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1303 BEACH AVE REVISION � .1 a \�� CITY OF ATLANTIC BEACH rs1 800 Seminole Road Y� --,:_$,-. . l j Atlantic Beach Florida 32233 {.:..",z, OFFICE COP I Telephone (904) 247-5800 FAX (904) 247-5845 e.,.... / REVISION REQUEST SHEET Date: -9 /67/ (O Received by: Resubmitted: Permit Number: is ' R gfla3 'J/ n/� 1 _ r Original Plans Examiner: Project Name: rl/Cl (c:tiS/ Lq 10 r01.4 Project Address: / 30 3 i- life_ , -R3 3 Contractor: /l'� 3 G , IdP; s C on t act N ame: C,A.� J ack. L-)a � Contact Phone : 9 o c (_ E qj 5 O ys Contact e Sacle.. C rtc ?Intl)/ Revision / Plan Check / Permit Fee (s) Due: $ $K' �d��s ` �M _Description of Proposed Revision to Existing Permit: nn S e ' I ' _arc f (c�c>c c � dote AiAJ . M l � - er - � n-ek) �oier n c cva .,e tc •_ I i - o2 : . r vi rl s q t. G . 5 Additional Increase in Building Value: $ /1 Ov1c2_ Additional S.F. /I an e Site Plan Revised: 11 o feed e d Public W / U Approval: By signing below. I (print name) i C h n Li Q CC— is inc is e of the proposed changes. affirm that the above revision / 14 1 . ���1 � l/ E Sig attire of Contractor / Agent (Contractor must sign if increase in valuation) Date / Office Use Only Date: 5 -- l9 - / 6 Approved: \ Rejected: H,.. : Plan Review Comments: AWAY - 5 2016 i t tiv as 'e iSe w e SP 41\e Sob j 5'q ck (or 4•%. a • 1 1* ,/ .Se. 1 -e_ S 4 - trvc•ivra s h - svb -kted -Air ou-r -i'a -e copi, Department review required Yes No /� :uild �. "Il )--' r larming 8, Zoning Tree Administrator Public Works Plans Examiner Public Utilities 5 -J 6 Public Safety Fire Services Date Created 8/20/15 Rev. 2 11 - (5 D D 2.3 (-7/ Mark Keister RE: 314- 066.01 RFI 007 and 008 Responses April 26, 2016 at 7:50 AM jack c• r....;,_. , Maiju Stansel , Lenny (Jr. ) McAneny Daniel Overmyer �vermyer(i> Jack If there is only slab adjacent to the fireplace and the column will not bear on a concrete pier or ledge on the chimney foundation, the column will require a 2' -6" x 2' - 6" x 1' -4" footing with 3 - #5 each way bottom with 3 - #5 drilled and adhesived into the chimney foundation or masonry and bearing on or with the chimney foundation see S -5.1 New Footing Abutting Existing Footing Detail. It is acceptable to make the new footing monolithic with the garage floor slab provided the footing bears on the chimney footing, is doweled into the chimney and doweled into the surrounding garage concrete slab with #3 x 2' -4" at 2' -0" O.C. drilled and adhesived into the existing concrete slab, 6" embedment. Mark .7. Keister, P.E. Principal ATLANTIC ENGINEERING SERVICES Jacksonville, FL \AI\ 904 - 743 -4633 m.keister @aespj.com (http: / /www.aespj.com From: jack [mailto :jack @mcanenybuilders.com] Sent: Monday, April 25, 2016 11:40 AM To: Mark Keister <m.keister @aespj.com >; Maiju Stansel <mstansel @rs- architects.com >; Lenny McAneny <Iwm @ mcanenybuilders.com> Cc: Daniel Overmyer <d.overmyer@ aespj.com> Subject: RE: 314 - 066.01 RFI 007 and 008 Responses Good morning. RFI 007 on the steel column next to the fireplace when I said it is bearing on 4 " -5" of concrete that is the thickness of the slab in that location. OFFICE COPY Jack ware McAneny Builders 904 - 885 -8458 REVISION mcanenybuilders.com BP# 15 DO c1-3 DATE 5 / G / /6 SIGNED /7/) M. I AES ENGINEERING SERV1[Eti n501 Arlington Espy building B, suite 201 ...skswwille.FL32211 Confirmation of Telephone Conversation PH. 904 743 4633 'r K 904 725 9295 Andrews — Lambrou lrxfaespi.corn Date: 05 -05 -16 Project: Residence rww arspi corn Time: 7:40 am AES Project No.: 314 - 066.01 [x] Telephone No.: (x) 904 -885 -8458 Call: Placed [] Received 1, Mark j. Keister, P.E. spoke with Jack Ware of McAneny Builders regarding Garage concrete slab Comments: The replacement concrete slab in the garage should match the new slab at the elevator and shall be a new 6" concrete slab with 6x6- W2.9xW2.9 WWM on vapor barrier on compacted fill. Where the new slab connects to existing slab, drill and adhesive #3 x 2' -4" at 2' -0" O.C. 6" embedment. Where the new slab is placed against the existing garage foundation wall, maintain the the floating slab like the existing garage slab and do not connect the new slab to the existing foundation wall. i• f mark 3, Keister,,.P.E •O51.1 37435''. - .. 1 5,,,: OFFICE COPY REVISION BP# /S- QAD► -2 // DATE / 6 / /(o SIGNED 1/-1) Pittsburgh . Jacksonville