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Home My WebLink AboutProduct Approval Patricia Papandreopoulos,#8227373 2716 Pineview Dr. Fort Pierce, FL 34946 Installing 17 hurricane fabric panels. 10 11 12 17 13 14 ------- -- ---------------------- -------------......... .......... I Hurricane Fabric Panel 88"x 60" FL 15208.1 + 1 i0"'.'7, 39.2 -- ------------ ------------- -- 2 Hurricane Fabric Panel 50"x 64" FL 15208.1 + 131.7, -141.4 3 Hurricane Fabric Panel 50"x 64" FL 15208.1 + i31.7,�-'41.4 4 Hurricane Fabric Panel 46"x 48" FL 15208.1, + X32.5, 43.0 5 Hurricane Fabric Panel 56"x 48" FL 15208.1 + 132.1, 42.1 6 Hurricane Fabric Panel 47"x 49" FL 15208.1 + 132.5,.-'!42.8 7 Hurricane.Fabric Panel 116"x 90" FL 15208.1 + 129 2, 36.2 16 15 1 � 8 Hurricane Fabric Panel 116"x 90" FL 15208.1 + 29.2, -'36.2 9 Hurricane Fabric Panel 29"x 49" FL 15208.1 + 133.5, 44.8 10 Hurricane Fabric Panel 57"x 71" FL 15208.1 + i 31.2, 40.3 ill Hurricane Fabric Panel 47"x 49" FL 15208.1 + 13 2.5, 42.8 112 Hurricane Fabric Panel 47"x 49" FL 15208.1 + 132.5,;;-:42.8 Ov 13 Hurricane Fabric Panel 497 x 48" FL 15208.1 + 32.4,;-;42.7 14 Hurricane Fabric Panel 49"x 48" FL 15209.1 + 132.4, 42.7 115 Hurricane Fabric Panel 49"x 48" FL 15208.1 + 132.4, 116 Hurricane Fabric Panel 88" x 48" FL 15208.1 + 17,Hurricane Fabric Panel T48-x 48- FL 15208.1 + 132.5,.- 42.8 Company: The Home Depot At Home Services Job Description: Installing 16 hurricane fabric Prepared By: Amber Client Name: Papandreopoulos Project Number: 8227373 Version 10.0 _ /A W I N�W/�IL� conforms with ASCE 7-10 StiuotureslntemaUonal LLC_ fy' t'-.A sem,..,. DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING C N Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 Building Width(ft) 52 Exposure Category C Building Length(ft) 49 Directionality Factor 0.85 Roof Slope (x:12) 3 Internal Pressure Coefficient+/ 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 Hurricane Fabric Panel 5 5 88 60 30.7 -39.2 2 Hurricane Fabric Panel 5 5 50 64 31.7 -41.4 3 Hurricane Fabric Panel 5 5 50 64 31.7 -41.4 4 Hurricane Fabric Panel 5 5 46 48 32.5- -43.0 5 Hurricane Fabric Panel 5 5 56 48 32.1 -42.1 6 Hurricane Fabric Panel 5 5 47 49 32.5 -42.8 7 Hurricane Fabric Panel 5 0 116 90 29.2 -36.2 8 Hurricane Fabric Panel 5 0 116 90 29.2 -36.2 9 Hurricane Fabric Panel 5 5 29 49 33.5 -44.8 10 Hurricane Fabric Panel 5 5 57 71 31.2 -40.3 11 Hurricane Fabric Panel 5 5 47 49 32.5 -42.8 12 Hurricane Fabric Panel 5 5 47 49 32.5 -42.8 13 Hurricane Fabric Panel 5 5 49 48 32.4 -42.7 14 Hurricane Fabric Panel 5 5 49 48 32.4 -42.7 15 Hurricane Fabric Panel 5 5 49 48 32.4 -42.7 16 Hurricane Fabric Panel 5 5 '88 48 31.1 -40.1 17 Hurricane Fabric Panel 5 5 48 48 32.5 -42.8 Width of End Zone(a)in feet=4.8 I 5 h - Y i �0 5 5 - Y STRUCTURES INTERNATIONAL,LLC ...Pao:Si rad.,etsiwc:�.u.en.:o tka F::uleTe" . 5/5/2015 4:43 PM Florida Building Code Online Page 1 of 2 Hurricane Fabric Panels 7777 7 75 i V F'Orida '(teutat�tmen(u BCIS Home Log In User Registration Hot Topics Submit Surcharge ;Stats&Facts i Publications FBC Staff BCIS Site Map Links ;,Search Busines� RA!,� > Professin�l Product approval USER:Public User Regulation e Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail , �� - FL# FL15208-RO Application Type New Code Version 2010 Application Status Approved Comments Archived El Product Manufacturer Hurricane Fabric, LLC Address/Phone/Email 1500 SW 30th Ave Units 4&5 Boynton Beach,FL 33426 (941)893-7900 Scott@hurricanefabric.com Authorized Signature Scott Purcell scott@hurricanefabric.com Technical Representative Scott Purcell Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach,FL 33426 (941)893-7900 scott@hurricanefabric.com Quality Assurance Representative Yehuda Bar-David Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach,FL 33426 (561)742-3756 yehuda@hurricanefabric.com Category Shutters Subcategory Fabric Storm Panel Compliance Method Evaluation Report from a Florida Registered.Architect or a Licensed Florida Professional Engineer L- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who John Kampmann Jr. developed the Evaluation Report Florida License PE-47516 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2014 Validated By Frank L. Bennardo,P.E. `.) Validation Checklist-Hardcopy Received Certificate of Independence FL15208 RO COI Certificate of Independence 12-0226.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QR... 8/7/2012 Florida Building Code Online Page 2 of 2 J ASTM E303 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect 1`1_15208 RO Eguiv Equivalence Letter-ss.pdf Sections from the Code Product Approval Method Method 1 Option D i Date Submitted 02/15/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/09/2012 Date Approved 04/03/2012 Date Revised 04/20/2012 Summary of Products FL# IlModel,Number or Name Description i 15208.1 Astroguard Fabric Hurricane Protection System 'Limits of Use Installation Instructions Approved for use in HVHZ: No . FL1S208 RO II Installation Drawings 12-0226.pdf Approve f as out We HVHZ:Yes Verified By:John Henry Kampmann Jr.,PE PE-47516 mpact Resistant:Yes Created by Independent Third Party:Yes Design pressure: +60/-60 Evaluation Reports Other: FL15208 RO AE Product Evaluation Report-12- df Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 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 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 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: EStr;,t EM . ( OYZ.QY1 x.Curily+4i 1lic �,5r'� ftED j j ... war�;3lsp Val53yn http://www:floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 8/7/2012 x . mill FIR iall I 9! N I A " 11� , I � €� RAO, 9 Rp i� � . _ _ s FR ear. $ R Rgo R R All m a� ms a m$ o 19 Jill mg will rt'v of N � r � � . n 2010 FM 004-MH Vn=IY HLWU M!ZOM WWWAfK IGNIMY AM o-dbm. A.iti R[V OOCI\TI m Z ASTRO GUARD HURRICANE FABRIC LLC xx/xx/xx-RESERVED FjM EA \ O 1PO M 50 N N N Wind Abatement System aXYrMK 03105 ENGu4EER5,INc. NN KOM __ A N "Mu Oufff Nw- °�°0 PbAda 31233 N m !II'NMlIOtlpYaffA�C.a1M p41 Ott Ck-p72 FDR SNCND SEE i18IE5 I. A MM CKM FILLEDCULL.1 ONlN CMU.OR TSREmm gEui lag �`'1045 1 CSPACE M WD CUU HXM(3111 OR TNIB R i A I3 C • SCREEN .!°•' Nf[RYLLT OR EXIfRTN1Y IFNFAOED ANCIOR Ski •a _ PIOItliO/AgE(11P) g til :a. SOIEFN $ `�•2+ i8-37X1/2-55 . }a . •• PF6YS(TIP) ••,' 18=32X1/2-SS NIERAaY OR MUMALLY TtIREWEU mom H♦SYS(nP) NON-(E MABlE(TIP) M OME FASTENER(r(P)ILE ? --- --^--�- SECTION A-A II L�WIm SCfEF11 STN - (OPT�IO�N•�,,2, ) ECTION I'A(OPTION 1, OUTSIDE MOUMINTA INSIDE MOUNT WSALUTN7N-N.T.B. ! TYPICAL TWO-SIDED INSTALLATION , CALOR HORIZONTAL INSTILLATION-N.T.S. LOADS ON EXISTING STRUCTURE FROM SCREEN SYSTEM (AADS ON EIOSTING STRUCTURE FROMSCREFN SYSTEM V IOfE TX=PARALLEL LOADS(PLF) N=PERPENDICULAR LOADS(PLF) PAWLS CAN BE ATOCID ON ME OR FOUR SOTS SPAN PRFSSURE(PSF) SPAN PRESSURE(PSF) FOR EMIR SUE AOINEM TFE SPAN 6 N THE SORT INCHES 60 SS 50 45 40 35 30 (� g DMENSIN ffREM FASTME INCHES 60 55 50 45 40 35 30 216 1134 1070 1OD4 936 866 792 714 216 540 495 450 405 360 315 270 mr�g 192 1020 962 903 842 778 712" 642 192 480 440 400 360 320 280 240 168 905 854 801 747 690 631 570 168 420 385 350 315 280 245 210 144 744 702 659 614 568 519 469 144 360 330 300 270 240 210 180 LL1 120 651 615 577 538 497 455 410 120300* 275 250 225 200 175 150 ZR % 553 521 489 456 422 386 348 96 240 220 200 180 '160 140 120 V 72 353 333 312 291 '269 246 222 72 180 165 150 135 120 105 90 48 254 240 225 210 194 178 160 48 120 110 100 90 .80 70 60 � � 2 0 10.706+S/s� I.0O g $ E gc � 'oft t $ T. s1E vaTs DN THS wo y s T a 6 —{ 0.128 TSC17 T ++ TT-SEE VBES O1 THS SIDS(TILER WXMN) C 0.056 4ppo �. 0.128 TSC-1 < 13 at 4.250 4.450 : '_: - is : 12-0226 BOTTOM MOUNTING CUP DETAILS TOP MOUNTING CLOP DETAILS ►t7� a ;:�F•, Nrs INSIDE OR OUTSIDE MOUNT INSTALLATION-N-TS. INSIDE OR OUTSIDE MOUNT INSTALLATION-N.T.S.