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Home My WebLink AboutProduct Approval FOLDING SHUTTER CORP PRODUCT APPROVAL SCHEDULE Product Approval Design Pressure Shutter Opening Description of Window or Product Acceptance Rating Structural Design Pressure Rating Maximun Overall Egress Yes/ g Tested Size Rough Opening Required No # Door or Mullion Number (+)PSF (-)PSF (+)PSF (-)PSF Yes/No 1 36 x 36 DH FL 7058.5 50 50 43.2 46.9 52.125 x 84 36.25 x 36.25 No No 2 36 x 36 DH FL 7058.5 50 50 43.2 46.9 52.125 x 84 36.25 x 36.25 No No 3 26 x 26 DH FL 7058.5 50 50 43.2 46.9 52.125 x 84 26.25 x 26.25 No No .y Castle Impact Windows FACTORY DIRECT SINCE 1969 b ` COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 600.643.6371 Property Information Building Information Owner: SCHMIDT Wind Zone: 165 MPH. Address: 5704 CASSIA DR Exposure Category: D FORT PIERCE,FL 34982 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive 1[:fa Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) sure(psf) 1 Int 36 36 7 43.2 -46.9 2 Int _ 36 _ 36 7 43.2 -46.9 3 Int 26 26 7 43.2 -46.9 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 rtoriga Bullaing uocle Un11ne Pagel of 3 Business A hotenioniaillogulAtion Florida Departments BCIS Home I Log In j User Registration Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links ; sSearch Busines Professi I *USER:Product Approval Public User Regulation ! Product Approval Menu>Product or Application Search> licatinn_List>A lication Detail • FL# FL7058-R13 Application Type Revisio Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Wlndo'ws, � Subcategory DoublerHuhg Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2012 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKvwgL58IIh%2fhdkUsNy Wt... 10/19/2015 P ioriaa Buliamg uoae uni.me Page 2 of Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/07/2015 Date Validated 10/08/2015 Date Pending FBC Approval Date Approved 10/11/2015 Summary of Products FL# Model, Number or Name Description 7058.1 DH -460 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R13 C CAC 190-799.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/02/2016 Design Pressure: +50/-50 Installation Instructions Other: Please see the Installation Instructions for design FL7058 R13 II DH-460.[)df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R13 AE DH-460 Evaluation odf Created by Independent Third Party: No 7058.2 DH - 560 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R13 C CAC 190-272 odf Approved for use outside HVHZ: Yes FL7058 R13 C CAC 190-799 pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/02/2016 Other: Please see the Installation Instructions for design Installation Instructions pressure,size and anchorage information. FL7058 R13 II DH-560c pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R13 AE DH-560c Evaluation pdf Created by Independent Third Party: No 7058.3 DH-2760 (2860) Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R13 C CAC Certification2 2760.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/03/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL7058 R13 II DH-2760.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R13 AE DH-2760 Evaluation odf Created by Independent Third Party: No 7058.4 DH-5460 EnergyVue Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R13 C CAC DH-5460 Certification B odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/17/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL7058 R13 II DH-5460 odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports http s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKvwgL 5 8IIh%2fhdkUsNy Wt... 10/19/2015 r Ioriaa tsunamg Loae unilne Page 3 of FL7058 R13 AE DH-5460 Evaluation.Ddf _ Created by Independent Third Party: No r j7058.5 DH-5560 WinGuard Double Hung Window `L s o se Certification Agency Certificate Approved for use in HVHZ: No FL7058 R13 C CAC DH-5560 Certification pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL7058 R13 II DH-5560.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R13 AE DH-5560 Evaluation.odf Created by Independent Third Party: No Back FNext Contact Us::_1940 North Monroe Street,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: securii ntE-rJcux https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsKvwgL5 8IIhD/o2fhdkUsNy Wt... 10/19/2015 MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 28• '• MAX. 12• O.C.MAXF� MAX.BUCK WIDTH B.SEE MAX I I SEE TABLE 1 I MAX. O.C. SHEET 3 B.SEE -7•I r-- 4'MAX.O.C. (�' 2•MAX B,SEE 1 SHEET3 A,SEE 12.MAX SHEET4 L SHEET 37 A,SEE 12 A.SEE T SHEET3 jam' SHEET4 I UALLY 1313.!16'MAX.O.C. SPACED i •--1— EQUALLY I 131T MAX.O.C. I ; ANCHORS I / SPACED x J-L ANCHORS x MAX.BUCK € V MAX BUCK 7 —(— MAX.BUCK HEIGHT SEE HEIGHT SEE X A 10'MAX.O.C. HEIGHTSEE E X J-L TABLE 1 ABLX A TABLE 1 I EQUALLY I / 1313118•MAX.O.C. — 10'MAX OC• SPACED x 4-MAX. ANCHORS A� EQUALLY, / A 13, 13/18'MqX,O.C. A SPACED �1—WiS- O.C. ' ANCHORS 6.12•MAX 6-1/2'MAX B NO ANCHORS AT SILL B ND ANCHORS AT SILL B 2•MAX ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) i GENERAL NOTES:SERIES 5560 IMPACT RESISTANT,VINYL DOUBLE HUNG WINDOW TABLE 1: 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE Window Buck Size Relnf. Deldpn P--- Grtltication Configuration REQUIREMENTS OF THE FLORIDA BUILDING CODE. Width _ Level (+)pgf (_)pof (CAR)Number 2)ALL WOOD BUCKS LESS THAN 1-12•THICK ARE TO BE CONSIDERED 1X - §2.118• ---..84" Equa4Jkey _ -• INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-12•THICK OR GREATER 52-1/8" 75" - Iew R1 50.0 50.0` 190-287,1034 i 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1l8' 86.3/8" Custom Sash I LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 84" Equal-lite 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 13EiYOND WALL DRESSING 52-1/8" 1 75" Std.ProView R2 65.0 70.0 190-288,1035 OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-116' 86-3/8" Custom Sash ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIF ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. `V. l 4)MAX.11W SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE .••••••• , PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF '��' •�*-1�3' �� TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE ` "J SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. :�'• No. 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VINYL DH WINDOW FPA(IMP.-RESIST.) $ 12/13/14 WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3 h STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o GENERAL NOTES&ELEVATIONS ; J ROSOWSKI -�• -�6 Ili STA�c O .'✓+. PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF -'C` . > ' 'fig''......... �••.: ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT W ® ITH OTHER ; `..� G . •G,•' DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.128296 n �o �:�,.��`-O(,�n1 rG,.• BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275a " mS (941)-400-1600 DH-5580 NTS 1 OF 4 o z FPA-5560.0 � A.LYNN MILLER P.E. w y P.EJf SB705 F € TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor Substrate Min,Edge Min. Distance Embedment Distance Embedment i --7170S— ou ein Plae 1.318' 2-1/2'x.131'Common Nall P.T.Southam Pine(SG=.55) 9/18' 2-7/18' (steel,18$S.S. Steel,A38 318" 0.050" Max.DP of 60.0 or 410 S.S.) Steel Stud,A653 Gr.33 we, 0.0348'(20 Ga.) 242'x.131'Ring-shank Nall P.T.Southam Pine(SG=.55) 9/18" 2-7/16* Max.DP of 50.0 Aluminum,8083-75 3/8" 0.0713'(14 Ga. 2-1/7 x.146'Rooting Nall P.T.Southern Pine(SG=.55) 9/16' 2-7/16" #12 SMS P.T.Southern Pine(SG-0.55) 8/18" 1.918' P.T.Southern Pine(SG=.55) 314' steel,18.8 S.S. Steel,A38 3/8' 0.050' #10 SMisle' S ' ( Steel Stud,A653 Gr.33 3/6' 0.0348"(20 Ga.) (steel,18.8 S.S. Aluminum,8083-T6 3/80.0711-/8,Ge.) or 410 S.S.) Alumimtm,8083 TS 3/8 0.0713" 14 Ga. or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346'(20 Ga.) Steel,A38 318' 0.050' 30`16"Ultracon P.T.Southam Pine(SG-O.55) 7/18" 13/8' (steel) Concrete(min.285 ksi) 1" 1.3/8' Max.DP of 50.0 Un ted CMU,(ASTM C.90) 2-1/2" 1-1/4" ANCHOR NOTES: P.T.Southern Pine(SGM0.55) 1" 1318" 1/4"Ultracon Concrete(min.265 ksi) 1" 1.3/4" 1)-UNGROUTED CMU'VALUES MAY (Steel) Ungmted CMU, )STM C•®0 2-1/2" 1.114• BE USED FOR GROUTED CMU APPLICATIONS. Concrete(min.285 ksi) 2-12" 1,14" P.T.Southam.Pine SCS. 1" 1.916' 2)PANHFJAD,FLATHEAD OR GE-7700 OR P',��Z HEXHEAD ARE ACCEPTABLE. DOW-791 j J/4"Crete-Flext, Concrete(min.3.35 ksl) 1" 1-147 SILICONE �t(410 S.S.) Un ted CMU,(ASTM C40) 2-1/Y 1414' 3)ANCHOR LENGTH TO BE SO THAT 1@'NOM.GIASS i .• � Conerele min.3.35 ksi 2-1/2' 1314" A MIN.OF 3 THREADS EXTEND BITE T M i BEYOND THE METAL SUBSTRATE. 1/4"Aggregator Concrete(min.3.275 ksi 1-1/2" 1318 EXTERIOR P.T.Southam Phe(SG-0.55) 1" (1" 13+6 (1S.S.) Un ted CMU, STM C-90 2' 1-1l4" TYP.GLAZING DETAIL -�{ 718'N -+{ 7/8'NOM. ! I I C 5/16'A/A PVB 6/16"AIA PVB 7/16"AIR SPACE 3/8"AIR SPACE ANNEALED 3ANNEALED TE TEMPERED GLASSSS TEMPERED GLASS DURASFILL, DURASEAL. REINFORCENT TYPE A REINFORCENT TYPE 8 REINFORCENT TYPE C r SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL XL EDGE XL EDGE ! GLAZING TYPES TABLE 4:REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY D,VIPONT INC.(AKA KURARAY AMERICA,INC.) •. }r Reinforcement VINYL DH WINDOW FPA(IMP.-RESIST.) ` 12/13/14 - UpKrute Lower Lite �C• ! Level TopBottom Top Bottom Side Vi—de OPTIONS om JROSOWSKI --t^',� ftb sRallRall Rall Rall Rails 111.2 T A B B A A CERT.OF AUTH.#29298 R2 A C C A A 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941 -480-1600 y DH-5560 y NTS 2 OF 4 z FPA-5560.0 i A.L"N y IL 05'P.E. I EDGE DISTANCE SHOWN T INSTALLED THROUGH 1X s BUCKSTRIP EMBEDMENT —1 SHOWN FLANGE INSTALLED SHOWN i FRAMEDIRECTLY TO INSTALLED EMBEDMENT SHOWN EMBEDMENT SUBSTRATE THROUGHIX T BUCKSTRIP DEDGE o EDGE DISTANCE � �❑ DISTANCE BOTTOM SASH TOP � I EDGE SASH EXTERIOR o I I DISTANCE I I U ��Iy IILII7 OPT.SASH TOP �/ T U LIFT RAIL FLANGE \\✓//� EQUAL —� FRAME LEG SHOWN FRAME BUCK WIDTH SHOWN HORIZONTAL SECTION A-A BUCK HEIGHT I INSTALLATION NOTES: 1)SEE SHEET I FOR SPACING REQUIREMENTS. EXTERIOR i R�j� 2)SEE TABLE(S) SHEET 2 FOR ANCHORAGE AND I +VIII llr— SUBSTRATE REQUIREMENTS. ]FLANGE 3)MAX.SHIM THICKNESS TO BE 1/4'.4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSESONLY AND MAY DIFFER TO MEET DESIGN O REQUIREMENTS. I i OPT.SASH 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE j BOTTOM LIFT OTHER FRAME TYPES. %HANDLE I J INSTALLATION THROUGH EXTERIOR CTHE FRAME.INTO METAL NO ANCHORS pia EQUAL VINYL DH WINDOW FPA(IMP.-RESIST.) 0 12/13!14 LEG REQUIRED IN FRAME FLANGE OR ^ -LEG/BOX FRAMES m" J ROSOWSKI FLANGE&EQUAL SHOWN EQUAL-LEG i FRAME SILLS Sul r CERT.OF AUTH.N28298 z� r•p,�'•••"'' j 1070 TECHNOLOGY VERTICAL SECTION B-B N.VENICE,FL 34275 v - �c N MI (941)-480-1600 v DH-5560 NTS r 3 OF 4 o z° FPA-5560.0 i a LSe o5 P E I I EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED SHOWN INSTALLED THROUGH THE THROUGH THE THROUGH THE FRAME INTEGRAL FIN 1 FRAME r d --�{— EMBEDMENT EDGE DISTANCE �+— FIN FRAME EMBEDMENT SHOWN 1/4'MAX SHIM 114'MAX SHIM { I O� Z1l4'MAX SHIM I ❑� �O IL�JI D BOTTOM , SASH aoI I I EMBEDMENT EDGE RRR DISTANCE Oi TOP ❑ SASH EXTERIOR FIN lS �1NE 1—� FRAME I OPT.SASH TOP O / of SHOWN LIFT RAIL J-CHANNEL L/ t FRAME SHOWN SUCK WIDTH 0 HORIZONTAL SECTION C-C i BUCK { 1/4'MAX.SHIM 1/4'MAX SHIM HEIGHT —�I INSTALLATION NOTES: 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ± D ANCHORAGE AND SUBSTRATE REQUIREMENTS. EX7 R 3)MAX.SHIM THICKNESS TO BE 114. r 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. O OPT.SASH 6)FIN AND/OR FLANGE MAYBE REMOVED TO CREATE OTHER J BOTTOM LIFT L FRAME TYPES. J FRAME Q RAIL FIN 0 FIN ❑ I SHOWN O EXTERIOR SHOWN o EXTERIOR S OH WNE o i INSTALLATION THROUGH El SHI M INSTALLATION THROUGH THE THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL •'?`*.�'.�,'�Ctil�i.� f EDGE _-'i:r•' ,y„-c"i^,�, DISTANCE VINYL DH WINDOW FPA(IMP.-RESIST.) 0 12/13/14 I SHOWN - INSTALLED " `s - I EDGE J-CHANNEL$INTEGRAL FIN FRAMES m J ROSOWSKI ''•�`• �l:d TH THEUGH DISTANCE o _ �,T,i _C E INTEGRAL FIN /•?':C.. 4`;,''•�:;✓`i'.'' a ��- EMBEDMENT -� CERT.OF AUTH,t12B298 VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE �o N.VENICE,FL 34275 A LYNN MILLER,P.E. (941)-08(}-1600 N DH-5560 NTS y 4 OF 4 �i FPA-5560. 0 z P�p�»