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HomeMy WebLinkAboutAPPROVED REGENCY ACCORDION SHUTTER 20213/16/2021 Florida Building Code Online Comments Archived Product Manufacturer National Approved: Shutter Association LLC Address/Phone/Email 15701 SW 29 St. Suite 100 MIRAMAR, FL 33027 (786) 621-6706 peter@amdaluminum.com Authorized Signature ]alai Farooq veronica@afceng.com Technical Representative Cliff Yates Address/Phone/Email 8717 NW 117 St Ste 1 Miami Gardens, FL 33018 (239)225-9041 cyates@jup iter-ind ustries.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 the ]alai Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ]AVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16984 R3 COI SS - Regency Accordion Shutter fLMI) - CI 2020.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Sections from the Code httpS:/ifloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvSwYu9TrZNm7QkQElGjl4oDZp9mkwQAZiIW4LRe9OjfQ°/`3d%3d 112 fYi AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 16984 Date:08/7/2020 Detailed Product Description: Manufacturer: NATIONAL APPROVED SHUTTER ASSOCIATION Manufacturer Address: 15701 SW 291h STREET, SUITE # 100, MIRAMAR, FL 33027 Model Name: 'REGENCY'ALUMINUM ACCORDION SHUTTER 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_ For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes — No Mandatary Tests (Tested in accordance with TAS-201, 202, 203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E330 Uniform Static Fenestration 02/27/2009 FTL-5874 Carlos Rionda, P.E. & TAS 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 2020 Florida Building Code. Evaluation Report Engineer: ,I IIIJ1'// FARO �P.-'��cEIVSF•..Q No81152 ST ` Jalal Farooq PE # 83223 0 10/8/2020/ONAL �0G s r 1 AI-Farooq Corporation EB # 3538 1 1 E 1 1 4 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaraog@afcengxom 3/1612021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/08/2020 Date Validated 10/14/2020 Date Pending FBC Approval 10/22/2020 Date Approved 12/15/2020 Summary of Products FL # Model, Number or Name Description 116984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter. Shutter Limits of Use installation Instructions Approved for use in HVHZ: Yes FL16984 R3 II SS - Regency Accordion Shutter (LMI) DWG 14-02 (2020)_pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]alai Farooq PE # 81223 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 R3 AE SS - Regency Accordion Shutter-PAE 2020. pd Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyreght 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 L-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. -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 emails provided may he used For official wmmumcation with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are d licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: W1 ® eCn Credit Card Safe https:llfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvBwYugTrZNm7QKQElOji4oDZp9rnkwOAZiIW4LRe9OjfQ%3d%3d 212 ANCHORS TYPE INSIDE OR OUTSIDE CONC. BLOCK iLODD METAL x 2 X .003^ 1-1/2 X 2 X .093" 2x2x.093" 2X3x.093" 2 X 5 X 053" ALGL UM ANE AS RE00. AT BUILT -OUT CONDITIONS 10 X 3/4" TEKS O.0 END CONDITION AT 111 T— UT 2 X 2 X 1/8 " 2 X 3 X 1/a" 2 X 4x 1/8" ;s 2 X C X 1/8" ALUM TUBE (6063-76) #10 x 3/4' TEKS 3/ANGLE 1--1/2 x 3 x 1/8" ALUM ANGLE y X TOP & BOTTOM � X x y x X 1/4" 0 TAPCONS 2/ ANGLE pembiwalf]a- 10/8/2020 FL #16984 h' h � . O 0 m N U W � n x Co� LL �m ANCHORS TYPE A. U.C, C, E OR G AT I¢" O.C. h4A% C �� o CI O ra�q Q Ln V1 O COC Q � O BLOCK J D dODD METAL Q LQ 0 r jjz s w aIQ++ al 0 Q 3 _ No. 81223 $ ,• , � ^ draw 14-02 (3) 1/4" LAG. SCREWS ® EACH RAFTER 2" MIN. PENETRATION 2 x 5 X 1/8° ALUM ANGLE CONT, 1/4" PLYWOOD EXISTING SOFFIT 1,114 X 1' HEX HEAD SELF DRILLING SCREWS C 6' D.C. EXISTING WOOD TRUSSES 0 24' O.C. MIN. 2K4 MEMBERS MIN. S.G. = 0.51 FOR SHUTTER HEIGHT OF 72" MAX, DESIGN LOAD = 70 PSF FOR SHUTTER HEIGHT OF 84" MAX. DESIGN LOAD = 60 PSF FOR SHUTTER HEIGHT OF 96" MAX. DES ON LOAD a 52 PSF FOR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD = 46 PSF NO X V4' TENS @ 6 D.C. 'ANCHOR TYPE AN R SPACING INCHES UPTO Sit PSF ock woo 9 1 3.2 5.2 -- 9 - a 1/8" ALUM. ANGLES 1/4" THRU BOLT W/ WASHER & NUT AT 7-1/4" O.C. FOR LOADS UPTO 40 PSF AT 5-3/4" O.C. FOR LOADS UPTO 50 PSF A COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. 14 X 3/4" TEKS Q 9" D.C. FASTENERS AS PER SCHEDULES W/ 1-1/2" MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 4 X 1%8� {n E� 4 d H. ALUM6ANGLEB Q g n U N 8 Dapp O 0 tn O aw WOOD HEADER Ln O $ REQUIRED J i ¢ w �wmi Z Iv'I�o 12 5 — — $ Q 4 O W000 STu FASTENERS ® 24" O.C. SEE SCHEDULES REQUI ED z ON SHEFTS 2 & 3 Uµ TUBE n/ lol v- � — SCREWS 2" X 6" CONT. 0 EACH STUD W/ 2" Mlk PENETRATION W/ (3) 1/4" 0 X 5" LAG SCREWS INTC EXISTING STLO ® EACH STUD W/ 2" MIN PLNETRA71DN INTO EX15TING STUD o FOR SHUTTER HEIGHT OF 84 MAX. IDESIGN LOAD - 60 PSF [ FOR SHUTTER HEIGHT OF 98 MAX. DESIGN LOAD 52 PSF FOR SHUTTER HEGHT OF 108 MAX. DESIGN LOAD = 46 PSF v FOR SHUTTER HEGHT OF 120" MAX. DESGN LOAD = 42 PSF N INSTALLATION DETAIL ON EXISTING WOOD BUCKS. ABOVE DETAILS SHOWS CONNECTON OF 2X4 BUCK & IX4 ALUM TUBE TO WOOD STUDS TO O m PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. % FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. N,%Xlll l�I ll f,lp�/6 NN 7 p �� .• 11G�Nsg' •, g • L _ S No. 8922 21 �•,e r��� drawing no. 10/e/2020 '• ... ��� 14-02 FL #169845neet 6 of 7 SLAT SPAN - INCHES a 115E CHARTS 1 THRL 7 TO VERIFY ANCHOR a REQUIREMENTS AND STRESS LIMIFATIONS OF LOAD/SPAN COMBINATIONS FOR HEADER ANi] SILL, Z H N TYPICAL ANCHORS: 4 ANCHOR®_ 1 /4" DIA. ULTRACON+ BY 'DEWALT_ (F-164 KSI, Fy-148 KSI) 1 -3/4" EMBEDMENT INTO 3000 PSE GONG, 2-1/2" MIN, EDGE DISC 1-1/4" EMBEDMENT INTO C-90 BLOCK, 2-1/2" MIN, EDGE VIST. ANCHORO = 5/16' ❑IA. ULTRACON BY 'DEMT' (F—l" KSI, FI-155 KSI) 1-3/4" EMBEDMENT INTO 3000 PSI CONC., 3-1/8" MIN. EDGE DIST. 1-1/4" EMBEDMENT INTO C-90 BLOCK, 3-1/0" MIN. EDGE DIST. ANCHOR©= 1 /4" QA- TAPCON BY_'[M' (F-125 KSI, Fy=100 KSf) SLAT SPAN - INCHES 1-3/4" EMBEDMENT INTO 3000 PSI CONC., 2-1/2" MIN. EDGE DIST. SLAT SPAN - INCHES 1-1/2" EMSEOM£NT INTO GROUT FILLED C-90 BLOCK, 2" MIN. EDGE DIST. ANCHORCD� = " - TOTAL ANCHOR BODY INTO 3000 PSE CONC., 3" MIN. EDGE DIST. TOTAL ANCHOR BODY kNTO C-90 BLOCK, 3" MIN, EDGE DIST. ANCHORO = 11 /4" DIA. LAG SCRM 1-1/2" MIN PENETRATION INTO WDOD (S,G.e0.55}, I" MIN. E4GE DIST, ANCHORO = " DIA, KWIK- LEX SELF DRILLING SCREWS BY ' (F -129 K51, Fy-92 KSI) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/6" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK, MIN. (Fy - 36 XSI MIN.) (STEEL IN CnNTACT WITH ALUMINUM TO 9E PLATED OR PAINTED) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO, TILES, ETC.) m , n 40 S0 60 70 80 90 100 120 140 1 SLAT SPAN - INCHES SLAT SPAN - INCHES IR CHART 6 m m ANCHUR CHART 4 4 V z 1A o R , a ] a w 01 m �W Zn Ip I F am 0., �� aW U ZN „- ppWYI ❑P C 0 IYR O aw7LLi m LLz05 N L H— m40 5 io 50 60 70 S0 96 100 120 140 t50 INCHES p SLAT SPAN - Z p In 0 ■■■■■■■■■_■ N ■■ ■ME ME . -s 1.11S SLAT SPAN - INCHES o `Y559111f!!/fIV ^ a N0.81223 � � ' 3 q drawing9 no. 10/8/2020 '., �'' ��°��` 14-Q2 FL #16984 sheet 7 of 7 1/2' OIA. X 0" LONG NYLON BUSHING TYP. #14 x 2-3/' $7/ST SCREW WALL MOUNTS ANCHOR fAU-71!SE TYPE CO QM A A 7 - - B7 - - C 7 - - O 7 - 7 NYLON WHEELS IN METALLIC SUS" INC; TYP, I ,I MAX TYP SE TIO� N AzA FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEETS 1 & 2. FOR WOOD INSTALLATIONS SEE SHEET 6. N a ANCHOR CHART T6 USE -� TYPE . A 1 _ 2 B a C 5 7 _-Iff G INSIDE MOUNTS 11 1/2" PGA. X 11/16- LONG NYLON BUSHING TYP. u I )LA. X 11/18" LONG BUSHING G \ QONC. (WOOD ANCHOR CHAR TO USE METAL` TYPE N .MErA 6 5 C 0 G 5 SECTION B-B A U C TYPICAL ELEVATION I � q NfO. ®�723 3 4gc� drawing no. ANCHORS: EMBEDMENT 11 LOCI L .•' HEADER AND 51LL pETAILS CAN BE pISTANCEs EHOWN ARE BEYOND 10/8/2020�.��: .,���a..` 1 4-02 THE WALL & FLOOR COVERING FL #1A1B9B4 USED IN ANY COMBINATIONS. (Succo, TILES, E7C.) Yt BUILT -OUT CQUOITIQN BUILT -OUT HEADL ALT. BUI T-O T HEADE 4mu 01 LI ANCHOR CHART TO USE I d jF1 C. K ANCHOR CHART TO USE I \ ANCHOR LIBLOC TG uSE `H _ _ PE TYPEON B CK W 0 ZCON 1 9 q Iq z SL I ! 4 _ c 7 ©w M 4 2_ #14 % 3/4" - - 7 - - - __ SELF GRILLING SCREWS - - - 5 W - - iY. O d 4 0 4 AT 6" O.C. 0 CL ❑ f 0�w� o!i NC,\ 0 IG w - j \WOOD a a o, METAL I Q W N IL c 2 X 3% I/B" - 2 X 4 X 1/8" CC;NC, i Ci ..I 11 m a, 2%5% I/8" w/ BLOC x I W QWOmi '� r ALUM ANGLE W00 I z N 6063-76 W META a z N O N Z ANCHOR CHART TO USE S g TYPE NC. B OCK_ N = = S A I - - = o o o O ._ n' N �N Cl bS W Z 1LL L Ni Q N J I ANCHOR CHARY uSE r yy 3 APE E LD D 1 2 - - �'TI a I I earl Zp r ��ff #/4"#9p % 3/4" TEKS AT 6" G.C.0 AT 6. W #10 X 3/4" Vol IW"tl.4, SELF DRILLING SCREWS AT 6" O.C. // // / 2 X 3/LOCO CI 2 X 4/4"9LOC!(/ \ BLOCK0 2 X 5LLING SCREWS - /W00� 1 WOOD \ 0 ALUM ANGLE AT 6" O.C. ANCHOR CHART TO USE fMfETA / ANCHOR LHART Tq USE ETAL� d 6053-T5 PE p TYPE WO A A_ _ yyyyy11111!!+Y METAL ANCHOR 4CHm - a _1 - _ 4 _ _ L F _ _ C _ _ a - - No.61223 S e a - = ADJUSTABLE 51[L ALT. ADJUSTABLE- SLLL G SECTION C-C �� �Cgo� drawing 10/8/2020 '.°'' l 4-02 HEADER AND S17LDETAILS CAN BE USED IN ANY cFL #16984 +14111111y sheet 4 of 7 4.032 4.32 I OA9 259 R.241 R 112 R303 R.174 60fi�3--;T6 -4,636 4.032 .049 R.241 R_303 FLOATER SLAT 5063-T6 R.303 062 s9a � 4.610 FEMALE END SLAT 6063-76 a 2. 3.115 --2A62--q ,125 I I 1.265 -� 1.237 1.975 57 a ,718 WALL Ei 60 �Iy0tT21� FF_MAi F_ LOCKING SLAT I - 6063-Y6 6063-T6 .405 4f2 .BSB .980 1.636 60 AIT I" SDILT-OUT WALL HFao_RF 6063-T6 T 6063-T6 s.9ao------------ .125 ttP. 2.o0a 2XX 1/8'„ 2X4X 51/8 .._. 2 X 5 X I/8" 57 3.115- _718 25 060 .076 .5oa .375 1.297 875 094 1.044 1.359 154 2.334 R_UHI-OUT ANGLES 6063-T6 1.750 -may 1.FIT, .076 44 F_MR_FDOEP TRACK 6063-T6 725 .718 1.400� .891 I 1.484 1.044 4.167 THRESHOLD TRACK 6063-TS 2.805 .080 297 094 54 1.000 1. .1 MALE LOCKING SLAT LocKiNG SLATJNSER 9oTTQm SILL LBACE BOTTOM TRACK ADAPTER ALT B070M TRACK ADAPTER 6063--76 6063-T6 6053-T6 6063-Tfi 6063-T6 101812020 FL #16984 No. SUM f 1 X d t$ tfi drawing no. 14-02 L l0 4 }aays ` 1I 1T1 ff! zo--b 'OD &UIMOJP < s �M A` 11 ClbVd36d 1VH1 0d0038 d0 b33N10N3 IYNOi5S33O8d 3H1 3O 3?1M"DIS OW Tv3S 1VN101N0 UNV 31Y0 3H1 MY35 T1VHS '0'3'd SI HS -0 'M31A32 d03 SONMYJO OIJ173dS 311S 3Hl 03 Yl SIHl 01 1 H811S llYHS J33NEW '0'3'd 3H1 01 N33NION3 031VO213C V Sy ONI10V 'tla03AU J0 i133NI0N3 '0'3'd 3H1 JO 3Sn e36 08d 3H1 a03 31815NOd53N 38 II IM OHM ONV 133MNd 341 L'Od ('21'0'3) 9E1003N 30 J33N10N3 3H1 3NO338 TIIM HOfHM L0 LMO4 V 80 813NIONA 03431S103d VC11,101A Y Aa 03NYd3yd 38 llVHS 5103F0dd OEd103dS 39S-0 'SITY31 J11Y la 03a311V All 011VANI MOQISNOO 38 111M IN3Hm000 NOUVIl1vA3 13N00dd SIH1-0 '1N3Nna00 SIN1 00 0310130 SNOIIIONOO 3Hl VIONJ 31VIA30 LON S30C ZHS/3N 0301AOdld N OIlYi11YA3 10n O021d SIHI NO 03SYS M=Nd S1H1 jO N011b iWSNl 0NV 3SYHOTJnd 'NO110313S 3141 803 31015NOd53H 39 01 21013nLN03 -V �869i# l[,3 ZOZlSlOI C C C N a v o � 'Ot�L 3DSV d0 a H 51Nltl 3MEM03H dad SV 031V1n0TVO 30 1 oHS SOYOI N01530 ro ti 9 0 3 ; 'NOI1VOOl aV7nOIi8Vd 3H1 NOd OV01 NOIS30 03MnO3N 3141 80J AIIDVdYD 1'YlS AJkN3A Ol LNVHD 3ONVYWOJN36 iYIS 3Sn S3HON3 - NVd5 IVIS 091 OvT OET 02T OTT OOT 06 08 OL 09 n 7 w z Ol�n' n rm 7T N 5NN M DQ9 0 WEoA p m 'Y % N m o r O 0 N 'Dn w x z 2 w H Q z DO 13 m In H cl z 7 cl m T3 Uf T Oval 'UP =!OJ L2'6£ Wa a1Y936L • M OrOI 3hI1V03N OYOI 'Sad 11 .2 Na a6/Nrd6 1511291 • 13 OrOI 3All.s '9 naHl, E SJ33HS 33S SlIV13C NOIilnlY1SNl 60A LZOET '73 'JODJOJM 041# ol!nS laDJ1S 416Z 'M-S 40L54 N011V100SSV 83LLnHS (13AU&V 1YN0UVN '1N3rGiVIS ONIM01103 3H1 HIM NDOI 3A0@V IMI JO N3EW311 01,11)i001 NO O3X133Y 38 TTVHS 138V1 V N$i8W.,,.7ni1) 'V38V 3NOZ 3NV016bnH UIOD13A HOIH 301SInO SNOUrlV1SNI a03 O3aln03Zl ION N011VHVd3S SSVIo 'SINOZ 3N<jWMnH AL10013A HOIH NI SNOLLYl1Y1SM 903 SSVIO INOi13 NOIIY2Md3S 31V InDIVO Ol 18VH3 NO11331130 NVdS 3Sn {OSV) NOISM SUMS 3'18VMOTV, NO 03SV8 38V NMOHS SOVOI NOIS30 'Ot 'ATNO 000M O1NI SNOHONY JO NDIS30 NI O3Sn SI SE3815 31EVM01Ttl NI 3SVR*Nl NOIAYdlno OY01 Y '6 '-WOLWO ONIOTInE A8 03M31A3N 38 01 ONV J.131V0V83S 037A1VNV 30 01 3NV ONIMVdO SIHl Ni NMOHS 10N SNONION00 '00 3DNV1SIS3ii NO11VL11l13N1 831VM NO3 0NIN3d0 ONnQEV ONIIV3S (INV 10n0011d SIH1 9NIn13038 3NnlOnN1S Jo ADIM030V '1OnCCEd SIHI JO )-133V3 3311 'a'! 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