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WS-16-1079 (2) • Miami Shores Village VED Building Department OCT 18 2016 50 N.E.2nd Avenue,Miami Shores,Florida 33138 Te: 795-2204 Fax:(305)756-8972 BYffX--mE% 'ff1Sj ffl`hl�; ' E _O LI E PHONE NUMBER:(305)762-0949 8L VFBC 2014 BUILDING Master Permit No. �,�e,�r l 0 -16- (aj PERMIT APPLICATION Sub Permit No. W5--U — 11e 101 ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING [:] MECHANICAL ❑PUBLIC WORKS [] CHANGE OF ❑CANCELLATION [ SHOP p.� CONTRACTOR DRAWINGS JOB ADDRESS: I O 4S' 06- �;5ji City Miami Shores County: Miami Dade Zip: 33 t3'a Folio/Parcel#: I I iba.DS015y 0 6 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: �� Q Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C1n'i'M X10, K , FOL u^ Phone#: 3cyT 3 21 T)7$ Address: SeLrm'e C45 Gt.k�iO ce City: State: Zip Tenant/Lessee Name: a Phone#: Email: Ch('kSAll('%GL LO k i °@ MAP" COM Q* - -P "C o r 5� a'st 1) 3i-t D CONTRACTOR:Company Name: 'r�0 ��t �� Phone#: -7 Address: I U q-0 stmt City: .lQp t SIR� State: Qualifier Name: Phone#: State Certification or Registration#: C41C the W27'�' Certificate of Competency M DESIGNER:Architect/Engineer: '�& Phone#: Address City: State:_Zip: c7 Value of Work for this Permit:$ - Square/Unear Footage of Work: T i Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description f Work: Q stile f( u.c I o iJ -iA!Ej — Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ zZ—� Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$P 4 (Revised02/24/2014) Bonding Company's Name(if applicabl6) 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 low 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 a reinspection fee will be charged. VL. �J(�-�-x c= -- Signature ( Signature � OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 bye_-y-1 �dayof j tA, S; 20 L� by ��Y't�,'�iYlGd.�4 I who is personally known to ��9�� C�c21�'G/Lfl who Is personally known to me or who has produced av as me or who has produced D as identification a who did take an oath. Identification and who did take an oath. NOTARY P NOTARY PUBLIC• Sign: Sign: Print: Print: Seal: Seal:® LINDA LINDA A. VASSEROT S VASSEROT MY COMMISSION#FF 192234 MY COMMISSION#F ' EXPIRES:Jan EXPIRES:January 22,,2019 4 2019 nary 22,2019 APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedN2/24/2014) w33a3 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 534077 �ILBTI) BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES FAB INTERIOR&EXTERIOR INC RENEWAL SEPTEMBER 30, 2017 1040 NE 93 ST 5678316 Must bedisplaay�ed at place of business MIAMI SHORES FL 33138 Pursuanllto County Code E'° Chapter BA-Art.9&10 a OWNER SEC.TYPE OF BUSINESS FAB INTERIOR&EXTERIOR INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR C/O FA(s) CISTERNINO PRES CGC1506675 _ $45.00 09/06/2016 N CREDITCARD-16-051583 This local Business Tax Receipt only confirms payment of the Local Business Tax The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder must comply wit►any governmental or nongovermnental regulatory laws and requirements which apply to the business. The RECEIPT NO.above mud be displayed on all commercial vehicles-Miami-Dade Cale Sec 6a-M For more infommtion,visitwwwmiemidade.govibumilector 002223 i Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY LBT 4327946 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES FAB INTERIOR&EXTERIOR INC RENEWAL SEPTEMBER 30, 2017 1040 NE 93 ST 41616566 Must be displayed at place of business MIAMI SHORES FL 33138 Pursuant to County Code Chapter SA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED FAB INTERIOR&EXTERIOR INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O FABIO CISTERNINO PRES GOSS00302 Worker(s) 1 $45.00 09/06/2016 CREDITCARD-16-051580 This Local Business Tax Receipt only confirms payment of the Load Business Tax The Receipt is not a license, permit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws.and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles—Miami-kde Coria Sac 0476. For more information,visit www.miamidede.govitaxcollecter e K� EVISION —72. oj X � S " I CITY co.. py V�s 1b -1019 M ami Shcres Village FD BY DATE r-F P F Idyl ECT i OCCNIPIV NCE VVI R-i ALL FEUERAL ANo, Hl LAS AND FREGULATIOIJS f7l 0*0 0 *00 MIAMI• MIAMI-DADE COUNTY.FLORIDA EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31-9-2599 NOTICE OF ACCEPTANCE(NOA) x�fw.�►iatroida_t.govl@C4§IOmY Universal Impact Windows&Doors,Inc. 1675 West 31$`Place Hialeah,FL 33012 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 RER- 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 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 building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"S 7'000"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W07-18, Series titled "S-7000 Aluminum Fixed Window (L.M.I.)", sheets 01 through 03 of 03, dated 03/05/07 with revision "A" dated 01/30/13, pretared.by Al-- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Qade CcAlnty Vroduct••• • Control Section Renewal stamp with the Notice of Acceptance number and Expiratitsn date b%the f4iami- •• Dade County Product Control Section. 686:06 •••• •••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant .... ;•••• LABELING: Each unit shall bear a permanent label with the manufacturer's n or loge,city, state-,-:--. model/series, and following statement: "Miami-Dade County Product Control Ap?ljaJdd"',unless*cthenvisd noted herein. REVISION of this NOA shall be considered after a renewal application has beeii fil'ed:and there has been...% no change in the applicable building code negatively affecting the performance of tkis 1duct.:0**•• .....• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chang8 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 and renews NOA No. 084206.03 and consists of this page l and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0606.08 Expiration Date: June 05,2018 - � � Approval Date: August 01,2013 Page 1 } Universal Impact Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0206.03) 2. Drawing No. W07-18, Series titled "'S-7000 Aluminum Fixed Window (L.M.I.)", sheets 01 through 03 of 03,dated 03/05/07 with revision"A'dated 01/30/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) 'Nater Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked up drawings and installation diagram of a series 7000 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"673,dated 04/07/06,signed and sealed by Edmundo J.Largaespada,P. E. (Submitted under previous NOA No. 08-0206.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying witlt jwc 2010, prepared by Ai Farooq Corporation, dated 01/30/13, signed and seared bey Java'd'::' Ahmad,P.E. • ...... .... ...... 2. Glazing complies with ASTM E1300-04 •••:•• D. QUALITY ASSURANCE ...... .. . ..... 1. Miami—Dade Department of Regulatory and Economic Rcsou"e4(KER) ••• • E. MATERIAL CERTIFICATIONS •••••• 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNtwourl&Co.,Ina....: for their"DuPont SentryGlas*Interlayer"dated 08/25/11,expiring on4LOY17. • 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color GIass Interlayers"dated 03/28/13,expiring on 05/21/16. 3. Notice of Acceptance No.08-0709.04 issued to Polymer Extrusion Technology,Inc. dba Glasslam N.G.I., Inc. for their "Safety-Plus II Laminated Glass" dated 09/11/08,expiring on 08/07/13. Jaime D.Gascon,-)?.E. Product Control Section Supervisor NOA No. 134606.08 Expiration Date: June 05,2018 Approval Date: August 01,2013 E-1 Universal Impact Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest,conformance and complying with FBC 2010, issued by Al Farooq Corporation,dated 01/30/13,signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FT"673, issued by Fenestration Testing Laboratory, Inc., dated 04/07/06, signed and sealed by Edmundo J. Largaespada,P.E. (Subinitted under previous NOA No. 08-0206.03) G. OTHERS 1. Notice of Acceptance No. 084206.03, issued to Universal Impact Windows and Doors, Inc. for their Series "S-7000 Aluminum Fixed Window--L.M.I.", approved on 06/05/08 and expiring on 06/05/13. ...... .... ...... .... . ..... ...... .. . ..... .. .. .. . ...... . . . . ...... s'� Iff r Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-0606.08 Expiration Date: June 05,2018 Approval Date: August 01,2013 E-2 ..• ... . ... .. . . .. .• . . . . . . . . . . . 1.264 6•MAX. 12'MAX. FALSE idt2iM W DBSIGN TOAD CAPACITY - PSSF �V (soRFacE At>PLIED) FROM A /�u • • • • • GLASS W1HWINDOWDIMS. TYPES S • • • • • • • WIDTH LENGTH EXT.(r) INT.(-) Z / 1.875 • • • • • • • 24' 904 116.0 0 I 14)100 " ••• • ••• • ••• �' 90.0 1154 a L± - ii a 36' 90.0 115.0 478 =I �= n 42' �, 904 115.0 2.312� C " 1 •• • • • •• •• •• 90.0 115.0 ii ji • • • • • • • 54, 90.0 115.0 J1 It tl • ••• • • • • • 80' 110.0 115.0 8 h FRAME '--"�--"-',�t/ ""'i911 - i i i i i i•• • • 66' 90.0 1154 Q' a '� �jt� �' •• • • • • • ••• •• L 72' 904 115.0 Q 4� F14, _- 'I /�,� � 24' 90.0 115.0 30' 90.0 115.0 3 li �i 38' 90.0 1154 .865 VP. �' �� �� 3 42• 72' 90.0 1154 $ "' ---_._ -- __ 48' 904 1154 as el t' 54' 90.0 115.0 80' 90A 115.0 GLAZING STOPg WIDTH AND LENGTH DWENSIONS CAN BE ORIENTED 24• 90.0 115.0 A24 VERTICALLY OR HORIZONTALLY AS$NO=ABOVE. 30' 90.0 115.0 38' 84' 90.0 118.0 QI 4Y 90.0 tiSA .eta .688 WINDOW WIDTH 48' 904 115. TYPICAL ELEVATION 30• 904 11&0 GLAZING WEDGE 38' 90.0 1154 N O.L.O. HEIGHT m FRAME HEIGHT - 3.750" 42' 904 11510 D.L.O. WIDTH FRAME WIDTH - 3.750" NOTE: 37' 904 115.0 CLASS CAPACITIES ON THIS SHEET ARE 4Y o3' Boo It54 'h BASED ON ASTM E1300-04 (3 SEC. GUSTS). 46' 9" 116.0 Q g 53-1/8" 904 1 18.0 7d THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 37' 904 118.0 VV�11 SHUTTERS ARE NOT REQUIRED. 42' 74-1/4' s010 115.0 46' 904 115.0 I 3/18' AT STREN'0 CLASS 3/18`HEAT STREWO GLASS 3/18'HEAT STREWD GUM 33-IA7 904 It5A S-7000 ALUMINUM FIXED IYINDO APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE �'Soft"tmIt Clear&Color lnterlMA) O Soca N.GJPkm n Nlarmyer By E O *ntOuPw SD+trNom lntmh00 �Eoetmaa Chmrdaol Co»>pony(MA) By OWsetom N.G.1„1x By El OuPaM Oe Nematre&Co xK. o GE 1200 GE 1200 COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER o MIAMI-RADE COUNTY APPR'D WINDOWS USING MIAMI-DADS COUNTY 3/18"HEAT SIREN'D GLASS 3/18°BEAT STR£ND GLASS 3/18'BEAT STRENb 6LAS3 R APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ¢ ONE �C LO 795 CORNING 795 SILICONE �CORNINO 795 DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS F CE 12� � i CIE P&ODUCfA8fBN80 _ SHOWN ABOVE. SWIdias No a 9LYmB rri>b Ltre WaiAa pp-��Q y THIS PST HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE t SO(��FLORIDA BUILDING CODE INCLLIOINS HIGH VELOCITYHUrACANE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER - odutl oatroT q LOADS TO THE STRUCTURE. Fags 4WD moo -i CrIft ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON SAILS.ANCHORS tU S EMS HENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN. g ANC O DINGAPPCONDITIONS NOT SHOWN IN THESE DETAILS ARE GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPENOT JUL 29.'2013 S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLAZING OPTIONS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 4., W07-1$ COW INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG CODE SECTION 2003.8.4. sheet 1 0 3 . . ... . . . ... .. .. . . . .. .. . . . . . • • . . . . . . ... . . . . ... At •• • • •• • • •• • n ter 8"CAL �� • • • • • • • • • vAmo etKx 1 "E"A"T>RE • • • 4111000 d a .a d d 6a° •aa °e • ;'Q d s�- °..• a• ' itA&RAT1GE-APL10.fOA•N •H�Y•S �tI1�•I1 NaR • ••• • •4 It•KEON too • • •• —S—i•• ••• _ 1 Z�a`lL O A a. 8 ! a TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELE'V8.POR SPACING SEE EIEVS.FOR SPACING SEE ELEV.FOR SPACING J phi I: WOOD BUCKS AND METAL STRUCTURE NOT BY UNIVERSAL TYPICAL ANCHORS: SEE ELEV.FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM /4° Q& TAPCON BY 'RTW (Fo-120 KSI."2 KSI)INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. MM Ij r i• 1-1/2" MIN. PENETRATION INTO WOOD g °� is THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY Ny R'. 1-1/4"MIN. EMBED INTO CONC. OR MASONRY ma o 14 SM OR SEC 0 1 NG c(:REWS (GRADE 2 NRS) z A_r e INTO METAL STRUCTURES M c � STEEL : 12 GA, MIN. (Fy = 36 KSI MIN.) W !'i ALUMINUM : 1/8" THK. MIDI. (6063-T5 MIN.) 3 ! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) e " t' H =3.-x 110 SMS OR SELF DRUM SCREWS (GRACE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/8') (NO SHIM SPACE) n2jrA EDGE DISTANCEo INTO CONCRETE AND MASONRY -- 3/4- R� I . !i INTO METAL STRUCTURE = 1/2' MIN. rn4CAI.AtKnKKa CITE AT HEAD, SILL OR JAMBS t e - 3000 PSI AIN. 6 SEE ELEV C-20 HOLLOW/FlLLED BLOCK AT JAMBS Prn - 2000 PSI MW. i a FOR SPACWt SEALANTS: 2 3 FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH o © \ SEAN SEALER. t Enr � 5� gg d d da a FLA.PE M92 ` 3 A.. CAN' 638 . PRODUCTRIINBWBO e. . ANCHORS oRAtsdolccdmlinPmlYtCcTunoBdNtoailbO�el70ilds 1e+6�''•/+r7 SEE ELEV. 'i� Browing$ no.FOR SPACING SUCt. I ° \-, toy W07-18 i P ct sheet of Lit nim PART® QUAmm DESCRIPTIOR UATMAI. MANP./SUPPURR/RSMAM �u L I U7001 4 WWNDOW FRAME 8063-76 - 1 2 U-15008 4 GLAZING STS 8083-TS 3 1/0 X 1' 2/Ca0ifR ASS SEMBLY SCREWS CRS PH SMS 3 4 AS REQD. GLAZING COMFWW SU*NE / S UA-3012 As REC. GLAZING WEDGE WNri TREM OR EWN. a� S CY g 8 a� 4 � -CORNER DETAIL 1/4"SHM 1/4'SHIMMAX g6 MAX. iBY 1/4-MAX METAL SHDA snaicrm z WOOD B= WOOD BUCK - I �� G 3 '1 SEE w L4 a".FWt SPACING 4 '° •e � �Hy�" - - - ML 5 -- TYPICAL.ANCHORS N °SEE ELEV.FOR SPACM O 2 ;'syi• s '. D.LO. Ei o• - . EXTERIOR 0 WINDOW WIDTH e AIAW-OADE COUNTY APPRO MULLION TYPIGLL ANCHORS SEE SEPARATE NOA SEE EIEV.FOR SPACING •• ••• • -'iii • • •• � � cra • 1 0 _ 1 L • •• 1 ••1 t ••• _ ITA Pe 792 ` CAJL •• • • • • • • • • saeom INagwiWBwFImMa • •• • • •• • • •• BuitdiaBCb� (7 •• • • • • • PtaxaO ® 'ZU13 droning no. y0N=V%=H WNDOIV WIDTH r-- � WO7-T �� pip tcontroT sheat of 3 • •• •• • • • •• •• ••• • • • ••• • • MIAMI• MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 130AM AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mfamtdade.gav-econo�my Cury-A-Tech Corporation 930 West 23rd Street Hialeah,FL 33010 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 RER - 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 AHd(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposm 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 building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: DESCRIPTION:Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No.M95-19A,titled"Aluminum Tube Mullions", shgets I through 6 of 6, dated 12/07/95, with revision F dated 01/29/16, prepared by Al-Farooq,Corporation:Slgiled arA•••• sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Controf R&Aon stsup.with the . Notice of Acceptance number and expiration date by the Miami-Dade County Prodwt.QantroI§eetien. •••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••••• :••••: LABELING: Each unit shall bear a permanent label with the manufacturees nets or logo,•city, stator:•.• model/series, and following statement: "Miami-Dade County Product Control A ffiMll", unIftfterwiSe••• •. .. .. . . noted herein. .0000 0000.. . RENEWAL of this NOA shall be considered after a renewal application has been filed and thereJm been..:. no change in the applicable building code negatively affecting the performance of this product.: ••0 0•• • TERMINATION of this NOA will occur after the expiration date or if there has been a revis 0*0*;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 NOA#12-0430.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0603.18 tat�s/ttof: �b Expiration Date: March 28,2018 Approval Date: February 18,2016 Page 1 Cwv A Tech Coraoration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 08-0813.08 and 97-0423.05) 2. Drawing No. M95-19A, titled"Aluminum Tule Mullions", sheets 1 through 6 of 6, dated 12/07/95, revision F,dated 01/29/16,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per-FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5636,dated 06/12/08,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA#08-0813.08) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 along with installation diagram of aluminum fixed windows mulled together,prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-96-1054, dated 02/01/96 signed and sealed by Hector Medina,P.E. (Submitted under NOA#97-0423.05) .. . goof • C. CALCULATIONS ""'` 1900000••' •••••• 1. Anchor verification calculations and structural analysis, cog1.v j j ng with'FBC 3:'...: Edition (2014), dated 02/09/16, prepared by MCY Enginde or, ing•sigj j ted ajd,•, sealed by Yiping Wang,P.E. ••:••: s••,•, ••••• .. .. .. . ...... D. QUALITY ASSURANCE •••••• . . . . ...... 1. Miami-Dade Department of Regulatory and Economic Resources R).: • E. MATERIAL CERTIFICATIONS • 1. None. Ms�nu P.E. Product Con of Ex miner NOA N 603.18 Expiration Date: March 28,2018 Approval Date: February 18,2016 E-1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: KEDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with PBC-5th Edition (2014), and of no financial interest, dated May 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5636 issued by'Fenestration Testing Laboratory,Inc.,dated 06/12/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-1024.06) 3. Laboratory compliance letter for Test Report No. HETI-96-1054 issued by Hurricane Engineering&Testing,Inc.,dated 02/01/96 signed and sealed by Hector Medina,P.E. (Submitted under NOA No. 97-0423.05) G. OTHERS 1. Notice of Acceptance No. 12=0430.02, issued to Curv-A-Tech Corporation for their Extruded Aluminum Tube Mullion — L.M.I., approved on 08/02/12 and expiring on 03/28/18. 0000.. 0000.. 0000.. 0000 0000.. 0000 .0090. .0000. 0000 . ..6.6 0000.. .. . 60.00 . 9 . 6 .. 9. 96 . 6090.. t 0 0000.. 0 00 . . 0 0 .06066 000.. 6 . .. 0000 .6900. J1 Manuel P ez, E. Product Control xam er NOA No. 3.18 Expiration Date: March 28,2018 Approval Date: February 18,2016 E-2 . . ... . . . .•. .. .. . . . .. .. . . . . . . . . . . . . --{ . . ... . . . . ... 1.000 2.000 '� 1 �� • • • • • 000• +� • • • • • • 0 0 F -2.000 • • • • • r 2.000 .128 1.838 .128 FL 8 ••• • • L .1x8 I TYPICAL p� 4.060 TIP. C+I.AxORi PRODUCT •• • •• ••• •• i X 2 X TUBE MULLIWOON 88 4.8 • • • • • • • • •• • • • • • 6083-TB M,�;,QN CLIP (e083-te) MULLION GL(P • • • • •• • • 1.000 CUP TBE W ST4.Be CUT TO FIT SNUG LEGS REMOVED ••• 0 ••• • • •• 1.000 INTO WIIDOW FRAIdE —�• �♦T �Q F .888 .888 2X4 % 1/8' TUB MULLION ! .1 3,�0 J2 8083—TB -2.406— t28 id C +� x lto 2.1+0 MUL IONS CONTAINING TOCAL GLAZING PRODUCTS xODD--1 HORIZONTAL OR VEEM SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AM SPACING Z 1 x 3% 1/B' I -.60 O F TUBE MULLKHI k S.N�oO 80; (L � MULLION CLIP (BDs3-Ts) Mtn V N CLIP g CLP LENGTHS MUST BE CUT TO FIT SIM LEGS REMOVED �• INTO TUBE MULLIONS. m O MULLfON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. _ AND CAN BE USED WITH ALL MIAMI-OADE COUNTY APPROVED 8.000 1.730 IND'ACT AND NON-IMPACT RESISTANT PRODUCTS. �r*•AGUI Alt ALI NUM TUSE NUL!TIONS a N u + 12D USING MULLMN PROPERTIES ONLY 4.6a6 .128 2.45 2.128 _6 rn x THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE HIGHREQUIREMENTS OF THE 2014(8TH EDNRON)f1.0AIDA BU&ONG CODE INCLUDING uRICANE Imo-1.730 AM LA7INY IORODUCT USED (DMZ). &800 AU.OIAZI(VO PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE MALDING CODE REQUIREMENTS IM WIND LOAD, WATER MMT",FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. g 1 %4 X 1/e' 2 X B X i/8" MULLION CLIP (8083-76) LOS REM CLIP R' TUBE MULLH)N TUBE MULLION CLIP LENGTHS MUST BE CUT TO FIT SNUG LEGS REMOVED �S OCKS BY THE S IURE,MUST BE ANCHORED PROPERLY TO TRANSFER v 8053-T6 6063-T8 KM IUSE MULLIONS. _ ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAKA EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(SIU COD.XE ETC.)• ANCHORING CONDITIONS OTHER THAN THOSE SHOWN N THESE DETAILS ARE NOT PART OF THIS APP�VAL. cd A LOAD OUIWDN INCREASE iS USED N DESIGN OF ANCHORS KM WOOD ONLY. 1NS[�2UCTIONS' MATERIALS INCLUDING BUT NOT LER IMITED TOS MATERIALS SCREWS,THAT S $S NTS OF�IHE�4FLFLORBIAD�DNG COODE. SHAH MEET THE USE CHARTS AND GRAPHS AS FOLLOWS. SIM 1 DETERMINE OWN LOAD REQUIRED PER ASCE 7 FOR PAROCIAAR OPENNG STEP 2 USE MM COUNTY APPROVED IDAZNG PRODUCTS MEETING THIS NON IS NOT VALID WTDTWT CORPORATE SEAL ABOVE LOAD REQUiREMEt.R3. OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED. FLA.PE t-Ivm snp 3 USE CONNECTTO MUUJON AS PER PRODUCT � �T APPROVAL PRODUCT RBVISBD USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH asconvyinB�III STEP 4 OEM RATING MORE THAN DESIGN LOAD SPEaFlED LaBdi Coda t NO USING ANCHOR TYPES ON SHEETS 4&8,AND ANCHOR GRAPHS s 1f°�" 0 �� F S M95-19A STEP !i ON SHEET 3.SELECT ANCHOR TYPE WITH DESIGN MTBNG R MORE IRAN THE DESIGN LOADS SPECIFIED N STEP 1 ABOVE. 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NOTCH TYp�I BI1CK AM NQ MUL-KfN CLIPS �111� Tp ustMtw •• •i ••*CLIPS 4FIT�O TUBE MULLIONS . ,ANCHOR TME'AB' • i • i •••LMTH: INSID/ODWENSION OF TUBE - 1/32' Z 2/CUP 4 NOTCH LEGS AS R • 10 FIT 116DE TUBE MULLION CUP ` SNUG M INTOUDN ` T muum ANCHOR SNUG FIT WO- TYPTi* i ••• i•• i•• ••• It TUBE MILttQN '• 2/CUP • •• • • • • •• • (((;;; y (\/ 1/2' 1/2° MkX MULLION �LON Oi HOLLOW/Fllcn BLOCK . CONCRETE I I N CONCRETE Mt1LLION I Z I 3 q bgA1pppl ,BY OR aeY MULLION MULLION CLIP WALION CUP as I I NOTCH CUP TO SNUG ITT INTO P a. U SNUG SON --------- ---- MISS MARBLE SILL W "• TUBE MULLION _�- A -r---_-- a A a < j 1 1/4' 1 .1 3/4' • . 1 4 •. ANCHOR 7rE' A 1/2- / o k;R IN ANCHORS: ANCHORS: TYPE'AB'- 1/4'DIA ULTRACON BY'ELCO' (Fu=177 KSI,Fy=155 KSI) TYPE'AC'- ,I/4'DIA ULTRAOON BY'ELCO' (Fu-177 KSI.Fy-155 KSO • L IWO 26Y WOOD BUCKS OR WOOD STRUCTURES DIRECTLY INTO CONCRETE o WITH 1-1/2'MIN. PENETRATION INTO WOOD (HEAD/S9.L/JAMBS) WITH 1-3/4'MIN. EMBED wo CONCRETE (HEAD/SILL/JAMBS) WOOD BUCKS NOT BY CURVATECH g o o THRU tBY WOOD BUCKS INTO HOLLOW/FILLED BLOCKSMK-WVWMMUST SUSTAIN LOADS IMPOSED. WITH 1-1/4'MIN. EMBED MITO BLOCKS (JAMBS) INTO CONCRETE= 2-1/2'MIN. AH THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4'MIN. EMBED INTO CONCRETE (WAD/SILL/MMS) RA.PE 7W2 EDGE DISTANCES PRODITCTRBVISDD ' INTO CONCRETE AND MASONRY - 2-1/2'MIN. racomAyLgBwmdwFIor* A INTO WOOD STRUCTURE- 1'MIN. twldMac 5- 'o8y2U1 ' 1 8 9 20?& dfO1M1119 no. WOOD AT HEAD.SILL.OR JAMBS SO a 0.95 MIN. MJ5-�9A CONCRETE AT HEAD.SILL OR JAMBS fa - 3000 PSI MIN. C-90 HOLLOW/FUM BLOCK AT JAMBS Pm.2DOO PSI MIN. 1Wo1 sheet q of • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• To�acHCt�t00a • ••• •i •.tiva:,%R WLLW LLIpS ��V a 4ANCHOR/CTP ES CUP ANCLTC TO awawrrtj • : • • • PS•TO PIT SINN M INTO TUBE MULLIONS HC' • • • • • -� D1A•IENSION OF TUBE - 9/32" ••• • ••• • ••• • z MULLION CLIP MULLION CUP SNUG FIT INTOSNUG FIT INTO TUBE MULLION '• a' TUBE MULLION 'Co.gR'C(`'TYPES •• • • • ••_ ••• •• " .N• __"___ 4/CUP •• ••• • 1iTT0•FR t-- • • • • • • V • g a A ---------- 1/2' - 1 $ MAX. MULLION MULLION •d - HOLLOW/Fd.LEO BLOCK FILLED BLOCK z CONCRETE �11 E7 CONCRETE to ° z � o teY dtg 2BY MULLION3oN 7 ° MULLION CUP MULLION CLIP W sNuc FIT INTO sNuc FIT caro TM MULUON a TUBE MUUJON m °�b d L) -- r------- a. •4 r------- 1 e I _ _ z Q N� 1 I p 1 1 I � •.o Tn 1 a n 1 1 1 j I s MAX, MAX. �c AINCHORS: CA�i HORS: TYPE 'BB'- 1X M& a arum BY!ELCO vu-m KSI."155 KS) TYPE 'CB'- 1/4•MA n atom BY'ELCO' (Fu-177 KSI.F3-1S5 M) m m INTO 28Y WOOD BUCKS OR WORD STRUCTURES DIRECTLY INTO GROUT FELLED BLOCKS $1O WITH 1-1/2"MIN. PENETRAXON INTO WOOD(HEAD/SILL/JAMBS) WITH 1-3/4'MIN. EMBED INTO BLOCKS (JAMBS) THRU 1BY WOOD BUCKS INTO HOUJOW/FIU.ED BLOCKS TYPE'CC'- ya"DIA a a=BY'FLOC' (Froin X%Fy-i-K9) WOOD BUCKS NOT BY CURVATECH WITH 1-1/4'MIN. EMBED INTO BLOCKS(JAMBS) DIRECTLY INTO CONCRETE MUST SUSTAIN LOADS IMPOSED. TYPE 'BC'- 1/4"INA UL1TtAt`AN BY'ELCO' (Fu-177 KSI.Fy-155 KSI) WITH 1-3/4"MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) YHRU 10Y WOOD BUCKS INTO CONCRETE AHMM EDGE DISTANCESCM9 WITH 1-1/2"MIN.EMBED INTO CONCRETE (HEAD/S1U./JAMBS) INTO CONCRETE AND MASONRY- 2-1/2' MIN. v ppPE 70M - $ Maim M2F_ INTO WOW STRUCTURE = 1'MIN.PRODUCTFWISBD INTO CONCRETE AND MASONRY- 2-1/2"MIN. srnmplyiaRwUnBwFTgRBa a INTO WOOD STRUCTURE - 1° MIN. a No 241 �o°H^9 no. WOOD AT HEAD,SILL OR JAMBS SO - 045 MN. DOD M95-19A CONCRETE AT HEAD.SILL OR JAMBS Cc -3000 PSI MIN. C-80 HOLLow/FILLED BLOCK AT JAMBS Pm m 2000 PSI MN. ;y ucl sheet 5 of 5 .. .. . . . .. .• . . . . • . . • . . . . • . •. z4 all ALUM ANGLE 1-5/B'LONG f'�2'TUBE) B14 S.M.S. 2-5/11'LONG R-V TUBE) 2/A (CHART CBC) 3-5/8'LONG R 4".B'Ac r TUBES) 3/ANGLE(CHART CCC) N Z ACCESS HOLE Z LEGS RE1 TWO CLIP TUB MUWON X14 S.MS. 0 2/ANGLE(t21ART Com) __-_ S/ANGLE(CHART CCC) g .. --- ---- ---- ------------- TUBE LRALION W p Ih V�6e o 10 ---------- - --------------- ------ --- --- z r"ICAN BE � t 4 All EEMiM yf f tem=� 1 S� i t DCtECTIO.tl �p�• 1 iyj yi of 1 1 1 1 014 FA S.MS. I I 1 1BY OR 20Y 2/ANGLE(CHART ,a B) i � TUK MULLION I I TUBE MULLION 3/ANOLE(CHART C; i a 1 1 f 1 C ANCHORS DETAIL11 METAL TO METAL CONNECTIO& SEs cede Eagr:nx J LYVL. D PPRODUCT B C.0.&. AcceplmrceNo01� P. f DtLLo ZOgs dPe•fig no. Si M95-19A sheet 6 of B 2.10—2.50se 2:55-3:35 w*W Pun W-*-IVtm w wwbncs w.nw vc¢ W-WWVw w-a*W nu w-ww vt*w-*w up wwrw nUPW-*w-nw V&ft -nes W-*W-vcs wwarw nur WasW.Ptw w-wwmcvr%doA.vuua w* • • • 0000•• ••• • 0000 •• ••0 •0 0000 0.0s00 • 0000•• • • 0 0000 •0.0.0 • • 0000•• 0000 • 0609:60006-• - • • • 0 • • 0000•• • • • • • • 000000 •• •