person is dissatisfied with the results of mediation, or if either party elects not to participate in mediation, the Complaint shall be referred to a Hearing 6 Officer. The Hearing Officer shall be empowered to collect evidence and information concerning any Complaint and to add the findings and results of investigations to the file containing such Complaint. In furtherance of this investigation, the Hearing Officer shall conduct a hearing regarding the allegations set forth in the Complaint. At the hearing, both the alleged violator who is the subject of inquiry, and the person filing the Complaint, shall have the right: (a) to representation by counsel at all stages of these proceedings; (b) to written notice of the hearing at least fourteen (14) calendar days before the hearing via certified mail, return receipt requested, to the person’s last known address; (c) to hear and examine the evidence and witnesses; (d) to not testify; and (e) to submit evidence and call witnesses to oppose or mitigate the allegations. Either party may call a witness by submitting a request, in writing, to the Hearing Officer, seven (7) calendar days in advance of the hearing. In all hearings held under this section, formal legal rules of evidence shall not be strictly applied. Evidence may be admitted if it is of a type commonly relied upon by reasonably prudent people in the conduct of their affairs. The Hearing Officer shall follow the Georgia Rules of Evidence regarding privileges recognized by state law. (2) Within seven (7) business days of the completion of the investigation to include a hearing, the Hearing Officer shall either: (a) dismiss the Complaint on the grounds that it is unjustified, frivolous, patently unfounded, or that it fails to state facts sufficient to invoke the disciplinary jurisdiction of Augusta-Richmond County; or 7 (b) find that a violation of this article has occurred, and thus the Hearing Officer may apply a civil penalty of $500 for the first violation and $1000 for any subsequent violation. (3) The Hearing Officer’s fees may be assessed to the non-prevailing party, if the Hearing Officer finds that the respective claim or defense is unjustified, frivolous, or patently unfounded. (4) All hearings under this section shall be completed within thirty (30) days of the date on which the Hearing Officer received the file from the Compliance Department. (5) The Hearing Officer must submit all documentation of his/her decisions to the Compliance Department within ten (10) business days of the conclusion and determination of the claim. (6) Any party adversely affected by the final decision regarding the Complaint, may appeal to the Civil & Magistrate Court within thirty (30) calendar days of the adverse decision. Sec. ____. Other remedies. This article may not be construed to limit any other remedies available under local, state, or federal law. Administrative Services Committee Meeting 11/9/2021 1:10 PM Non-Discrimination Ordinance Department:Augusta Commision Presenter:Commissioner Francine Scott/NDO Chairperson Caption:Motion to approve Non-Discrimination Ordinance as recommended by the NDO Working Group. (Approved by the Non-Discrimination Ordinance (NDO) Working Group October 28, 2021). Background:The Augusta Commission in its meeting held August 3, 2021 approved convening a NDO Working Group with Commissioner Francine Scott as Chairperson to craft a Non- Discrimination Ordinance and report back its recommendations. Analysis:It is the purpose and intent of the Mayor and Commissioners of Augusta-Richmond County to protect and safeguard the right and opportunity of all persons to be free from all forms of discrimination, including discrimination based on actual or perceived race, color, religion, national origin, ancestry, sex, sexual orientation, gender identity, age, disability, marital status, familial status, or veteran/military status. In enacting this ordinance, the Mayor and Commissioners seek to promote the public health and welfare of all persons who live and work in Augusta-Richmond County. It is important for Augusta- Richmond County to ensure that all persons within the county have equal access to employment, housing and public accommodations. Financial Impact: Alternatives: Recommendation:Approve Funds are Available in the N/A Following Accounts: REVIEWED AND APPROVED BY: MAYOR ADMINISTRATOR HARDIE DAVIS, JR.JARVIS SIMS, INTERIM ODIE DONALD II DISTRICT 1 WILLIAM FENNOY, JORDAN JOHNSON DISTRICT 6 BEN HASAN CHER BEST MORRIS T. POTTER DISTRICT 2 DENNIS WILLIAMS DISTRICT 7 SEAN FRANTOM CHRISTOPHER MULLIENS BRENDA GARMAN DISTRICT 3 MARY DAVIS, CATHERINE SMITH MCKNIGHDISTRICT 8 BRANDON GARRETT BEVERLY M. TARVER KIGWANA CHERRY DISTRICT 4 SAMMIE SIAS, ALVIN MASON DISTRICT 9 MARION WILLIAMS, FRANCINE SCOTT LILLIE HAMILTON ANNA REEVES DISTRICT 5 BOBBY WILLIAMS, MAYOR PRO TEM DISTRICT 10 JOHN CLARK ROY JONES KENNETH L. JOHNSON, JR. KIMBERLY BROWN BEATRICE F. GREEN GENERAL CONTRACTOR SOMMERS CONSTRUCTION COMPANY FUNDED BY SPECIAL PURPOSE LOCAL OPTION SALES TAX AND STATE OF GEORGIA GRANTS LENA BONNER - CLERK OF COMMISSION AUGUSTA COMMISSION ARCHITECTURAL DESIGN & CONSTRUCTION MANAGEMENT CENTRAL SERVICES DEPARTMENT TAKIYAH A. DOUSE - DIRECTOR RICK ACREE - PROJECT MANAGER MASHELL FASHION - LIBRARY DIRECTOR AUGUSTA-RICHMOND COUNTY PUBLIC LIBRARY SYSTEM BOARD OF TRUSTEES RENOVATED 2021 FRIEDMAN BRANCH LIBRARY MAYOR HARDIE DAVIS, JR. AUGUSTA COMMISSION DISTRICT 1 WILLIAM FENNOY, JORDAN JOHNSON DISTRICT 6 BEN HASAN DISTRICT 2 DENNIS WILLIAMS DISTRICT 7 SEAN FRANTOM DISTRICT 3 MARY DAVIS, CATHERINE SMITH MCKNIGHT DISTRICT 8 BRANDON GARRETT DISTRICT 4 SAMMIE SIAS, ALVIN MASON DISTRICT 9 MARION WILLIAMS, FRANCINE SCOTT DISTRICT 5 BOBBY WILLIAMS, MAYOR PRO TEM DISTRICT 10 JOHN CLARKE KUHLKE CONSTRUCTION & ASSOCIATES - GENERAL CONTRACTOR CHRIS BOOKER & ASSOCIATES, PC - ARCHITECTS LENA BONNER - CLERK OF COMMISSION RICK ACREE - PROJECT MANAGER TAKIYAH A. DOUSE - DIRECTOR CONSTRUCTION MANAGEMENT FUNDED BY SPECIAL PURPOSE LOCAL OPTION SALES TAX CENTRAL SERVICES DEPARTMENT Law Department Renovations 2021 ADMINISTRATOR JARVIS SIMS, INTERIM ODIE DONALD II GENERAL COUNSEL WAYNE BROWN Administrative Services Committee Meeting 11/9/2021 1:10 PM Review and Approved Dedication Plaque Text - Friedman Library and Law Dept Renovations Department:Central Services - Facilities Presenter:Takiyah A. Douse Caption:Approve the proposed dedication plaque drafts to recognize completion of the Augusta Law Department renovation and the Friedman Library renovation projects. Background:The Augusta Commission has adopted a policy to recognize the completion of a new installation, new building, or major renovation to an existing building as an event of importance to the community by adopting a policy which establishes guidelines for dedication plaques commemorating these projects. This project is nearing completion. In accordance with the adopted policy, the proposed dedication plaque is being presented to the Commission for approval. Analysis:The proposed dedication plaques will be installed inside the building in close proximity to the entrance. The material for the Law Department plaque will be brushed stainless steel on foam core board, which is consistent with the plaques installed on projects of similar scope. The material for the Friedman Branch Library plaque will be bronze, which is consistent with the existing plaque placed in 1986. Financial Impact:The cost will be funded through the project budgets. Alternatives:1. Approve the proposed dedication plaque drafts for the to recognize completion of the Augusta Law Department renovation and the Friedman Library renovation projects. 2. Amend the drafts and approve 3. Do not approve the drafts Recommendation:Approve the proposed dedication plaque drafts to recognize completion of the Augusta Law Department renovation and the Friedman Library renovation projects. The cost will be funded through the project budgets. Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission Administrative Services Committee Meeting 11/9/2021 1:10 PM State lobbyist position Department:Augusta Commission Presenter:Commissioner Ben Hasan Caption:Discuss the state lobbyist position. (Requested by Commissioner Ben Hasan) Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: