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HomeMy WebLinkAboutProduct Approval 3/30/2018 Florida Building Code Online r: fit, o • o p 1 s ® B 6 e ® e ® - [l " BCLS Home Log In. I User Registration I Hot Topics I Submit Surcharge I Stats&Fads PuWicauons FBC Staff aas Site Map I Links I Search d. '3 Florida .pr21 `ProdUCt Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detall -� FL# FL16984-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden,FL 33018 (786)621-6706 paloucks@gmaii.com Authorized Signature Javad Ahmad alMmoq@afceng.com Technical Representative Cliff Yates Address/Phone/Email 8717 NW 117 St Ste 1 Miami Gardens,FL 33018 (239)225-9041 cyates@jupiter-industries.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jesus Gonzalez,P.E. W Validation Checklist-Hardcopy Received Certificate of Independence FL16984 R2 COI SS-Regencyr Aluminum Accordion Shutter-CI 2017.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By / https:Ufloridabuilding.orgipr/pr app dtl.aspxTparam=wGEVXQwtDgvBwYu9TrZNm7QkQE10jl4oJwy)(a9FHrhf2HgFgUQVL7wp/a3d%3d 1/2 3/30/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/14/2017 Date Validated 12/17/2017 Date Pending FBC Approval 12/19/2017 Date Approved 02/13/2018 Summary of Products FL# Model.Number or Name Description 16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter. Shutter Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16984 R2 II SS-Regency Aluminum Accordion Shutter- Approved for use outside HVHZ:Yes 2017 DWG W14-02.adf Impact Resistant:Yes Verified By:Javad Ahmad PE 70592 Design Pressure:+200/-200 Created by Independent Third Party:Yes Other:See drawing 14-02 for span vs load combinations and Evaluation Reports installation details. FL16984 R2 AE SS-Reoency Aluminum Accordian Shutter- PAE 2017.pdf Created by Independent Third Party:Yes a<.ck Ns.xt Contact Us::2601 Blair Stone Road.Tallahassee FL 37399 Phone:850-487-1824 The State of Florida is an AA/EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850AS7.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a persona address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please dick here. Product Approval Accepts: eCt(sl Credit Card Safe https://floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvBwYu9TrZNm7QkQElOji4oJwyXa9FHrhf2HgFgUQVL7w%3d%3d 2/2 -WkWAL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3• METHOD 1 OPTION D FL 16984 Date: 12/13/2017 Detailed Product Description: Manufacturer: NATIONAL APPROVED SHUTTER ASSOCIATION Manufacturer Address:8717 NW 117 STREET,SUITE#1,HIALEAH GARDENS,FLORIDA 33018 Model Name:'REGENCY'ALUMINUM ACCORDION SHUTTER Maximum Span:150" Maximum Load:+200 PSF,-200 PSF(Large Missile Impact) Installation Drawings#W14-02 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with TAS-201,202,203) TEST DESCRIPTION , TEST LOCATION ; TEST REPORT TEST Test DATE REPORT# Sealed by ASTM E330&TAS Uniform Static Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E. 202 Air Press. Testing Laboratory FBC 1626.2 Large Missile Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E. (TAS 201&203) Impact& Testing Laboratory Cyclic Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: NO MA.......... • No 70592/`•• - ,9• STT OF�� Javad Ahmad PE#70592 �'��S�ONALE��`� Sealed:12/14/2017 AI-Farooq Corporation EB#3538 9360 Sunset Drive STE 220 1 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afcene.com I alfarooq@afcens.com a DEFLECTION CURVE AT 100 PSF SLAT PERFORMANCE CHART V ACCORDION SHUTTER EI.8622884 PaTFTFTE LOAD a.ee:meA OEFLECT'tON CURVE FOR P09ITIVE LOADS ONLY P NPAIM OR D,FOR M LOAD IcmnVIC LGAO 0 Z u."26M g GPAR49.27 FSR NEO.LOAD 09 m N H N .a „f F �Fz11 W Q9p U. LL x o a ED J m Z �7a 63 70 80 90 lee 110 12e 13e 14e 150 R FEES' SLAT SPAN - INCHES W P 0 z La MINIMUM SEPARATION FROM GLASS a c W SEPARATION REQO.DUE TO WIND LOAD I SEPARATION RFOD.WE TO C M SHUTTER BRAN H N. LARGE MISSILE IMPACT r J DESIGN LOAD Pd.� PSF FOR SMT SEPARATION Ig FACTOR-K•Pd/100• IN. SPANS UPTO ' RFMNO FROM SPAN 0.CURVE.D. IN. g8• 2-1 DEFLECTION AT Pd-KfO.� N. 120' _ 3' C MIN,SEPARATION READ.•K*D+1'. N. 130• 3-1 4 T FOR INSTALLATIONS UPTO 30'OF GRADE USE MAGNUM OF WIND LOAD OR IMPACT LOAD REQUIREMENTS SHOWN ABOVE to. FOR SFT:LL 171 ABOVE 30'OF OWE IGNORE LARGE MISSILE IMPACT REQUIREMENT. < NGT+HD PARE Di sI0T0A 9WL eE IN=3W ADM GRADE TO MME LARGE LGS9E NPAff REOMUSIEM.If` N �x USE SPAN DEFLECTION CHART 70 CALCULATE SEPARATION FROM GLASS 0 LARGE MISSILE IMPACT RESISTANT PRODUCT FOR INSTALLATIONS M HIGH VELOCITY HURRICANE ZONES. 60 70 80 90 100 110• 120 130 140 ISO COMPLY WITH TAS 202, 201 AND 203 OF FBI GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES _ HIGH VELOCITY HURRICANE ZONE AREA USE SMT PERFORMANCE CHART TO VERIFY SMT CAPACITY GENERAL FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(67H EDITION)/2017(6TH EDMON)FLORIDA DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS H RRR BUILDING CODE INCLUDING WON VELOCITY HURRICANE ZONE(HVHZ). OF ASCE 7-10. 2 DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL'LATEST EDITION. 3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN 4. MATERIALS INCLUDING BUT.NOT LIMITED TO STEEVh1TAL SCREWS,THAT PRODUCT' MARKING c° COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. FL #16984 N S. ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ° . AND INSTALLED PER INSTRUCTIONS.SPECIFIED EMBEDMENT TO SASE ` F 11 AA MATERIAL SHALL BE BEYOND ABOVE LOCK WITH THE FOLLOWING STATEMENT WALL DRESSING OR srutKx. NATIONAL APPROVED SHURER ASSOCIATION A CONTRACTOR ON of THISBE R�o"SIBUZ DUCT GASSED ON THIS PRODUCT�LvALUAMOr°� i4N��i'i 6. ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024-T4 8717 N.W. 117 STREET SUITE #1 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� yP.•'�� '''•,, OR 7076-T8,OR PLATED STEEL.WINO NUTS TO BE OF ZINC ALLOY. ON THOCU IS DMENT. 7. DEM CRRERt1 FOR SLATS MAX DEFLECTION S THE LESSER OF L,/30 OR 2'• HLALEAH GARDENS, FL 33018 8-7WD PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INLeJJO IF 7LI682 8. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ALTERED IN ANY FOR A SITE SPECIFIC PROJECT.I.e.LIFE SAFETY OF 1HIS PRODUCT,ADEQUACY c-SITE EER OR MTECTPROJECTS SHALL DE PREPARED N A FLORIDA REGISTERED OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR FORTH OR PROJECT MIG01 Will BEOOME THE FNSIIBLE FO RECORD LEOAR y FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER WATER INFILTRATION RESISTANCE ETC. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEDMEDi F dmwing 110. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ENGINEER TO THE P.E.D.ENONFER SWILL SUBMIT TO THIS LATTER THE � •'• AND TO BE REVIEM BY BUILDING OFFICIAL, SPECIFIC DRAWINGS FOR REVIEW. �i� '. ORI0..�•''�\;,��� 9. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF D-THIS PE.%SHALL BEAR THE DATE AND WON&SEAL AND SIOP)ATURE SRFW A�sS/fl •�q,-02 Lam.`A ANCHORS INTO WOOD ONLY. FOR INSTALLATION DETAILS BEE SHEETS 3 TNRU 0. THE kCFESSIOM ENGINEER OF RECORD THAT PREPARED R. A A N�' AYsheet oT Seeled:12/14/2017 4.5T1 3415 3.115 _---6.000 O 4.032 2062 2082 .125 049 4 .fi28 .425 1.285 1.237 1 .125 7YP, 259 f.9T5 _IL {{ i R.241 R.172 2600 p-1.2f�-�( 1'237 L 2•� 2 X 3 X tj8; Q �„ 8303 fL174 { i x ' T .718 2X8% 1%8' 6083-T6 .738 �tFt 4.638 .718 COUNG HEAD R .f�ILT•-OUT AN a p c'If cry 4.032 6063-70 6063-T6 ~ WALLES ER $ 8063-76 4.118 3.062 4.116 p FU03 41 7.000 2.062 1.250 2.062 ,i26 fJ QA SLAT ,125 2.800 L 888 6083-78 .750 . 1.285� 1.237 p4 R.303�A62 2.600 1.265-W 1.237 500 1 c aaa 1.507 •632V71 718 ALT, 1' alllL7-DL1T WALL}DEADER �i M 1.810 f FEMALE F WD C AT j:�I T-OU WALL HEAGM 6063-TS /.t2'S a tL 6063-16 6063-TB m8 g N 5.11 S p 2040 4.062 3 ! 5.115 4 2.000 2.082 EMBEDDED TRACK .076 2000 6063-T6 ��• 750 .125 2062 2.126 1.000 1.970 2,250 2A44 �-- 3,550 .125 1.725 .718 2.800 1.285^+l 1.237 .078 S10 r' 1 33) 7.237 1 { 691 2.225 •718 f f Y.._ 1.464-I 1.044 e 2442 ° .718 4.167 FEMALE.LOCKING SLOT 6053-76 2- sulLT-OLrr WALL NF° ALT,_2"..BLULT--Q!'T WALL H_ THESHO D TRACK g 6063-T8 6063-T8 8053-T5 2070 1,556 ,583 .718 1,725 .060 2MS FL #16984 ° .078 .405 If fit ° 2.2so 1.970 1.000 ole 500 .` A� A� . 0, i ..j 2444 2726 T----2 1.375 s7S tai .09a tom)7 X094 •`` y.• ,•, •,, .5158 08 960 1.635rAl L L : 3 _ _ No.70582 .614 J7.044 1.339 .154 .154-17.000 2.258 .269 �•*- 2.805 3,005 2471 2834 000 ''y A f drawing no, MAIC OCKINS.�LA7 LOCKING SLAT INSERT 80T74#A S1L TRer.K 80TTOM TRACK ADAPTER T. S/ate 6063-TB 6063-r6 6063-T6 6063-T8 �' ���06063-Te ADAPTER S It 11 t17t1 Bheet 2 of Sealed:12t1412017 WALL MOUNTS INSIDE MOUNTS SHUTTER WIDTHANCHO R _ _ C WDp - - - B AEd NYLON = IN M A�LLICEE�BU TNG ••• 7YP. D D GQw-1 \-1/NYLON eU5HUi0/18'U)N6 p TYP. MAL Ed 1/2"OU. X LONG p� NYLON BUSH A 5E R14 X2-3/4' sr/sr SC EW c o 1 � ]TYPICAL ELEVATION o oil. LL7 b _ I 1 .350 MAX TV 1 I 1 I I o 1/Y DW.X 11/18'LONG NYLON BUSHING TYP. 00 1 !J 1 NYLON BUSHING 18'LONG G •LObK - OR o ANCHORS SAME AS HEADER - �T SECTION A-A _ _ _ SECTION B-BI FA�TYPICAL EDGE DISTANCE ANCHORS:EMBFAMENT h EDGE dmWing no. CONO.8:BLOCK o 12d(12 ANCHOR DWAETfJt3) OISTANCFS SHOWN ARE BEYOND (��p•�••....RIO�`.••' '� OZ FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEETS 1 k 2. WOOD! HEADER AND SILL DETAILS CAN BE THE WALL k FLOOR COVERING ��O J �`� FOR WOOD INSTALLATIONS SEE SHEET 6. FOR LESSER EDGEOISTANCES SEE MEET 7 OF 7. USED IN ANY COMBINATIONS. (stucco,•TILEs,ETC.) FL #18984 i,�A1ALT �% eneet 3 or. SeWed:1211412017 BUILT-OUT►T C NQ DITION BUILT-OUT HEARER ALT. BUILT-OUT HEADER �� A1ICHOR to 0R ---- _ _ o I 1_ _ 5EU'DRIWNO SCREWS QF AT 6"O.C. _ bf 1 g fea kt 17;" !1 i i f f i 2X4%i/6' I E/. jMSIxaaj_1[B" I 1 f OOOYYY f aaa3-Tett�E — — — — g O [BLOCK-IMMUMALl _ all i 1 , f , /10 x 3/4"Tats / /10 X 3/4"7EKS f ! AT S"O.0 t ti AT6'0.0.�\ Ed 10 X " AT 8'O.C. DO.C.3/4X,SCREWS 2X3X 1J8S•' 1AT 8'4X3/4' / / / �' f M ALUMSANOYDRICNO SCREWS /,M W 6063-Te %I lift# C.BLOCK MEDfL AN R - _ _ _ `�� �tV 1�tr��iir •i _ - ACULISTABLE SILL ALT, ADJUSTABI F SU _, N0.70682 f •y �q ySECTION C-G i OF `�� diawiny no. i1'. �i OR10t..•' �� 14— 21 HEADER AND SIL.DETAILS CAN usED IN ANY COMBINATIONS. FL #16984 Sealed:1211412017 z x OP SLAT ANCHORS TYPE ANCHORS TYPE A,D,C, D,EOR0 A.O,C.0,EOR0 7 I0'O.C.MAX. AT 1$'O.C. vQ� $CONC. CK K — — BLOCK. aaa FOR MIN, SEPARATION11 2K ALUM M1ANSEE��)) , GLASS MENDClE(1YP SEE DETAIL LEFT ♦ 2 LOCK HANDLE CAN INSIDEO INSTALLED •SECTIONLD"'D �. B K 0 t X2X.093' 2 X2X 1/$' 1-1/2 X Z%.093 2 X 3 X i/$` 2 X 2 X.093 2 X 4 X 1/$' 2 X 3 X.093• 0 10 X 3/4'TEKS FILL a X 1/$' zzsx:��' 8 lE'D.C. ALUM TUBE(00$3-T$) ALUM ANOLE AS CONDITIONS"T BUILT-OUt / f0 X 3/4'TENS /1O 3/ANGLE o 0 1z•o.G. •�� 1-1/2 x 3 x 1/$" ♦�i i1 1 T FAY/ • ALUM ANGLE `��p�Q♦Q AN•���"��r TOP&BOTTOM www`� x x X x !f4'0 7APCONS N.70592 rr 0 Cb DMON AT BUILT-b rr nXEO CORNER OEAI %............ , M �, FL #16984 AI.1-. ' [!T;;] (lift sheat 5 of 7 Seefed:12114/2017 (3) 1/4-LAO.SCREWS 0 EACH RAFTEIRFASTENERS 2'MIN, PENETRATION AS PER SCHEDULES W/ 1-1/2'MIN.PENETRATION 2 X 5 X 1/8' TO DOSTING WOOD HEADER ALUM ANGLE CONT. 2�3 X X 2 4 8: 2 X B X 1/6 PLYWOOD ALUM ANGLE F W;nNG SOFFIT fj z 0 2' Kl z —fr7l-ml 014 X lif HEXHEAD SELF DRILLING SCREWS 6• EL cy DMINGWOOD TRUSSES 0 24"D.C. I I WOOD HEADER 42 MIN.20 MEMBERS I I REQUIRED MIN.S.C.-0.51 14 X 3P�MG D.C. HEADER CONNECTION TO WOOD TRUSSES 7, FOR SHUTTER HEIGHT OF 72:MAX DESIGN LOAD: 70 PSF FOR SHUTTER HEIGHT OF 84; DESIGN LOAD 60 PSF a FOR SHUTTER HEIGHT OF K.DESIGN LOAD- 52 PSF FOR SHUTTER HEIGHT OF 1013*MAIL DESIGN LOAD -46 PSF EQ. EQ. EQ. I W000 STUD �7 0 24 D.C. GFASTENERS _ #10 X 3/4'TM 07 I F\ OD t D.C. SCHEDULES a 6,O,Q ' ON SHEETS 69 2 3 p X 4*X VB'CONr.ALUM TUBE Q W/(3) 1/4 0 X 4-LAO SCREWS 2*X 6'COW. 0 EACH STUD W/2-MIN PENETRATION W/(3) 111V 0 X 5'LAO SCREWS INTO E)=NO STUD 0 EACH STUD W1 2'MIN PENETRATION INTO OUSTING STUD 3/4' FOR SHUTTER HEIGHT OF 84:MAX. DESIGN LOAD 60 PSF FOR SHUTTER HEIGHT OF 96 5 MAX.DESIGN LOAD 2 PSF ERf FOR SHUTTER HEIGHT OF 108:MAX.DESIGN LOAD 46 PSF FOR SHUTTER HEIGHT OF 120 MAX DESIGN LOAD- 42 PSF 2 4 x I 7. ;ALUM.ANGLES INSTAUMON DETAIL ON EXISTING WOOD BUCKS cu. 2 5 ADM DETAILS SHOWS CONNECTION OF 2X4 8=& 10 ALUM TUBE TO WOOD STUDS TO iv PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. 1/4'IHRU SOLT W/WASHER&NUT FOR INSTALLATION DETAILS OF HEADER/SILL To CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. 0 AT 7-1/4*O.r-FOR LOADS uFro 40 PSF AT 5-3/4'D.C.FOR LOADS UPTO 50 PSF 7 AW IWOO E m-=IWOOD=7- No.70692 COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HOW-8 Fr. rowing no. 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