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00-498-0001r 09 /9/00 FRI 15: 26 FAX 954 925 4556 , , PRIME, LINE DIST . fa 002 "AMBROGI WOOD BURNING OVEN" MOD. MEC -130 # P 12 v REPORT NO. 540009 Fireplace Stoves CATEGORY 260 M L TW FIREPLACE STOVES Confonw to UL•717 ETL TESTHO LABORATORF3. NC. ccRTLAAD. NEW YORK =45 0000 . . 0000 •••• •0 .... . .... ...... 0000 .. 0 0 . . . .. ...... . •6•• 00000• 00009• 0000 . . 0000 0.000 •00• 0006 0 ..... TTS Directory of Listed Products FIREPLACE STOVES ADESSIE IMPORTS, LTD. - Westwood, NJ USA Wood Burning Pizza Oven, Model Nos Mini -75, MC 130, 1030, 1300, 1540 Page 1 of 1 1W Evaluated to the following... A representative sample of the listed devices have been tested, investigated and found to comply with the requirements of the Standard(s) for Fireplace Stoves (UL -737) and are identified with the Warnock Hersey Listed Mark bttp //12 19.193 111 /webclients/its/dlp /products nsf. . / f9201a25c5073018852568a2007ef257 ?OpenDocument &ExpandSection= 9/29/00 .00090 6 . 9 .6...0 69 6 . 9..6 0660 . . 0 . . . .... 0000 . 0 • .. .96. . 969. .000.0 0000 .. . . . 0 . . . . . 90 90006. . 0 . . 9909 960096 9900.. 6909 . . 0066 09.69 . ..9.6 bttp //12 19.193 111 /webclients/its/dlp /products nsf. . / f9201a25c5073018852568a2007ef257 ?OpenDocument &ExpandSection= 9/29/00 09/29/2000 16:24 s�rre 1•r• 2016668525 ITALGI USA FACTORY AUDIT MANUAL ETL TESTING LABORATORIES, INC. INDUS7RIAL PARK CORTLAND, NEW YORK 13045 PAGE 02 Page 1 of 1 a Date: Dec®mber 1, 1994 Revised; May 26, 1995 FACTORY AUDIT MANUAL AND PROCEDURAL GUIDE FOR COMPLYING WITH ETL LISTING, IN-PLANT LABELING, AND FOLLOW -UP SERVICE REQUIREMENTS ISSUED BY: INCHCAPE TESTING SERVICES ETL TESTING LABORATORIES, INC. 195 ANDERSON AVENUE MOONACHIE, NJ 07074 TEL: (201) 939 -8085 FAX: (201) 939 -3367 This manual has been prepared for the use of the Participant and Manufactures id8n13fied below '. •' in conjunction with the manufacture, testing, and application of the ETL mark to the products • . 0000 Specified in the index. 0 000000 ' . . .... e•ee IMPORTANT NOTE: In the event that the Inchcape Testing Services represefita06 iderW�'res • nonconformance (s) • • () to an • � y provision of this Manual, the Participant shall take on$ ar,more ofthe. • • • • • • •' following actions: . ' ' . . . . ' ...... 1 • Correct the nonconformance •' ' • ' . .... 2- Remove the ETL Listing Marts from nonconforming product ...... '....' ...... 3. Contact the issuing product safety evaluation center for instructions .... .... . . Standard for Fireplace Stoves - ANSI/UL 737, Sixth Edition • Fireplace Stoves CATEGORY 260 Participant: Adessie Imports Manufacturer: Adessie Imports 319 Knickerbocker Ave. 319 Knickerbocker Ave. Hillsdale, NJ 07642 Hillsdale, NJ 07642 Mr. Bob Risman (201) 666 -4500 Prepared by: I Reviewed by: Jessamyn V. Duterta Daniel F.X. Cochran Engineer Manager An Independent organization feeling for safety. performance, and certification. AV eenit es undertaken subject bfire /ofberinp rnerel poky: an subrdtted for exchrdws tea of do 06"" and io tmhn comprehensdi aan sus of hektostti ���+stloesufarr aMUM1 ebedea�eNO quotations fnwn rreportss or use of ETL 'a nam�'e Is permitted except n expressly authodred by ETL In mailing. 09/29/2000 16:24 2016668525 ITALGI USA PAGE 03 ETL Testing Laboratories, Inc Issued: December 1, 1994 Revised: May 26, 1999 INDEX Issue Order Prct Reference Date Number Pages General Information N/A 1211/94 N/A 1 Index N/A 1211/94 N/A 1 Correlation N/A 12/1/94 N/A 1 Procedure Guide N/A 12/1/94 N/A 4 Model Mini -75 and MC 130 540009 12/1/94 67195 -204 11 • The following revisions have been made to the factory audit manual; • • • • • • • • • :' DATE APPROVAL REFERENCE NO. DESCRIPTION . • • . • • . .. ...... 5/26/95 DFC—�GG changed address ...... • " "• .... " "� . . . . .... ..... .... .... . . li 09/'19/2000 16:24 2016668525 ITALGI USA PAGE 04 ETL Testing Laboratories, Inc. Issued: December 1, 1994 CORRELATION PAGE MULTIPLE LISTING The following products which are identical to those identified In the index except for model number and participant name are authorized to bear the ETL label under provisions of the ETL Multiple Listing Program. MULTIPLE USTEE 14ULnPLE LISTEE BASIC LISTEE BASIC LISTEE BASIC USTEE MODEL NO. MODEL NO. REPORT NO. ORDER NO. Models Mini -75 and MC 130 540009 87195 -204 BASIC LISTEE ••" ' Adessie Imports . _ 701 Broadway " "• " ":' Westwood, NJ 07675 ...... . . . .. . .... ...... ...... .... . . MANUFACTURER • . . .... ..... . Adessie Imports .... .... . . 701 Broadway Westwood, NJ 07675 . PRO, DUCT Wood Burning Pizza Ovens 14ULnPLE LISTEE BASIC LISTEE BASIC LISTEE BASIC USTEE MODEL NO. MODEL NO. REPORT NO. ORDER NO. Models Mini -75 and MC 130 540009 87195 -204 09/9/2000 16:24 2016668525 ITALGI USA PAGE 05 ETL Testing Laboratories, Inc. PG1 Issued: October 19, 1994 GENERAL: The Participant and Manufacturer have agreed to produce, test, and label ETL listed products in accordance with the requirements of this procedural guide. The manufacturer has also agreed to notify ETL and to request authorization prior to using alternate parts, components, or materials. COMPONENTS: Components used shall be those listed in the ETL reports covering the products specified in the index including any amendments and/or revisions. LISTING MARK: The ETL listing mark applied to the products shall either be separable in form, such as labels purchased from ETL, or on a product nameplate or other media only as speal'60i • • authorized by ETL Use of the listing mark is subject to the control of ETL ' . •' •' "' • • • • 0 0 MANUFACTURING AND PRODUCTION TESTS: • • • • • . .. .... Manufacturing and Production Tests are not required to be performed in this Procedural • ; • • ; • 0 • • ; 00 guide. • . . . .. ...... . . . FOLLOW -UP SERVICE: ' • •' • ...... .... . . . . .... ..... Periodic random inspections of the manufacturing facility shall be scheduled by rfL An "" Inspection report shall be issued after each visit. Special attention will be given to the • following: 1. Conformance of the manufactured product to the descriptions in the referenced ETL report(s). 2. Conformance of the use of the ETL !abel with the requirements of this procedural guide and the Listing, Labeling, and Follow -up Service Agreement. 3. In -plant quality control procedures and personnel. 4. Manufacturing changes. 09/29/2000 16:24 2016666525 ITALGI USA PAGE 06 ETL Testing Laboratories, Inc. PG2 Issued: October 19, 1994 MANUFACTURING AND PRODUCTION TESTS The manufacturer agrees to conduct the following-Manufacturing and Production Tests as specified. (ELECTRIC WITHSTAND TEST; Method One hundred percent of production of the products listed on the following page shall be subjected to a routine production line dielectric withstand test. The test Is to be conducted on products which are fully assembled. Prior to applying the test potential, all switches, contactors, relays, etc. are to be closed so that all primary circuits are energized by the test potential. If all primary circuits cannot be tested at one time, •' •' • then separate applications of the test potential are to be made. • ° " ° ° • The test potential specified on the following page is to be applied between primary,cira ; ;;• •.•. and accessible dead metal parts. The test potential may be gradually increatdd td the • Specified value but must be maintained at the specified value for one second'or dlie rWra e' • as required. 9000 • • • • • • . . . .. ...... Test E ul ment ° • •' • . .... ...... ...... .... . . The test equipment shall incorporate a transformer with an essentially sinusoidal otiput, a • means to indicate the applied test potential, and an audible and /or visual indlcator of '*0* ° dielectric breakdown. The test equipment shall incorporate a voltmeter in the output circuit to indicate directly the applied test potential if the rated output of the test equipment is less than SW VA. It the rated output of the test equipment is 500 VA or more, the applied test potential may be indicated by either: 1) a voltmeter in the primary circuit; 2) a selector switch marked to indicate the test potential; or, 3) a marking in a readily visible location to Indicate the test potential for test equipment having a single test potential output. In cases 2 and 3, the test equipment shall include a lamp or other visual means to indicate that the test potential is present at the test equipment output. All test equipment shall be maintained in current calibration. The test equipment shall be calibrated for sensitivity at least once per day by adjusting the voltage to the required test potential while loaded by 120,000 ohms of resistance. The test equipment shall indicate an unacceptable performance within 0.5 seconds. 09/29/2000 16:24 2016668525 ITALGI USA PAGE 07 Ell Testing Laboratories, Inc. PG Issued: October 19, 1994 PRODUCTS REQUIRING DIELECTRIC VOLTAGE WITHSTAND TEST: Product Test Potential Test Time None GROUNDING CONTINUITY TEST: Method Each product listed below shall be subjected to a test to determine that there. is. gpntinuity ; • ; • ; between accessible dead metal parts of the product and the grounding pin of bl ;de of ti; g, • ; , • • - attachment plug. • • • • • • If all accessible dead metal is connected together, only a single test need be polooned. A' ' visual or audible device (ohmmeter, buzzer, etc.) may be used to indicate grounding • ; ; ; ; • . , " continuity. . .. • • , • • ...... . . PRODUCTS REQUIRING GROUNDING CONTINURY TEST:' .... ;....; ...... .... . . .... None • . .... .... . . ..... . . 09/29/2000 16:24 2016668525 ITALGI LISA PAGE 08 ETL Testing Laboratories, Inc. PG4 Issued: October 19, 1994 UNLISTED COMPONENTS COMPONENTS PHOTO ffEM COMMENT None . . . .. ...... . .... ...... ...... .... . . . . .... ..... 09/29/2000 16:24 2016668525 ITALGI USA PAGE 09 Reference: woog ETL Testing Laboratories, Inc. Page t Issued: December 1, 1994 PRODUCT COVERED: Wood Burning pizza Ovens Model Mini -75 and MC 130 GEN.` ERAS: Construction Details . For specific construction details, reference should be made to the following photographs and descriptions. All dimensions are approximate unless otherwise specified. In addition to the specific construction details described in the photographs, the following general requirements also apply. 1. Corro ion Protection - All ferrous metal parts are suitably protected against corrosion by painting. 2. Markings- The markings provided on the product are described in Illustration 1 of this report. ...... • 3. Installation Instructions - This product is provided with supporting d0gag1e13tation to. • • . • • • • • properly install and operate the product. Refer to illustration 2-8 for detahs-oregarrfing•. the Installation/Operation instructions required. • • • • "• . . . .. ...... 4. Location for AppLoved Use -The products identified above are to be i the-::::- following locations: a) indoors, b) in a commercial cooking establishment, pot for • • • • . • • ; • • residential use. .... 5. Method of O eration - The fuels used to fire the ovens are solid -wood fuels only. The product identified In this report must not be used with any type of starter fluid to aid in the Ignition of the fuel. 6. Method of Suaport - The ovens are supported either by a steel stand with four legs, or the actual base of the oven which is integral to the unit. 09/29/2000 16:24 2016668525 ITALGI USA PAGE 10 ETL Testing Laboratories, Inc. Reference: 54000g Page 2 Issued= December 1, 1994 PHOTO NO 1 Product: Model Mc 130 Yew: Overall 6 % • . • • ... goes • • .0.0 6900 % 0 6• .00• 1 • • 699• e 0996 0:09: •g • • • • • e • . g .. 0 66e0e 3 . 6... 0...00 • . • e....0 sego • • • 0 .60. ..•.. 0090 •.6• . • .000. 09/29/2000 16:24 2016668525 Reference: 540009 PHOTO NO 1 Item 1: Enclosure Rem 2: Stand ITALGI USA UL Testing laboratories, Inc. Page 3 PAGE 11 Issued: December 1, 1994 Product: Models MC 130 Yew. Overall Comment: Outer endosure is of noncombustible corrosion- resistant painted /coated steel. Comment: The ovens are supported either by a steel stand with four legs, (each of which have flanges used to bolt the unit to the floor), or the actual base of the oven, (which is integral to the unit). Stand is securely bolted to unit and has sufficient strength and rigidity to support oven. Item 3: Fire Chamber • • • • Comment: The fire chamber conists entirely of refractory material." . " ". Item 4: Chamber Door ' Comment: Chamber door is not attached and is supplied witFt the Unit. . " ". Item 5: Flue Comment: Units are supplied with a flue opening. Flue opening is made of refractory material. . 09/29/2000 16:24 2016668525 ITALGI LISA PAGE 12 ETL Testing Laboratories, Inc. Reference: 540009 Page 4 Issued: December 1, 1994 ILLUSTRATION 1 Markings The following Markings were located on COMPONENT labelling systems or were applied to the product in a reliable fashion. The following markings are permanently affixed and visible after the oven is installed. /. Manufacturer's Name, Catalog number and manufacturer's date code. 2. Minimum clearances from the chimney connector and from the sides and back of the oven to combustible materials. These clearances are to be in written and diagrammatic form. 3. Type and dimensions of floor protection. The dimensions may be in diagrammatic form. • 4. Type of chimney and chimney connector to be used with the oven, • • • • • • S. Statement referencing manufacturer's installation instructions for predlautiohs re •rnp •" for passing a chimney or chimney connector through a combustible 9vall' of ceiling•apd reference to local building code for details. • • • • • • • • • • • • 6. "Do Not Overfire — If Wood Burning Oven or Chimney Connector Glows, You Are • • • • • • •; Overfiring," or equivalent. so** • • • • • • ...... .... . . . . .... ..... 7. "Inspect and Clean Chimney Frequently — Under Certain Conditions of*ItIn, CreoddW • Buildup May Occur Rapidly." 8. "Install and Use Only in Accordance With (Manufacturer's Name) Installation and Operating Instructions," or equivalent. 9. "Contact Local Building or Fire Officials About Restrictions and Installation Inspection In Your Area." 10. "For Use With Solid Wood Fuel Only." 11. "Do Not Connect This Unit to a Chimney Flue Serving Another Appliance 12. Date of Manufacture (at least by quarter and year) which may be in an established or otherwise traceable code. 09/29/2000 16:24 2016668525 Reference: s4=9 ILLUSTRATION 2 Oven Dimensions ITALGI USA ETL Testing Laboratories, Inc. Page 5 PAGE 13 Issued: December 1, 1994 M001L: WOOd 11UHNING 1.17.1A /III11.A1) OVEN (#111:10, #1300, #154U) s%UJtN ,s- (101' WFK7 MODEL INSIDE DIMENSION DUISIDE DIMENSIOa aDE orErnwa :S:IG1i1 COOIONO 1mrs Fm r Fw 1030 H IF w 41' Dar Im w 4r i 4t 16 V40111 13M LOS M.AVWM: 2 MMIES • 0000. MW: 4 MINUTES 13w 11 iT w 61' D 61' 11 3F wS9' 11.E Ir wID11I 1990 LOS PU11rM. 2 MINUTES awt 4 MINUTES 1540 1118' w 6T D 61' —J 111"'4 W 60' 0 rrr 2' WIU111 I 741611 LOS PLAi/OW 2 MINUTES 0000.. MN: 4 MINUIEB 0000 goes 00*0 gage . .000 •000.6 •egg •• 6 e • • 6 • e o • • . .. 000000 6 • I �` • t . • .6•. 0000. � t .•6. 0000 (101' WFK7 MODEL INSIDE DIMENSION DUISIDE DIMENSIOa aDE orErnwa :S:IG1i1 COOIONO 1mrs Fm r Fw 1030 H IF w 41' Dar Im w 4r i 4t 16 V40111 13M LOS M.AVWM: 2 MMIES • MW: 4 MINUTES 13w 11 iT w 61' D 61' 11 3F wS9' 11.E Ir wID11I 1990 LOS PU11rM. 2 MINUTES awt 4 MINUTES 1540 1118' w 6T D 61' —J 111"'4 W 60' 0 rrr 2' WIU111 I 741611 LOS PLAi/OW 2 MINUTES MN: 4 MINUIEB 09/29/2000 16:24 2016668525 ITALGI USA . ETL Testing Laboratories, Inc. Referove: 640009 Page 6 ILLUSTRATION 3 Instruction Manual WARE PAGE 14 Issued: December 1, 1994 TT]H err ...... . . !.A PARTS •'1 • WK SSPR� PI11• •OMU .PAM • a • • • • • IF A no8lzolrmL Z t .X m zrS » . 000* s�vNAA" PC��RC �e see -.Sdn •er fbe �� ' • 70"A o muse Bay be -oftd oN• mp&=e 4 • • G • 00s0 •Goss• 0000 •• • A /E:• • • •• 0000•• o 0000 0000•• • • • e •Goes• 0000 • • W5 FIM/1G TL �� e•o• ••G• i i ^ dRO 41 • - •Gee• --1 r \` ptA • i—�� iii/ // 09/29/2000 16:24 2016668525 Reference: 640009 ILLUSTRATION 4 Instruction Manual ITALGI USA ETL Testing Laboratories, Inc. Page 7 PAGE 15 Issued: December 1, 1994 o isDlants di Walslssi I ipolU I .I --. TauvlJw o 4WOAS.{ LASGIAR6 , TUC ST.L 1011 Or 16`116 ALOE 11AY .� �a�a as attore 0 ma oe RMW on SQUARE. s ralente iea • I LPJIVY 3 -4 Cl1. Or AIR or POT 321SUrA ^a oG HhTE r.L Pmzsslme . 1!J►l.L ' R fIAOMAA 0000.. 0 0. . . Li 0000 . . 6 6••6 6000 VPpORTxva VAX • • • • I � • • 1 0000 •••6:6 Mam.001 0 0 000 000090 sosrl:CMo .' • 0006 •••••• 0000.. 0000 . . 0000 00.6 OPTIONAL R11sCr -sauw ..-. PEZMA 1FAcos TII'171/A� RACE TII6 OVEN al !DE 511MIr 1111" ARD GIVE TIIE YTIIL Xnr, TOO[B I YOU PRtrEA. tug IIEIGRT Or TIIE H011I'0 oveni1R: 2s YO BE AAIsm 07 Tug nuanr Or I THE BASE- BOARD. WOULD L1ITTER 86 r1101/IDeD IN TROUT Or Tug amt. 7VIt' OVE11 2S TO BE 120111640MA11 YD AR UnCMIT ME ItM PIPES or 1 APPROX. 200 an III ANY RIND or 1NATMIAb. VROVID® TIU1t IT IS UOI I11PLA1DIADLE lap tarale kind mold he all rlghtl . • TIM OPERATION Ifi-8r BE SIM NATURAL DRAOGIIT, THEREFORE noa•T FIT ANY g6CSANICAL AspIMYOR. TNa OVEN IS NON CMUX ZPG. E9w.er THE 111SOLATION CAN 88 PAU= BY ADDING ON TOP Or It, arcs TOE A65@IBLM = EIUis=. Ally x2ND Or NON ID1IDVCTZ= NATEAIAL. AI.60 43d41011 .SKID IS Mz AIcur or ALL WHOLE Or TIKE BUIIIIYIIC IRDMILY. 11ASrE 1IATICwriS•a.a.a. - •--. -•• —. •�..•� +. n•6-.r. "raw m.wx •nn h r"IP1.E Or DAYS. 09/29/2000 16 :24 2016668525 ITALGI USA L REPORT ETL TESTING LABORATORIES, INC. "" logs 195 ANDERSON AVENUE MOONACHIE, NEW .JERSEY 07074 Order No.: 87195 -204 REPORT NO. 540009 INSPECTION, TESTS AND EVALUATION OF A Wood Burning Pizza Oven RENDERED TO Adessie Imports Westwood, NJ 07675 PAGE 16 Date: December 1, 1994 0000.. .. 0000.. 0000 0000 GENERAL: 6. 600. 0000 0006 .. This report gives the results of the inspection, tests and evaluation of the Wood Nrning rmn Oven Models Mini -75 and MC 130 for compliance with the requirements of the Standard for Fireplace Stoves - ANSI/UL 737, Sixth Edition. This investigation was autho4ps )y Mr.66ob' R)sman. 0000 0000 0000 The sample was provided by the client and tested at client's facility, commencing June 3, 1994, concluding December 1, 1994. Fireplace Stoves CATEGORY 260 Participant: Adessie Imports 701 Broadway Westwood, NJ 07675 An independent organization tooting for safety, performance, and coRHioetion. AD aarvice6 undertaken sublet to the foOowAng genord policy: Reports am submitted for atcluslvo use of ffia clients to whom they are addrseaed. Their significance fs suWct to the adequacy and representative character of the samples and to the eomprohenolvenees of the boats, examinatl000 or ourvoys made. No quotationt from loporte or use of M's norm is Permitted except as exprosely authorized by ETL in writing. 0000 0 0000 0 0000.. 0000.. 0000.. 0000 :0000 09/29/2000 16:24 2016668525 ITALGI USA PAGE 17 ETL Testing Laboratories, Inc. Report No. 54o0o9 Page 2 CONSTRUCTION Issued: December 1. 1984 PRODUCT COVERED: Wood Burning Pizza Ovens Models Mini -75 and MC 13o MODEL SIMILARITY: All models are similar in design and construction. The primary difference between all models is the diameter of the oven. PRODUCT DESCRIPTION: The products covered by this report is a wood burning oven. The unit is frees AHng aqd • • • • • • 0000 . . uses solld -wood as fuel. An arched opening in the front is used for inserting'-Wth Wood fuels• • • • • and the baking products. Tha outside enclosure of the wood burning oven it painted stwdf'. steel. The cooking chamber is made of refractory material. The dome of the,nvenis made". 0 *6**06 with vibrated refractory material rich in aluminum oxide. The whole oven is insulated with • • • • . three coats of refractory cement. The unit is shipped with a detachable door M" can gv!� • • • ; • • off the opening and extinguish the fire. Flue gases lbw from the top of the oteniny into ;a 0.9 • goes** flue pipe. . 0099 0000.. 0000.. .00996 0000 . . 0 . . 0000 0000. 0000 0000 . . :0000 09/29/2000 16:24 2016668525 ITALGI uSA PAGE 18 ETL Testing Laboratories, Inc. Report No. 540009 Page 3 Issued: December t, 1994 TEST PERFORMANCE' A representative sample of the product was tested in accordance with the Fireplace Stoves - ANSI/UL 737, Sixth Edition. Standard for The following tests were performed: TEST SECTION Brand Fire Test 12 Flash Fire Test 13 Strength Test 15 .. .... % eSURs of the tests indicate the specimens ... goes .... • conform to applicable test criteria, • *sees 0900 .. •••• •r • • • • • •• •••••• • •••• •••••• •••••• •••• • • • • •••• ••••• *000 @Soo 09/29/2000 16:24 2016668525 ITALGI USA PAGE 19 ` ETL Testing Laboratories, Inc. Report No. 540009 Page 4 Issued: December 1, 1994 CONCLUSION A sample of the Wood Burning Pizza Ovens Model MW45 and MC 130 has been tested and examined and found to comply with the applicable requirements of the Standard for Fireplace Stoves - ANSI /UL 737, Sixth Edition. In Charge of Testing: . ees. 0 s . . ot ... ... . . 6666.• .. . . 6100 s sees JeSSarn n V. Duterte • • 00:0 e e• 0 E ' ' ' .0000 00 0000 . . sees sees.. .000 :so 00 00 . 0 6 6e 60009. 6 0000 6.666. Reviewed by: • . . sees 0000 . . Reviewed by: 60:600 6006 sees . . n ut'l.�a(t 6 00000 0 David S. Linder s� Daniel FX Cochran Project Engineer Manager 4' , 1 J • • j *fee 9004 • •• ••• • s Goof • ••e••• 9999. • sees • 0000 W177 Please Print or Type DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Division of Hotels and Restaurants APPLICATION FOR PLAN REVIEW ��cl'3usE aid Plan Review Fee - 175,00 Log Number ❑ Cash ❑ Dade: 5� Date Received 1 Initials MmW D sv The appl.ic"ant';is to submit this completed application'livith plans. Establishment Name Sri L� iZl�- P /ZZ ;-'� 14 Corpvato and outlet nerve where appropnate Establishment location 9696 5LJr15i` ( (D M J S Adareaa and City Owner Name' _ � � �� W1, 0 COV P. Address e-E;_ .Se t..i%e 5 t£T City �7N K t State Fl . Zip Code Telephone 1 1 Responsible Agent Name _TQ MA 5 0(2-71-L Title of other than owner) Address Al (7Cl S. u-). 1 1 st EI City 11-1 State E"� Zip Code ( L '5 Telephone n Menu Information: Types of food involved and method of service. Attach a copy of proposed menu I'd necessary). -P k-'7a & U Waste Water Disposal. Prior to the opening inspection, the applicant must provide written approval for waste water disposal from the appropriate agency (HRS County Public Health Unit, Department of Environmental Protection, municipality or sewer district). Written ap- proval may be a copy of a utility bill, a receipt or permit, or a letter from the appropriate - agency. Will your establishment be served by: A. Septic tank system? El Yes W fllo 8 Package sewer plant? ❑ Y!�_ ❑ No C. Municipaqutilitysewer? Ryes ❑ No If you answered YES to item B or C, complete the following: Name of mu i ipallutilIrty agency lsonj T+A N( ( "7" `i u Size of grease trap 1 `]—U gal. Location e5Il cf , �LO=i U Water Sbpnly. Prior to the opening inspection, the applicant must provide written approval for a potable water supply from the appropriate agency (HRS County Public Health Unit, Department of Environmental Protection, municipality or sewer district). Written approval may be a copy of a utility bull, a receipt or permit, or a letter from the appropriate agency. Will your establishment be served by: A. On -site water well? 2 Ces ❑ No B. Municipallutilitywater? , ❑ No If you answered YES to Item B, complete the following- Name of municipallutill�. agency 'STn (~{..k Hie RS C 00 0 Ulf existing structure, pr(&idede4ription (examples: steel warehouse, old wood frame building in hisfbric disft etc.): • • • • . •.•• 0.00 . 0 S re • �xT � f-� s I o I-t = "p .`� S i . �� 5 eta t� •pi1 +� i. •••• 9600. • 0 0 • 000000 0000 0 0 Note: Construction finish schedules; of floortvvalls and c ftgust be proven Sl�qgor 0000 0000 • • f r • • - _ 'e • 0000• m Solid Waste Disposal. • Disposal Type (dumpster, grease container, garbage can, etc.) Wastewater from cleaning containers disposed on site? f3f yes ❑ No III'ID Will establishment have an Alcoholic Beverage License? files 0 No If YES, the establishment must meet all the sanitary requirements of the state before the department staff may sign the application for beverage licerise. AO required equpir ent and fixtures must be metaled and operating properly before approval can be given pursuant to s.561.17(2), Florida Statutes. ® Projected Seating Capacity. Number of Seats 4 U i ®Construction: Anticipated Start i? I WI L Completion 6 13v I Z17 Month Day Year Month Day Year Plans are reviewed on a first -come, first -served basis. Florida law allows 30 days far processing. After plans are approved and construction is complete, please contact your division district office f or an inspection. If you do not currently hold a BPR license for this establishment, submittal of an Application for license and the appropriate license fee is required at the time of the opening inspection. `.� IICI 170-ZM MONTH DAY YEAR OBPR Form HR 6021.010 (Formerly 81`1121-010) Revised 1099 July 29 A total of six (6) comment sheets have been generated. To follow please find a description and response to each structural comment/inquiry found on these six (6) pages. Sheet 1 No structural comment required. Sheet 2 Item 5- Cooler refrigeration unit is built -in on cooler unit. No roof mounting is required. Sheet 3 Item 1- A/C unit specs have been provided. Item 2- See sheet M -2 bottom left hand side of page for dimensions & location Item 3- See sheet M -2 for structural framing plan of roof. Item 4- See attached signed and sealed P.E. calculations for roof loads. Item 5- See attached signed and sealed P.E. calculations for mounting details. Sheet 4 No structural comment required. Sheet 5 No structural comment required. Sheet 6 Item 1- No longer applicable. Item 2- No longer applicable. Item 3- Roof deck is hard rock concrete per field investigation. Item 4- Steel joist loads verified as 175 # /L.F. thru field verification and microfilm drawings. Comment at bottom of page- Signed and sealed P.E. calculations have been provided. 0000 ... . . 0000. . . . .. .. . . . ... . . . . . . . . . : *00: •0• 000 0 0 0 0000 0 0 0 OFFICE COPY 0. 000 0000 . . 0000 .............. 0000 .. . 0000 - 0000. 000. 0 Index to Structural Responses :...' �...• 00:00.. .:...� . Sole Pizzeria A total of six (6) comment sheets have been generated. To follow please find a description and response to each structural comment/inquiry found on these six (6) pages. Sheet 1 No structural comment required. Sheet 2 Item 5- Cooler refrigeration unit is built -in on cooler unit. No roof mounting is required. Sheet 3 Item 1- A/C unit specs have been provided. Item 2- See sheet M -2 bottom left hand side of page for dimensions & location Item 3- See sheet M -2 for structural framing plan of roof. Item 4- See attached signed and sealed P.E. calculations for roof loads. Item 5- See attached signed and sealed P.E. calculations for mounting details. Sheet 4 No structural comment required. Sheet 5 No structural comment required. Sheet 6 Item 1- No longer applicable. Item 2- No longer applicable. Item 3- Roof deck is hard rock concrete per field investigation. Item 4- Steel joist loads verified as 175 # /L.F. thru field verification and microfilm drawings. Comment at bottom of page- Signed and sealed P.E. calculations have been provided. - a JUL -19 -2000 16 :20 CITY OF SOUTH MIAMI BZCD P.03 QTY OF SOU'CH MIAMI ' WtDI DAPARTWNT - =_A!V AEV111W COMMEwrl" �* .... . IF)ACTE:. *1S:oD ADDRESS: 5914 S vw SE-r- -vv-i Vt CkT I`I IS rot ICE rKAkE2�R�f`q "lveR�or�pi2 r-Ate U 1 Ads o NEE9 IuDLVIDVAt- G�—c'- • .... . ..... . ... . .... . SERVICE IS 3 l3E ANy PM QV I RIES TEAL o jr ELGC'T� CAC.. El.i � -INEEQ R" tr OcfrLer A-7-1 To pbg AL-ryAL LI4HT WAWA" wlu, gq 010" THAN 940 Wr4Trs EMEC�t.�hJCr ""In fb 60 OU W&1-r[WG f-lkeviT FOlt- imr A2EA U N SW 17-GH£9 NOTE! PROFESSIONAL ENGINEER OR ARCHITECT WILL BE REQUIRED TO MEET WITH PLAN EXAMINERS IF CORRECTIONS ARE NOT INCLUDED IN THE PLANS FOR SECOND REVIEW. n C JUL -19 -2000 16:19 CITY OF SOUTH MIAMI BZCD P.02 �: r Y OF SOUTH MIAMI • :::' ��LD�IE# 150 ... - - - - .. �'MENT PL N AEVIlkW c-omM ru'r-amerkir le NAME:_ ADDRESS:_ '��G JcJ J o y 1 E 'er �r�• GC 6( .1 J f A %- ,,Li aJry�)o(i f / C `'— (i) 's Jab "J o J 014- co-) `, S N(rLA 14!L °, ev 9999 9600. ,4tisr Y ✓w �•�•}' �L•..13 H�rON ,� u'd { .% �J c TNOUT n%`)iPA:Z LA" t9A!-irin.% _ 0 .J C-Z J cu 1'i ,Z.- 0fi C c V0r - -)-b )(IC(-1n C q', 0 J "OLJ d w Gr OF 2vdj - IL-t J yL+L_ T u- fl T to a=- woa b 9 J r X17 .ft�PPc WA J �ti) rLn�S s� �Cr/� 1'a4 P/JFrGA4` VV, A- %a2 • TL no lE c�N,c�� 4(- 09 13 /7o eL4,cL _ NOTE! PROFESSIONAL ENGINEER OR ARCHITECT WILL BE REQUIRED TO MEET WITH PLAN EXAMINERS IF CORRECTIONS ARE NOT INCLUDED IN THE PLANS FOR SECOND REVIEW. c314 2 JUL -19 -2000 16:20 CITY OF SOUTH MIAMI BZCD p•04 6600 .0. . . 66660 ... C�'Y`Y OF Sp . . 6666 SOUTH MIAMI ' : : • • •: mumm ... RU.�LDING•DFFAcRTMENT PL N REVI V1/ C;pMMENT SHE T ••� Ar NAME' ......... 6666. • . DATE: 'G N'L Zoov DRESS: Ste_ SW unse QQ . Go'" le�i-e- 6666 600 ...6 C, �'i�on s a /� . 6 a 01 ,nenrJ9nS 1^ cL� s e 1 11 ATin e u� rnenT 00 c� a oc (�� �° u a de S•�YU c u a 6 E o C%eG� 4he, loads 0 - �° u' me W1 O. n A M e . � r-O s - es, 11 r a �. c c,�+ r►, a ,�� . o un� o n e r e� AM e ro .i� dG ltl A t G rs - NOTE! PROFESSIONAL ENGINEER OR ARCHITECT WILL BE REQUIRED TO MEET WITH PLAN EXAMINERS IF CORRECTIONS ARE NOT INCLUDED IN THE PLANS FOR SECOND REVIEW. sir 3i JUL-19-2000 16 21 CITY OF SOUTH MIAMI BZCD P.05 CITY OF SOUTH MIAMI - L NT A .. N EVIE�/ C c3WmEwrmm ��s� Af • • • • • • Pon •'�: � 2oao ADDRESS: S 894,E . • • Co1cs, 1/1COir. GO M p► t� LJI i'dc 05if T I h! G� �� • T off-; � ble eD ,, 01'.4 .... ..... ... • hA u • R�i� • •y � • ��acccs1 w�►a�- needy rGCSt 0,4 NOTE! PROFESSIONAL ENGINEER OR ARCHITECT WILL BE REQUIRED TO MEET WITH PLAN EXAMINERS IF CORRECTIONS ARE NOT INCLUDED IN THE PLANS FOR SECOND REVIEW. '54F 4- JUL -19 -2000 16:21 CITY OF SOUTH MIAMI BZCD P.06 _ CITY OF SOUTjR MUM •,•, : - _ 5 r■. .. BUILD RIO N'' e Co n ADDRESS: duns e •�� eats as .. • 1. 2000 NOTE! PROFESSIONAL ENGINEER OR ARCHITECT WILL BE REQUIRED TO MEET WITH PLAN EXAMINERS IF CORRECTIONS ARE NOT INCLUDED IN THE PLANS FOR SECOND REVIEW SNr �� 7JUL -19 -2000 16:22 CITY OF SOUTH MIAMI BZCD P.07 CITY OF SOUTo mLAm, - - -- -- - - _ - . PL PARMIENT N EVIEiW CNMMENT.�Iyi�s .... NAME: one e Con cf7 on ADDRESS: J)ATr /'¢• 2 o c v S$_ •• S e IW IA. � ale r• .3� . . o Co re s A J Yeij , co0- araf x-, .. d e^ v I I O r /1 �t r� /"b GK- -4' e r• JT t.G Oi r oI 0 .cc OL G� 01 r? - - L. 1� r��e,eoFu.h �2.ks 4 Fit 0-0 yF i�or�v / ro a ear e , e 0. roy / r► v -a Welk 04 (, NOTE! PROFESSIONAL ENGINEER OR ARCHITECT WILL BE REQUIRED MEET WITH PLAN EXAMINERS IF CORRECTIONS ARE NOT INCLUDE TO PLANS FOR SECOND REVIEW. DIN THE lb. SN T TOTAL P.O? JOSE A. SANCHEZ, P.F. JOB. -904'EF -7 (Z,,.,e CONSULTING ENGINEERS SH6`'TNO:• • • •• • OF: • STRUCTURAL P.E. J 40227 CALCULATE BY:. • DA -*E:--- - 5001 S W. 741h Ct, #102 ••• ••• •••• • • • 2y CHECKED BY- DATE: MIAMI. FLORIDA 33'155 (305) 668 -4555 FAY (305)668 -2206 5CALE- E -NAIL: nsonch @gole.nei ����� .� 5 M _ ••_ • Of o . U. 51.) I E, 69� jib• •I • 'lip • ' SCI,. I kr' _1 I I I��— IpGi S�I��Z �j � I I '`•I� I ! l � , 4 -row �—, ; �-- ' I � �.- ' I I I I� • �. f I T— - - Ai II - , I gwi - 1 tv Q I _ I I I I I I I , I � f I I I 1 .3i I I 1 I '• _13 —I i- ► ! I I I Of o . U. 51.) JOSE A. SANCHEZ, P.E. CONSULTING ENGINEERS STRUCTURAL R.E. 8 40227 5001 S H' 741h Ct x{102 MIAMI, FLORIDA 331 55 (305) 668 -4555 FAY (305)608 -2205 E -NAIL- nsonch@gole.nei JOB: Agg�r 1L SHEETNO.' ••• • • ••••�F: ••• �- CALCUMTEE BY. • OA►E•:••• %04 • • • • • • • CHECMb BY•' • "•D•ATE: SCALE: . . • . . • . . . . . . . . . . . . .. . . . . . I - 4A A i t I I I I I I • •I I 0 a- I ! ! 1 1 I I I j j� I I� ' '• !, I I i i i i � �' I I Z Z X �� 67 / 1 —r i I — i i /JSe� L i� X .� X/ �' o!•� ��'_ I I I I I 1 ����1 �, IV �, • •� •�� y IT— o t I o 1 1 ; I ! I I I I I I i i i i l l l- s s8sx Y, , , I i i i i A 730 # #76 l l;! 2' 10FT A. r;ANCHF7, P.F. CONSLJL711,JC CKICINCERS STRUCTURAL R.E. 1 40227 5001 S W. 74th Ct #102 MIAMI. FLC)RIC)A 33155 (305) 668-4555 FAX (305)668 -2206 E—WA• nsonch@gole.nel JOB SHEETeN2 CAF . •CALCUL.A TEVI:, C;Alr. CHECKED BY: DATE: SCALE: r. 4,Cl 74 T� 17 77 r � I LL r. •••• • ••••• • ••• • •••• •4 3 BOLTS, THREADED PARTS AND RIVETS Tension Allowable loads in kips TABLE I -A BOLTS AND RIVETS Tension on gross (nominal) area Nominal Diameter d, In .lx I/n '/r I II/x 11/4 1' /x I'/, ASIM I'r Area (Ba „c(l on Nominal Diameter), In UeslpnaUoll Kv . 0 1068 04418 0 6013 0 1854 09940 1 721 1 485 1 767 — -- --- -- - - -- A301 boll % - --- -- -- 20 0 - - -- - -- 6 1 - -- -- 11 0 - -- -- - 15 1 - -- -- - 19 9 - - -- — 74 5 - --- -- 79 1 -- 35 3 - 8 8 A325 bolts 44 0 '13 5 19 4 26 5 34 6 43 7 54 0 -65 3 77:7 - A490 Dolls 54 0 16 6 73 9 32 5 42 4 53 7 fib 3 80 2 95 4 A502.1 l fvcl:, 23 0 1 1 10 2 13 8 III 1 72 9 '7.8 2 r -;34 2 40'6 "` A502 -2.3 rwcl5 29 0 8 9 12 8 17 4 22 8 28 8 35 6 , "43 1 �1 -2" f-1 I he obovc• 1,'ible lists AS I M •.pet- IIIed nlatorioli, that a1 e Vviic1 ally 1111c11cfe(I'llaz ) structural fasteners Vii« `�! •'.•� For dynamic and fatigue Iox1mg. only A325 or A490 high- slrci)gth bollsi Llrpi, specified Sec AISC Speclllcolion Appendix B. Sect 133 p �• C► r � .N ti For allowable combined shear anal tension IoaJy, sec AISC Speclfu•atlot •6Q,-;' IARI f I B HIRI -ADI -D I-ASII'NI'RS '''�'� °�'�•. �`r lensfon on gloss (nominal) area )��i�I ,. ;.�� .• ;_ , Nonunal Dldmclrr, d, In �` �� '� 11 \ \��t AS I M I' . '/x 1 I I' /x 1' /,I J '/x 1' /i Uevl;n,rlwn K4i Ksi Kv An•,I (Bawd on Noniuml Dwineha), In' 0 3068 0 4418 0 FRI3 0 7854 09940 1 227 1 485 1 767 n A 'Z 1 A36 e,ti 36 511 191 59 84 11 5 150 190 234 284 337 A572 Gr 50 50 65 71 5 6.6 9 5 12 9 16 9 21 4 26 4 31 9 38 0 A588 50 70 23 1 7 1 10 2 13 9 18 l 23 0 28 3 34 3 40 8 A449 — - - -- d 5 I 92 120 39 6 12 1 17 5 23 8 31 I — — — — I < (l 5 1/? 81 105 34 7 — — — -- 34 5 42 6 51 5 61 3 I hl• ilmvl- lohlo Ir•,1 , A;, I M ,I)rt illod 111,I1l•1 1.11 ..tv.111.1hi • In I mild I),II -.to( k 111a1 a1 I• ),onl•Ially rnlvildt :Il lot ww III till o loll .11)1)11 .Illoly. •.ul h a•, liv In(l•. 110-." 1)1al lnr;.IIId ~111111.11 u•,r,•, the te11"ll” colmclly of Ihd: Ihlooded polllon of a11 opNot Iod "11,111 hI: Ia11"e1 111,111 the hotly area 11111da 0 6/•', 1••„ •.plv 111•,11111n11nunl Irn.dr .11 •ni Ill nl Ihr- LI Irn,•1 111,)1 •1Lil 1••, = 0 .1.31••„ _ atlow.11)k• In 1111e.0c.0la•.1clivi AMI I I I I AN IN I II I I I I ()I till II f, () f•1•, I I(I I I IIof4 O 0 r' f. I' Sent ,:�i: The Trane Company; 954 421 7399; Aug -24 -00 15:02; Page 1 . . . V.6: • . • • • • • • • ••••• Dimensional "46 ; •1•2i/2 Toh -mew Eff ekncy Data 115.91071/2 . Ton standard Efficiency ... • • . . • . . . .. . . . • • All dimensions are in Inches . 1' •••• ••••• ••• •••w Downflow Duct Connections -- Field Fabricated `�� • • • • 0 w 0 0 1 R'I /� / .•••17'7/8 ••••• ••• •••• • 59 7/16'' ;• .�Ai 5/16' �� 1 � f'I 1 , I I I 112'' PERIMETER _ _ �I ,i 141/16'; i I I i // CURB FLANGE ;,� I I 1 NOTE: Duct flan es mount 7 -7/18' 1 i down Inside the curb on the — s % 15J� 1 -1/2" curb flanges. i Horizontal Unit Supply/Return hi CLEARANCE 48 CLEARANCE 60Ii FILTER ACCESS 0004111 !i HORIZONTAL UNITS ONLY CLEARANCE 72; .� .I ,II I h SUPPLY kjl 4,F RETURN HORIZONTAL 261h CONNECTION CONNECTION p 1.0 NPT 24% CLEARANCE 18 CLEARANCE 38 I' 2 I 4 91 ,sl aenT by: The cane Company; i Roof Support 954 421 7399; Aug -21 -00 9:05; Page 3 The roof must be capable of adequately supporting the weight of the rooftop unit as well as that of the curb; refer to Figure 2 and Tables 1 & 2 for specific center -of- gravliy and comer weight information. Units may be set either lateral or parallel to the roof support members The combined weight of the unit, aooessorles, and curb should be evenly spaced between a minimum of two (2) supports. Ensure that the curb's position on the roof supports does not interfere with the clearance required for the supply/ return ductwork. See Figure 8 for ductwork location. Figure 2 Center of Gravity C D ( UniL (Top View) I I Center of Gravity I (0 C.G. Width El ��� / /// Compremor I C.G. length I - Table 1 Corner weights ® Center of Gravity Comer Weights (note 1) Center of Total Qbs.) Gravity (inches) B C D LengthWidth 158 Unit,net — Unit Weight A YCDO36 622 209 YCDO37 551 217 YCDO48 640 216 YCDO49 672 221 YCD080 660 219 YCD081 713 230 YCDO75 751 236 YCDO74 767 240 YCD090 787 262 YCD086 777 246 Y00090 ' 855 297 YCDO91 869 298 YCD102C 962 320 YCD120C 994 329 TCDO36 540 184 TCDO37 571 192 TCDO48 557 190 TCDO49 592 195 TCDO60 580 194 TCDO61 633 284 ' TCDO75 627 192 TCDO74 663 207 TCD090 689 229 TCDO86 673 213 ' TCD090. 751 264 a TC0091 765 265 TC0102C 858 286 TCD085C ---�� TOD12DC 858 840- 286 296 TCD1000 890 296 B C D LengthWidth 158 117 138 37 19 159 124 151 36 20 159 123 142 37 19 168 131 153 37 20 163 126 152 36 20 176 137 170 38 21 192 144 176 39 21 199 151 177 40 21 203 151 171 39 21 199 151 180 39 21 208 151 199 37 20 214 156 200 37 20 252 172 218 39 20 262 178 224 39 20 137 99 120 36 19 139 107 133 38 20 138 105 123 36 19 147 114 135 37 20 143 109 134 36 20 156 121 152 38 21 162 123 150 39 21 173 130 153 40 21 177 130 153 39 20 173 130 156 39 21 182 130 175 36 20 188 135 176 37 20 225 153 194 39 20 225 153 194 39 20 235 159 200 39 20 235 159 200 39 20 3' Note: Comer weights are given for information only. Unit Is to be supported continuously by a curb or equivalent frame support. Table 2 Accessory Weights (Lbs.) Accomfies (net wvt9) Econ Man Power Over O.A O.A. Rool size Model Sizes net ship (damp Damper curb Mir 036-OW 40 80 32 35 60 20 061 -0911 A 102,120C 40 80 32 36 82 65 Clearances The recommended clearances for sing"nit Installations are illustrated in Figure 1. These minimum requirements are not only an important consideration when determining unit placement, but they are also essential to ensure adequate serviceability, maximum capacity, and peak operation efflolency. Any reduction of the unit clearances indicated in this illustration may resutt In condenser coil starvation, or the recirculation of warm condenser air. Actual clearances which appear to be inadequate should be reviewed with a local sales engineer. Installation Read the entire manual carefully to become familiar with the roof curb installation procedures. h the roof curb mll be mounted on a now building, it can be assembled of any oonvenient location and Installed as soon as the roof support members are in place. As a general rule, the curb should be placed directly on the roof support members. Use tack welding or other suitable fastening method to secure the roof curb in place. The curb can also be mounted on a roof deck In this case, additional nailing plates must be provided directly below the flanges of the curb to give further support, and to minimize vibration. See Figures 3 and 4. When the installation is on an existing budding, hoist the shipping container directly onto the roof Toole I : :•••: lContlrow): i•• ... . • • .... • • • Corner Weights (note 1) Center of Total (Ibe 1 Gravity (Inches) t;n�: • �6;t : q• • B- C:: C� LengthWldth WCDO98 566 • 1930 140 lb7 115 36 19 WCDO48 587 198 144 112 135 36 90 WCD060 602 199 149 11 9 36 20 :VCp075•�: 2240�yi ,2�• 1� 38 21 :1f epDgO 7J9 24j 181 131 150 38 20 `i?uat Coih�iReesoi Unntt • • • • • • Note: Comer weights are given for information only. Unit Is to be supported continuously by a curb or equivalent frame support. Table 2 Accessory Weights (Lbs.) Accomfies (net wvt9) Econ Man Power Over O.A O.A. Rool size Model Sizes net ship (damp Damper curb Mir 036-OW 40 80 32 35 60 20 061 -0911 A 102,120C 40 80 32 36 82 65 Clearances The recommended clearances for sing"nit Installations are illustrated in Figure 1. These minimum requirements are not only an important consideration when determining unit placement, but they are also essential to ensure adequate serviceability, maximum capacity, and peak operation efflolency. Any reduction of the unit clearances indicated in this illustration may resutt In condenser coil starvation, or the recirculation of warm condenser air. Actual clearances which appear to be inadequate should be reviewed with a local sales engineer. Installation Read the entire manual carefully to become familiar with the roof curb installation procedures. h the roof curb mll be mounted on a now building, it can be assembled of any oonvenient location and Installed as soon as the roof support members are in place. As a general rule, the curb should be placed directly on the roof support members. Use tack welding or other suitable fastening method to secure the roof curb in place. The curb can also be mounted on a roof deck In this case, additional nailing plates must be provided directly below the flanges of the curb to give further support, and to minimize vibration. See Figures 3 and 4. When the installation is on an existing budding, hoist the shipping container directly onto the roof v • 14 JOSE A. SANCHEZ, P.E. CONSUL- ING ENGINEERS STRUCTURAL P.E. j 40227 5001 S W '/,it t, C t Wl 02 99 MIAUI. I �i5 (305) 668-4555 rAY (305)668-2206 E-WAI• nsonch0gole.nel JOB: zz--- SHEET NO: OF. CALCULATED BY: DATE. CHECKED BY DATE SCALE. 10 h ¢ -_�.__ ____ - -___ _2 ------ - - ___ J �.- I _ __I- _ _ _I __ 0 4 '7 _ J/ __ L 7� T - -- I -- - -I - - -t -- — - I - -I -I- �-- !- -I - -- - - -I� 0 J, 09i v A; .01 ILA coo - - -- - - - - - - - Page. 1 of 2 I IIII II III II III II III II III II III II III II III II III II VIII III II III II III II III II III II III II III I IIII MIAIVII -DADE COUNTY, FLORIDA 2000053112091439 MIAMI -DADE_ gip+ • • .P��LJ� K. N ENVIRONMENTAL RESOURCES MANAGEMENT Issued Date: 5 -JUN -2000 WATER AND SEWER DIVISION Expiration Date: 3 -SEP -2000 33S.W 2nd AVENUE SUITE 500 MR MAURICIO FRANKLIN MIAMI, FLORIDA 33130 -1540 (305) 372 -6500 5898 SUNSET DR MIAMI, FL 33143 Fax- Tel- 305 798 -4611 RE: Sewer System Treatment and Transmission Capacity Certification Dear MR FRANKLIN: The Dade County Department of Environmental* ResourceS;Man %ge ent (DERM) has received your application for approval of a sewer service connection to serve the following project which ir.mor(;.Specifically described in the attached project summary. 00.0;0 .... • Project Name: SOLE RESTAURANT •• • "•" Project Location: 5898 SUNSET DR. MIAMI ' Proposed Use: 40 SEATS ADDITION TO EXISTING PIZZA PARLOR•••• Previous Flow: 1750 GPD •••' ' Calculated Sewage Flow: 1400 GPD ..�..• Sewer Utility: MIAMI DADE WATER & SEWER DEPARTMENT— �" "• Receiving Pump Station: 30 -0177 • DERM has evaluated your request in accordance with the terms and conditions set forth in Paragraph 16 C of the First Partial Consent Decree (CASE NO. 93 -1109 CIV- MORENO) between the United States of America and Metropolitan Dade County. DERM hereby certifies that adequate treatment and transmission capacity, as herein defined, is available for the above described project. Furthermore, be advised that this approval does not constitute Departmental approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Please be aware that this certification is subject to the terms and conditions set forth in the Sewer Service Connection Affidavit filed by the applicant, a copy of which is hereby attached. By copy of this certification we are advising the appropiate building official of our Department's determination. Page. 2 of 2 Issued Date: 5 -JUN -2000 Expiration Date: 3 -SEP -2000 Sincerely, 11111II III II III II III II III it III II III II III II III II III II III II III II III II III II III II III II III1 III 2000053112091439 John W. Renfrow, P.E. Director Department of Environmental Resources Management . 0 0000.. By: 1 • .. Vicente Arrebola, P.E. " ' 0000 0000 Chief, W ter & Sewer Division �• 0000 ' • 00 . . Attachements ( 2 ) 0 .. 0000 0 • 0000 0 0.00. � cc: Building Official (w /Attachments) 0000 •� Utility Official (w /Project Summary •0es AttachiDentl '0.' : •••••• . . 0 of • 0000 0 0000.. . • 0000.. 0000 . . • • 0... 0. • 0000 0000 . • 0000. #Dplte: 06 -05 -2000 Page: 1 Applicant's Name: MR MAURICIO FRANKLIN Ahplicant's Address: 5898 SUNSET DR DERM Number: 2000- 0531 - 1209 -1439 f Project: SOLE RESTAURANT 5898 SUNSET DR. ..Proposed Use: 40 SEATS ADDITION TO EXISTING PIZ Pump Station: 30 -0177 Allocated flows: Projected NAPOT: 7.61 (HR) #• Folio Lot Block - -- ---------- - - - - -- - -- - - - -- 1 09- 4036- 022 -0150 0 1400 (GPD) Flow (GPEVO:O: 14b0 sees 0000.. •s•. 0000 sees ss• sees 0000 0000 •. 9000 0000 0000 0200 • • . 0000 see. . lose.. . 0.000. • :see*: ..*so 0000• 1 MIAMI -DADE COUNTY, FLORIDA M I AM -0ADE BERM. PERMIT NO: GDO- 0002190 - 2000 /2002 (IGT)- IGT /AGP TRATTORIA SOLE RESTAURANT 5894 Sii 72 ST SOUTH WEA , FL 33143- PER MITTFS : Mr. Maurizio Farinelli TRATTORIA SOLE RESTAURANT 5894 SUNSET DR SOUTH MIAM, FL 33143- ENVIRONMENTAL RESOURCES MANAGEMENT WATER AND SEWER DIVISION 33 S.W. 2nd AVENUE SUITE 500 *M AUI,FLORIDA33130 -1540 .'• • • (305) 372 -65CI • • • • ••0• • • • • • • • • GREASE DISCHARGE ANNUAL OPERATING PERMIT DESCRIPTION OF FACILITY /BQUIPNENT This document, issued under the provisions of Chapter 24, Miami -Dade County Code •••• (Miami -Dade County Pollution Control Ordinance), shall be valid from 19+3A%-•2000 Wotfgh 14 -JAN -2002. The above named permittee is hereby authorized to operat4 the•:pollution control facility at the above location which consists of the following! • •••'•• Restaurant facility(ies) with 50 seats, one 750 gallon grease interceptor(s) and appurtenances with effluent discharge to sanitary sewer . This facility is subject to conditions listed below and in the following pages (if any) of . this permit. SPECIFIC CONDITIONS 1. Grease interceptors and /or grease recovery units shall be of a Lype and capacity approved by the Chief Plumbing Official so that they are easily accessible for cleaning, maintenance, inspection and sampling. The installation of grease pretreatment devices shall comply with the requirements of the D.E.R.M. Plan Approval Process. No interceptor or recovery unit shall be altered in any way that reduces the grease retention capacity that it was designed to operate by. 2. Grease interceptors and /or grease recovery units shall be maintained in efficient operating condition by periodic removal of accumulated wastes for the prevention of line blockages, and for prevention of effluent discharge standards violations. Total content of each interceptor shall be removed by a certified liquid waste transporter and disposed of at an approved disposal facility, at minimum, 4 times per year, or upon documentation of a violation of Miami -Dade County Sewer Discharge Standards for Oil and Grease. Receipts of disposal shall be made available to DERM upon request. _ 3. Each grease pretreatment system shall be accessible at normal operating hours, or at reasonable times for compliance inspections, cleaning and maintenance. An accessible sample point shall be provided and maintained on the discharge side of the interceptor(s) and /or recovery unit(s) where no further treatment has been determined to occur. The outlet tee of each interceptor shall extend to within eight (8) inches of the bottom of the interceptor. 4. No liquid waste shall be returned to the interceptor during maintenance except for stirring. All such waste content shall be removed from the interceptor prior to transportation to an approved waste disposal facility. No liquid waste shall be discharged from the interceptor to the sanitary sewer during this process. r 5. No grease pretreatment system shall be the cause of, or maintain a sanitary nuisance condition, or groundwater contamination from leakage, overflows or line deficiencies. No pretreatment system shall maintain a condition that allows groundwater infiltration or stormwater inflow. liiani -Dade County Department of Environmental Resources Management a � � John M Renfrow, P.B., Director Page 1 of 2 1 • • ••••• • ••••• • % •• This document, issued under the provisions of Chapter 24, Miami -Dade County Code •••• (Miami -Dade County Pollution Control Ordinance), shall be valid from 19+3A%-•2000 Wotfgh 14 -JAN -2002. The above named permittee is hereby authorized to operat4 the•:pollution control facility at the above location which consists of the following! • •••'•• Restaurant facility(ies) with 50 seats, one 750 gallon grease interceptor(s) and appurtenances with effluent discharge to sanitary sewer . This facility is subject to conditions listed below and in the following pages (if any) of . this permit. SPECIFIC CONDITIONS 1. Grease interceptors and /or grease recovery units shall be of a Lype and capacity approved by the Chief Plumbing Official so that they are easily accessible for cleaning, maintenance, inspection and sampling. The installation of grease pretreatment devices shall comply with the requirements of the D.E.R.M. Plan Approval Process. No interceptor or recovery unit shall be altered in any way that reduces the grease retention capacity that it was designed to operate by. 2. Grease interceptors and /or grease recovery units shall be maintained in efficient operating condition by periodic removal of accumulated wastes for the prevention of line blockages, and for prevention of effluent discharge standards violations. Total content of each interceptor shall be removed by a certified liquid waste transporter and disposed of at an approved disposal facility, at minimum, 4 times per year, or upon documentation of a violation of Miami -Dade County Sewer Discharge Standards for Oil and Grease. Receipts of disposal shall be made available to DERM upon request. _ 3. Each grease pretreatment system shall be accessible at normal operating hours, or at reasonable times for compliance inspections, cleaning and maintenance. An accessible sample point shall be provided and maintained on the discharge side of the interceptor(s) and /or recovery unit(s) where no further treatment has been determined to occur. The outlet tee of each interceptor shall extend to within eight (8) inches of the bottom of the interceptor. 4. No liquid waste shall be returned to the interceptor during maintenance except for stirring. All such waste content shall be removed from the interceptor prior to transportation to an approved waste disposal facility. No liquid waste shall be discharged from the interceptor to the sanitary sewer during this process. r 5. No grease pretreatment system shall be the cause of, or maintain a sanitary nuisance condition, or groundwater contamination from leakage, overflows or line deficiencies. No pretreatment system shall maintain a condition that allows groundwater infiltration or stormwater inflow. liiani -Dade County Department of Environmental Resources Management a � � John M Renfrow, P.B., Director Page 1 of 2 1 • • ••••• • ••••• • 6. Effluent discharge shall not exceed 100 milligrams per liter as a grab sample, or 50 milligrams per liter as a daily average for Oil and Grease, nor be less than 5.5, nor greater than 9.5 for pH. Discharge to the sanitary sewer system shall not exceed the Miami -Dade County Sewer Discharge Standards. 7. Bacterial and enzyme treatments shall not be used as a substitute for adequate maintenance or cleaning. No organic chemical solvents, chlorine, toxic or hazardous chemicals, or petroleum products known to have been used as degreasers or decloggers shall be introduced into the grease pretreatment system or device. 8. Permittees shall notify DERM when grease interceptors and /or recovery units become • • inactive, nonfunctional, and /or is repaired. Bypassing a treatment system is unlawfu;!;1'd0 tive grease interceptors shall be cleaned and properly abandoned. Prior • . • ••tG aban x2me the permittee shall notify DERM in writing of a timetable for which • abfndonrWt*4s 'hall occur. •••• •••• Gh' CONDITIONS • H ••••• 9. The applictl�t` by acceptance of this document, agrees to operate and maintain the �subject bDeratiion so as to comply with the requirements and standards of Chapter 24 o the Code of• Miami -Dade County. •••••• •••• •• 10. *Failure td'&argply with any condition of this document, or the standards as set forth •�••�� : %odhapter 24 Code of Miami -Dade County may subject the applicant to the penalty provis:,otfs, of. said Chapter including civil penalties up to $25,000 per day per • • affense and /orocriminal penalties of $500 per day and /or sixty (60) days in jail. • ' ll.'Jififor an:AI' Mon, the applicant does not comply with or will be unable to comply •�•��� ywjrh any ondition or limitation specified on this document the applicant shall . •immediateiy.jaotify and provide the department with the following information: (a) a • • $t-scription of.and cause of non - compliance; and (b) the period of non - compliance '••:•• including exact dates and times; or, if not corrected, the anticipated time the non - compliance is expected to continue, and steps taken to reduce, eliminate, and prevent recurrence of the non - compliance. The applicant shall be responsible for any and all damages which may result and may be subject to enforcement action by the department for penalties or revocation of this document. 12. As provided in Section 24 -30 of the Code of Miami -Dade County, the prior written approval of the Department of Environmental Resources Management shall be obtained for any alteration to this facility. 13. The issuance of this document does not convey any vested rights or any exclusive privileges. Nor does it authorize any injury to public or private property or any invasion of personal rights, nor any infringement of federal, state or local laws or regulations. Nor does it relieve the applicant from liability for harm or injury to human health or welfare or property. 14. This document is required to be posted in a conspicuous location at the facility site during the entire period of operation. 15. This document is not transferable. Upon sale or legal transfer of the property or facility covered by this document, the applicant shall notify the department within thirty(30) days. The new owner must apply for a permit within thirty (30) days. The applicant shall be liable for any non - compliance of the source until the transferree applies for and receives a transfer of this document. 16. The applicant, by acceptance of this document, specifically agrees to allow access to the named source at reasonable times by department personnel presenting credentials for the purposes of inspection and testing to determine compliance with this document and department rules. 17. This document does not indicate a waiver of or approval of any other department permit that may be required for other aspects of this facility. 18. This document does not constitute an approval by DERM or certification that the applicant is in compliance with applicable laws, ordinances, rules or regulations. The applicant acknowledges that separate enforcement actions may be initiated by DERM and that this document does not constitute compliance with orders issued in conjunction with enforcement actions for correction of violations. Page 2 of 2 T • MIAMI -DADE COUNTY, FLORIDA MIA MI!ADE ENVIRONMENTAL RESOURCES MANAGEMENT WATER AND SEWER DIVISION 33 S W. 2nd AVENUE SUITE 500 • • • MIAMI, FLORIDA 33130 -1140• •• ' January 12, 20 0 0 V : (305) 372 -2563 � Dear Permittee : •••• •..... Enclosed, pursuant to Chapter 24 of the Miami -Dade Courly Codd is your- Grease Discharge Operating Permit, dated January 15, �•qQP,. Th49Ypllot'tni is information regarding valid dates: • . EFFECTIVE DATE: January 15, 2000 EXPIRATION DATE: January 14, 2002 • • This permit must be displayed and protected in an accessible location at ` the facility being permitted. Should the equipment and /or process installed and operated be found inadequate to meet the applicable regulations, the owner will be required to provide additional equipment .and /or modifications of the operating techniques to operate according to the applicable federal, state and local regulations. If it is required to install additional equipment, an approval to construct must be submitted, for evaluation and approval prior to installation. Submittal of your `signed application and acceptance of this permit constitutes approval_ -- on your part for on -site inspections without notice by department staff, agents and independent contractors. This document is non - transferable and upon sale or legal transfer of the property or facility covered by this operating permit, you are required to notify the Wastewater Section of DERM within thirty (30) days. The new owner shall apply for his permit within thirty (30) days. Be advised that the permittee is liable for any non - compliance of the source until the transferee applies and receives his /her permit. If you have any questions regarding this permit, or the program, please contact me at (305) 372 -6508. DAR:dar Enclosure 0 A rely, 4 ck Roby Grease Discharge Pr ram Manager 05/3112 ©0@ -4 ::r, 3056-69723 TRATTORIA SOLE :' PAGE 61 00:31•'OU ti'EA 14:04 FAX 064 826 4668 PRIME LINE AIST .i I�aoY RBVff NO. M000a i I _ f I p7Apk", stows OAiBdORY n0 F riSo� �, 0 miar a Wtit 9999. ... . 900.6 6 9999 9999 0000 666 •9il96 666. 9999 . . . . 9999. . . . ... ... 9 . . . . . . . . ... . . . .. .. . . . . . .... ..... I . .... ...... . . .. ...... . . . .... .. . t ' lrr i j 1 .r} CL UJ I h� e- INSTALLATION INSTRUCTION MOD. MEC 80 AMBROGI WOODBURNING OVEN The oven may be installed in an area of the restaurant that bas a non - combustible floor surface. Supporting wall, may be manufactured in cinder block, concrete or metal. Finishing wall, must be manufactured using metal studs and Durock. A minimum of 3040cm of clearance must be left between oven and finishing wall, insulating material is optional. Assembly of the oven unit on -site will be performed by qualified tradesmen in strict conformance under the manufacturers installation instructions as follows: -Place the oven on the supporting wall and finish to desired look -If a sub -floor exists, allowances should be made to compensate for the added . working height of the mouth of the oven. - Connection of a 200mm flue to the oven, to be performed in accordancg tglical ...... ' guidelines for venting solid fuel burning appliances. The operation of this oven is based on a natural d aceX >berefore no mechanical ' .: • •' ' • • • • venting is required. ' :eo 00 -No mechanical or manual dampers required. -The oven is non - conducting. However additional insulation may be placed -an top • • • • ; • of the oven. : : 000 ••.•.• Common sand or vermiculite is acceptable, and should be spread liberally on top. :. • • • -The new oven must be heated slowly over a period of several days to hglp ie4he • • • • • curing or break -in process. : : 000000 • • • • • .... .... . . ___._r_ r�' t I ••••• • • • • • • • • • • • • • • •••• ••• ••••• • • ••• •••• t