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1067 BEACH AVE - REVISION FOUNDATION 't "I ` , CITY OF ATLANTIC BEACH yy a0 800 Seminole Road Atlantic Beach,Florida 32233 r', r, s Telephone(904)247-5800 e4-- "'��"y FAX(904)247-5845 r ,3 )? REVISION REQUEST SHEET OR CORRECTIONS TO E� W COMMENT 1 Date: / ri,6 Received by: ��� Resubmitted: Permit Number: /6-RAW a 95 Original Plans Examiner: Project Name: /ia,,.,a/e5 1,-,p•v c/,'a,.. Project Address: /oh 7 'le,' G,,e Contractor: c-A,,(s l�,,;7 ciiLi-c. Contact Name: Garr,-// Sri•>`l Contact Phone : i c-vs--,h.7 Contact e-mail: Darr,it -ivy/ ,e/,//s,tl, ,4.,e_/- Revision/Plan Check/Permit Fee(s) Due: $ 5-0.0 O Description of Proposed Revision to Existing Permit: --,,,„„4/4/-/-,,„ ,-,.-,..).5-,'a✓ __-- Additional Increase in Building Value: $ 4/,-•-c Additional S.F. , -,--c Site Plan Revised: 4v Public W/U Approval: By signing below. I (print name) "--4,-- Gl affirm that the above revision is inclusive of the proposed changes. i�i.ruLl.2 /f-✓`�- /O/�//6 • Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date mice Use Only Date: JO/2 y/i e; Approved: X Rejected: -sostv_sa-,--\ Plan Review Comments: / / OCT 2 1 2016 fir OUQd RS no4ecJ p 1e1-1-PY. 5Cat ii np C cr A.l(-- & /7 k-t. y7 'S'c; &)i'Y / Pa y PPP' D ent review required Yes No � , uilding V --- 1 Planning&Zoning Plans Vxaminer Tree Administrator Public Works /d,a 4/./ 6 _ Public Utilities --- Public Safety Date Created elms Rev.3 Fire Services ZO Nyte,,,,,,4, Distinctive Architecture, Planning and Design Services CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach, Florida 32233 RE: Permit Application# 16–RADD - 293 To Whom it may concern, This letter is to address the recent inspection notes that basically require the Architect of Record to respond to the as-built conditions which differ from the approved detail provided by the Architect. I have personally inspected this work and have determined that the as-built condition is structurally sound and well with-in the design parameters that were used in designing the grade beam detail. As long as there is an 8"minimum effective width of the beam,the expected stresses developed in this grade beam will work as designed. REVISION / N Ti: 17 ' BP# 4.– f2 —=�- �� " DATE /6 /...2. ...1 16 ' � SIGNED /7 . 'Z - '17_ (4-7A,0•-• ci. - I OFFICE COPY ih• jr >r , -* - , E CURB D LCS7111:16 „.. ,,, �' CA , I 112” = l '-( kr OCT Most Sincerely, 6avt an John Zona, III,AIA Project Architect 2600 Belfort Road,Jacksonville,Florida 32216 904371-2790 jz3@zona-associates.com AR 9089