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Home My WebLink AboutProduct Approval Fl arida Building Code Online Page 1 of 3 � � ,n• x odida D2(1C3I`ifii°i1t:;f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map !Links (Search Busines ?) Professial I" t . E Product Approval R' USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail r; FL# FL1844-R12 Application Type Revision Code Version 2010 Application Status A proved r *Approved by DCA.Approvals by DCA 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 Nokomis,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens 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 Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE =1 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2002 ASTM E-1996 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1844 R12 Equiv 1996-05 to 02 Eguiv.odf http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7CihkB... 4/30/2013 Flo�l-ida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 01/09/2013 Date Validated 01/16/2013 Date Pending FBC Approval Date Approved 01/23/2013 ;Summary of Products FL# Model,Number or Name Description 1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No. FL1844 R12 C CAS 190-465CAR.odf Approved foe use outside HVHZ:Yes FL1844 R12 C CAC 190-466CAR.Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 01/10/2014 Other:Please see the Installation Instructions for Installation Instructions design pressure,size and anchorage information. FL1844 R12 II HR-210,pdf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eval HR-210.odf Created by Independent Third Party: No 1844.2 HR-410 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R12 C CAC 190-433CAR.odf Approved for use outside HVHZ:Yes FL1844 R12 C CAC 190-456.00AR.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 08/17/2013 Other:Please see the Installation Instructions for Installation Instructions design pressure,size and anchorage information. FL1844 R12 II HR-410.odf Verified By: A. Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eval HR-410.odf Created by Independent Third Party: No 1844.3 11HR-510 WinGuard Vinyl Horizontal Sliding Window Llml s of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R12 C CAC Certification HR-510. (L A ' e HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/28/2013 Des.g Installation Instructions Other:Please see the Installation Instructions for FL1844 R12 II HR-510,pdf design pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eval HR-510.1)df Created by Independent Third Party: No 1844.4 HR-2110 JjVinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R12 C CAC 190-461CAR.odf Approved for use outside HVHZ:Yes FL1844 R12 C CAC 190-462CAR.pdf Impact Resistant:No FL1844 R12 C CAC 190-463CAR.pdf Design Pressure:N/A FL1844 R12 C CAC 190-464CAR.odf Other:Please see the Installation Instructions for Quality Assurance Contract Expiration Date design pressure,size and anchorage information. 02/21/2014 Installation Instructions FL1844 R12 II HR-2110.pdf Verified By: A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eval HR-2110.1)df Created by Independent Third Party: No 1844.5 HR-2210 11vinvi Horizontal Roller Limits of Use Certification Agency Certificate 11 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7CihkB... 4/30/2013 GENERAL NOTES: I ANCHOR.LOCATIONS IMPACT RESISTANT >n� 1)THE ANCHORAGE METHODS SHOWN HAVE &SPACING BEEN DESIGNED TO COMPLY WITH THE FLORIDA 73"MAX.BUCK(XO/OX) BUILDING CODE FOR THE DESIGN PRESSURES '111"MAX.BUCK(XOX) 73"MAX.BUCK(XO/OX) LISTED. 111"MAX.BUCK(XOX) I 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS ARE OPTIONAL IF 6-1/4" UNIT IS INSTALLED DIRECTLY TO SOLID MAX, CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE - O.C. 1-112"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3)SEE TABLES FOR MINIMUM EDGE DISTANCE 12-114" FROM CENTER OF ANCHOR TO SUBSTRATE EDGE MAX. . (EXCLUDING FINISH OR STUCCO). O.C. 62"MAX. � � 62"MAX. 4)SHIM EACH ANCHOR LOCATION WHERE THE BUCK / / —r BUCK PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT =�JJ 11L REACTIONS.ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN ' FLORIDA BUILDING CODE CHAPTER 20. i 1-3/8" I. 6)ADHESIVE SEALANT SHALL BE USED BETWEEN MAX.~1 —"-1 6-1/8"MAX.O.C. 1-3/8'MAX. 12-1146-118- i °MAX.O.C. 6.1/8"MAX. MAX. SUBSTRATE AND FLANGE OR FIN.OVERALL FLANGE FRAME,XO INTEGRAL FIN FRAME,XO SEALING/FLASHING STRATEGY FOR WATER TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. - Min.Edge Min. Min.Edge Min. , Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment: 7)MATERIALS USED FOR ANCHOR EVALUATIONS P.T.Southern Pine(SG=.55) 117' 1-318" 2-117'x.113"BOx Nail P.T.Southern Pine(SG .55) 5116" 2-7/16" WERE SOUTHERN PINE,2.7 KSI CONCRETE AND #10 Sheet Metal Screw, Aluminum,6063.75 min. 3/3" 1/8" 2-10X.131"Common Nail P.T.Southern Pine(SG=.65) 318' 27/16" CONCRETE MASONRY UNITS COMPLYING WITH G5 Steel or 410 ASTM C-90.GLAZING COMPLIES WITH ASTM Stainless Steel Steel Stud,Gr.33 min. 3/6' 0.0346(20 ga) 2-1/2"x.145"Roofing Nal P.T.Southern Pine(SG=.55) 31W 2-7/16" E1300-04. A38 Steel 3/9" Ile, P.T.Southern Pine(SG-.55) 1/2° 1-/8" P.T.Southern Pine(SG-.55) ; 1/2" 1-318" Aluminum,6063-75 mut. N 118" THIS ANCHOR EVALUATION.THE 1.6 LOAD B)THE V3 STRESS INCREASE WAS NOT USED IN 3/16"Steel Ultracon Concrete(min.2.7 ksi) 1" 1• #10 Steel SMS Steel Stud,Gr.33 min. 318" 0.0346(20 ga) DURATION FACTOR WAS USED FOR THE Ungrouted CMU,(ASTM C-90) 1" 1-114" A36 Steel 1 318" 1 1/B" EVALUATION OF WOOD SCREWS. NOTE FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF NOTE FORALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN MATERIAL TABLE 1:DESIGN PRESSURE THE TABLES,ALWAYS ROUND UP TO Window Buck Size Frame Config, Design Pressure Certification THE NEXT LARGER VALUE. 1° Width Height Type N psf (-)psf Numbers 5/16"LAMI 73" 54" Fin/Flan a XO/OX 60 70 190-269,798XO SHOWN,SPACING 9ALSO APPLIES TO GLASS NOMINAL 1/8"ANNEALED 19D-233,433, OX AND XOX .090"DUPONT PVB GLASS 73" 62° Fin/Flange XO/OX 60 65 702 Eto a OR SGP INTERLAYER AIRSPACE 111" 54" Fin/Flange XOX 60 65 190-262,769 1/8"ANNEALED GLASS - 118°ANNEALED GLASS D� BA a wmH.e REP pPBTAn uxWORaUAOOffr 1 �. p........,.. `\CENSE'leF.fl�� J.ROSOWSKI 06/22/11 VINYL °�yMEA,mavnmwa`L��t _ `I R°,mep Qom: RevWna NAFRO°R/ETM/:AUPORIIONOFTW _.'ilr T' •'.7I'' AW�mmprrTmaner� No.58705 wmssanFrsnOwTe¢s 1/2"NOM. EXTERIOR 10 t 15) X 1070 TECHNOLOGY DRIVE Q••. STT OF �[/ NOKOMIS,FL 94275 m"T p P QR..:20296 HORIZONTAL ROLLER INSTALLATION •' SILICONE '/ass/ � \` P�.Lynn Miller, P.E.A58705 P.E. °voe D,.ft RI. OIVA1- �� HR-510 NTS 1 of 3 2062211JR EDGE DISTANCE INSTALLATION WITH FLANGE FRAME ` SUBSTRATE EDGE DISTANCE EMBEDMENT /x �— SUBSTRATE c iX WOOD EMBEDMENT EXTERIOR SHIM HIM r� FLANGE FRAME, l/ JAMB INSTALLATION SUBSTRATE EXTERIOR EXTERIOR (USING 1X BUCKSTRIP) FLANGE FRAME, FLANGE FRAME, , HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) �❑ EXTERIOR vj El EXTERIOR EXTERIOR FLANGE FRAME, I I I1 JAMB INSTALLATION SUBSTRATE p pl ❑ (DIRECTLY TO SUBSTRATE) SON .....,,( .. flee Qa�.•'-.10EN,gF'•. F,p SHIM SHIM _ *' No.58705 1X WOOD =_ * • /// SUBSTRATE �O..a STAT )a T'•. SUBSTRATE FLANGE FRAME, ONAL EAG SILL INSTALLATION '' / `� `\ a...er• mom: wm�me 1111M AXxvum FLANGE FRAME, (DIRECTLY TO SUBSTRATE) J.ROSOWSrI 06122/11 VINYL ® SILL INSTALLATION Fe Opr °f0. ^a°pa(USING 1X BUCKSTRIP) "'x'H' INSTALLATION NOTES' 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS,FL34275 me 3)MAX.SHIM THICKNESS TO BE I/4". FLCERT.OFAUTH.:29295 HORIZONTAL ROLLER INSTALLATION 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. sd'`' ` °x1pOC °iw*°N° f... 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#58705 HR-510 NTS 2 01 3 2062211JR INSTALLATION WITH FIN FRAME J EMBEDMENT -- EDGE S ST E C> • DISTANCE EXTERIOR o EDGE SHIM� - DISTANCE EXTERIOR O� ❑O FIN FRAME, HEAD INSTALLATION SHIM 2X WOOD FIN FRAME, i JAMB INSTALLATION SUBSTRATE II7I,�-a 111111111r U ONY L•NN qfi �?CENSF'•l�tcp I�❑ `* .No.58705 L� o -0: I JJ"'� SHIM "O St AJ 4BT= EXTERIOR AL -c,.n ar oaa. M.mvs te�xvvunan aeaucaur� J.ROSOWSKI 06122/11 VINYL 10WVnXMUXffFW9WWF9r FIN FRAME, AWPRaW xorwP°�nw r0 SILL INSTALLATION oxvmnK+reelsmaex -�,vrrnwxrnwrrxerm+Essmxmm�v Rurssnrcwrorrmwmr�c yn-T .b' INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE NOKOMIS,FL 34275 n0` 1)SEE SHEET FOR SPACING REQUIREMENTS. FL CERT.OF AUTH.:29298 HORIZONTAL ROLLER INSTALLATION 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. P.E.#58705 -,�, �,. aurae D—ftNe 3)MAX.SHIM THICKNESS TO BE 11W. - A.Lynn Miller,P.E. — HR-510 NTS 3 of 3 2062211JR