The URL can be used to link to this page

Home My WebLink AboutNOASCANNED BY MIAMI-EME St. Lude Count, MIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street ' Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ANCE Welbilt Walks -Ins, LP dba KYSOR PANEL 4201 North Beach Street Xort Worth, TX 76137 www.miamidadexoWbullding P, 'n FILE [04"OPY SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having 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 suipend the use of such product or material within their jurisdiction. PERA 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 building 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 Enclosures APPROVAL DOCUMENT; Drawing No. 06-15, titled "Walk -In Enclosures", sheets I through 6 of 6, prepared by Al-Farooq Corporation, dated December 27, 2006, last revision #13 dated December 20, 2011, signed and sealed by Javad Alunad, P.E., on March 16,,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 manufacturees 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 #0th-ere �has change-in-the;applicmble-building-code-negatively affecting the performance of this product. 'FERMINATION 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 product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the� manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 07-0228.02 and consists of this page 1, evidence submitted pages E . -1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI-DADE COUNTY NOA No. 11-0826.02 K�-� W. Expiration Date: 07/26/2017 ApprovaiDate: 04/1912012 Page I Welbilt Walks -Ins, LP dba KYSOR PANEL SYSTEMS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 98-0518.03 - A. DRAWINGS 1. DrawingNo. 06-15, titled "Walk -In Enclosures", sheets I through 6of6, prepared by Al-Farooq Corporation, dated December 2 7, 2006, last revision #A dated June 04, 2007, signed and sealed by Humayoun Farooq, RE. B. TESTS 1. Test report on Uniform Static air Pressure Test, Large Missile Impact Test, and Cyclic Load Test on GalvanizedSteel Sheathed Polyurethane Foam Filled Modular Panel Walk-in Coolers / Freezers, prepared by Architectural Testing, Report No. 648 73.01-801-18, dated 0110312007, signed and sealed by Joseph A. Reed, RE. 2. Test report on Uniform Static air Pressure Test, Large kfissile Impact Test, and Cyclic Load Test on Galvanized Steel Sheathed Polyurethane Foam Filled Modular Panel Walk-in Coolers / Freezers, prepared by Architectural Test I ing, Report No. 64893.01-801-18, dated 0110312007, signed and sealed by Joseph A. Reed, RE. C. CALCULATIONS 1. Calculation titled "Panel Calculations", datedFebruary 16, 2007, 57pages, prepared by Al-Farooq Corporation, signed and sealed by Humaypun Farooq, RE. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Flame Spread Index and Smoke Developed Index ofPo�mrethane Foam per ASTM E84-05 by Intertek ETL Semko, Report # 3104693SAT-006, dated February 28,2007, signed andsealed by Chris Bowness, RE. 2. Standard Test Methodfor Determining Ignition Properties of Plastics of Polyurethane Foamper ASTMD1929-96 by IntertekETL Semko, Report 3104693SAT-002, dated November 29, 2006, signed and sealed by Chris Bowness, RE. 061my A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-0826.02 Expiration Date: 07t26/2017 Approval Date: 04/19/2012 E-1 Welbilt Walks -Ins, LP dba KYSOR PANEL SYSTEMS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS Drawing No. 06-15, titled "Walk -In Enclosures", sheets I through 6 of6, prepared by Al-Farooq Corporation, dated December 27, 2006, last revision #B dated December 20, 2011, signed and sealed by davad Ahmad, P.E., on March 16,2012. B. TESTS 1. None. C. CALCULATIONS Calculation, dated January 06, 2 012, 23 pages, prepared by Al-Farooq Corporation, signed andsealed by JavadAhmad, P.E., on January 18, 2012. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs (PER-4). E. MATERIAL CERTIFICATIONS 1. None. Z��d 94�� Wmy A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-0826.02 Expiration Date: 07/26/2017 Approval Date: 04/19/2012 E-2 L26 GA. (.023") GALv. STEEL TYP. WOOD FRAME nOR STRUCTURAL WOOD FRAME FOAM rANCL SCALE: 1/8" - I" ANEL CORNERS SECURED WITH (3) 1-5/8" LONG STAPLES HAVING A SHANK DIAMETER OF .060". HE EDGE OF SKIN BENT AROUND LATERAL FACE OF WOOD FRAME AND SECURED WITH 160" X 1/2" LONG STAPLES LOCATED AT I " FROM EACH CORNER AND 7" D.C. MAX. 11-11 '�.11 N OR FLOOR PLAN LE: 1/4" - V-0' ROOF PANEL ===Z=31�_ z a 0 z a. ;7) 0E) 09 0 ti S2 w )CKS EL A ZOUTSWING A 0 D OOR PANEL WIDTHS STARTER PANE WALL PANELS —SINGLE SPAN A= L/180 ALLOWABLE SPAN 3-1/2" PANEL 5" PANEL DESIGN WIND LOAD WITH OR WIG DOOR WITH DOOR WITHOUT DOOR 40 PSF 101-11 to, —I, 12-91 50-PSF 91-91 91-91 121-81 1 1— 60 PSF 91-2. 9'- 2' 11-11, i SHEET # I INDEX OF DRAWING 1 TO 3 SHOWS TYPICAL PANEL/DOOR ELEV. & DETAILS 4 SHOWS BEAM AND COLUMN CONNECTION DETAILS 5 6 SHOWS ADDITIONAL DETAILS FOR VARIOUS ENCLOSURE ARRANGEMENTS Kai ROOF PANELS -SINGLE At DESIGN WIND LOAD 70 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TCSTED, GO Wr G� REQUIREMENTS OF THE FLORIDA BUILDING CODE 10 EDITION INC HIGH VELOCITY HURRICANE ZOI. E ...... Z,. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION AND STEEL SHEET SHALL CONFORM TO ASTM DESIGNATION GALVANIZED WITH A COATING DESIGNATION OF G90. MIN Y S - 48 380 PSI 0(�3,,AYCO��RETE S�ALL IlLi A 28 DAY COMPRESSIVE STREN qF 31 Ism 5. POLYURETHANE SHALE -BE RIGID FOAM MIN. DENSITY #2 C.F. - 6. MAX. FLAME SPREAD RATING =,29 OR LESS AS PER ASTM E- SMOKE DEVELOPED INDEX -4'450 OR LESS AS PER ASTM E-S SPONTANEOUS- IGNITION TEMPERATURE NOT LESS THAN 800'F 7. ALL STEEL TO BE SHOP PRIMED BEFORE ASSEMBLY. 8. DISSIMILAR MATERIALS IN CONTACT WITH EACH OTHER SHALL BE PR( IN ACCORDANCE WITH THE FLORIDA BLDG. CODE SECTION 2003.8. 9. MIN. SOIL BEARING CAPACITY = f25DIDIISF-J� 10. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOO NOTE: ENCLOSURES LARGER TH4f 400 SO. FT. IN AREA SHALL BE EQUIPED WITH AN APPROPRIATE FIRE SUPRESSION SYSTEM. IN ACCORDANCE WITH ALL APPLICA13LE CODES AND STANDARE NOTE: THE MAX. LENGTH OF 13UILDING SHOULD NOT EXCEED FOUR THE WIDTH OF THE BUILDING. FOR BUILDING LENGTHS GREATER THAN TWO TIMES WIDTH INT DIAPHRAGM WALL WILL BE PROVIDED. FLA. P.& PROI) AS CAM MM"ReliqlKel 1-1/2" X 1-1/2" X 14 GA. STEEL ANGLE CONT. ��#14 X 1-1/2" SMS 6" 0. C, 3�81M DIA. POWERS WEDGE BOLT 2 IN. EMBED INTO 3000 PSI CONC. 0 12" D.C. FLOO :'Q WALL .................... ...... ml ... I-- ........... ..... .. . ....... . ...... ... ' I. I ............. ....... .. .. ........ ............ ................... ---- .. . . ............. ................. .. ........ .. . . ........ . .. ................ .......................... ....... ......... ........ .... ........ ................................. ...... . . . . . . . . . . . . . ........ ..... . ... . . . . . . . . ... ...... . ......... .................. .............. ............................... ..... ..... ... .... ..... . ....... . . ........... .............. . ....... ................. .. ..................... A WALL CONNECT(ON TO FLOO ONE SIDE WHEN ADJACENT TO ENCLOSURE -OR BLDG. WALL, 2" X 1-1/2" X .072" S L VE/ ANGLE CONT. 4 X 1-1/2- SMS 6" O.C. d3/8" D)A. POWERS WEDGE ',Lr MIN. EMBED INTOM, A; @ 12" D.C. INSUL. WALL PANEL—\ 1-1/2' X 1-1/2" X 26 GA. ....... STEEL ANGLE CONT. .......... 4� CONC. SLAB #10 X 1-1/4" SMS ............ .... ....................... ... ......... .. ....... @ 6" O.C. —W1 6XO-10/10 WWM ... ... ................. RETURN MESH 2'-6" MIN. INSUL. FLOOR WITH 1/2" PLYWOOD #14 X 1-1/2" SMS 0 4-1/2" D.C. (2) ROWS .... ...... ............ 1-1/2" X 6" X 14 GA. FLOOR PANEL ... ........ ............. STEEL ANGLE CONT. T ......... ... ... ....... 3/8" DIA. POWERS WEDGE BOLT 2" MIN. EMBED INTO 3000 PSI CONC ... . .. .............. ....... .......... ' * ....... STEEL SKIN ................ ............ — .. ................. @ 9., O.C: ...... ....... ,--.023" THK, #1 0 ............ ........... .......... .. ..................... .................... :"A: RIGID POLYURETHANE FOAM PANEL INTERLOCK KASON PART # 11! ;I -�—AM—�PQK FASTENE Ell9r: JAVAD AHMAD'. . CIVIL Ff A PE. # '-7.d592 PRODT It ENCLOSURE 1/2, x 21 'HAMMEL EEN ENCLOSURES R FLASHING -'D AND -ED BY OTHERS MEMBRANE OVERING SILICONE -TE I I ENCLOSURE IT WALL PANEL - 4 ... - I A 4 . Zff v 41\ ANCHORS EDGE DISTANCE = 2-1/2' MIN, TYP, ENCLOSURE 1/4' X 2 3/4' TAPCON LN�ULA I IUN O.C. wyap (BY OTHERS) BREAKER STRIP (BY OTHERS) @) DETAIL —SECTION BETWEEN ENCLOSURE ONE WITH INSULATED SLAB EXTERIOR UNITS V X 4' OUTSIDE INSUL. C13RNER TRIM WALL #8 X V HEX HEAD SCREWS @ 12' D.C. INSULATED SLAB / WOOD SEPARATION AND THEIR CONNECTI- TO SLAB SHOWN AS CONSTRUCTION DETAIL ARE NOT PART f PRODU( as compl: Building Acceplw Engq. JAVA__jRM_A__j . D D CML 'FLA. PE # 70P.92 rY RELEASE .......... .................... .................... .................... ........... .................... . ........... .......... ......... .. ............. ..................... ............... . . . . ............. ..................... ...... I .. ....... . ..... ........ .......... .... ...... ... : .......... ... ............ . . ............ ....... ........... .................... .............. .................... .................... .. ............. . . ........... ........ .......... L " r... " OT (2) 3/8' X 3' HILTI ANCHORS (BASE TO CONC. FLOOR) OR Q) 3/8' X 2' LAU BOLTS (BASE TO INSUL. FLOOR) I" X 1-1/2' X 18 GA. STEEL ANGLE FASTENED WITH #10 X 1-1/4" SMS 0 12" D.C. GASKET D WOOD 1" X 2" WOOD CONT. WbOD- kREWS W�E VAPOR D R BREAKER STRIP A RIER�X OFFSET AT- DOOR (BY OTHERS) (BY OTHERS) FREEZER DOOR ON CONCRETE FLOOR HEATER CABLE IN BOTTOM OF DOOR T DETAIL - THRESHOLD AT INSULATED SLAB INSUL PANEL — HARDWARE QUANTITY LOCATION HINGE 2 AT 6" FROM EACH END OF HINGE JAMS SECURED TO DOOR AND JAMB W1 (4) 1/4 X 1-1/8" SCREWS. LATCH 1 42" FROM BOTTOM OF LOCK JAM13 SECURED TO DOOR W/ (4) 1/4 X 1-1/8- SCREWS. LZTCH KEEPER 1 42" FROM BOTTOM OF LOCK JAMB iSECURED TO LOCK JAMB W/ (4) 1/4 X 1-1/8" SCREWS. SURFACE BOLT 2 I 8 " FRO EACH END OF LOCK STILE SECUREMD TO DOOR W/ (4) 1/4 X 1-1/8" SCREWS. WHATHERSTRIPPING QUANTITY LOCATION 1/2" X 3/16" FOAM 1 ROW INTERIOR & EXTERIOR AT EACH JOINT BETWEEN PANELS 3/16- X 1/8" FOAM I ROW TOP RAIL AND STILES OF DOOR, INSIDE W'STRIP CHANNEL 3/4- X 3/8" BULB IANYL WITH MAGNET i ROW TOP RAIL AND STILES OF DOOR. INSIDE W-STRIP CHANNEL 1-1/2- X 1/2" FOAM I ROW DOOR BOTTOM RAIL 2-1/2" LONG VINYL SWEEP I ROW DOOR BOTTOM RAIL ............. ............ .............. .............. ............ ............. ........... ............. ........... - .......... ............ ............ ............ ............. 1-1/2" X 3-1/2" OR 5" "ER TYP. i- X 1-1/2' X 18 GA. STEEL AN( FASTENED WITH 010 X 1-1/4" S14 0 12" D.C. PROM Engr: . J.AVAE) AHMAD w compl CI 1: . Buildhig FLA. Pt 70592 Accpt�r � A il, f3:: X 12 FEL STRAP OR 3 X 1/8�A�LSUTM BRACING 0 6 FT. O.C. 0 WITH #14 TEKS INTO BEAM \\-ALUM/STEEL BEAM AS REOD. STEEL COLUMN AS REQD. )NINECTION TO BEA ,/8. - I., 4" CONIC. SLAB W/ 6XB-10/10 WWM RETURN MESH 2'-6" BOTH SIDES d w i v 1 . It I STEEL COLUMN BELOW L--------- --- STEEL BEAM PANELS CAN BE OMENTE&j ROOF PLAN WITH STEEL BEAM & COLUM IN ANY DIRECTION SME: 1/4' = V-0" NOTE: STEEL COLUMN AS REQD. A. EACH EXTERIOR INSTALLATION SHALL HAVE A FOUNDATION A FLORIDA REGISTERED ENGINEER. KWIK BOLTS B. FOR ROOF PLAN WITH STEEL BEAMS AND COLUMNS; THE AS REOD. AND FOOTING SIZE AND REINFORCEMENT ARE NOT PART 4 PER PLATE AND SHALL BE REVIEWED BY THE CORRESPONDING BUILD STEEL PLATE : FOR EACH JOB. AS REQD. WELDED TO COLUMN C. ALL CONCRETE ANCHORS SHALL BE MINIMUM AS SPECIFIE DRAWINGS. THE EMBEDMENT LENGTHS NOTED SHALL NOT FINISH MATERIAL. PROIDL kngr: jAvAL) AtimAo . '. Buildinj CPAL FLA. ff- �2a5k2 Accepla :2 1 3 SCREWS 0 411 O.C. 7 OEM FINISH mom, Tr.7. � WALL CLa PANELS 4- /NAT. ALM SCREED Mil 08 X I' HEX 6' CONT. FLAT CLOSURE TRIM /HEAD SCREWS 26 GA. STEEL R 12, O.C. ROOF PANEL-j L ROOF PANEL W14LL PANEL WALL PANEL . i. I - *. - G P INSUL 00 X I' HEX HEAD SCREWS @ 12, O.C. 6' CONT. F 26 GA. STI SIDE BY SIDE UNIT PLAN %AEW PRot as con Buildi Accep r—Fn—gr.qAM -AHMAD Bxp' CIVIL, PE E_Z2592' FYZ ......... ............... . . . . . . . LmGo URETHANE 11-1/2' X 3-3 47' MM. 26 X (.M3-) VMS UGIURAL WOOD FRAMF FOAM PANEL STARTER PANIF E. --C A K OF .00'. MD SECURM KIM ONG STAPLES LOC4TM Al 1- FROM E'CH! CORNER MD r O.C. M. R I lr--, 161,11mv.-Al WALL PANHIS-SINGLE SPAN a- Viso HOOF PANEIS-SINGLE SPAN A= L/2401 DESIGN WIND LOAD &LLOWABLE SPAN IDESIGN WIND LOADI ALLOWABLE SPAN 3-1/2' PANEL I r pn� 5' PANE. I I ii-S. I Vau OR W/O MR1 nDWR WTHI 1 70 PSF 40 PSF 101 IQ,_I, 12-9. 60�PSF 91-9. 9'-9- 12-6. 1-1 60 PSF 91-2. 9-2, 11-11- sHEU i I NDEX OF DRkMNG I TO 3 SHOZM lYNM PANEL/D00R M. & DETAILS S�O EI AND COLUMN CONNEMON DUALS 5 & 0 SHOWS =MONA. DETAILS FOR VARIOUS ENCLOSURE ARRANGEMENTS NOR ROOF PANEL SIDE ELF —VATIC . I/C . I'-.. GENERAL NOTF 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED To COMPLY WITH ME RMIMEMENTS OF ME FLORIDA BUILDINO CODE 2010 EINTION INCUJDNO NISH moew NummNE ZONE (NvN;I I STRUMMIL STUI. SI-A-L CONFORM To ASTM DESIGNATON A-36 ANO STEEL SHUT SHEMU. CONFORM M MIN, DMISNIAMON A-653. �VMIZED MTH A COARNIC OMWTION OF G90. MIN. Y.S. - 48.aao PSL I � CONCRETE SHALL IMNIE A 28 MY CEUPRMSNX SIRUNTH OF 3000 M. 4. EUMIRC& AND MECNANXW. DI ME NOT PATT OF THS M`PRMM- PftYURUHANE SI BE ROD FOAM MIN. DENSITY J2 C.F. MM. F.M4E SPREAD RKI . 25 OR LOS AS PER MTM E-a4. SMOKE OMLOPEO MEEK . 40 OR LESS AS PER ASTM E-84. SPONTANCOUS-IGNI TEMPERVURE NOT LESS MAN BOWF n PER MINI )-ill2g. 7. A� STEEL TO BE SHOP PRUME0 BEFORE ASSEMBLY. a. OISSMAM MMER,A.S IN CONUCT WITH � OTHER SMALL BE PROTECTED IN M=ROANCE VM ME MERIDA BLOB. CODE SECTION 200.1L4. 9. WIN. SOL SEARING CMPA� - 2500 PSF. 10. A UND OUROON MREISEE IS USED IN DOW OF MONORS M KNES ONLY. III ENCLOSURES LMSER MAN US SO. FT, US MEN SHALL BE WPM WITH AN MPROPRIATE FIRE WPRMVGN SYSTEM. IN �CCOROMCI WITH AU. �QNRE CODES AND STANI Nom ME MIN. UENOTH OF BULANG NOURE, NOT CxCEM FOUR TRIO ME WHIM OF THE EI FOR BUILDING UENOTHS GRENTER THAN M TIMES WON INTERIOR m z g Id arowing no. 06-15