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HomeMy WebLinkAboutProduct Approval (3) 7/112015 Florida Wilding Code Online 77. $ s . � Y g �fs ,a i ioE dU D-ep meriitd BCIS Home i Log In User Registration Hot Topics i Submit Surcharge ? Stats&Facts Publications FBC Staff BCIS Site Map ; Links i Search j Bus ines k) Professional �'$sIR Publi"R Product c �Yfiµ. Regulation Product Anoroval Menu>Product or Application Search>Anolication List>Application Detail R-09- { FL# FL5012-R15 Application Type Revision 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 Nokomis, 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 Windows SubcategoryFixed 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 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https://floridabdiding.org/pr/pr app ol.aspx?param=wGEVXQwtDgtUOE2x88XL4%2bYy9RfBuGnzYDCBZgxmceXWQZwvmS8H4XQ%3d%3d 115 7/1/2015 Florida Building Cale Online Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE FCA-5540 Fvaluation.odf Created by Independent Third Party: No 5012.6 PW-220 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 RIS C CAC F-220 Certification.o f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/24/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL-501.2 R15 II F-2.20.13df pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-220 Evaluation.odf Created by Independent Third Party: No 5012.7PW-420 Vinyl Fixed Window .................. _ .............. .__ ._-...... ..........____.._._._ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC_ F-420 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-420.12df pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 RIS AE F-420 Evaluation.odf Created by Independent Third Party: No 5012.8 PW-520 `V WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 RIS C CAC Certifications PW-520.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/15/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-520.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-520 Evaluation.odf Created by Independent Third Party: No 5012.9 PW-2100 Vinyl Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC Certification PIN-2100.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/25/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FI-5012 R15 II F-21.00.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 RIS AE F-2100 Evaluation.odf Created by Independent Third Party: No 5012.10 PW-2160 Vinyl Fixed Window with Integral Nailing Fn Limits of Use Certification Agency Certificate _ Approved for use in HVHZ: No FL..501.2 R1.5 C CAC Certification PW-21.60.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/25/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-2160.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2.160 Evaluation.ndf Created by Independent Third Party: No 5012.11 PW-2200 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 RIS C CAC 190-709CAR.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/14/2015 Design Pressure: N/A Installation Instructions Other. Please see the Installation Instructions for design FL5012 R15 II F-2200.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 https://floridabuiiuing.uiwprlpr app o.aspx?param=wGEVXQwtDgtUOE2x88XL%2bYy9RfBuGnzYDCBZgxmceXWQZwvmS8H4XQ%3d%3d 315 s GENERAL NOTES: i 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE ANCHOR LOCATIONS DESIGN PRESSURES LISTED. &SPACING i 2)WOOD BUCKS DEPICTED AS 1X ARE t LESS THAN 1-112"THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD 12" BUCKS DEPICTED AS 2X ARE 1-112"THICK 6"MAX -�, �— MAX.O.C. I I I rII- 4"MAX. i OR GREATER.ATTACHMENT METHOD OF O.C. 2"MAX.--moi r— ( — WOOD BUCKS SHALL BE DONE BY I I i OTHERS. I 4°MAX. 3)SEE TABLES FOR MINIMUM EDGE O.G. i DISTANCE FROM CENTER OF ANCHOR TO f SUBSTRATE EDGE(EXCLUDING FINISH OR T STUCCO). 12"MAX.O.C. 60" T 60"MAX. 4)SHIM EACH ANCHOR LOCATION WHERE BUCK �— MAX. THE PRODUCT IS NOT FLUSH TO THE BUCK SUBSTRATE,USING SHIMS CAPABLE OF I TRANSFERRING APPLIED LOADS. - 6" MAX 2 MAX 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS i , REQUIRED TO PREVENT REACTIONS. '•" 96"MAX.BUCK 96"MAX.BUCK ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN _ i THE FLORIDA BUILDING CODE. =RANGEE INTEGRAL FIN FRAME 6)ADHESIVE SEALANT SHALL BE USED - BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING i STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS I OTHERS. Min.Edge Min. Min.Edge Mtn. Anchor Substrate Anchor Substrate 7)MATERIALS USED FOR ANCHOR Distance Embedment Distance Embedment EVALUATIONS WERE SOUTHERN PINE,2.7 P.T.Southern Pine(SG=.56) 112" 1-3/8" 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=.55) 5116" 2-7116" i KSI CONCRETE AND CONCRETE MASONRY #10 Sheet Metal Screw, Aluminum,6063-T5 min. 318" 118" 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116" UNITS COMPLYING WITH ASTM C-90. G5 Steel or 410 GLAZING COMPLIES WITH ASTM E1300. Stainless Steel Steel Stud,Gr.33 min. 318" 0.0346(20 ga) 2-1/2'x.145"Roofing Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" A36 Steel 318" 118" P.T.Southern Pine(SG=.55) 1/2" 1-3/8" 8)THE 113 STRESS INCREASE WAS NOT P.T.Southern Pine(SG=.55) 1/2" 1-318" Aluminum,6063-T5 min. 318" 118" t USED IN THIS ANCHOR EVALUATION.THE #10 Steel SMS i 1.6 LOAD DURATION FACTOR WAS USED 3116°Steel Ultracon Concrete(min.2.7 ksi) V 1" Steel Stud,Gr.33 min. 3/8" 0.0346(20 ga) i FOR THE EVALUATION OF WOOD SCREWS. Ungrouted CMU,(ASTM C-9D) 1" 1-1/4" A36 Steel 3(8° 118" _ NOTE:FORALLMETALSUBSTRATES.SCREWEMBEDMENTSHALLBEMIN.3THREADSBEYONDINSIDEFACEOFMATERML. NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3THREADSBEYOND INSIDE FACE OFMATERLAL 9)IFTHE EXACT PRODUCT SIZE ISNOT LISTED IN THE TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. E 1:DESIGN PRESSURE' •^I+� �� `" . , . •.:(.:n // BmnBy: Dnta MebfaR Rrc LVORYIMV B�'GVQR8ITA CMTAN6D Window Buck Size Design Pressure 21119rMOR NE➢RDII YPFHfg CeriificadonJ.ROSOWSKI 07/10111Width Height (})P (-)P Numbers ar " OPS ONOi0 M(F1'2 ttA'EO NTEOYlERt�BTd!)HI96" 60" 80 80 190-423fi"s 1!I vj SHAPES MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAININGb a jrs 'U 1070 TECHNOLOGY DRIVE 71Yc I NOKOMIS,FL 34275 DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. =��'•., fi1�;;:,10t;.•' �^ FL CERT.OFAUTH.:29208 PICTURE WINDOW j / `h��• ......... C�-�:.• c«bamaeek scow: ss®e n+":aNa Ra. j A.Lynn Miller,70 P.E. P.E.k58705 PW-420 NTS 1 of 3 2071011 JR i 4 i INSTALLATION WITH FLANGE FRAME EDGE DISTANCE SIfBST T - i / EDGE DISTANCE --- EMBEDMENT I -�--, SUBSTRATE ------- I EMBEDMENT 1 EXTERIOR '-�lJ 1X WOOD 3-1/4. SHIM .%'. !• SHIM j o o fl� ('� SHI G EXTERIOR a EXTERIOR FLANGE FRAME, JAMB INSTALLATION �(HEAFLANGE FRAM ( IRECTLY TO SUBSTRATE) It HEAD INSTALLATION I D NG 1X BUCKSTRIP) (D F`TLY 70 SUBSTRATE) i SUBSTRATE � EXTERIOR EXTERIOR EXTERIOR / SHIM 1X WOOD SHIM © SHIM / FLANGE FRAME, fttri %•, i 1X WOOD ti� \ JAMB INSTALLATION / (USING 1X BUCKSTRIP) •.- SUBSTRATE FLANGE FRAMETAL SILL IN / SUBSTRATE RECTLY TO SUBSTRATE) „?'^ FLANGE FRAM SILL INSTALLATION nn.n e�- var: wwroc ncvytcvuaaaawra� ING 1X BUCKSTRIP) J.ROSOWSKI 07/10/11 VINYL 4EWSTwvuEsvr�amm:I+wn rrr°mmawraov:FeFrrrsrov eocwFUWWmarUNOiRvs. I ttrart»eFxix�ar�wamv INSTALLATION NOTES: p t! 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS,FL 34275 T1D• 3)MAX.SHIM THICKNESS TO BE 114-. FLCERT.OFAUTH.:29298 PICTURE WINDOW 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. �"""�°' SbooO 0ix4i°M' n.r, 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#58705 PW-420 NTS 2 of 3 2071011JR t INSTALLATION WITH FIN FRAME �— --! EMBEDMENT r- t EDGE SUBSTRATE DISTANCE EDGE Jo DISTANCE SHIM Q�n J OR E1 G EXTERI p EXTERIOR ll o� FIN FRAME, HEAD INSTALLATION i i 0 ,% SHIM FIN FRAME, JAMB INSTALLATION SUBSTRATE EXTERIOR ,r SHIM .�` 8,7':5 i f SUBSTRATE / J. FIN FRAME, SILL INSTALLATION ...... Orc"n BY Mk: WtrYf i"£AY4QASVN.T:0.'97.YQt60AWRA98� J.ROSOWSKI 07/10/11 VINYL "�rad°°�^'01A0r FlpffSlfug5AA9 wy.moJBD ms R ur D ReHatrn� AAD TRAY.NOPG4n0A'OFiW MCbIH,'r1m fwEvmYd1PLf�q N1YiL�fWJRRYrfIIffE NTGJI6" l3F1iSrX(6A:TAUASrWfS. INSTALLATION NOTES: 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS,FL 34275 3)MAX.SHIM THICKNESS TO BE 1W. FLCERT.OFAUTH.:2s2s6 PICTURE WINDOW i 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. S'^"r'o°BL' sm4, I s °'°""' 5)FIN ANDiOR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS.USE FLANGE INSTRUCTIONS. P.E.458705 PW-420 NTS 3 of 3 2071011JR