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HomeMy WebLinkAboutProduct Approval FLORIDA BUILDING CODE, 5th Edition (2014) / ASCE 7-10 Ter �� l ' CATEGORY WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING Engineering Services,Inc. 5 1600 S.Federal Hwy Ste 207,Pompano Beach,FL 33062 For Buildings with a Mean Roof Height of 60 Feet or LessFILE CL 1954)784-6991 Tel"1954)781-5708Fox amonda®c5es.com•CA•25854 DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4") DESIGN PRESSURES FOR EXTERIOR ZONES("Zone 5"1 ULTIMATE WIND SPEED (mph) - >n Mean Roof Tributary Area(sq.ft) Mean Roof Tributary Area(sq.H) Height Height EXPOSURE CATEGORY= C (ft) 10 15 20 25 30 35 40 45 50 (ft) 10 15 20 25 30' 35 40 45 50 15 37.8 36.8 36.11 35.5 35.1 34.7 34.4 34.1 33.8 15 7 8 "(,8 36.1 35.5 35.1' 34.7 34.4 34.1 33.8 Tables are valid for the following conditions only: -41.0 40.0 -39.3 -38.7 -38.3 -37.9 -37.6 -37.3 -37.0 -48.6 -47.2 -46.1 -45.2 43.8 i 1 Wind Speed,(V.,,,3-second gust)= 170 mph 16P40.2 35.6 35.2 34.9 34.6 34.3 16 38.3 37.3 35.6 35.2' 34.9' 34.6 34.3 2 Risk Category:11(General Residential and Commercial -40.5 39$ 39.3 38.8 38.4 38.1 37.8 37.6 51.3 49.31 47.8 46J 45.8 45.I 44.4' 43.8 .43.3 Construction), 17 I 36. 3 .0 35.6 35.3 35.0 3 . 17 38.8 37.8 37.1 3 .5 36.0 35.6 35.311 35.0 34.7 3 Exposure Category C -41.1 -40.3 -39.8 -39.3 -38.9 -38.6 -38.3 -38.0 -52.0 •49.9 -48.5 -47.3 •46.4 -45.6 -45.0 -44.4 -43.8 4 'Topographic Factor(Kzt): 1.0(Flat Terrain) 18 38.2 37.5 36.9 36.5 36.1 35.7 35.4 35.2 18 39.3 38.2 i 37.5 36.91 36.5 36.1 35.7 35.4 35.2 5 Directionality Factor(Kd): 0.85 -41.6 -40.8 -40.3 -39.8 .39.4 -39.1 -38.8 -38.5 -52.6 -50.5! -49.0' -07.9'i 47.0 46.2 45.5 44.9 44.4 6 For situations requiring Kd=1.0,multiply the values m 38.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 39.7 38.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 these tables by 1.IS. Verify Kd requirements with local 19 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 19 -53.2 -51.1 -49.6 -48.51 -47.5 -46.7 -46.01 45.4 -44.9 building official and product approvals before use. 20 39.1 38.3 37.8 37.3 36.9 36.5 36.2 36.0 20 40.2 39.1 38.3 37.8 37.3 36.9 36.51 36.2 36.0 7 Enclosed Building Gcpi=0.18 -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 51.7 50.1 -49.0' -48.0 -47.2 -46.5 -45.9 -45.4 Consult an Engineer for any other conditions 22 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 22 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 -44.4 -43.4 -42.6 42.0 41.5 41.1 40.7 40.4 40.2 -54.9 -52.7 -51.2 -50.0 -49.0 -48.2 -47.5 -46.8 -46.3 Instructions 24 41.7 40.6 39.8 39.2 38.7 38.3 38.0 37.6 37.4 24 41.7 40.6 39.8 39.2I 38.7 38.3 38.0 37.6 37.4 I Tables show the"worst case"design pressures,with any 45.3 44.2 43.4 42.8 42.3 41.9 41.5 41.2 40.9 -55.9 -53.7 -52.1 -50.9' -49.9, -49.1 48.4 47.7 -47.1 unknown variable at its critical condition. 26 42.4 41.3 40.5 39.9 39.4 39.0 38.6 38.3 38.0 26 42.4 41.3, 40.5 39.91 39.41 39.0' 38.6 38.3 38.0 2 'rabies are valid for any roof slope. For reductions for roof 46.0 44.9 44.1 43.5 43.0 42.6 42.2 41.9 41.6 -56.8 -54.6, -53.0 -51.8� -50.8 49.9 -49.2 -48.5' 47.9 slopes less than 10 degrees,consult Engineer for site 28 43.1 42.0 41.2 40.5 40.0 39.6 39.2 38.9 38.6 28 43.1 42.0' 41.2 40.51 40.0 39.6 39.2 38.9 38.6 specific analysis. -46.8 45.6 44.8 -44.2 43.7 43.2 42.9 42.5 -42.2 -57.7 -55.4 -53.8 -52.6! -51.6 -50.7 -49.9 49.3 1 48.7 3 Calculate the average roof height. If average cannot be 30 43.7 42.6 41.8 41.1 40.6 40.2 39.8 39.5 39.2 30 43.7 42.6 41.8 41.1 40.6 40.2' 39.8 39.5 39.2 determined,use the peak roof height Round up the roof 47.4 46.3 -45.5 -44.8 44.3 -43.9 -43.5 -43.2 -42.9 -58.6 -56.3 -54.6 -53.3 -52.3'1: -51.4 -50.7 -50.0 49.4 height to the next highest table value 44.3 43.2 42.3 41.7 41.2 40.7 40.3 40.0 39.7 32 44.3 43.2 42.31 41.7 41.2 40.7 40.3 I 40.0 39.7 4 Calculate the tributary area(length x height)of the opening 32 -48.1 -4t 46.1 45.4 -44.9 -44.5 -44.1! -43.8 43.5 -59.4' -57.0 -55.4'' -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 in question.Round the tributary area down to the next 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 smallest table value. If the tributary area is unknown,use 34 34 the most critical value(10 square feet). 48.7 47.5 46.7 46.0 45.5 45.1 44.7 44.3 44.0 60.1 57.8 56.1 54.8' 53.7 -52.8 -52.0 -51.3 -50.7 36 45.4 44.2 43.4 42.7 42.2 41.7 41.3 41.0' 40.7 36 45.4 44.2' 43.4 42.7 42.2 41.7 41.3 41.0' 40.7 5 Area between structural mullions shall be used as tributary -49.3 48.1 47.2 46.6 46.1 45.6 45.2 44.9 44.5 ±0.8' -58.5 -56.8 -55.4 -54.4 -53.41 -52.7 -52.0. -51.3 area. 38 46.0 44.8 43.9 43.2 42.7 42.2 41.8 41.5 41.2 38 46.0' 44.8 43.9 43.2 42.7 42.2' 41.8 41.51 41.2 6 Determine the Zone(Interior 4,or Exterior 5)of the 49.9 48.6 47.8 47.1 46.6 46.1 45.7 -45.4 -45.1 -61.5' -59.1 -57.4 -56.1 -55.0; -54.1 -53.3 -52.6' -51.9 opening. An opening with any portion closer than distance 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 "a"to a building corner shall be considered in an Exterior 40 40 ! Zone(5),otherwise if all of the opening falls more than -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8' -58.0 -56.7 -55.6 -54.6 -53.8 -53.11 -52.5 distance"a"from a building corner,the opening shall be 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8 42.4 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8, 42.4 44 44 ! considered in an Interior Zone(4). -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 -63.5 -61.0 -59.2 57.8' S6.7 55.8 -54.9 -54.2 1 -53.6 48 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.6 43.2 48 48.3 47.0 46.11 45.4 44.8 44.4 43.91 43.6 43.2 7 Distance"a;"as refered to above,shall be calculated as the -52.4 -51.1 -50.2 49.5 48.9 48.4 -48.0 47.7 47.3 -64.6 -62.1 -60.3 -58.9 -57.8, -56.8 -55.9'' -55.2 •54.5 smaller of 10%of the minimum building width or 40^i of 52 49.1 47.8 46.9 46.2 45.6 45.1 44.7 44.3 44.0 52 49.1 4Z8 46.9 46.2 45.6 45.1 i, 44.7 44.3 44.0 the height,but not less than 3 feet. 53.3 •52.0 -51.1 -50.3 49.8 -49.3 48.8 48.5 48.1 -65.7 -63.2 -61.3 -59.9, -58.7 -57.8 -56.9 -56.1 -55.5 8 Read the worst ease positive and negative design pressures 56 49.9 48.6 47.6 46.9 46.3 45.8 45.4 45.0 44.7 56 49.9 48.6 47.61 46.91 46.3 45.8 45.41 45.0 44.7 fur use as required by governing building department. -54.1 -52.8 -51.9 -51.1 -50.5 -50.0 -49.6 -49.2 -48.9 -66.8' -64.2 62.3 60.8 59.7 58.7 57.8 57.0 56.3 F' 1 i_ 60 50.6 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 60 50.6 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 a ;� 54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65 1 -63.2 -61.7 -60.5 59.5 58.6 57.9 57.2 General Notes _ I These tables list allowable pressures(Wu),given as 0.6'WW,,where W„is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed(Vult)and the variables given herein. Emma T.Mellinger, P.E. 2 These tables are not valid as a site-specific drawing F L P.E.#50049 s 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables,and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T.Mellinger,P.E.,and shall not be reproduced in whole or in part without her express written consent. Date: August 31,2016 Not valid without Signature and Raised Embossed Seat 3/14fZ017 Florida Building Code Online Business & �n�i cif: Professional Regulatia BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida _ pr '.•�Product Approval USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL12549-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Impact Technology, Inc. Address/Phone/Email 7860 W 25th Ave. Hialeah, FL 33016 (786) 367-8740 impact.technology@ymail.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email 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 Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation &Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL12549 R5 COI Indep.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code hftps://flori dabui ldi ng.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDgvG4Aty8U aH dKcn°/`2fTufl dQ5RsO3m kXDtB7efgVOgOfJegp/o3dp/o3d 1/2 M4017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/26/2015 Date Validated 04/23/2015 Date Pending FBC Approval 03/04/2015 Date Approved 04/24/2015 Summary of Products FL# Model,Number or Name Description 12549.1 Accordion Shutter Accordion Shutter with Aluminum or Polycarbonate Blades Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12549 R5 II Dwg.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Reference installation instructions for additional FL12549 R5 AE Evalrev.Ddf limitations of use. Created by Independent Third Party: Yes Back Next Contact Us:: 2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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 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 be used for official communication 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 a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ME F Rid Credit Card Safe https:/Moridabuilding.org/pr/pr_ppp dti.aspx?param=wGEVXQwtDgvG4Aty8UaHdKcng/g2tTufldQ5RsO3mkXDtB7efgVOgOfJeg%3d%3d 2/2 M IAM I•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wgw.miamidade.sov/economy Covestro,LLC 119 Salisbury Road Sheffield,MA 01257 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:Makrolon Polycarbonate Sheets APPROVAL DOCUMENT: Drawing No. G08-01,titled"Polycarbonate Sheets",sheet 1 of 1,dated 09/12/2008,with revision C dated 10/19/2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each sheet shall bear a permanent label with the manufacturer's name or logo,city,state, model/series and 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 and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION 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 NOA#12-0605.05 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.15-1014.01 MIAMMDADE COUNTY Expiration Date:August 27,2017 0/0Approval Date:January 21,2016 1114,1ZC'i�' Page 1 Covestro.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. G08-01,titled"Polycarbonate Sheets",sheet 1 of 1,dated 09/12/2008,with revision C dated 10/19/2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#12-0605.05" Report No. Test Date Seal&Signature 1. B2577.01-106.31 ASTM D1929/2843/635/638 04/27/12 G.T.Hartman,P.E. ASTM D2565 "Submitted under NOA#08-0926.15" 2. 72305.01-106-18 ASTM D192912843/6351638 08/06/08 Joseph A. Reed,P.E. ASTM G155 3. 72305.02-106-18 ASTM D1929/2843/635 08/19/08 Joseph A.Reed,P.E. 4. 72305.03-106-18 ASTM D1929/2843/635 08/21/08 Joseph A. Reed,P.E. 5. 72305.04-106-18 ASTM D1929/2843/635 08/21/08 Joseph A.Reed,P.E. 6. 72305.05-106-18 ASTM D1929/2843/635 08/22/08 Joseph A.Reed,P.E. 8. 72305.06-106-18 ASTMD1929/2843/635 08/26/08 Joseph A. Reed,P.E. 9. 72305.07-106-18 ASTM D1929/2843/635 08/26/08 Joseph A. Reed,P.E. 10. 72305.08-106-18 ASTM D1929/2843/635 08/26/08 Joseph A. Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5'1 edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 08/27/2015,signed and sealed by Javad Ahmad,P.E. 2. Certificate of Amendment of Certificate of Organization dated 09/22/20IS. "Submitted under NOA#12-0605.05" 3. Statement letter of code conformance to 2010 FBC and no financial interest issued by Al- Farooq Corporation,dated 05/18/2012,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#08-0926.15" 4. Certificate of merger of Sheffield Plastics Inc,and Bayer MaterialScience LLC,dated 03/31/2009. Carlos M.Utlrera,P.E. Product Control Examiner NOA No.15-1014.01 Expiration Date:August 27,2017 Approval Date:January 21,2016 E-1 pgOUCT_PROPERTTES �- �___..-_-•._ TEST RESULTS MAKRObONO POLYCARBONATE SHEET 1 GP GP UV AR EX GP--GENERAL. PURPOSE. TEST 1/3Y 1/16-To 1/2'IleTO 1/2" 1/8"TT) 1/Y 1/e'10 V2•{ SL-ENHANCED UV PROTECTION Q PEST DESCRTPTION Y6TH0II T16CIDNESS i19C108SS THICKNESS DLICKF m OR MESS C O SELF ICNRION TEMP.- AS1M 01929 _ 102TF - 1040'F 1027i ! Io4o tosa�F AR-ABRASION AND UV RESISTANT 0 9 IL FLASH IGNITION TEMP. -_ ASTM 01929 824T- 824-F 8247E ffWF 542'f 15-LONG TERM WEATHERABLE 0 SMOKE UENSIIY MTWO(W1X. ASTM 2843 43_7%� 69-4% 57.7% 50.9% _ 51.5R POLYCARBONATE SHEETS CAN BE CLEAR OR COLORED O�i a — --- AVERAGE RATE OF BIRNMN3 ASTN 0835 _ -' — -- V WITH POLISHED, MATTE OR TEXTURED SURFACES. � BURNING RATE LASS ASTM D63S CC2 CG1 - - CC1.� CCt CC1 d TENSILE STRENGTH(MEAN) ASTM 0638 B866 11071 0 0. P51 P51 0 W 4: FORE AFTER t Q 3 6 *WEATHERING PER SECTION 2612 OF TINE FLORIDA BLOC. CODE. LL N F C n_ I P_E UCT__D-M$C IPT[ON: X POLYCARBONATE SHEETS ARE EXTRUDED FROM POLYCARBONATE ni PRODUCT PROPERTIES RESINS WITH PRIMARY USE AS GLAZING FOR WINDOWS, SKYUGTHS n It1 SYSTEMS. AND UGHT TRANSMITTING TEST RESULTS V o 15 I 1 M_AKROLON HYGARD`QSHEET STANDARD SIZES ARE UPTO 120" LONG AND 96" WIDE. m } /: ---` CUSTOM SIZES ARE ALSO AVAILABLE. CG 600-�- I BR 1000 1 BR 1250 b15 1250 m I CG 375 EX 500 Cr. 750 EX 1000 EX 1250 BR 750 LX 1300 '- TEST .34D'OVERALL 530"OVERALL1.741W OVERALL11.05"OVEWU Lao'OVERALL.775"OVERALL IAW OVERALL MAKROLON POLYCARBONATE MATERIAL COMPLIES WITH THE REOUMREMENTS a TEST DIiSCRLPTION METHOD iHICIWESs THICKNESS ` THICKNESS 1 ?IDCIDiE55 T1II10NE55 11ACILNESS MIGKNESS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE - - ------ - ZONE (HVHZ). SELF IGNRION TEMP. ASTM_01929 910E --__-69G F - - 696T _I 876 F _ —69vr MAKROLON GP REPRESENTS THE UNCOATED POLYCARBONATE SHEET V N FLASH IGN1110N TEMP.- - ASTM D1929 7]4_F 806 F 621T' 6807E FAB'F-_ AND IS APPROVED FOR USE IN EXTERIOR APPLICATIONS WITHOUT SIAOKE DITNSNIY RAT91G(MAX) AS1Y 2843 69.6% __50 GX _ __ 45X 50 6% 45.3% THE UV PROIECIIVE } "'( AVERAGE PATE OF BURNING ASTM am ., __.�. _.._..._..._ �405 YL/LIN 9L/MIN. MAKROLON GP ALSO INCLUDES: 8 BURNING RATE CLASS ASiM 0635 ---_CCt --.-_CC1 __..., -.. CCI CC2� CC7 ..1 OP, GP MATTE. GP PEBBLE, GP PRISMATIC AND GP SATIN. ! �{ I �R NJAKROLON HYGARD CG 376 ,y1L�({Q1a „�y�Nll�k�j; 1000 M(11L$Ql.i,tiT,-I1YSirABQ��RR 700 <� 9 3/16" MAKROLON AR-1 POLYCARBONATE SHEET IMAKROL.ON HYGARD EX 1000 1/8"MARROLON AR--I POLYCARSONATE SHEET tt 9$ I 025'/16 POLYURETHANE INTERLAYER it/8'MARROLON AR-t POLYCARDONATL SHEET 1.025' '025' POLYURETHANE INTERLAYER3/16" LInKROLON AR-1 DOLYCAR80HATE SHEET ,025"POLYURETHANE INTERLAYER 1/2'ACRYLIC SHEET3/8-MAKROLON POLYCARBONAIE SHEET POLYURETHANE INTERLAYER UI) THIS IS A COUPONENT APPROVAL AND DOES Not INCLUDE AN MAKROLON HYGARD CG 50D .025' POLYURETHANE INTERLAYER 1/8"MAKROLON AR-1 POLYCAR TE SKEET EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. Jt1AKROLON ITYCARD�EX SOO 3/8'MklcROION 1N7LYCARBONATE SHEET MARR01_21N HYGARDlb 1L60 SYSTEMS INCORPORATING THESE COMPONENTS SHALL APPLY FOR �^r o«- .025" POLYURETHANE INTERLAYER A NOA TO THE MIM9-DADS COUNTY PRODUCT CONTROL DISK),1/8' MAKROLON AR-1 POLYCARBONATE SHEET 1/8"MAKROLON AR-1 POLYCARBONATE SHEET �AAUQj.N-,UY_G.ARD*.ETC 1300 AND SHALL SUBMIT TEST REPORTS AND OTHER REWIRED DOCUMENTS .m .025" POLYURETHANE INTERLAYER I SHOMNC THAT THE SYSTEM USING IHESE COMPONENTS WILL RESIST cwe u 1/4' MAKROLON POLYCARSONATE SHEET 1/9" MAKROLON AR-1 POLYCARBONATE SHEET -- _3�tAKROIAN HYGARe B1t�,�Q THE LOADS ACCORDING TO CHAPTER 18 OF THE FLORIDA BLOC.CODE. -�-�- .025'POLYURETHANE INTERLAYER � 025"POIYVRETFUNE INTERLAYER. 1/8" MAKROLON AR-1 POLYCARSONATE SHEET MAKROLON HYGARD RX 125Q 1/2"MAKROLON OP SHEET 025-POLYURETHANE INTERLAYER En91:JAVAD AHKW a3 1/8'MAKROLON AR-1 POLYCARBONATE SHEET .' tt411� 3S MAKjiOL.nN TIYGARD�CG 76,Q .025'POLYURETHANE INTERLAYER i.02'ACRYLIC SRELY -x��T�� p 7oso2 ;.025'POLYURETHANE IN7ERIAYER m"Oyba ftCo&lm8rFlLdA51/8' MAKROLON AR-1 POLYCARBONAIE SHEET .02"MOLYUR N POIYCARBONATE SHEET '1/8'MAKROLON AR-i POLYCARBDRATE SHEET 1 CoV.025" POLYURETHANE INTERLAYER .025'POLYURETHANE INTERLAYER `1/2 MNLROLON POLYCARBONATE SHEET 1/2"MAKROLON POLYCAR80NATE SHEET.025' POLYURETHANE INTERLAYER .025"POLYURETHANE INTERLAYER Uy drowing T:o 1/8' MAKROLON AR-1 POLYCARBONAIE SHEET 1/8'MAKROLON AR-1 POLYCARBONATE SHEET `�•� G08-01 (ilwet 1 of j - I Ak Architectural Testing ASTM 1330,ASTM E 1886,and ASTM E 1996 TEST REPORT Rendered to: SHEFFIELD PLASTICS INC. PRODUCT TYPE: Makrolon Polycarbonate Sheet Storm Shutter Simulator �a���uuunuuii� M, U, `.�` N,§ y - IV � ' * : No.57795 STATE OF ' T'•. c p •''� This report contains in its entirety: Cover Page: 1 Page Report Body: 9 Pages °�°�¢�•� Sketches: 2 Pages 2006.04.24 10:04:52-04'00' Report No.: 63949.01-109-44 Test Date: 03/23/06 Through: 03/28/06 Report Date: 04/20/06 Expiration Date: 03/28/10 130 Derry Court York,PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com AL Architectural Testing ASTM E 330,ASTM E 1886, and ASTM E1996 TEST REPORT Rendered to: SHEFFIELD PLASTICS INC. 119 Salisbury Road Sheffield,Massachusetts 01257 Report No.: 63949.01-109-44 Test Date: 03/23/06 Through: 03/28/06 Report Date: 04/20/06 Expiration Date: 03/28/10 Project Summary: Architectural Testing,Inc. (ATI)was contracted by Sheffield Plastics Inc. to perform testing on four 3mm thick Makrolon Polycarbonate Sheet storm shutter simulators. The samples met the performance requirements set forth in the referenced test procedures for a ±80.0 psf Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 4. Test specimen description and results are reported herein. Test Procedures: The test specimens were evaluated in accordance with the following: ASTM E 330-97e1, Test Method for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference ASTM E 1886-02, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-02, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen Description: Product Type: Makrolon®Polycarbonate Sheet Storm Shutter Simulator Overall Size: 6 2-1/2"wide by 6 2-1/2" high Makrolono Polycarbonate Sheet Size: 3mm thick by 6 0-1/4"wide by 6 0-1/4"high Finish: All brick mold was painted white. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com AL / 63949.01-109-44 Architectural Testing Page 2of9 Test Specimen Description: (Continued) General Construction: The frame was constructed of wood brick mold. All corners were butted. The storm shutter consisted of a single 3 mm (0.118")thick sheet of polycarbonate. Installation: The storm shutter simulator was installed into a Spruce-Pine-Fir wood buck. At the interior of the buck double layered wood 2 x 4 members were utilized and secured together with 8d nails. The wood brick mold was secured to the 2 x 4 members with 8d nails located 1", 12" from ends and midspan of each brick mold member. The polycarbonate sheet was secured to the brick mold with 1/4" x 2-1/2" long wood lag bolts with 3/4" diameter flat washers. The simulator was secured to the wood buck with #10 x 3" long pan head wood screws,secured 12" on center at the exterior perimeter. Test Results: The following results have been recorded: ASTM E 330 Uniform Load Deflection (Deflections reported were taken on the left jamb) (Loads were held for 30 seconds) 80.0 psf(positive) 0.19" max. 80.0 psf(negative) 0.09" max. ASTM E 330 Uniform Load Deflection (Deflections reported were taken on the center of the polycarbonate sheet) (Loads were held for 30 seconds) 80.0 psf(positive) 3.92" max. 80.0 psf(negative) 2.63" max. ASTM E 330 Uniform Load Structural (Permanent sets reported were taken on the left jamb) (Loads were held for 30 seconds) 120.0 psf(positive) <0.01 max." 120.0 psf(negative) 0.02 max." ASTM E 330 Uniform Load Structural (Permanent sets reported were taken on the center of the polycarbonate sheet) (Loads were held for 30 seconds) 120.0 psf(positive) 1.35" 120.0 psf(negative) 0.95" Note: See ATI Sketch #1 for transducer locations. Ak 63949.01-10944 Architectural Testing Page 3of9 Test Results: The following results have been recorded: ASTM E 1886,Large Missile Impact Conditioning Temperature: 73°F Missile Weight: 9.0lbs Missile Length: 8'4" Muzzle Distance frorn Test Specimen: 17.0 ft. Test Unit#2 Impact#1: Missile Velocity: 50.0 fps; orientation within±5° of vertical Impact Area. Center of panel Observations: Missile impacted target, dented lite, and there was no penetration. Results: Pass Impact#2: Missile Velocity: 49.8 fps; orientation within±5° of vertical Impact Area: Top right comer of panel Observations: Missile impacted target, dented lite, and there was no penetration. Results: Pass Test Unit#3 Impact#1: Missile Velocity: 49.6 fps; orientation within±5° of vertical Impact Area: Center of panel Observations: Missile impacted target, dented lite, and there was no penetration Results: Pass Impact#2: Missile Velocity: 49.8 fps; orientation within±5° of vertical Impact Area: Bottom left comer of panel Observations: Missile impacted target, dented lite, and there was no penetration. Wood brick mold was cracked. Results: Pass Ak 63949.01-109-44 Architectural Testing Page 4of9 Test Results: (Continued) ASTM E 1886,Large Missile Impact Conditioning Temperature: 73°F Missile Weight: 9.01bs Missile Length: 8'4" Muzzle Distance from Test Specimen: 17.0 ft. Test Unit#4 Impact#1: Missile Velocity: 50.0 fps; orientation within±5° of vertical Impact Area: Top right comer of panel Observations: Missile impacted target,dented lite, and there was no penetration. Results: Pass Impact#2: Missile Velocity: 50.1 fps; orientation within±5° of vertical Impact Area: Center of panel Observations: Missile impacted target, dented lite, and there was no penetration. Results: Pass Note: See ATI Sketch #2 for impact locations. Ak 63949.01-109-44 Architectural Testing Page 5of9 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#2 Design Pressure: ±80.0 psf Table 1 "Cyclic Pressure Differential Loading", Section 11,Paragraph H.4.2 POSITIVE PRESSURE Pressure Average Cycle Maximum Deflection at Indicator inch Range Number of Time (inch) g cycles s (seconds) #1 #2 #3 #4 16.0 to 40.0 3500 3.81 0.45 0.06 0.73 1.90 0.0 to 48.0 300 4.26 0.21 0.15 0.54 1.42 40.0 to 64.0 600 2.10 0.28 0.17 0.62 1.63 24.0 to 80.0 100 2.97 0.31 0.34 0.24 2.05 Permanent Set 0.01 <0.01 0.09 0.19 NEGATIVE PRESSURE Pressure Number of (Average Cycle Maximum Deflection at Indicator(inch) g Ran a Time s cycles seconds #1 #2 #3 #4 24.0 to 80.0 50 3.01 0.32 0.19 0.60 8.24 40.0 to 64.0 1050 2.94 0.33 0.20 1.77 7.26 0.0 to 48.0 50 1 3.58 0.01 0.20 1 0.01 7.14 16.0 to 40.0 3350 2.46 <0.01 0.02 1 0.01 8.55 Permanent Set <0.01 0.01 <0.01 1.25 Result: Pass Note: See ATI Sketch #1 for transducer locations. Ak 63949.01-10944 Architectural Testing Page 6of9 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#3 Design Pressure: ±80.0 psf Table 1 "Cyclic Pressure Differential Loading", Section H, Paragraph H.4.2 POSITIVE PRESSURE Pressure Number of AverageTme Cycle Maximum Deflection at Indicator(inch) Range cycles (psf) (seconds) #1 #2 #3 #4 16.0 to 40.0 3500 3.05 0.17 0.11 0.20 2.06 0.0 to 48.0 300 3.69 0.16 0.12 0.20 2.06 40.0 to 64.0 600 2.95 0.21 0.16 0.24 2.37 24.0 to 80.0 100 3.92 0.26 0.31 0.21 2.71 Permanent Set 0.05 0.02 0.03 0.96 NEGATIVE PRESSURE Pressure Number of Averageme Cycle Maximum Deflection at Indicator(inch) Range Time # s seconds 1 #2 #3 #4 24.0 to 80.0 50 2.47 0.40 0.51 0.35 3.02 40.0 to 64.0 1050 2.26 0.30 0.36 0.28 2.61 0.0 to 48.0 50 4.09 0.23 0.29 0.21 2.45 16.0 to 40.0 3350 2.46 0.20 0.22 0.21 2.30 Permanent Set 0.01 0.01 0.01 0.12 Result: Pass Note: See ATI Sketch #1 for transducer locations. Ak 63949.01-109-44 Architectural Testing Page 7of9 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#4 Design Pressure: ±80.0 psf Table 1 "Cyclic Pressure Differential Loading", Section 11, Paragraph IL 4.2 POSITIVE PRESSURE Pressure Number of AverageTme Cycle Maximum Deflection at Indicator(inch) Range cycles psf) seconds #1 #2 #3 #4 16.0 to 40.0 3500 2.93 0.19 0.25 0.16 1.54 0.0 to 48.0 300 4.31 0.21 0.26 0.16 1.76 40.0 to 64.0 600 2.85 0.28 0.33 0.19 2.19 24.0 to 80.0 100 3.42 0.34 0.37 0.24 2.52 Permanent Set 0.01 0.01 <0.01 0.14 NEGATIVE PRESSURE Pressure Number of AverTgme Cycle Maximum Deflection at Indicator(inch) Range cycles #1 #2 #3 #4 (psf) (seconds) 24.0 to 80.0 50 4.28 0.31 0.34 0.22 2.29 40.0 to 64.0 1050 2.27 0.27 0.22 0.18 2.12 0.0 to 48.0 50 4.63 0.11 0.18 0.07 1.16 16.0 to 48.0 3350 2.88 0.08 0.14 0.06 0.90 Permanent Set 0.01 1 0.02 T 0.02 0.07 Result: Pass Note: See ATI Sketch O for transducer locations. 63949.01-109-44 Architectural Testing Page 8 of General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTM E 1996 Test Equipment: Cannon: Constructed from steel piping utilizing compressed air to propel the missile(s). Missile(s): 2 by 4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Deflection Measuring Device: Linear transducers Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. List of Official Observers: Name Company Steven M. Urich,P.E. Architectural Testing,Inc. Jay Leader Architectural Testing, Inc. Nicholas R. Loughran Architectural Testing,Inc. Representative samples of the test specimen and a copy of this report will be retained by ATI for a period of four years from the original test date. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced,except in full,without the approval of Architectural Testing,Inc. For ARCHITECTURAL TESTING,INC. �.� 2 � sbr�r aerourer Jay Leader Steven M.Urich,P.E. Technician Senior Project Engineer JL:tla Attachments(pages) Appendix-A: Sketches(2) Ak 63949.01-10944 Architectural Testing Page 9of9 Revision Log Rev.# Date Pages) Revision(s) 0 04/20/06 N/A Original report issue Ak Architectural Testing Appendix A: Sketches Architectural ©ATE: 41510(o PROJECT NO.-6391&.01 SHEET OF a Testing , BY: JL _ PROJECT NAME:Sktttad�'lasl,c tic o e • c • e ♦ 3 ♦ a s � • v P • o � L • Architectural DATE: -*ISf64 Testing PROJECT NO. 43949.01 SHEET a OF ZkBY: JL PROJECT NAME:S hin qjATk&sk c s,=.k. s • e e • � e s x Y x • X � 3 5 � X e w 0 � ° s • . • • • '^ N ° • X e � X e � 0 0 0 0 •