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1303 BEACH AVE - REVISION 5-5-16 CITY OF ATLANTIC BEACH 800 Seminole Road Y- Atlantic Beach,Florida 32233 1 Telephone(904)247-5800 FAX(904)247-5845 / REVISION REQUEST SHEET Date: /G✓ b Received by: Permit Number: 15 1R+9Dja35/ Resubmitted: Original Plans Examiner: Project Name: f 1 (rC1,)S//Qin,o rot.( Project Address: /303 B(czoLi /U'e„ 3.2..R3 3 Contractor: /l'In,Ail e.► B ; Idof s Contact Name: 761a.... Oaf C Contact Phone : 90(1-895--$y Contact e-mail:3-4c.. @ NC gn.e,n Revision/Plan Check/Permit Fee (s)Due: $ `� $`�'(dtrs '�aM Description of Proposed Revision to Existing Permit: %- of-',ar ge £(aor rg,�-.cty e c -}1 . pp r n � nex�- fi�rc e � pp�rtecri'o�1� (1�cJ -too ' l � carG � Slee ( �1utr,t Additional Increase in Building Value: $ 11 orv2_ Additional S.F. /1 o n e Site Plan Revised: not rut.edtd Public W/U Approval: By signing below.I(print name) .,Chi) Llai"...._ is inc s' e of the proposed changes. affirm that the above revision . (/ u 5� Si ature of Contractor/Agent(Contractor must signif increase in ��/ valuation) Date Office Use Only (� n Date: 5/4V/‘ Approved: Rejected: © L� L V E Plan Review Comments: MAY - 5 2016 Department review required Yes No uil ' tannin &Zonin Tree Administrator Public Works Plans Examiner Public Utilities / Public Safety `S! /6/4 Fire Services Date created 8/20/15 Rev,2 1 4 t5 ,23t/ M. AESATLANTIC ENGINEERING SERVICES 6501 Arlington Expy Building B.Suite 201 Jacksonville,FL 32211 Confirmation of Telephone Conversation PH 904.743 4633 _ FX:904.725.9295 Andrews—lambrou jax@aespj.com Date: 05-05-16 Project: Residence www aespj.com ___. Time: 7:40 am AES Project No.: 314-066.01 [x] Telephone No.: i (x ) 904-885-8458 Call: Placed [] Received /, 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. ..-_`.mac a 0'40'404,i�h„y-' ; A i1 O'. n •••!:,-.,..,, ,,le AVir:00,/, :>4(41:01c0,477,,.., 4,1 .40";,'" Mark J. Keister,P.E;:�D5 $ 37435 „te,A140 e' ti1.'tiiM1t1110 Pittsburgh Jacksonville =f' Ri9P D ') 368 AESATLANTIC ENGINEERING SERVICES 6501 Arlington Expy Budding B.Suite 201 Jacksonville,FL 32211 Confirmation of Telephone Conversation PH 904 743 4633 — FX 904.7259295 Andrews—Lambrou jax@aespl corn Date: 05-05-16 Project: Residence www aespj corn Time: 7:40 am AES Project No.: 314-066.01 [xj Telephone No.: (x ) 904-885-8458 Call: Placed [1 Received I, 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. ti " 0 0.40'4 f s s?h,, 17e �)• ��+.s4 P. a a e li.u. ". s ,!� ,a • ss Mark J..Keister,.P*055=0 37435 Pittsburgh Jacksonvjue From: Mark Keister m keisterCaspi corn Subject: RE:314-066.01 RFI 007 and 008 Responses Date: April 26,2016 at 7:50 AM To: jack'ack@ mcanenybuilders.com,Maiju Stansel mstansel@rs-architects.com,Lenny(Jr.)McAneny lwm@mcanenybuilders.com Cc: Daniel Overmyer d.overmyer@aespj.com 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'-• O.C. drilled and adhesived into the existing concrete slab, 6" embedment. Mark J. Keister, P.E. Principal \I ATLANTIC ENGINEERING SERVICES Jacksonville, FL 904-743-4633 m.keister©aespj.com I http:L/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. Jack ware McAneny Builders 904-885-8458 jack@mcanenybuilders.com S RigOD )- (1/ From: Mark Keister rn keisterrrPaesnj..com Subject: RE:314-066.01 RFI 007 and 008 Responses Date: April 26,2016 at 7:50 AM To: jack'ackPmcanenybuilders.com,Maiju Stansel mstansel@rs-architects.com,Lenny(Jr.)McAneny lwm@mcanenybuilders.com Cc: Daniel Overmyer d.overmyer@aespj.corn 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 J. Keister, P.E. N '` Principal ATLANTIC ENGINEERING SERVICES Jacksonville, FL ��'� 904-743-4633 m.keisteraespj.com I 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. Jack ware McAneny Builders 904-885-8458 jack@mcanenybuilders.com