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1977 Beach Ave RES18-0415 Revision Approved, Not Paid ,, •�; Revision Request/Correction to Comments **ALL INFORMATION /� �� HIGHLIGHTED IN I: f} City of Atlantic Beach Building Department GRAY IS REQUIRED. e 800 Seminole Rd, Atlantic Beach, FL 32233 �E''t' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: SIS -O4/c Revision to Issued Permit OR Corrections to Comments Date: city/41 Project Address: /977 1U. C,{1 ATLANSTI(__ 1 C4...1)p-t_ Contractor/Contact Name: ( x(44_ s1G1,) Dv1 C43 / 73 jjoU tu- Contact Phone: (fl4 ^ .Z(-37D-1 Email: SACASS@,OOTI516 1U IC COP\ Description of Proposed Revision/Corrections: 5fl Wcru2AL, ,►)a-(42. APPot... Lam` . -o-Nin.., sc A 4 4c Pct. C4& C tifsApb` r j < . SCs9 A Aq ci. I IJ/ jtiT/)f L. affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) �• Will proposed revision/corrections add additional square footage to original submitt r,19 No C Yes(additional s.f. to be added: ) ------ /ill proposed revision/corrections add additional increase in building value to original submittal? No —*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent:-11„ae.et (Office Use Only) Approved — Denied — Not Applicable to Department Permit Fee Du $ 5-6• O O Revision/Plan Review Comments OR'I Q c / i' nic A - 1) Tdb Y «(,`/ Re Vi S.ei - 0 pPty Pe-e. Department Review Required: Buildin n‘} Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities 1O -2 "1 q Public Safety Date Fire Services Updated 10/17/18 REVISION BP# /? s'/1 -ovis �( KMD DATE Ar, / z / /9' I!- SIGNEDnidr 479 Pine Eagle Drive Fleming Island.FL 32003 904-445-9276 OFFICE COPY Mr. Bart Boutwell Boutwell Group of Companies 5353 Ramona Blvd.,Suite 4 Jacksonville, Florida.32205 Dear Mr. Boutwell. 09/30/2019 This is to indicate that the slab-on-grade preparation for the residence at 1977 Beach Avenue in Atlantic Beach, FL is acceptable. The new slab is bearing on a 10-mil poly vapor retarder over crushed stone and is doweled the slab at 32"o.c. into the existing footing. No further action is required prior to pouring of new slab. Should you have any questions please do not hesitate to contact me. Sincerely. ��GENS 4`` No. r. * v— 4. .o: ST TEQ p 447.44, S.ONAL ENG Khaldoun"Kai'. I)oukmak. I'I. 904-445-9276 p P: D .�� p SEP 0 2019 KMD Engineering, LLC Building Department City of Atlantic Beach, Ft.