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HomeMy WebLinkAboutAPPROVED FL1850-R13 Accordion Shutters_000001/12/2U21 Florida Building Code Online 03/18/2021 REVIEWED FOR CODE COMPLIANCE ST. LUCIEBusiness _ & Professional RegulationCOUNTYBOCC Permit: 2103-06a0 BCIS Home Log In User Registration Not Topi¢ submit Surcharge Stats B Facts put,11-1 ns Conta Us BCIS Site Map Links Search By: isenhourd Date: 03/18/2021 dbpr uses: Fubrc user wroduct Approval product Apr) —al Menu > EM=l - aWM12ar h p or Aoy > pyylica[lon Lis[ > Appltion Detail ica FL Jt FL1850-R13 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastern meta Isom Authorized Signature Bill Feeley lmdriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category s Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Handcopy Received Florida Engineer or Architect Name who developed the Walter A. Tllit, Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity N t' nal Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John ampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FLI850 R13 COI H V ACr' RDION RTIFI ATE OF IND P ND IV F pQ Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabuilding.org/pr/pr_app_dtl.aspx?param-wGEVXQwtDgsg%2f%2ftCOhpJQoeiShOCDr(dGUrOENA7XInmYs4flBG15Q%3d%3d 1/3 03/18/2021 ® ;.NN €�g� _ I gqp � � a c o gq - p a 6 •�x AM Q im �^ ;� Via\ ;� - ' ; _��� I �, _ �gR� j O 9aCr W i{a{ - .oao � — ar�,z 03/18/2021 j7E 31 e n p}-1W a��W / S V ® ® o ® nla 0 1vtIv43S ® ...... o zee o F�� a3� 30 yx J; a - �o a� ®¢S ea o 2 r _ Q U U � O W O ^ =J ;O J O Q yU 2 - m N } W 0 iax o �S® L. 03/18/2021 # §"E?@ a 1p; ' a3 T _ srx koc� 7WW j�oN g,k"mN o -ayg F ❑ �tk� ao=�� ¢Y' leg FITF �kGo8g= sWg �' jc g$�yWo� ■moo; „g. 8`3 �5'E73Wn � .iaLIA ml R�gPg�33"J 10 _ O nwan i > _ 2 03/18/2021 03/18/2021 ES gY�uS A _ �dipC-� pd s . o �. 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FL # Model, Number or Name 1850.1 Bertha HV Accordion - Blade 3 (HVHZ) Drawing* 17-103 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf positive ASO load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 ;Bertha HV Accordion Shutter (Combo) - HVHZ - Dmwing*17- 102 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HVl blade w/o window blade for conditions indicated on schedule # 1 , sheet 12. And 12'-3" for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 50.3 Bertha HV Accordion Shutter - Blade 1 Only y Description minum olaaes rR iaeci cogetner mru KnuCKles and retained by tracks to provide hurricane protection. Installation Instructions --- FLI850 R13 11 H V ACCORDION SHUTTER SYSTEM BLADE a INSTALLATION INSTRUCTIONS Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports 1L1850 R13 AE H V ACCORDION SHUTTER SYSTEM BLADE EVALUATION REPORTodf Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions FL1850 R13 11 H V A ORDION SHUTTER SYSTEM BLADE INSTALLATION ATIO IN Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R13 AE H V ACCORDION SHUTrER SYSTgM BLADEJ2 EVALUATInu Created by Independent Third Party: Yes aluminum interlocking blades retained by tracks (top and bottom) for storm protection https://floridabuilding.org/pr/pr_app_Otl.aspx?param= GEVXQwtDgs9%2t%2ftCOhpJOoeiShOCDrfdGUrOENA7XInmYs4flBG15Q%3d%3d 2/3 03/18/2021 3� aN BZa1B2Z 61 \� . .:� . � �- . . -/\22..�.�.�222222222222.. ..�....... � ....... � ........ . ................. .......... �� � .22 . 03/18/2021 0 Via€ . .......... 03/18/2021 =-a CNN _-Fn;at _ Lj 10 R _ ........... ,Mp111111 �; aa� ea 03/18/2021 Ld m iIt _'Qa3aa CL �3 x oo a=v�iS 7'F oe L ggm ^ O 3r rh �cR la MO + f-3 - 2pY`s� o• •a Ld ,. 03/18/2021 E �� �T oN 03/18/2021 13 8 g-3�\RY oea® 9 FW1 y 7 l q _ s 03/18/2021 03/18/2021 •' - $� � G LR{ ^�i I W . ; N` � � � VI ; a i� N vwi� • I O v�i a;$g i___ .i Tl 1 E3Bry I kix cn cc oo II o p' as a i 11 Eeo O , ,9 "ii r',Ji Z y4 may` Ilk�;....QP r Oit - �^ � - I I i n � MOB7,a it it C7 I � ° p.3 Lj g_____ o'i3_ Bp li I II g5 ii �j 4' o :Rag- 1'1212021 Florida Building Code Online 03/18/2021 Drwgft 17- I122 Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. span is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HVI blade, 8'-0"for +64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HVI and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Installation Instructions 11850 R13 II H V ACCORDION SHUTTER SYSTEM BLADE 1 [N TALLATION IN TR ION HVH odf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R13 AE H V ACCORDION SHUTTER SYSTEM BLADE 1 EVALUATION R PORTpdf Created by Independent Third Party: Yes iatj= :: 2601 alai. stone Roaa Taaba« FL l 99 phone: eso-68)-laza The State of Florida is an WEED employer. Pfivacv Stateme :: Refund Statement U tder Florida law, email addresses arc public records. If you do not want your a -mail address released in response to acpubli e IrecoN, mix—, do not and electronic mail to his entity. II—, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •pursuant to Semon 455.275(1), Mond, St effective October 1, 2012, licensees I—— under Chapter 455, F.S. must pmvlde Me Department with an email address if they have one. The email, provided may be used for ofncial communication with Me Ilce— However email addresses are public fecoM. If you do not wish to supply a personal address, bMase provide the Department with an email address which can be made available to the public. To determine f you are a licensee under Chapter 455, FS., pie— click here . proJuct •pproval Re-P.: - a SCL'W'l1�'METKICJ' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsg%2fp/o2ftCOhpJQo iShOCDrfdGUrQENA7XI nmYs4flBG150%3d%3d 3/3 03/18/2021 1 L ECO IfVC- TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. tilteCOC.a .com Fl. P.E. Llttlue No. 44167 F I. C.A. Liornse No. 0006719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0709.05 DATE: July 09, 2020 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB -CATEGORY: Accordions PRODUCT NAME: BERTHA H.V. ACCORDION SHUTTER SYSTEM HV BLADE 1 W/ OR W/O HV WINDOW BLADE SUBMITTED BY: American Shutter Systems Association, Inc. 4268 Westroads Drive, West Palm Beach, Florida, 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A-S.S.A.), based on Rule Chapter No. 61G203, Method 1d of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT tP E D 1' Drawing No. 20-169, titled 'BERTHA H.V. ACCORDION SHUTTER SYSTEM", HV BLADE #1 W/ OR W/O HV WINDOW BLADE, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/R6F2l!(�� This drawing is an integral part of this Evaluation Report. No. 44167 ,r o' STATE OF '`COR10, ' 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - F51v,6>✓�Y1ER 03/18/2021 PRODUCT EVALUATION REPORT NO.20-0709.05 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as perASTM E 8. Report No. 11 CM- 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Markrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2615 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report # 8GM-693, dated July signed and sealed by Frank E. Grate P.E. as per ASTM E-8. `` �P��ERA; T!�(�j✓,, EN SF —�o.44167 Y2��o'•• STATE Of °,,. S/ONAAIE.. 03/18/2021 PRODUCT EVALUATION REPORT NO. 20-0709.05 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 (for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade for Keystone Mounting) And per ASTM E-1886 and E-1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 20-169 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.), Drawing # 20-169. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing #20-169. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 20-169. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.20-169. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.20-169. The HV Blade Working in unison with HV Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 20-169. Minimum separation to glass shall be as indicated on sheet 19 of 20 of drawing # 20-169. \GEN'SF .44167 o'•. STATE OF 03/18/2021 PRODUCT EVALUATION REPORT NO.2"709.05 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No.20- 169. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 20-169. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D), drawing No. 20-169, prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame structures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 20-169. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). DER! :. 'wENSF 4 L 44167 � � 90,r:•.F�ORIOP. WATTLE D:1 TILTECO ADMON RECORDS 1 P. E. REPORT.201 AMERICAN SHUTTER SYSTEMS ASSOCIATIO�J�JC'l' H.V. ACCORDION SHUTTER SYSTEM HV BLADE 1 W1 OR W/O HV WINDOW BLADE 1 DRWG # 20-1 R1 20-0709.05 03/18/2021 °�W tt6B�5Ecc G X5dANuid ,z ffi x Z r pryp�� 9� 3 BZa1B2Z 61 / } ! ON f/ }`(D �3 | , ; \ R: •` - ` -.-