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Permits 725 Atlantic Blvd #9 CITY OFATLANTIC BEACH jz1 800 SEMINOLE ROAD J � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ��r1 i3l>r Application Number . . . 06-00034497 Date 2/12/07 Property Address . . . . . . 725 ATLANTIC BLVD UNIT 09 Application type description COMMERCIAL INTERIOR BUILD OUT Property Zoning . . . . . . . TO BE UPDATED Application valuation 15000 ------- ----------- --- -- --- --- ---------- ---------- Application desc INTERIOR BUILD-OUT/MELLISSA' S PIZZA ----------- -- -- - -- -- - -- - --- ------- ---- ------- Owner Contractor -------------- -- -------- --- --- -- - --------- ------ ALAN DICKENSON R. S . PENNINGTON CONSTRUCTION 166 N. HIGHWAY STE. 100-B 380 13TH AVE N PONTE VEDRA BCH FL 32082 JAX BEACH FL 32250 (904) 993-2000 -------- - -------- -- ------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee 52 . 50 Issue Date 1/25/07 Valuation . . 15000 Expiration Date . . 8/06/07 ------------------------ --- ------- ----------- Special Notes and Comments 2500 GALLON GREASE INTERCEPTOR TO BE INSTALLED PRIOR TO FINAL PLUMBING -------------------- ------ Fee summary Charged Paid Credited Due - - --------- --- ------- - --------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total 52 . 50 52 . 50 . 00 . 00 Grand Total 157 . 50 157 . 50 . 00 . 00 00 1 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ■ ■ ,-i r1��j�. ■ �� J�:� CITY OF ATLANTIC BEACH a F/Ji311f" ■ 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5826 ■ Fax: (904)247-5845 Email: sgraham@coab.us FAX To: il.�! GL.._� Fax# From: Date: 119 Q Pages: Re: El Urgent For Review Please Reply Notes: Gt/ ca-- C yl James R. McCue & Associif s' .'Inc: ` AR11214 �: � Architects ' �� 1 �'0 0�� MLI Commercial, Residential Architecture&Architectural Counseling January 19, 2007 To: David Hufstetler, Chief Building Official 800 Seminole Road Atlantic Beach, Florida 32233 Re: Research to determine the adequacy of the 3,000 gallon grease interceptor installed In"North Beach Center", on Atlantic Boulevard for(4) four restaurants. (Having to do with the permit for"Malissa's Pizza") Dear David : With the help of the building owners maintenance firm, we have researched the capacity and adequacy of this interceptor. Enclosed, please find the following: 1. A letter from"A-1 Waste Management, Inc., the firm servicing the grease Interceptor. I suggest you examine the second paragraph of this letter and in cooperation with the Owner set up a servicing cycle which will insure the future performance of this system. Since the calculations demonstrate the inadequacy of the system, perhaps a meeting including the following: owners representative;yourself; a utilities representative; and a representative of"A-1 Waste Management" and Sean Akoglan at the site might help to resolve this matter. If necessary, the tank could be exposed and its capacity discussed. The meeting might result in a letter from the Owner changing the servicing cycle from 90 to 60 days,with a report to be furnished by"A-1" after each service call to show how the system is functioning. This monitoring may result in a shortened service cycle or whatever may be indicated by the facts. 2. A specification with drawing depicting the unit installed from `Standard Precast, Inc. 3. The calculations prepared by the Owners management firm demonstrating the adequacy of the existing Grease Interceptor for all four restaurants in the center. David, I hope this will help in resolving this issue and Mr. Akoglan can move forward with his new restaurant as soon as possible I will fax you a copy and send a hard copy with the next mail. Thanks for your help in resolving this matter. If I can be of further help,please call. Sin?,,,,' es ;- �� 4 R. McCue, Architect 2804 St. Johns Bluff Road South, Jacksonville Beach, Florida 32246 Tel: (904) 646-2777 Fax: (904) 646-2778 E-mail: mccarch@bellsouth.net Grease Interceptor Calculations- Usage Calculation— Seating capacity x 25 gallons ( for China) =gallons required Gallons required x 1.0 (Main road Load factor) - .25%= final capacity required Malissa's Pizza- Hours of operation— 10= .83 Seating capacity- 72 persons China settings—25 gallons 72 x 25 = 1800 gallons ; 1,800 x .83 = 1,494 gallons 1,494 x 1.0 - 25%= 1,120.5 gallons required Tree Steak house- Hours of operation—5 = .42 Seating capacity— 150 persons China settings- 25 gallons 150 x 25 = 3,750 gallons ; 3,750 x .42= 1,575 gallons 1,575 x 1.0 - 25%= 1,181.25 gallons required Po Boys- Hours of operation— 10= .83 Seating capacity— 197 persons Plastic/paper settings— 10 gallons 197 x 10= 1,970 gallons ; 1,970 x .83 = 1,635 gallons 1,635 x 1.0 - 25%= 1226.32 gallons required Tijuana Flats- Hours of operation— 10 Seating capacity—70 persons Plastic/paper settings— 10 gallons 70 x 10=700 gallons ; 700 x .83 = 581 gallons 581 x 1.0—25%= 435.75 gallons required 1,120.5 + 1,181.25 +1,226.32 +435.75 = 3,964 total gallons required 3,000/ 3,964= 75.68% of capacfty provided= 24.32% deficiency calculated 2804 St. Johns bluff Road South, Jacksonville Beach, Florida 32246 Tel: (904) 646-2777 Fax: (904) 646-2778E-mail: mccarch@bellsouth.net JHN-1(-�104�( 10:10H FRUM:MELISSH'S PIZZR 9042417775 T0:6462778 r•1' Awl waste macnagement! l`nce. 7300 imeson Road Jacksonville, Florida 32219 904-78&8700 Shane®A1wastemgmt.com 904-788-6722 fax January 26, 2006 Bob Huffman Preferred Property Management Systems 166 N. Dickinson Commercial Ponte Vedra Beach, Fl. 32082-5701 Re: Grease Trap at North Beach Center Mr. Huffman We have been servicing the 3000 gallon grease interceptor located at North Beach Center(725 Atlantic Blvd,Atlantic Beach, FI, 32233) once every 90 days for approximately 18 months. During this time'period the level of solids in the trap has consistently been in the neighborhood of 26%of the total volume of the tank. In my experience, as long as the total solids volume does not exceed 40%-50%the total volume of the Interceptor it will continue to function normally. I believe if the pump out frequency were reduced to 60 days this tan could handle another restaurant with no problem. My suggestion would be for us to try that and adjust tha frequency so that the solids content does not exceed 25%. As we do in the JEA's F.O.G. program In Jacksonville. Your business is most appreciated and we look forward to handling this matter for you. Thank you Shane Thomas *w A nri:, r;,'P'refierred Hauler* JHN-JL(-EIOW( 10:11H FRUM:MELISSR'S PIZZA 9042417775 T0:6462778 P.3/5 "Standard for Quality" CARL W. F07ERSON 11340 PMILLIP$MIQNWAV + F.0. BOX 73007 i JACKAOHVILL6. FLORIDA 3!241-3007 au/•alOFOAaI CHAIRMAN Pt e0Tif93-0401 61AA4APA L. ►ITI}SON PAX 904-260-"03 rR65JOiNT DATE: APRIL 14, 2003 roN=AcvoR: SOUTHERN DEVELOPMENT, INC. PRO.I CP: NORTH BEACH CENTER TO WHOM IT MAY CONCERN: THIS LETTER IS TO CERTIFY THAT ANY AND ALL PRECAST REINFORCED CONCRETE MANHOLE SECTIONS,INLETS,CATCH BASINS, WE I"WELLS,ETC,,MANUF'AGTUR.1 D BY STANDARD PRECAST, INC.,MEET AND I OR EXCEED THE STANDARD SPECIFICATIONS AS DESIGNATED BY THE AMERICAN SOC.FTY OF TESTING ANO MATERIALS(ASTM)AS FOLLOWS: FOR CIRCULAR STItUCTURM C-478 FOR RECTANGULAR STMICTURES. C-890 AND C-913 FOR I3UX w Lv het I S: C•789 OR C-830 IN ADDITION TO MEETING ASTM SPECIFICATIONS. WE FURTHER CERTIFY THAT OUR PRF,.CAST CONCRETE PRODUCTS MEET AND / OR EXCEED•ALL CITY Of JACKSONVILLE, FLORIDA SPECIFICATIONS AND ALL FLORIDA DEPAR'T'MENT OF TRANSPORTATION SPECIFICATIONS. SINCERELY, /z0ba= STANSTAN11WO PRECAST,INC. PRODUCTION REPRESENTATIVE SWUFiN AND SUBSCRI9FI7 To,BEFORE Me,THIS 147". DAY OF APRIL 2003. ONE �ort� "y°OIIAJ Wm�a ARY PI ®LTC r1•11■ MYMMYM .4~1 F+CS4 rOrdcACfC"010Eg Of•rLWC1r �-1C 6AN1tART AND ITORM•EW111 ItRUOTURII . • . 46'THOU 4/-WETWILLS • IOx 0WIRTf • IRICuI ELCV44AK rRNNOLEI • 8NC141 iTXMR vo/E9 3Jdd 83G"lInS SI680H 11003 E689ELZO96 9S:01 190Z/60/T0 Unit i� wcrr 4c+•11n I I�Ui 1.1 IGL_1JJn J [-iLLn 7CIZC'7111 IJ IU.O`fOCf lCS I'.C+J �.i V f,.i fi V,L.i+1►�``1 W M W�� 'moi Q Yt�i�W moi/p ��•vr'r ''S►nnderd for Quality,, CaPI W. PfiYERSUN CHAIRMAN 11340 PHILLIPS MIONWAY / P 0 BOX 23607 / JACKSONVILLE,FLOPIOA 22141.3p07 00+tbb0�6p FL/04�P�W611 iAAOe;IIA L ►C7050AI ►114510CNf PAX 804.0664103 DATE: AP7!!. 14; 2003 CONTRACTOR: SOUTHERN AEVEL.Opmf r, INC.:. PROJECT: N081'H H A.CH CENTER SUBMITTALS ON: PRKASI" �TRIICTlIRES DESIGNED BY: LINDA L. Deu"L' EUETTG NOTES: auaac• MAM�q MlMplp • t �. / �:SIP F41� wIL�,�X It.tY CON145C RS A'd"W'r iANlTatpt AItlC i1f.71fM G[WBp U'pYC TYFLS..-.-�•® tt"fNpU 1+t"WpTW6�:8 0 408 CULYlp1 S�• +♦ '• WL(irk,Q,I,f,'r/11CA•$l1iYl4.F11 ' •••• `• „~ ULIfew_- 7'-'A%-?r.0r:= ;r, A7 1T JHIV-1 f-ClJkO f 1U:11H I-KUIl-VItLlbbH 5 h'1L1-H yb4t41((f5 TU:6462778 P.4/5 ti 10 t m � R�7 to W v7 Q M N R7 ai In N14a m 'm Im av, w0x CL td s W a w VI x u - . V! .: o w a cti E• a, 4 4 e a • A , 4 e a 12.+ (0 L a P"cy . 0 i ? co 11 06/08 39dd m3mins siaww 110:)5 Z689�tLG66 9S Ol' [POc:�'66/tB 7 Awl D -p Ids 554ERA-t, TiAY5 oo-T ci�,- F t You A, W-lefl�)6r 1 1 4oPs `t0i1 W t t t 5f4o Avoa-qwTo C.OH , :m U1oR� 4N l-�S E S HP Oflicejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jan 19 2007 4:39PM Last Transaction Date Time Type Identification Duration Panes Result Jan 19 4:36PM Fax Sent 92475843 2:40 8 OK James R. McCue & Associates. Inc. AR11214 Architects JAN )1061, Commercial, Residential Architecture&Architectural Counseling January 19, 2007 To: David Hufstetler, Chief Building Official 800 Seminole Road Atlantic Beach, Florida 32233 Re: Research to determine the adequacy of the 3,000 gallon grease interceptor installed In"North Beach Center", on Atlantic Boulevard for(4) four restaurants. (Having to do with the permit for"Malissa's Pizza") Dear David : With the help of the building owners maintenance firm, we have researched the capacity and adequacy of this interceptor. Enclosed,please find the following: 1. A letter from"A-1 Waste Management, Inc., the firm servicing the grease Interceptor. I suggest you examine the second paragraph of this letter and in cooperation with the Owner set up a servicing cycle which will insure the future performance of this system. Since the calculations demonstrate the inadequacy of the system,perhaps a meeting including the following: owners representative; yourself, a utilities representative; and a representative of"A-1 Waste Management" and Sean Akoglan at the site might help to resolve this matter. If necessary, the tank could be exposed and its capacity discussed. The meeting might result in a letter from the Owner changing the servicing cycle from 90 to 60 days, with a report to be furnished by"A-1" after each service call to show how the system is functioning. This monitoring may result in a shortened service cycle or whatever may be indicated by the facts. 2. A specification with drawing depicting the unit installed from `Standard Precast, Inc. 3. The calculations prepared by the Owners management firm demonstrating the adequacy of the existing Grease Interceptor for all four restaurants in the center. David, I hope this will help in resolving this issue and Mr. Akoglan can move forward with his new restaurant as soon as possible I will fax you a copy and send a hard copy with the next mail. Thanks for your help in resolving this matter. If I can be of further help,please call. Sin?Jes*R. A 4�� McCue, Architect FILL VA-1PI 2804 St. Johns Bluff Road South,Jacksonville Beach, Florida 32246 Tel: (904) 646-2777 Fax: (904) 646-2778 E-mail: mccarch@bellsouth.net Grease Interceptor Calculations- Usage Calculation— Seating capacity x 25 gallons ( for China) =gallons required Gallons required x 1.0 (Main road Load factor) - .25% =final capacity required Malissa's Pizza- Hours of operation— 10= .83 Seating capacity- 72 persons China settings—25 gallons 72 x 25 = 1800 gallons ; 1,800 x .83 = 1,494 gallons 1,494 x 1.0 - 25%= 1,120.5 gallons required Tree Steak house- Hours of operation—5 = .42 Seating capacity— 150 persons China settings-25 gallons 150 x 25 = 3,750 gallons ; 3,750 x .42 = 1,575 gallons 1,575 x 1.0 - 25%= 1,181.25 gallons required Po Boys- Hours of operation— 10= .83 Seating capacity— 197 persons Plastic/paper settings— 10 gallons 197 x 10= 1,970 gallons ; 1,970 x .83 = 1,635 gallons 1,635 x 1.0 -25%= 1,226.32 gallons required Tijuana Flats- Hours of operation— 10 Seating capacity—70 persons Plastic/paper settings— 10 gallons 70 x 10= 700 gallons ; 700 x .83 = 581 gallons 581 x 1.0—25%= 435.75 gallons required 1,120.5 + 1,181.25 + 1,226.32 +435.75 = 3,964 total gallons required 3,000/3,964= 75.68% of capacity provided= 24.32% deficiency calculated 2804 St. Johns bluff Road South, Jacksonville Beach, Florida 32246 Tel: (904) 646-2777 Fax: (904) 646-2778E-mail: mccarch@bellsouth.net lb:IUH hKUM:MEL155H'S HIZZH 9042417775 70:6462778 P.1/5 Waste Management Inc.. 7300 imeson Road Jacksonville, Florida 32219 904-786-6700 Shane@A1wastsmgmt.com 604-786-6722 fax January 26, 2006 Bob Huffman Preferred Property Management Systems 166 N. Dickinson Commercial Ponte Vedre Beach, Fl. 32082-5701 Re: Grease Trap at North Beach Center Mr. Huffman We have been servicing the 3000 gallon grease interceptor located at North Beach Center(725 Atlantic Blvd,Atlantic Beach, FI, 32233) once every 90 days for approximately 18 months. During this time'period the level of solids in the trap has consistently been in the neighborhood of 26% of the total volume of the tank. In my experience, as long as the total solids volume does not exceed 40%-50%the total volume of the interceptor it will continue to function normally. I believe if the pump out frequency were reduced to 60 days this tan could handle another restaurant with no problem. My suggestion would be for us to try that and adjust the frequency so that the solids content does not exceed 26%. As we do in the JEA's F.O.G. program In Jacksonville. Your busineas is most appreciated and we look forward to handling this matter for you. Thank you Shane Thomas **A1:_.-,_''.Preferred Hauler** 11,:11H FHUM:MELISSH'S PIZZA 9042417775 T0:6462778 i "Standard for Quality" �• GA>tl W. t'1TBRSOM CHAIRMAN 11340/NIWP$N10NW4V � P. 0. MOX 13607 i�ALKAOIFV161.i. 9604104 72Ta1g0pf OIM•�O►OA00 R 4013170304" YAAYAPA L.PITIVION P49slocwr Iwl 904.2"440 DATE: APRIL 14, 2003 co?vMCTOR: SOUTHERN DEVELOPMENT, INC. PttOJFCT: NORTH BEACH CENTER TO WHOM IT MAO'CONCERN: THIS LETTER IS TO CERTIFY THAT ANY AND ALL PRECAST REINFORCED CONCRETE MANHOLE SECTIONS,INLETS,CATCH BASINS, WE['WELLS,ETC.,MANUFACTURED BY STANDARD PReCA3T, INC..MEET AND/OR EXCEED THE STANDARD SPECIFICATIONS AS DESIGNATED BY THE AMERICAN SOC'.ETY OF TESTING AND MATERIALS(ASTM)AS FOLLOWS: FOR CIRCULAR STRUCTURES: C-078 FOR RECTANGULAR vmucTJREB: C•890 AND C•913 FOK UUX(.0 LV ttt f S: C•789 OR C•810 IN ADDITION TO MEETING ASTM SPECIFICATIONS. WE FURTHER CERTIFY THAT OUR PRECAST CONCRETE PRODUCTS MEET AND i OR EXCEED•ALL CITY OF JACKSONVILLE, FLORIDA SPECIFICATIONS AND ALL FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. SINCERELY, S AN PRECAST,INC. PRODUCTION ROPMENTATIVE SWUKN AND SUDSCRIBED TO,BEFORE M8,THIS 147". DAV OF APRIL 2001. UFO ow vo hr IIw4ft v/l O►tt '"'oaM�slloMpigmt i 'SI wMDTARY PLUTAILIC ♦Ir1 ■ MMMMM . . e.• p Cs 4NAIGNK U q-IRs _` ...�+�. ... rL0AC1• --m rGJ164crowi ARIi(1G CAMIA1lY AN6 lT6r1M LIVrm armucTullls • '"•— �••��3•• �'-�"•-•-.+..._ ar bleu,a•wtl'V I LILA low C111,0103 VlCul lUC1MOK r ...�^.....�---•...-...._-..,....—tom.... --+-�•�-�...... .� ... .��•��.�. uwOL!• • 7r1lULItRMtI VO/EO 3JCJd kl3QlIflfl SITIa(]Vv .LLOaS �689EtT,b06 99:0t L00i;/b0/t0 �111A.11A . ••'�+ �i��-i..>✓n ✓ r 1LLn 7YJ'TL'Yl I 1 i J Iv.040Cr10 r•.C,J 3 GiL�L��::/�`e� � Gi" ��7�Li� ti 0 ��i0 ir•...�t4 ''S►nnderd Iar 011o1i�y" �b�,,,. CARL W. Fillenson CHAIRMAN 11340 PHILLIPS NFONWAY / P q BOX 13807 J JACIf30NVILLe,FLOPIOA 72241.7107 00•46&odso YARBAAA L PiTEfISON FLM3034MBI ►RiS10[Ni PAX WN-41111118-4403 C"Oht�.RIE11TE STORM SY141.1-11C."TURES DATE: AP?!(. 14, 2003 CONTRACTOR: SO(JTHE:RN DEYh'I.Olmoct, wc- PROJECT: N081'H NEA.t,H U.'NTER SUBMITTALS ON: PWAST STRW:TURES DESIGNED BY: LINDA L. DeBL' IEUETTG NOTES: raraca N1►�fr•Q M[Mff11 {ANIi•N•AML aramm ssvxu LY/YCTu"s • w reap 4,.1•w"Wfl:[ • 1A[CUIYfM I•_••_ _•• ••►.►••- ••••. .••►_. .-..�+��.�. ... .�� fi6Gn�i,!C'b11C.1a fa•sil4.p •• GC1Al�1 tlV: UQ:TQ 70141.1 ll�f1'jT c,YII;Ihai 1 !ITIw :car./6G1/Tp 'nil -CVJU iq:11H rKU is NtL1b5H 5 Y'14LH J04d41 r r r5 VU:6462778 P.4/5 W Z w ''' AMW `R 19 AM11 OOOiii AG il► Q .ems C49 eK m1% C49 1 F,, � w • oa �u g .o � a 3 W 0 3 xr K> 1 Q Of O A .• dy .o o Jo Cc to b8/b0 3�Vd 83cnife si, 110:iS L699LtZFrBE 9G:01 [E0Zl6BlT.B \;S6 CITY OF ATLANTIC BEACH 800 SEINIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000039 Date 2/02/07 Property Address . . . . . . 725 ATLANTIC BLVD UNIT 09 Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc installation of 1500 gal . grease-trap ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NORTH BEACH CENTER DOUG'S DRAINS & MORE, INC. PENMAN PROPERTIES LLC. 2453 BAYWAY CT 725 ATLANTIC BLVD UNITS 1-21 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 71-0172 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/01/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 .00 .00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rS�yLyr,� CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: rconntractor: Address: !!sb /�..F M�� 7)3— Ad f L� G Telephone#• Owner: ,tABee Telephone#: Fag#or Address: Z�< 3 36' "J �� i--4�2 — Contractor Signature: ,cations which are a Part hereof and in accordance with the City of Atlantic Beach In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work m accordance with the attached plans and specific ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. If other construction is being done on this building or site, Plumbing Type: New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans _ Dishwashers — Sinks _ Disposals Urinals _ Floor Drains Washing Machine _ Water Lavatory Water Heaters Sewer /Sao ��/, Sprinkler System 5'e�sf T, Other*See attached sheet see For Backflow and irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: �_ X$7.00 + $35.00= 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800- Fax: (904) 247-5845- http:ltwww.ci.atiantic-beach.f��evised 9106