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MC-15-560 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230246 Permit Number: MC-3-15-560 Scheduled Inspection Date: June 29, 2015 Permit Type: Mechanical - Commercial Inspector: Perez, JanPierre Inspection Type: Final Owner: MILITANA,JOHN AND ADRIENNE Work Classification: Addition/Alteration Job Address:8900 BISCAYNE Boulevard Miami Shores, FL Phone Number Parcel Number 1132060110160 Project: <NONE> Contractor: PRIME MECHANICAL SERVICES Phone: 954-971-2444 Building Department Comments INSTALL WALK IN FREEZER Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 26,2015 For Inspections please call: (305)762-4949 Page 3 of 28 12 ORE Miami Shores Village " f 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 k Phone: 305 79x2204 ?. r ` FLBRIDP' I 3r i �� ugh .fir a� � Expiration: 09/14/2015 Project Address Parcel Number Applicant 8900 BISCAYNE Boulevard 1132060110160 JOHN AND ADRIENNE MILITANT Miami Shores, FL Block: Lot: Owner Information Address Phone Cell LfJ0!H.NA.NDADRIENNE MILITANA 8801 BISCAYNE Boulevard MIAMI SHORES FL 33138-3381 8801 BISCAYNE Boulevard MIAMI SHORES FL 33138-3381 Contractor(s) Phone Cell Phone $ 28,529.00 Valuation: PRIME MECHANICAL SERVICES 954-971-2444 _... ..,_.., _,._ . _.._.... .. .... _....... .... Total Sci Feet: 0 Tons: Available Inspections: Additional Info:INSTALL WALK IN FREEZER Inspection Type: Classification:Residential Ventilation Approved: In Review Final Comments: Date Approved: : In Review Rough Date Denied: Type of Work: Rough Duct Scanning:3 Duct Detector Test Review Mechanical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $17.40 Invoice# MC-3-15-54797 DBPR Fee $12.84 DCA Fee $12.84 03/18/2015 Credit Card $886.95 $50.00 Education Surcharge $5.80 03/13/2015 Credit Card $50.00 $0.00 Permit Fee $855.87 Scanning Fee $9.00 Technology Fee $23.20 Total: $936.95 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and' ning. F thermore, I authorize the above-named contractor to do the work stated. jrzMarch 18, 2015 A ize ature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 18, 2015 1 REVI•ION• OY ———_—_—____——__——_—— — _ i ralwxw w, W eLore re 1 I m 4 aM EXI TS.CCOLEERRlIIALK-IN 0 � EXIST. \ W WALK-IN AREA J\ FREEZER 7Q EXIST. •=(�$ rt1 d <d DRIVEW4T I � ,✓ � fyV\- m (VW Q Q 1ST.WATER EXIST.GAS 1 3 1\ \ N r V CAL; v '? .1.�.,. � // I xlBt. STORE q Q ° EXIST.WALK-IN PROVIDE 15•Tuiac COOLER yam.., �'f► ;."I� µ.�. •�'�.,. .i;.y // II 0 v P1N L IT— SIDE) �I `�^ y 7 7 .1 777 If— LL N Q X 0 ul Mm onu U_ Q n NEW WALK-IN FL u FREEZER z /77773,77 PROVIDE M'xYl THICK ALLtlIWJ 1 ti I. MTCN FLASFING BOLTED TO PREFAB "" PANEL PROVIDE COW SEALANT t EKTERI K LIRET MLP.STEEL ExW AN IWETNA L FOAM CORE AND ROOF P ALLOT O NOTE: INTERIOR ROCP Pte` USE AMERICAN PANEL CORPORATION - WALK IN COOLER/FREEZER DRAWINGS AND (/)Z SPECIFICATIONS AS SNOLLN M NAA. Z s 12-0516.18 O EGIUAL R (n r Ex1erNG wAuc N Q COOLER TO ICEMAN. —� PROVID!NEW 0 oPENNG AS REQUIRED n Q . . wWM .•• •• • Q /�•;••• W,4LK-IN FREEZER PLAN t PANE°""��NEFOMC PMEL uwn+uRETNdPIE„oAr,roRE FLOOR PLAN I W m **0**• •• // •�• •• SCALE 3/4'.N-C SCrYE 1/I•-I'd S ••••• • • 7 • I • I1$kl•x VAM CCNT.MALI) '^ • • IS IS I vJ ••••• • •••• I1fSQ 1{'x 0",CONT.(MLV 1 O � •••••• • • ANGLE . . . . .... ve Twm C.Q WAcd BOLTS AT \ ", MEC O H A a . . . ...... FNB.PLOOR TO MATCH I PN.PLOOR TODfBT.CONI.SLAB w •••••• •• •• •••••• ELEVATION TO B•E.4.SIA/1'TOI'� LL . . APPROVED a LW LDDLE F DAT • • .00. W.WF 6x6-UR4.=.4 i1 E •••••• •••• • • a L • • % EMISE CxaiB 6 YCJC(1 Jj'MRL •••• } X)dS�T.N G AND SLAB TO 1•5 CONT. � � - 'ISO.JOMT MAT. Daft 10'14 8011. • • Afi� PNODTA Y TIP. THICKENED SLAB EDGE DETAIL Wrn4.4 AT 12' x AC44I`YTOP AND _ WITH O AT 0'e/e EACH WAT TOP d'ID BOTTOM job SC.4",KTA WALK-IN FREEZER SECTION �m SCALE S/4 .1-• 81'INL WF-1 OF I Bn••f. M® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildiwz American Panel Corporation 5800 S.E.78`x' Street Ocala,Florida 34472 SCOPE: This NOA is being issued under the applicab16 rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade CountyRER- Product Control Section to be used in Miami Dade Countyand other areas where allowed by the Authors tyHaving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable g licable buildin code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Walk-In Cooler/Freezer APPROVAL DOCUMENT: Drawing No. 12-APC-01,titled"Walk-In Cooler/Freezer",sheets 1 through 5 of 5,prepared by Knezevich Consulting,LLC,dated May 14,2012,signed and sealed by J. W.Knezevich,P.E.,on May 14,2012,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • •.prodi;j,.-for�ales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply .with any segtion of jhis I;IOA shall be cause for termination and removal of NOA. •;••••ADVVAY*EMTNT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expitation date hW be displayed in advertising literature. If any portion of the NOA is displayed,then it shall *be donb.iMiss entir P." '..:..INSPECTI,ON:AAW of this entire NOA shall be provided to the user by the manufacturer or its distributors •• -and sfiAl1 Ve:avail&efof inspection at the job site at the request of the Building Official. : 00. . 0000.. ......This W LrevisesS:renews NOA#07-0301.04 and consists of this page 1,evidence submitted page E-1 as well • as approval'document-mentioned above. • ••• *The submkted docwnenktion was reviewed by Helmy A.Makar,P.E.,M.S. MIAMMADECOUNONOA No. 12-0516.18 • � t� f7' Expiration Date: 08/30/2017 Approval Date: 08/16/2012 Page 1 American Panel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0301.04 A. DRAWINGS 1. Drawing No. 06-541, titled "Walk-In Cooler/Freezer", sheets I through S of S, prepared by Thornton Tomasetti, dated February 15, 2007, last revision #1 dated July 17, 2007, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static air Pressure Test, Large Missile Impact Test, Cyclic Load Test, and Racking Load Test on Galvanized Steel Sheathed Polyurethane Foam Filled Modular Panel Walk-in Coolers/Freezers,prepared by Construction Testing Corporation, Report No. 06-018, dated 01/1512007, signed and sealed by Yamil Kuri, P.E. C. CALCULATIONS 1. Calculation titled "Walk-In Cooler/Freezer Calculations", dated February 15, 2007, sheets I through 22 of 22,prepared by Thornton Tomasetti, signed and sealed by J. W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test by Certified Testing Laboratories, Report#198, dated 01105107, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-APC-01, titled "Walk-In Cooler/Freezer" sheets I through S o g .f S,prepared by Knezevich Consulting, LLC dated May y 14, 2012, signed and sealed by J. W. Knezevich, P.E., on May 14, 2012. B. TESTS 1. None. • C;.: UALCUiATIONS • ..0.07. 'Norte. •• D. Q • UAL1'1T ASSURANCE ...... . .. .. .. ..... '.'..'1. %,gyXiami-Dade County Department of Regulatory and Economic Resources. ..... . .... • E::"'MATTRJAL CERTIFICATIONS ...... .. .. ...... ""• elmy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0516.18 Expiration Date: 08/30/2017 Approval Date: 08/16/2012 E- 1 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... GENERAL NMS: 2.2 PCF URETHANE FOAM CORE 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A WALK-IN COOLER/FREf2ER SYSTEM ANALYZED WITH THE PROVISIONS SET FOR HC GALVANIZED STEEL(MIN.1.0,035") 25„ 2 u1 THE ISSUANCEOFAN OF D BYM�I-QIDECWIIiI'PERMITTING IRON AYD REGUTAT(1RY AFFAIRS EXTERIOR ,PRODUCT CONTROL SEC'TI PLY ISI THE F�RII�BUILDINGS(FBCOFARION,H[pl VELOLIII� �,�. u ver. r,.s /♦Z URRICANE ZONE H14R SI S. • • • • • • •• •tt F•'u '.�'`�i.'V`y, •;n�ycl- 2•• 5„ 2,• V_ N c 2. FOR ARES OUTSIDE OF THE 2 ECS ENGINEERINSIS R REDO VERIFY THMITE SPECIFIMESIGN WIND LOADS AND E x PANELTESTING COMPLY W1 71(ETESTIIIG RLQ\REMENTS OT FBC &*7l5,1L. • • • m Z8 • • 000 • ••• • H H AL MINUM A OY(MIN.1.0.0 2") ..I F 3. THESE PRODUCT EVALUATION CO DOCUMENTS ADCRESSTHE STRUCTURAL RE REMENTS FOR COMPLIANCE WITH THE STRUCTURAL 1NLILr OR W J { _ 9' >>e ne,L PORTIONS Of THE NOTED CODES,MECHANICAL.FI,ECTRICAL AND WATER •OFING RREEpIN ENTS ARE NOT PART OF THE ro EVALUATION.SPECIFIC 115E OF THE EVAI.UATIO{N AEpuIRES THE ARCHITECT 00.ENWNEBL OF RECORD TO ADDRESS THE MECHANICAL, 5" 12" 12" 12 5" ELECTRICAL,ANO WATERPROOFING REQUIREMENTS FOR THE INSTALLATION. __._...._._.__ _.... 4. DESIGN LOADS: •• • • • •• ••• •• 46"MAX. tv14 GA.GAL1/,(0.075h to 14 G&GALV.(0.075q W AA ME N STRUCTURAL SUPPORT STRUCTURALSUPPORT U 9 A.ROOf: • 000 • • • • •• • da L DEAD LOAD: • • oPs0 • •• • • • _ROOF PANEL "HAT CHANNEL STEEL) DOOR PANEL REINF.CHANNEL z Q n.LIVE LOAD; .Y.R_ pyy ST�CE i:ice' 3 •T o' RC - B WALLS: MECHANICAL� "�:• TO LBS VI�MU41ROIOE T•�T�flY4 4'� ACING. :� $m $ 1,DEAD LOAD:WALL PANEL 16 PSF C.FLOORS'I,DEAD LOAD2.2 PCF URETHANE FOAM CORE 4" '4 a :FLOOR PAIR 4,0 PSF 'I 'I N 11.LIVE LOAD:INSULATED FLOOR 250 PSF ALUMINUM ALLOY(MIN.1.0.032") FLOORLFSS ISO PSF EXTERIOR&INTERIOR -�*x- L'R f0.. gg D.WIND LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE CODE PROVISIONS AT THE TIME OF PERMIT BASED,ON THE ",arx -�XL•'ti• ,'F'.'r'4 �_ I•J x SMD CONDITIONS.SEE TABLE 3 ON SHEET 2 FOR ALLOWABLE WIND LOADS USED IN THE DESIGN OUTLINE WNFIW `1 F" >J,3 i„"` .'� S. M ,t M,y+`c',.'.�•'vy rb {{{AAl�IIf •�.x �,,`A THESE UUUJMRT5.THESE LOADS ARE ALLOWABLE LOADS BASED ON WIND LOAD RESISTANCE TESTING.INAC W1TI FBC 2010 EDITION,SECTION 1609.L5 LOADS DETERMINED IN ACCORDANCE WITH ASCE 7-10 pR SECTION Him ARE PERMUTED 12" TOM MIILI'1PLb BY 0.6 WHEN USE WITH TFE'SE DOCUMENTS, O vi 46"MAX, tv14 GA.GALV.(0.075) UP TO 24" C S. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCl110E ION INFORMATFOR SITE SPECIFIC APPLICATION OF THIS WAIL(-IN COOLEA/FREEZER SYSTEM. STRUCTURAL SUPPORT WALL PANEL ODOOR.CHANNEL(STEEL) WALL RNER SECTION U 6. THESE DOCUMENTS REPRESENT THE S(IpR(UCIURAL MD)MpiFA pW/.EREOITKtL NOT BE APPLIED BY THE CON CFIMt,E US OF THE WANE-LN CN A SPECIFIC SITE WIT0HVFREE&R STRUCTURE. WP 'moi".�a"- DC �3" " .;MW COF AN O E REQUTRMTHESE VMIEEJN SCOFF p SSPPEOIMENTS FICRI ALLLTTION WCLUD NG f NOOY LLIIMMITEDSHALL TO THE RESPONSIBLE LLLOOWN THOFt1RUTCOM INVOLVEMENT THE A VERIFY THE SITE SPECIFIC WIND LOAD REQUIREMENTS ARE WITHIN THE CRITERIA USED TO DEVELOP THESE DOCUMENTS 2.2 PCF URETHANE FOAM CORE 24" (.T AND THE UNIT IS CONFIGURED IN COMPLIANCE WITH THE LIMITATIONS HEREIN. Z 5 B VERIFY THE FOUNDATION DESIGN IS TETO RESISTTHE FOWDATION LOADS IDENTIFIED IN TABLE 1. ALUMINUM ALLOY(MIN.t-0.100") a C. VERIFY THE DUSTING BUILDING IS A ATE TO RESIST TIESUPERIMPOSED LOADS IDENTIFIED IN TABLE /;-TOP(INTERIOR) �[ D. WEATHER PROTECTION ARCHITECT\ MECHANIGL,ANDEIECTRYaL IRMENTS ARE OUTSIDE THE SCOPE OF THESE s"".. •".- a,.., ;,;F,, J C) ,C DOCUMENTS.DETERMME AND/OR PROVIDE FOR COMPLIANCE WITH THEREQII REMENTS OF THE AUTHORITY HAVING n P."- '` '+ �a .' ?, 144`�`. .• F .'�'� �"•'y R <r `•-'„ SL ,, k;" k r•'. M 1 i��f,7,Slt; , "J, �,..; xId„s"4 M Z 0 IURLSDICf10N,6. _ - •` s �+ O (ED 7, THESE APPROVAL DOCUMENTS ODMPLY WITH CHAPTER 6IGIS-23 OF THE FLORIDA ADMINISTRATIVE CODE BVAN( STEEL(MIN.1.0.019") w BO TOM(EXTERIOR) m B ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VOID THE PRODUCT EVALUATION DOCUMENTS. 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL 15,THEBUILDING"Clf 1ALSHALLR1MUTRETHAT AONE•TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM INE MSI MI4ADE ODUNTY PERPTIILTNG,EPA7RONMENT AND RE(iJ1ATORY MOTIF AFFAIRS,PRODUCT WIROL SECTION. 10. ALL BOLTS AND SCREWS SMALL BE A2444 ALUMINUM ALLOY ELECIRO GALVANIZED STEEL,HOT DIPPEOGALVARM STEEL OR 300 WALL FP 11PANEL EE SECTION SERIES STAINLESS STEEL WITH A MIN,TENSILE STRENGTH OF 60 KSI, FLOOR PANEL It, All CONCRETE ANOW SHALL BE AS SPECIFIED ON THE DRAWINGS.EM8EDMENT LENGTHS NOTED ON THE DRAWINGS SHALL HOT '1ll• -01, - INCLUDE FINISH MATERIAL. _ 12. DISSIMILAR METALS IN CONTACT WITH EACH OTHER SMALL BE PROTECTED IN ACCORDANCE WITH THE FIC OMER 20,SECTION 2003.8.4. 13. AN ALLOWABLE STRESS MEW IS NOT USED IN THE DESIGN Of THE COOLER/FREEZER UNIT NOR ITS ATTACHMENTS. RIGID URETHANE FOAM SANDWICH PANEL SPECIFICATIONS 1. WALL I ROOF COMPOSITE SANDYM PANELS ARE COMPRISED OF ALUMINUM OR STEP.FACINGS WITH POURED URERHANE PLASTIC L CORES.THICKNESS AND MATERIAL OF FACINGS SHALL BE AS SHOWN ON THE DRAWINGS. ` PRODUCT REVISED N9 ac 8 2. ALUMINUM FACINGS ON WALL AND ROOF PANELS SMALL BE 31051\54 ALLOY(MIN.FY-26.7 KSI)FOR IMERIORAND EXTERIOR USE, complying with the Florida Duilding Codo 8 3, ALUMINUM FACINGS(I7 FLOOR PANELS SWIl1 BE 5052104 ALLOY WITH A MINIMUM FY-30.6 KSI FOR INTERIOR USE. ( Ac�- `,'R) 6xpJ.W.Knetevlch 4. STEEL FAONGS USED ON ROOF PANELS SMALL COMELY WITH ONE OF TFIE FOLLOWING: .KzovicyAASTM A653 CS,IYPE B WITH A MIN.FY-48 KSI,MIN.TH[OMESS OF 0.035"AND G90 COATING. M' B ASTM A6S3 SS,GRADE SO,CLASS 1,WITH A MIN,THICKNESS OF 0,035'AND G90 COATING, i -. S. STEEL FACINGS USED ON FLOOR PONDS SHALL BE ASTM A653 S$GRADE 33 WITH A MINIMUM THICKNESS OF 0.017 AND A G90 COATING FOR EXTERIOR USE, 6. AVERAGE DENSITY OF URETHANE FOAM CORE SHALL BE 2.3 PCF WITH A RANGE OF ANY GIVEN MEASUREMENT OF+h 10%. 7. URETHANE FOAM CORE SMALL HAVE A FUME SPREAD RATING OF NOT MORE THAN 75 AND SHALL HAVE A SMOKE-DEVELOPED RATTING OF �• ARv gas NOTi:o NOT MORE THAN 450. a,. 05/14/2012 B METAL FACINGS PER SQ BE ADHERED TO FOAM WITH AN AIR SPRAY C(ATING OF\PACO YIB82(3001881X) SIVE AT A RATE OF 0.197 .erx.xa ro. FLUID OUNCES PER SQUARE FOOT. 9. FOR SPECIFIC REQUIRBABNTS OF FOAM PLASTICS IN WALK-IN COOLERS,SEE FBC SECTION 2612.3.2,1 AND 2612.3.21. 12-APC-01 sheet 1ofS MIDI Prolect4\MIDisparate_ WKnezeN \ D 012 I-APC-01\20-prg\L- OL_OLdvV,S/10/2012 5:01:34 PM,Ledger,L•1,www.MIDISparate.com (L),SEE TABLE 2 SEE DETAIL 3 el -/ �Z RP _ �EEQgT F 2 6 @ Wp W � � \ � n WW ( A -- - - - - W Q W W 1 W Z > ry ® LOCK, a TA LOCK, i 0. T x _ E 5 E F Ir I; 0 I; s X ¢ C 22 tit, W I I — �� ry EF WP W •� o�roaNN_ CONCRETE ----`- SLAB \ ro F-w ' `SEE DETAIL 6 �^J� �ZEALION P.- 2�1PLAN O 2 O v��AL"E�7�T:i�bT' T T UNIT LENGTH IL) T Z C A LLFZ A MINIMUM NUMBER OF 46" A TABLE INOTES: 'T B aL7 B UNI;W DTH PANELS ON EXTERIOR B ALLOWABLE WIND LOADS(PSS L. NET WIND FORCES REPRESENT THE REACTIONS FROM ALLOWABLE STRESS Y U C E q�Q@W NET WIND FORCES L FT-IN WALL FOR L WIND LOAD COMBINATIONS ASSUMING MAXIMUM ROOF PANEL SPANS AND S y oOo E A GIVEN UNIT IWIIDTH(W) E ROOF WALL MAYOMUM WALL PANEL HEIGHTS. E PT 1 2 3 MAX.LENGTH 11'-7' MAK HEIGHT Y-e• 2. PV REPRESENTS THE VERTICAL WIND REACTION a Pv s 860#/FT s 9'-0" 2 ZONES 1 2 3 4 S 3• PH REPRESENTS THE HORIZONTAL WIND REACTION. PH s 250#/FT 9•-0"<W s 10'-9" 3 NEGATIVE -44.0 -60.7 -75.5 -43.0 -50.5 TABLE 2NOTES: L THIS TABLE SPECIFIES THE MINIMUM NUMBER OF%'PANELS REQUIRED 10'-9"<W s It'-7" 4 POSITIVE .16.4 -39.4 ON THE FRONT WALL OF THE UNIT TO ESTABLISH THE LATERAL LOAD RESISTANCE NECESSARY FOR AGIVEN ROOF SPAN. SEE DETAIL 2 SEE DETAIL 1 TABLE 3 NOTES:L. ALLOWABLE WIND LOADS SHOWN REPRESENT THE COMPONENT WIND Rp LOADS USED IN THE DESIGN SHOWN HEREIN.TO DETERMINE COMPLIANCE,SITE SPECIFIC WIND LOADS SHALL BE MULTIPLIED BY THE LOAD FACTOR 0.6 WHEN COMPARING TO THESE VALUES. 1 1 2. SITE SPEOFIC WIND LOADS DETERMINED M ACCORDANCE WITH GENERAL � NOTES 1.1)AND 6,A SHALL BE LESS THAN OR EQUAL TO THESE LOADS. CONNECTED3. ALLOWABLE WIND LOADS ARE BASED ON A FACTOR OF SAFETY OF 1.5 FOR PH T TO ADJACENT WALL PANELS AND 2.0 FOR ROOF PANELS WITH A MINIMUM RECOVERY OF BUILDING .� '2,3 6D%IN ACCORDANCE WITH TAS 202 AND THE MIHZ PROVISIONS OF THE _ WP WP F'eG � i 5 S PH •• ••• • • • •• J.WWWnn.Khnveezevich SEE DETAIL 4 OR 5 j i 3 1 4 • •• LCjREyIS/ 45 • •• • • y@80 Fh lho MoridaFLOORLESS OPTIONAL / DETAIL 5 OR 5a FOR 15,( FOUNDATION BY OTHERS 1 1 • • • • A�do• • FP FLOORLESS UNIT (SEE TABLE 1 FOR LOADS) 3'-0'• •• ••• •• LPr tion DateQA7T'7.Sr'_/S EXISTING BUILDING W MFemiDad Comro S l ?' EXISTING BUILDINE \ • ••• • ••• • • '-� FOUNDATION BY OTHERS • • • • • • • • • • ate-_ARV AsnorFo (SEE TABLE t FOR LOADS) • • • • • • • • a"' 05/14/2012 (SEE TABLE 2 FOR WIDTIVLENGTH LIMITATION) • • • ••• • •••• • • an rw. - OSECTION(TYP.) D ELEVATION E ISOMETRIC WITH WIND ZONES ••• • • • . 12-APC-01 :\-MIDI ProJects\MlDlsparatk-ADUWKneze,Ach\CAD2012\12-APG 1\RO-prg\12-APC I_2.W9,5110/2012 5:01:20 PM, sheet 20f 5 ledger,1:1,wvnv.Ml[Nsparate.com 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 EXISTING STRUCTURE =t9 2"x4"xi/4"x CONT.(GALV.)ANGLE liz U y n *14 STAINLESS STEEL TEK \ SCREWS(0)12' O.C. =F 69 E Q o (C RP p Q 6'.0[•1/2"SMS 1" 1" RP HC HC RP HC '> ? r �85 1/4"0x1-1/2"SMS ' Q" 6"O.C.STAGGERED N 1} �'Yc C- �'�v%V T. �•+'ff ,{:1"Ar hHi."n' �}:�Y 1 ��V�;. ��yi1 ' . ------- 1/4"0 TAPCONS " __ a'' :f.n.F, s. ,•.r, =. W M o ....> u '^ 6-3/4"O.C.SWITH T,AND ...+ O MIN.EDGE 01ST.AND "v3 .'. .- 1-1/2"MIN.EMBED. 1/4"Ox1-1/2"SMS *; r, u •c 6"O.C. •� 1"MAX. fi "•� 3"x6"x0.075"x �'` ! z.:> Z£� CONT. ALV.)ANGLE WP (///y''' yy QF \P WP RS [AM-LOCK CONNECTORS L. 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B".THRU FPAANGGLLE AMAA CNCHORS)TO SLAGBLE. �P TBURDING. • LTS T IDiBU EnVEEN WALL 3/8"0 THRU- \` ° .? in uNOT "!;A.• 75" 'V .75" 4" ra4o•.'�r' n} >'e', /'1•.!'�.ip,,'�'v 1 R9 S:. BOLTS R't C1iv:;,,LL<• N"a'•,' '+�`n`. r a; EXISTING EXISTING - r A}-� :s 'sh<k 6 3/4 TO.C. ITH 3" 11-1/2 [ { STRUCTURE STRUCTURE 'S ,rAu �' tib' tD MIN.EDGE DIST.AND Y 1-1/2"MIN,EMBED. Y �` E STRUCTURE \•� EQ. E0. Ep. - 0. �' \ Ea' `EXISTING 1/4"0 TAPCONS(p \ STRUCTURE 6-3/4"O.C.WITH 3" DOE 1/4"O TAPCONS p 1/4"0 TAPCONS —1/4"0 TAPCONS QD M 6-3/4"O.C.WITH 3" MIN.EDGE DIST.AND DIST. 6-3/4"O.C.WIT 3" MIN.ED O.C.WITH 3" MIN.EDGE DIST.AND 1-1/2"MIN.EMBED. MIN.EDGE DIST.AND MIN.EDGE DIST.AND 4 DETA1-1/2"MIN.EMBED. 1-1/2"MIN.EMBED. 1-1/2"MIN.EMBED, IL 4 /.\DETAIL 5 DETAIL SA DETAIL 6 - =b'r `JsrAC> �;i'6'r SA SETA C€-i=fi r-3' l-i/2"V-07, 8 FRP DOOR JAMB CH •• 000 • • • • • •• J.W.KrIei6Vleh DOOR LEAF RACEWAY HEATER ALUMINUM EXTRUDED • • • • • • • • • yrym.mnrlDvxar JM MAGNETIC STRIP HEATER RACEWAY •• 00 ••�p�U1eaD •• rEULenuAo.:PE�1%1 P.N.3048 ••• 090 •• "d�Pn IJiCbdettithtbPl°ri0 ... oP4vtoe No O •• Expir tient to o '/B � DOOR GASKET " By 7 DOOR GASKET MAGNETIC STRIP • ••• t ct Cdlttrol • r�� "ARV AS NOTED DUAL DUROMETER • • • • • • • 05/14/2012 GRAY PVC CPN 088 • • • �� • • • • a... P.N.-3079 •• • • • • • • • • �°�AJ—� ..: :• 0.0 :• :•• '•• 12-APC-01 sheet Sof 5 :\_MIDI Projects\MK)Isparate_ \MnezeWch\CAD2012\12-APC-Ol\RO.prg\l2- •01-03.dug,5/10/2012 5: :45 PM,Ledger,1:1,www.N Dlsparate.com ••• • • • • ••• • • 69" 7.38"-.__. .. _.----54.25" _—y_ 7.38" S.75" 11.5" 11.5" 11.5" 11.5" 11.5" S.75" '�Z ur 1 _ g I I ��• 075"STEEL JZ� 1 1 — W j a fi I I CHANNEL(TYp 2) I I � DOOR CLOSER ' ag (NON- U)OSP FRP DOOR JAMB TRUCTURAL) rmn W V Z "' " I I I I hu `rS® V d I I I 1 p�- I I I 1 m Ml 1 i IF M O W F ^ £ .+ I I 1, l 12 ❑0 O I I 11 u O 'C) Ngn I I I I J �" i I I 7 J w^� 11 1 1 W d u VU) ,^�, M I I I I m I I I I Y V „ I I I I � � 1 1 N I 1 ao 8 FRP DOOR JAMB' FRP DOOR JAMB () Z is R DO� AN ESL rW1�TH REINFORCEMENT 9 DOOR ELEVATION EXPOSED TO EXTERIOR �p NOT USED .075"U"CHANNEL (TYP 3 PCS.) RC INTERIOR.075" STEEL HAT CHANNEL Mrj 8 ---------- RC EXTERIOR.075" L STEEL HAT CHANNEL /.-ZSECTION THRU DOOR PANEL _ `� Az LET778n. 8 •• ••• • • • • • •• J.W.Kn{:{vlch • t • • • • • • °.(v°wn.I6nMer • • ••p�1T�%T VIiViB&11• `'ilUan.°No.:Yf 61961 • •• • •&4W�WomlaiYintMthe FIR.ida ' FRAME(RP 04 SIDES) ••• ••• •••A'�pienxg�jrtl• • ---------- OC INTERIOR CHANNEL 13xpi SionDeleo 'IB /7 DC DOOR LEAF SHOWING EXTERIOR EXTERIOR CHAN CAANNLREI�FONEL •••i• i••• .•••••• i••• ••••• •• 0• i•{• 4s/N2o0r162o 12-APC-01 sheet 4of 5 :LNIDI_ProJects\NlDlsparate�-CAD\IWKnezeNch\CAD2012\32•APC•01\R-prg\12-APC-01 04.dwg,SJIO/2012 5:0:53 Pt4,Ledger,1:1,sw/w.MlDlsparate.com • •• •• • • • •• •• ••• • • • ••• • • 3.3Z 2.5" 7" 7.75" .37' 02.5"0 1.O33or5l' r ►iiW///A 4N lZFA WZ O1.14" 1 .42" O O Ut $Q=Ny�yI~dLL$oK ®9N O 0 0O I .11 .24" 's S„S W 'm 14 DOOR LATCH MASON MODEL#27C)LATCH MASON MODEL#27C) FEMALE CAM LOCK MASON MODEL#1178P) 76 MALE CAM LOCK MASON MODEL#1168P) W 0 g tYw oc U 8 g z � Y Q 1”X 18 GA GALVANIZED STEEL PLATE 75" SPOT WELDED TO LOCK 3/4"w X 18 GA.GAL V.STEEL STRAPS SPOT WELDED TO LOCK 10.06" ; MALE LOCK rr•n REF DETAIL 16 Y1 O FEMALE LOCK — REF DETAIL 15 PRODUCTREVISED O as"Plying with the Florida O bung Code Acaptenu ND a O O •• 000 •a • Bit iD"�i ° 7 J.W.Kn•zovich . N • • •� • iroler4orylEryMvr O• • •• • 1 ad �� arm a No.:a uoat 18 EE GALVANIZED STO L" O SPOT WELDED TO LOCK I • • • • ••• • • r��ARV qS NOTED i • i � i i 00 .0. • i i 05/14/2012 17 FEMALE STRIKE W/STRAP 18 MALE LOCK W�TRAP 8E ANGLE DOOR HINGE( 12-APC-01 �T 19 . .�� i• i•• ••• :LMIDI—ProJect$"Disparate_CADVWKnezevich\CAD 012\12-APC-Ol\R prg\I- -01_ sheet5of5 .dwg,5/1 J 012 5:03:44 PM,Ledger,I:1,www.MDlsparate.com • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Tt Miami Shores Village MAR 13 2015 Building Department 6Y:-_e _ - 100S0 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(30S)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ^f 1^ FBC 20 10 BUILDING Master Permit No.CC-6-14-1397 PERMIT APPLICATION Sub Permit No. cn C'� F,BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-]RENEWAL ❑PLUMBING 0 MECHANICAL OPUBLICWORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8900 Biscayne Blvd City_ ___....________Miami Shores County: Miami Dade Zip' Folio/Parcel#: 11-3206-011-0160 Is the Building Historically Designated:Yes NO Occupancy Type: _Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): John Mllitana Phone#: Address. 8801 Biscayne Blvd City: Miami Shores state: FL zip; 33138 Tenant/Lessee Name: Koning Restaurants International, LC Phone#:305-430-1200 Email: etunis@aol.com CONTRACTOR:Company Name: Prime Mechanical Services Phone#: 954-971-2444 Address: 1854 N.W 21 Street City: Pompano Beach state: FL zip: 33069 Qualifier Name: Charles J. Raymond 954-448-8870 Phone#: State Certification or Registration#: CAC1815993 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �d g5'c29 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration (❑ New ❑ Repair/Re lace p ❑ Demolition Description of work: Install walk-in freezer Specify color of color thru tile: Submittal Fee$ Permit Fee Ll V c CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$_ - Training/Education Fee$ Double Fee$ Structural Reviews$ _ _ Bond$_ TOTAL FEE NOW DUE$ `� ;RevisedG2,'Z�ti20?4) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip _.. Mortgage Lender's Name(if applicable) Mortgage Lender's Address CityState Zip Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has commenced prior to the issuance of a permit and that all work will beerformed to meet the standards of all laws re ulatin P g g construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that o copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s ) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a a reinsp ction fee will be c ged. Signature _._ _ Signatures OWN AGENT CONTRAC The foregoing instrument was acknowledged before me this The foregoing inV,.mnt was acknowledged before me this day of 20 2Q f by 11 day of March20 15 by Lt ,+ho is personally known to Charles J. Raymond ,who is personally known to me or who has produced _ _as me or who has produced Personally Known as identification ho did take an oath, identification and who did take an oath. NOTARY P LIC: NOT UBLIC: �_ 1 7 Si 1 Sigr}. 0uu�p. Pr 'Vary F9bliC t r Print I �� `��.��iNN GON�.,,�-' •• ttt:EX . `moo o....s IN i 5e "',� moo' Commission Ar ff 97586 Seal: NUMBER - .,,or��•,. EE 112795 ; •� �• BonM(tough National Notary Assn. -* EXPIRES Juh' A 17,2015 .,y; -Z; i��•'•9 6 .4 C , •' I.0 1�2APPROVED BY Plans Examiner Zoning Structural Review Clerk (Rev,sed021124/207 4) SHORES o� J_ �� Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. 4/ COPY OF LOCAL BUSINESS TAX RECEIPT C.X OPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: pe,I t-A \ BUSINESS ADDRESS: ki.Li-) LI k�`�C CIT Q14O STATE r'l, ZIP BUSINESS PHONE: (CI54) q-1+ -2444:- FAX NUMBER(Com ) -7 CELL PHONE(�5�) 44t - %-1p QUALIFIER'S NAME: Chcrlet2 T ayln QUALIFIER'S LIC NUMBER: '>A`J5UE?1*i STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395. �. 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RAYMOND, CHARLES J PRIME MECHANICAL SERVICES LLC 2855 MORNING GLORY CIRCLE DAVIE FL 33328 Congratulationsl With this license you become one of the nary one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants, and they keep FkxWs economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto www myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you,subscribe to department newsletters and loam more about the Department's Initiatives. Our mission at the Department is:License Efficiently,Regulate Fairy. We cons"strive to serveyou better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY IT D _ R O �" fttCTi GT,I�1NN� S� M1'S J' �''r ori"__ .I� rr+'r'..,mx.yy.,.�e..a. "^.. �"•�, •`4 1 �. - � icci ir-n• n7lI AMIA nleni AV Ac ocnianccn OV I AAA/ Dene s rnnnnnnnn 915 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-.1895—954-831-4000 " VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 51M DBA: Receipt#:183-1904 5._ Business Name:PRIME MECHANICAL SERVICES LLC Business T g.HEATING/AIRCONDITION CON CTl YP •(CLASS A A/C CONTR) Owner Name:CHARLES J RAYMOND Business Opened:05/28/1990 Business Location:1854 NW 21 ST State/County/Cert;/Reg:CAC1815993 POMPANO BEACH Exemption Code: s ' Business Phone:954-971-2444 r 1 Rooms seats E ployees Machines Professionals 4 t 4 32 >; y t For Vonding Business only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penally Prior Years Collection Cost Total Paid 108.00 0.00 0.00 0.00 0.00 0.00 108.00 � r , i �. ; THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory'in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning re�pirements. This Business Tax Receipt must be transferred when the business s sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliaooe with State or local laws and regulations. Mailing Address: CHARLES J RAYMOND Receipt #01A-13-00006489 1854 NW 21 ST Paid 09/02/2014 108.00 POMPANO BEACH, FL 33069 . .. d 2014. - 2015 _ � W -� .. -# 3z r'7".Tw' K bit m. 4 K-¢' ` s ` hA „;:' axe ..e rd it S k 4 p 2a RAW we d ryw`� 1 s*,'m�'- O ��3 a. �g. t,,n'st �,r rt s _�*' , ��xT�. �� #`� rr`&�,s. '>L pr KWon NIP "'� 35 ,I�:;'rl� �a ;' �' ,qA5 M—�3 ` .. .^'` ` '�d,a °' `�'r ""` #t'�§,.. *a,TYM Iry e �� `r }:"4 '�'�"`"� s '�a '#' '�,`�,�"r` °��. e z �� $ � ``a��'g"�t ✓,",. �' tm' �"",£�'t�L'� � �i +,�,, � r�;S�3�c'�+�`<, r c>z a t -c "s kf.si�a w <z yy •�v� ^�-� � .�iia-t`�,i�x ky�,�� a i... � v.� [-s. �'ti .'fit��" ¢ ,-. 3 _ C k '`c�"=A cq b s';'ia.�� a-rs a z• rt�e+Ss. '4�.°�.€ -k� "5 �,; # s r` ,,."R.a ". °a .< ,,: i4,V j, •t=. .1 3a .R -• s 3 },mcsr a c?r -!W Nam7� r is bks. >xo i'S s� xd' �, �, j5 :�� ''?w 1 ✓Azr YP u t � � r ��-.-; �a � �I '� ,z. ,� ,�z. sat-, .�. � w" � � '��«w �. '�*�` a:� =•. `�',, r R a r t z�9-t�# x �.. x� ',v. �^Y� -`� i�- x y� $�'�""�' +.A i � d. b'.•^� 3+ e a� �w 1#�+ , s : d � "c7�x,p"C d ats� ��>��z"_��°3� .�. pts a'��.�'� iwa �,'� '"��u�s�F w ;i•;CT a. �s: t ,¢ r'1 'X� - r� 4 Du A Te MAR-12-2015 12: 18 FROM:PRIME 9549712441 T0:1305756e972 P. 1 �r 1 i ' /�C4RU® CERTIFICATE OF LIABILITY 1 u SURANCEF DATB(MMIDDNYYY) i1zi2:ol5 THIS CERTIFICATE 19 ISSUED AS A MATTER Off INFORMATION ONLY AND CONFERS'I O RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE ODES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OALTFR THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRAC3' ETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. II IMPORTANT,, If the cerllficate holder Is an ADDITIONAL INSURED,the policy(ies)must i,� endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the Policy,certain policies may require an endorsement. A stm,ament on this cartlficatte does not confer rights to the certificate holder In lieu of such endoreement(s), PRODUCER CONTACT Keyed COverage lnsutance NAME- S 1 5900 Hiatus Road PHONE Tamarac ITL 33321 ADORES; 3Uzie k e o ri�4.P�..9M.PRODUCER TER ID sli INSURED � ID�. RE?{S)!�FPORDINO COVCRAOt: NAIC/ Pril"a Mechanical Services, 11C, INSURER A:rCC MM11 In S Co47 1854. N.W. 21st street_ IN/UR£RO: .meq ri d, IQdu-stzic�Ina. Co. 123140 Pompano Ranch FL 33069 IN/URAR0: IN9UR£R D �.,.,�.....r.�.._.__ IN/UR£R C; COVERAGES INaun1:R P: CERTIFICATE NUM13ER;2064563455 ;I. REVISION NUMBER: PERIOD INDICATED. NOTWITHSTANDING ANY INSURANCE tMtNT,TERM TED OR CONWHAi DITION OF ANY CONT I T OR OTHENAMED DOCUMENT WITHE POLICY TH RESPECT TO WHICH 1"HIS CERTIFICATE MAY ae ISSUED OR MAY PERTAIN,THF IN.II.JRANCE AFFORDED 6Y THE P ICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,exCLUSIONS AND CONDITIONS OF SUCH POLICIeS.LIMITS SHOWN MAY HAVE N REDUCEO 8Y PAID CLAIMS. JGEN'L PE OFIN8URANCL• P LIC1TliPZS ...,..,,._._._........ ILITY POLICY Id1,INRPR MMJODrvyYY LIMITS Y Y GL0013205-03 3/27/20.14 i/27/20:0 X EACH OCCURRENCE $1,000,000 CIAL GENERAL LIABILITY MS-MADE % PRAM �F Ern , $330,00(1 L�OCCUR .... ..ti. :� ' MEq F.XP An nnq(Igrypn) $5,000 PERAONAL R AqV INji)RY S1,000,000 ATE LIMIT APPLIES P�ER� AGGREGATE S2.000,000 P O- xLOO PRODUCTS•COMP/OP AQ0 $2.000_0()0 A AU70MQgILE LIABILITY $ ,� -••- Y Y CA0020560 3 3/27/2014 /27/2015 COMBINED SINGLE LIMIT X ANY AUTO .I (Ed ooeldenl) 31,000,000 ALL OWNED AUTOS GORILY INJURY(Pqr P*rw,l) 3 ^^ SCHEDULED AUTOS ;I 6ODILY INJURY(Pa uuldanl) S x HIRED AUTOS PROPf R'ry OArytACC x (Poreccldent) S NON-OWNED AUTOS '. I; s ._.. A x UMBRELLA LIAe OCCUR Y Y UMR0071.963 3 3/37/2014 . , /27/2015 eXCESB LIAR EAC M OCCURRENCE $1,000,000 _ CLAIMS•M_ADE _ . .... DEDUCTIBLE I AGGRPInATE $1,000,000 k R TENTION LO 000 j, Follow Corm $ B WORKIII COMPENBATICd4 Y AWG1035'191 $ AN DEMPLOYHRS'LIABILITY "1112/2014 '1 /12/2015 x L " U- OTH- L'TORJPARTNER/EXECUTIV@ Y 1 N 4 andaWME ANY PROPRIMBEREXCLU>SED7 r N/A E.L +EACHACCIpENT 51.,000,000 Mntlalory In NH) Ir yyes Ueacrihe ander E.L.DISEASE-EA EMPLOYE S'1,000,000 DF,A('RIPTION OF OPERATIONS pg101y _-. „ B.L-OISEASf.•POLICY LIMIT $1 000,000 -- DESCRIPTION OF OPERATIONS/LOCATIONS/VEMCLCS(A"Q?-ACORD 101,Addldun 1 mom space Certificate holder ie .included an an Additional insUtCd dz,Iares License 11 CAC1815993 Pec , liablliCy cOvoragea CERTIFICATE HOLDER CANCFLL,ATIO SHOULD ANY OFT I ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE!THE EXPI TION DATE THEREOF,NOTICE WILL BE DELIVERED Miami Shc.res Village Bldg Dept IN ACCORDANCE .1 H THE POLICY PROVISION& 10050 N.0 2nd Ave Miami Shoies FL 33138 AUTHOR990 REPRIK ATIVE 'i ACORD.25(2009/09) 0 10 6-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo aro registered me of ACORD Miami Shores Village A KIP Building Department .Y 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDINGMaster Permit No.(-r-,"4_ 13q� PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING 0 REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:3 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8900 Biscayne Blvd City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-011-0160 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): John Mllitana Phone#: Address: 8801 Biscayne Blvd Miami Shores FL 1 City: State. Zip: 33 38 Tenant/Lessee Name: KOning Restaurants Intemational Phone#: 33138 Email: etunis@aol.com CONTRACTOR:Company Name: David Landy Construction Phone#: 305-662-3888 Address: 7215 SW 48th St City: Miami State: FL 33155 Zip: Qualifier Name: David Landy Phone#: 305-662-3888 State Certification or Registration#: CGC047202 Certificate of Competency#: DESIGNER:Architect/Engineer: Felix Pardo Phone#: 305-4454555 Address: 255 University Drive City: Coral Gables State: FL Zip: 33134 Value of Work for this Permit:$_TO.y�y Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New lace Re air Re p / p ❑ Demolition � 0 �-►� icI✓Description of Work: p . Specify color of color thru tile: I Submittal Fee$ Permit Fee CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Banding Company's Name(if applicable) I` Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding.$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and section fee will be charged. P f aged. Signature Signature OW arA T CONTRA The foregoing inst as acknowledged before me this The foregoing instrument was acknowledged before me this _day of 20- F by r day of &)00 20 114 by JC f4 A) M 11✓l -r#J a who is personally known to ►1� -� whis.personallyknow me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P 1 NOTARY PUBLIC: Sign: Sign: —3 Print-. jouS Print: o`M:�:�4r REBECCA GARCIA Seal: Seal: EXPIRES:AP613,2018 RUTH A.9YDASN �f�-,f O"FOV Bonded Thru BWO Nobly SKYW •"'"� Not,ry PUNIC-Shb of Florida �L'blMni.' iY�1`��,*+�If s* .e+#+» s*►r.» Ar ss*r Commission x FF 097M j v4 Tilroo National Notary AsK K/w1�� ` ! �' Planl s Examen Z� �(/-'�4honing t �y Structural Review Clerk