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Home My WebLink AboutProduct Approval 1 Company: The Home Depot At Home Services Job Description: Replacing 10 windows size 1 Prepared By: Amber Client Name: Devoe Project Number: 9233870 <4(c 2012 Structureslgter tonal lLC nforms with AS DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 13 Risk Category 2 Building Width(ft) 41 Exposure Category C Building Length(ft) 56 Directionality Factor 0.85 Roof Slope (x:12) 4 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 5500-DH 5 5 32 48 33.3 -44.5 2 5500-1131\11- 5 5 48 48 32.5 -42.8 3 5500-1PNL 5 5 48 48 32.5 -42.8 4 5500-DH 5 5 32 48 33.3 -44.5 5 5500-1PNL 5 5 62 62 31.3 -40.6 6 5500-DH 5 5 32 36 33.5 -44.8 7 5500-DH 5 5 32 36 33.5 -44.8 8 5500-DH 5 5 32 48 33.3 -44.5 9 5500-1PNL 5 5 48 48 32.5 -42.8 10 5500-DH 5 5 32 48 33.3 -44.5 Width of End Zone(a)in feet= 4.1 5 h 4 o " Y 1 �0 5 5 Y STRUCTURES INTERNATIONAL,LLC Pkauiargp Siri.Ltc=,�Pa�4 t1 Coca S^racle:n o U;SIZA 5/6/2016 2:42 PM i t CDcow N p A � ;�- 0 00 € �n CD O a er a : C) n " CDCD P O ar ` CD CD o• �• r � � a , Y a Laa -. r_a . . r x , r cr a CD wyt la, JxxxaaaKxaa _. , r a• O LA 00 J x : . . . r N r� CD n rj 6 o a a" i } :-i ♦ , r 0 a ! K r j - - . rA CD a u -_ •r ...._. . , e k r y r a , ! L a e ! d L a e. n r x r Y r , rr e 6 Kara a ter' a e .. n . ; . a a_ aa", . . . , YRr ! „ r . X . 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S �_R. e,9f�s a'i X4 a4 , ♦ r • , n el., Y. cww , r, ra ."T , as a+.ia _ ;.> Y• r r e w r K a a •. as n . x . ,r r f , e a , w e, a •t � .. .�.qe .ac�� "+.',:'x t4 r. : L. i •J i-+ S+i r , ; a ,. , , , x a • �u 4 r _ e: a-: i a s a,a::. ..a s + a-.a�J. .S'» � e•e - a. i t x a r K K a . a a , ,. : e K'c:i l . e.a:.e'l.r'a le ,,'i 'i.'raam •. . ana,i i, +. a a' r , m + a x a _ •�+ r ` - •-try! r _ _ _ a ! - ! , Xf. , .• . ala . n , . ! r e,x'» , ma x ..a. c a ---!. .,'F�^ ,. ? x! - X 1 .... i a.'y ,} } } , a a r .. s u e • u.a r Y e! a x J a a x+ :r 7/1/4'015 Florida Building Code Online 4 _ 3[`'•�i'2�"v� $.„x £ �`mp : H0!d31D.a0alll ent= BCIS Home Log In User Registration Z Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search I Bushes "(1) . Professional Product lic U.,Approval R gukim Product Approval Menu>Product or Application Search>Application List>Application Detail < 0RFL# Application Type Revision Code Version 2014 Application Status QApproved *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 lens 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 Double Hung 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 Equivalence of Product Standards Certified By https:Uwww.floridatiuiidng.ocgfpr/pr app dtl.aspx?pararn=wGEVXQwtDgsKvwgL58llhp/p2fhdkUsNyWtkmuF6P754T3UZuBLrPS8Byg%3dp/o3d 113 7/1/20'15 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/19/2015 Date Pending FBC Approval Date Approved 06/27/2015 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 R12 C CAC 190-799.ndf 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 R12 II DH-460.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FI..70.58 R12 AE DH-460 Evaluation.ndf Created by Independent Third Party: No 7058.2 DH-560 WinGuard Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R12 C CAC 190-272.odf Approved for use outside HVHZ:Yes FL7058 R12 C CAC 190-799.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/02/2016 Other: Please see the Installation Instructions for design Installation Instructions pressure, size and anchorage information. FL7058 R12 II DH-560.12df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R12 AE DFI-560 Evaluation.odf Created by Independent Third Party: No 7058.3 DH-2160 Vinyl Double Hung Window(Fn) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R12 C CAC Certification DH-2160.ndf 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 FL7058 R12 1I DH-2160.ndf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports F13058 R12 AE DH-2.160 Evaluation.odf Created by Independent Third Party: No 7058.4 DH-2260 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R12 C CAC DH-2260 Certifications.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/22/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL7058 R12 I1 DH-2260.adf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R12 AE DH-2260 Evaluation.odf Created by Independent Third Party: No 7058.5 DH-2760(2860) Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R12 C CAC Certification2 2760.1)df 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 R12 II DH-2760.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 https./Ayww.fibridabuiit ing:org[pr/pr_app_Of.aspx?param=wGaXQMDgsKvwgL5811h%2NkUsNyWtkmvF6P754T3UZuBLrPSBByg%3d%3d 26 IMPACT-RESISTANT GENERAL NOTES! 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE (— FLORIDA BUILDING CODE.FOR THE DESIGN PRESSURES LISTED, I At,ICHOR LOCATIONS BSPACING 2)WOOD BUCKS DEPICTED AS iXARE LESS THAN 1.1127 THICK,IX.WOOD 13UCKS.ARE OPTIONAL IF UNIT 15 INSTALLED OIRECTLYTO SOLID.CONCRETE.WOOD BUCK'S DEPICTED AS 2XARE 1-112•THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 53-3/8"MAX. 52-1/8°MAX. 3y SEETABLEFORMiNIMUMEOGEDISTANC[fROb10ENTEROFANCHOR7o TIP-TOTIP BUCK WIDTH - SUBSTRATEEDGE.(EXCLUDING FINISH OR STUCCO). -�20" J�- € 6"MAX, _ 3" d)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT ISNOT FLUSH TO THE MAX ' Y MAX, SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. € ( -y j - j'—W MAX, S)ANCHORS SHALL.BE COATED OR CORROSION RESISTANT AS APPROP13TATE FOR 71'— _.L,_.•.__ � fi SUBSTRATE MATERIAL;DISSIMILAR MATERtALS.SHALL BE PROTECTED AS REQUIRED ! "MAX. ,? TO PREVENT REACTIONS,ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE, 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. ! 6" OVERALL SEALINGIFLASHING.STRATEGY FOR WATER MISTANCE.OF INSTALLATION MAX.� 13 AX. MAX. BE DONE BY OTHERS: / A 7)MATERIALS USED FOR ANCHOR EVALUATION5 WERE SOUTHERN PINE.2,7 KSi � � 75" 75" CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING TQ" MAX. MAX. C041PLIES WITH ASTM E1300. MAX. — BUCK BUCK - HEIGHT HEIGHT 8)THE 113 STRESS INCREASE WAS NOT USED 1N THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, 76-A14" 13" MAX. MAX, /J 9)IF THE EXACT PRODUCT Si7.E.IS NOT LISTED IN THE TABLES..AL4"lAY5ROUNDUP _ I �` TO THE NEXT LARGER VALUE_ TI TCP TABLE 1:.FLANGE WINDOWS t S"'MAX, mil.Edge Min, Dist. EL �•�°�� Mahar TY�' SuCs4aW `4—, ....�___= mbodtnara 3-112"MAX. Weed(Sautham Piro) 7/16•. "a, L a10 SMaI SMS Stoat Stud Gr33• u5• .045(18 GA1 ! BUCKWIDTH--� lduerinWr:6083�T5' ;3a'e• t18: SIMI,A38• 316' _ 11a• FLANGE 8.EQUAL LEG FRAME. FIN FRAME 3178'Mowery Concrete '.1. 1• `i=';:• ' Anther FfoCGWCIU1• 171Y 8 WINDOWS MINIMUM OF.3.THREADS BEYOND SUBSTRATE. . 718" / Bytk Si DBS(g)PfBSStlfe CeItHI[atton Test „ 5115°LAMI _. W1dth eight {+) si (- psf I Numbers Reports• TABLE 2;FIN WINDOWS GLASS NOMINAL i 118"ANNEAL FTL-68x1, Mtn,Esga. Min: .090"DUPONT 1.1 i _GLASS - r8" 75" SD 5D L4Q-272,799 rr 'r Anchor Tpe Su4stmu, 6822,$823 Ut 111x 135• oi3L Embeam m PVB INTERLAYER AIRSPACE Raotinq Nee 241r 118"ANNEALED x 173 Boa NaU or Wood(Sou 1km Pine) 318• 1-7116 2•Vr..1si• GLASS - --118"ANNEALED GLASS omm1 Con19d1 Ww4JZYSheM Piro), WIV -'t4/t$'. i f. .-=^,, ...0-naY .eQ 4atlritet nalnYfaDltat}rieatMdlaN,,W t p1Dkt-1.'2• S*I SxlG,33' 318' ,645(18 GA} J.ROSOYJSKI 04!28111 RIGID VINYL ' ° pe Panhava SM$ pluminan6063-T5• TV Ila, � (� .EXTERIOR er. a.e,� xa,omman+,tr.r�cromorta rros II(I maedvmr�rMaale�rr�+p 112"l3OM.. aarwra annalrr�txa8¢amw Steal.A38• 518' Tia• rib 718' 1187 I 1.112• Wand(Scutham Win)) 7116' 1.7118• a Tnepalgaa SLrtiW Steel.SYid Gr3Y 3B' .045(18GA) )(}� f676 SECHt40LOGY DRIVE S (orarvy Mnd typo. Ahtminum6083•T6• 318• 718' DEW 1199"" Slae4A38` NOKOMIS,FL 34275 n9c wtlhaminirr m SILICONE. FLCERT',OFAUTH:126298 DOUBLE HUNG INSTALLATION d:atrgtcr,ar0.784•} � 'MINIµUM OF3THREADS BEYOND SUBSTRATE.. A.Lynn Miller,RE - ' °"" P.E.'#58705. DH•560 NTS 1'61 4 1042011JR ) -INSTALLATION WITH-FLANGE FRAME [FIN_REMOVEDj EDGE I DISTANCE r 114',, 'MAX. r t 7. E ; EMBEDMENT SHIM w I .. .� ._ � f��,✓� EMBEDMENT 1X SUCK MAX.1/d SHIM t`_ \?: �` MAX.1/4 SHIM EXTERIOR EXTRIOR (PI �— ��. . FLAhIGE FRM�t, �j'' JAMB INSTN.lAT1aN { (OIRECTLY'TO SUBSTRATE FUINGE FRAMES a S ,' HEAD JNSTALLATION FL AIJGEfRAM� s E PRECT'LY 10 SUBSTRATE) i j HEAO IIJSTALLATION - i i C EXTERIOR ] (USING 1X BUCKSTRIP) '•-' 'r' BUCK r Na / \�� ,s 4 _. NO ANCHORS $ ✓ n ANCHORS } REQUIRED ;i REQUIRED / ..... I -MAX: V. C7 __ MAX:1/4 SHIM) / / JAM BlIN MAX,1/4'-SHIM I' x r r 1. ✓';.,� 7% „�`�� `r;�� OR (USING 1X BUCKSTRIF) tX BUCK .EXTERIOR �Jr 1S FLANGE _ (DIRECTLY TO SUBSTRATE) FLANGE FRAME ' S1Lw%T_LL PN .I � ' naNLhL�MWrEVG�MGT�CdTN#➢ (USING IXBUCKSTRIP) J;ROSOWSHI Q4I287t1 RiGIDVINYL ,,,� �, �. �nraawuvwr.Mosenncwa nas o0o+R7lT+NreFt�arPw INS1'ALLA3EtlN NOTES x�vrawmq,pu:n�oaFrsso7e�ramr nmacr�:mrc+taw,;er, 7)SEE SHEET t FOR ANCHORAGE.SUL45TRATEAND SPACING REQUIREMENT& 2)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN:. 1WOTECHNOLOGY LSRiVE FLCE T'0FAUTH;,.?qm DOUBLE HUNG INSTALLATION A.Lynn MUIer,P.E. '�°' 172 eH --P.E.95876 DH-884 NTS 2 Of 4 11142611JR- INSTALLA71dN W:TH EQUAL:LEG FRf-. [FItJ AND FLANGE REAIOVE�), d EDGE I DISTANCE _ MAX T .,.„ x ......._.... . s EMBE MENT r' -EMSEMENT ! f SHI1X BUCK MAX,114'SHIM MAX.t14` M— i` EXTER[OR - EXT£R10,3 .;' z n ' ECLUAL LEG FRAM£' JAMB I(J,�STAI:LATIOW, } (DIRECTLY10 SUBSTRATE) -EQUAL LEG FRAttitE',, BEAD IN57AtATICYIJ EQUAL LEG FRA1E r a 1X (DIRECTLY TO SUBSTRATE) 1 HEAD INSTALLATION < -� BUCK Ap 5 j EXTEfiIOR Q ,4). III { NO { r a % (7 NO (I REQUIRED ANCHORS ANCHORS s ISI R ,:..,. { _ ;..., REQUIRED {(I�� .. t.. M a kx t� l❑ i SHIM EQUAL LEE G FRAMECD S . "---�'� " ' FJCTERiOR JAMB IHS7ALLA7fOM. ' MAX:114'SHIM MAX-114 SHIM (USING 1X BUCKSTRIP). y f�lT J�J J l \ 1 (� i!r � � CXTEFtICR � 1X BUCK EQUAL LEG FRAME, SILL INSTALLATION ! (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME, §1kRSTAMT-1gN aTM^m a� +' + nsesrwu.nnnttzw4aauaMxwr (USING 1X BUCKSTRIP) J.ROSOWSKI 04!28171. RIGID VINYL ° � q"' � ..�� nnv� rvnrrt�xwrxwcvrrxs op{�FMWrA{'<6fRdtnN ' .lW..'tl151lRJNCf7l ttiEQ1+�3.4F�iFAAtF# h: ' ic-0i�i..tlaaRkY.rYaWSR4S INSTAlLAT10,'NOTES:. - 1)SEE SHEET i FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1070 TEGN710L00y bRvvs ! 2)ANCHORS HEAD i1'P£MAY DIFFER FROM SHOWN. NOKOWS,FL 34275 *mc - FLCERT.O=AUTH;20290 DOUBLE HUNG INSTALLATION A,Lynn Miller,P.E. P.E.958705 DH-sG0 NTS3 of 4 1042811JR INSTALLATIONgWITH FIN FRAME 2X WOOD BUCK OR WOOD FRAME EDGE w � " DISTANCE MAX 114 SHOPTIONAL EDGE c FLANGE DISTANCE 1.5000 OPTIO EXTERIOR FLA GE ` \ I LL_�_J.1�` 4 3,254" $ f✓,fl O ' / " FIM FRAME NERD INSTALLATION �f f,�,/f+ r r FIN FRWE. JAMB INSTALLATION d _........_..�.,__._. ............ 2X WOOD DUCK OR ' WOOD FRAME d �4 I $ r G MAX.114'SHIM z' 7 r ✓= OPTIONAL G �° fS FLANGE r 2X WOOD BUCK 0RY48� °'^e+ °w aerro mumurnxw v� J,ROSOWSKI 041201 RIGID VINYL FIN FRAME. / w ar�em asxr wn rxxw mn r SILL INSTALLATION - caraanrwrse�acRr w A4YFa4t1&tRA7.7nEFaD wWTd ifAF,DYY!b'PL'IQrtftkII?' � Ovla�Dnf. 1070 TECHNOLOGY ORNE INSTALLATION NOTES: NOXOMIS,FL 34275 TAW FLCERT,OFAUTH.7297W DOUBLE HUNG INSTALLATION 1)SEE SHEET 1 FOR ANCHORAGE.SUBSTRATE AND SPACINGREOUIREMENTS.. A Lynn Miller.RE- RE.#5870 .E.P.E.#58705 DH-5W NTS 4 of 4 1042611J I. 2/3/2316 Florida Building Code Online " A utI & w Ronda ry-,,Mia BCIS Home i Log In User Registration Hot Topics ; Submit Surcharge ? Stats&Facts Publications:l FBC Staff j BCIS Site Map Links € Search i Busines$(� Professib�al � At ?roductApproval 115 N USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail 9f aE -:2 FL# FL242-R19 Application Type Revision Code Version 2014 Application Status proved *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 ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens 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 Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/05/2015 Date Validated 10/16/2015 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7xgPPaiM9f3XNBeyOaMp/p3d 1/4 2l3/2016 Florida Building Code Online Date Pending FBC Approval Date Approved 10/20/2015 Summary of Products FL# Model,Number or Name Description 242.1 HR- 210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0609.OS.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0609.05.adf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR- 510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1242 R19 C CAC 15-0612.14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0612.14.odf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0519.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0519.10.1)df Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0519.09.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0519.09.pdf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCD-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.5 HR- 610(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 14-0320.04 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 14-0320.04 LM.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information, Evaluation Reports Created by Independent Third Party: 242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0609.04 SM2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0609.04 SM2.odf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports https://www.floridabuilding.orgtpr/pr app otl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x9PPa!Mgf3XNBeyOaM%3d 214 . Y M IAM I•DADE MIAMI-DADS COUNTY r MOS. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CEPTANCE OA www.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 3427 :) 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 buildbIg code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series"HR-510 Vin l" White PVC Horizontal Rolling Window—L.M.T. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, hnpact-resistant", sheets 1 through 10 of 10, dated 08/12/09,with revision C dated 05/29/15,prepared by manufacturer, signed and scaled by Anthony Lynn Miller,P.E., beating the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Iml2act Resistant LABELING: Each unit 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 and renews NOAH 11-1114.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA Na. 15-0612.14 MIAMI DADS COUNTY Expiration Date: February 17,2021 Approval Date: July 30 2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE`SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact-resistant", sheets 1 through 10 of 10, dated 08/12/09, with revision C dated 05/29/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,.Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,.TAS 202-94 4)'Large Missile Impact Test per FBC,TAS 201-94 5).Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-591.6, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 06/05/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel PeA P.E. Product Control kxapiner NOA No.15- 612.14 Expiration Date: February 17,2021 Approval Dater July 30 2015 E-1 PGT Industries,Inca NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No: 14-0916.11 issued to Kuraray America,Inc.for their "SentiyGlas® (Clear and White)Glass Interlayers"dated 06%25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for their."White Rigid PVC Exterior Extrusions for Windows and Doors dated 02/07/13, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition(2014),dated June 5,2015,issued by manufacturer, sighed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1114.06, issued to PGT Industries for their Series "HR-510" White PVC Horizontal Roller Window-L.M.I."approved on 02/09/12 and expiring on 02/17/16. /Manuel Pe 'P. Product Control iner NOA No. 15-0612.14 Expiration Date: February 17,2021 Approval Date:_ July302015 E-2 ® 2 518"MAX.TYP, 4"O.C,MAX.TYP. 21/4"MAX. ® Design Pressure Rating 7Smal sting IMPACT RESISTANT HORIZONTAL ROLLER TYP. +60/-70 PSF Largi ile Impact BOX FRAME AND INTEGRAL FIN WINDOWS " '+60 P 70 PSF LtOny (m GENERAL NOTES: 1.GLAZING OPTIONS: A:7/8"IG -5116"H/H-SG+T/16"- AIR+1/8"A CAP / B.718"IG -5/16"H/H-SG+7/16"- AIR+10T CAP 0 C9 _ = 0 NOA DRAWING TABLE OF CONTENTS 2.CONFIGURATIONS:XO AND OX. o / o w SHEET 3.DESIGN PRESSURES:+601-70 PSF ALL GLASS TYPES LISTED z / w GENERAL NOTES......................................q ( ) © z � / w a ELEVATIONS............................................1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE LL G g GLAZING DETAILS...................................2-3 AND GLASS TABLES ASTM E 1300. SECTIONS,I.F.FRAME..........:.................4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST a O m SECTIONS,BOX FRAME.........:...............5 PRESSURE AND GLASS TABLES ASTM E 1300. LO `v I`ri PARTS LIST..............................................6 EXTRUSIONS............................................7 4.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ANCHORAGE SPACING,.BOX FRAME,.,8 30'ABOVE GRADE IN THE HVHZ,THE EXTERIOR CAP OF ANCHORAGE DETAILS,BOX FRAME.....9 INSULATED GLASS UNITS MUST BE TEMPERED. Q X O ANCHORAGE DETAILS,I.F.FRAME.......10 5. ANCHORAGE:ANCHOR SHALL BE AS.LISTED AND SPACED AS o SHOWN ON DETAILS.ANCHOR.EMBEDMENT TO SUBSTRATE SHALL BE BEYOND 1WALL.DRESSING OR STUCCO..THE 331/3% 32314 VENT DLO WIDTH 32 9/16 FIXED DLO WIDTH NTEGRAL FI. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 73"MAX. PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL MAX.SIZE=73"X " SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR 76114"FRAME O.D. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.APPROVED ANCHORS:1,3116"ELCO ULTRACON) 2,#10 STEEL SCREW(G5)AND 3.(.120)X 1-112"ROOFING NAIL FOR © 73"MAX. — FIN. 32 9116 FIXED DLO WIDT 32 3/4 VENT DLO WIDTH 6,.REFERENCES.TEST REPORTS FTL-5916;ELCO TEXTRON NOA ANSI/AF&PA;NDS FOR WOOD CONSTRUCTION;ADM ALUMINUM DESIGN MANUAL;QUANEX BUILDING PRODUCTS(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, F c9 INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). w w _ } I / O 8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT F- 0 PRO[JU4T REVISED FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF os complyingwIlb TRANSFERRING APPLIED LOADS. w Acccptan IB"O(A72d¢. z X N AcccptanccTla. Z t% � L�, imtian>?ste 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.OVERALL SEALING/FLASHING STRATEGY M N Miw»i ude Product Cor FOR WATER RESISTANCE OF INSTALLATION SHALL BE LC1 DONE BY OTHERS, 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE } X O SOUTHERN PINE(G=0,55),CONCRETE(MIN.3.5 KSI)AND 1 — — CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. `��LYNN iylf rr�/' 6112"MAX. e o ,\2p [NS �G 6 va" BOX FRAME ��•' ''� - Q 4 3/4' !�- SEE SHEET 8 FOR '15"MAX.O.C. �— MAX.SIZE=73"X 62" _ YY Vic.58705 "SG"=SENTRYGLAS�BY KURARAY AMERICA,INC. ANCHOR REQUIREMENTS 61/2"Max. CC= /1'3 LU` ;J'jj�w�"- eec. R.vaau Qefbt°d :� GIP OF :\�/� 05/29/15 C EDIT NOTES FOR FBC2014/REVISE MAX HEIGHT �o7oTECHNOLocvoRivE ELEVATIONS&.ANCHORAGE DC` '•,FLOM Delo: oKyo,rs 10/17/11 B FBC 2010 CODE CHANGE N.VENICE,FL 34275 ReNeac Vin l Horiz.Roller Window, Impact-resistant '�,,SrS10NA1\1 01/18/10 A Added DP/Impact b ox frame,chap ed title above note P.O.BOX 1520 j�(; ® s s,,,� a."roM. R, A.Lltltt M1LL7 F},P,E. NOKOMIS;FL 34274 08/12!09 FL CoA 829296 NR610 NTS 1 a 10 5191 2 C P.E.#58705 ® 718"OVERALL GLASS NOMINAL 5116"LAMI GLASS NOMINAL 118"HEAT STRENGTHENED GLASS 7/16"AIRSPACE ® 090"SENTRYGLASBY 118"ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 118"HEAT STRENGTHENED GLASS 1/2"NOM. 29 v LASS BITE 32 0 39 37' 28. - 29 EXTERIOR 35 O PRODUCT REVISED os complying with tho Florida Building Codc 2 AccepnuiceNo 1 (2.14. OPTIONAL Expiration Date loll FLANGE By_ Miami ade product' ,11111(1 7/8" LAMI I.G. GLAZING DETAIL ;•` Cl�� LYNN;f;��%,,�. WITH 5/16" LAMI GLASS AND'1/8"CAP Ne.58705 RaYedBy. D"Ia Reyty,c pe�yytn C SC 05/29/15 c NO CHANGE THIS SHEET GLAZING DETAILS-BOX OR FLANGE FRAME Q`�' ..�ct, ,vA.. ReroAey.' Oem: Rf tltm, 1070 TECHNOLOGY DRIVE J.-J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL M276 Vinyl Horiz Roller Window Impact-resistant /� s S�rvjVAL �jaG I? or. caw R... J.R. 01/18/10 A Chan ed glass make up,drawing-title. P.O.aox 1529 ® r ,� R.. r+(�I 1,1 t t W7W. FW a;a;W Dow. NOKOMIS,Fl:34274 HR510 �: 2 10 5191-2 (^, ALYP.E.#168705 P.E. :l.R 08l1?�09 FL COA#29296 71$"OVERALL GLASS NOMINAL 6116"LAMI GLASS NOMINAL. 118"HEAT STRENGTHENED GLASS 7116"AIRSPACE .090"SENTRYGLAS�BY 1/8"ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 118"HEAT STRENGTHENED GLASS 112"NOM. 29 GLASS BITE 32 — 39 37 2$ 29 EXTERIOR 35 O PRODUCT REVISED as oamFlying with the Ftorlda Building Code �+ /� �{ Acceptance No 15-01b 12.I4- OPTIONAL rxpirntionDala 4�b2! FLANGE BY Mi. „ ndo P-d� 7/8"LAMI I.G. GLAZING DETAILLYNy 4t /t/ WITH 8/16° LAMI GLASS AND 1/8"CAP �`��`�ON41c=1vsi �. rs N0.58705 '•ii' �r SG 5/29/15 C NO CHANGE THIS SHEET "-,�p l Z3 T1s A 1070'rECHNOLOOYDRIVE GLAZING DETAILS-INTEGRAL FIN FRAME J.J. 10h7/11 B N0 CHANGE THIS SHEET N.VENICE,FL 34275 nmas4 Wta ReWbea / 0 J.R. 09/18/10 A Changed glass make up,drawing flue. NaPicoMis BOX 1529 z7n g Nariz. Roller Window, lr C IBSISf?l7f R� �0NAU A LYNN I {L��P.E. J.or 08/12/09 FL COA VA29s HR5f0 1: 3 d 10 5191-2 C RE.#58705 19 18 13 1 SEE NOTE 1 14 SEE,NOTE 4 DETAIL D SEE NOTE 1 15 16 HEAD SECTION 1 0 0 1 SEE NOTE 3 29 EXTERIOR 1 SEE NOTE 2 4 5 .29 22 2.1 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#6 x 1/2 FL SMS,LOCATED AT 4 1/2" FROM EACH END AND AT 16"O.C. 2.#6 x 3/8 FL SMS,LOCATED AT 4112" FROM EACH END AND AT 16"O.C. 1 3.#6 x 112 FL SMS,LOCATED AT 41/2" SEE NOTE 21 FROM EACH END. 4.-CAM LOCKS; 29 22 (2)AT 7"EACH END rR DUC ng s complying iEgi I lortds 5.WEEPHOLES ARE 1"X 3116".SEE Ouilding Code HOT Aceeplonco o No 16,0 w,14' SHEET 1 FOR LOCATIONS. WELD SHEET Dale 2) By 1 SEE NOTE 5 Mi i adoProdw, 10 DETAIL E o SILL SECTION � �ejy LYNPi HOT WELD CORNER ASSEMBLY z�� •'�1ceNsF' •.F�r (INTEGRAL FIN) 1 No.50705 Ram 235 /�z7 SC 05129115 CROSS SECTIONS-INTEGRAL FIN C NO CHANGE THIS SHEET % >>'•. 7 rE OF �� ` rlenasY. V.W xewons 1070TEC14NOLOGYDRIVE _ i �s'•.!"1OR10i` . d R. fUl-01/1&101, Nochaneschanges his sheeCHANGE THIS t P.O. N,VENICE,FL 34275 viny, HOriZ: R011er WIr1CI0W, I! cf resistant n.. i'�i S�Ol`JnL�`�1 P.O.SOX 1529 0. ar m� anovtoa Dew NOKOMIS,FL 3427q °D a"r+ '' A LYfStJ MILILf�,P.E. J.R. O8 2/09 FL COA#29296 HR670 ?:`1 •¢ d ?0 5191-2 C' P.E.H 59T05 19. 13 18 2 SEE NOTE 1 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 16 - HEAD SECTION 2, 2 p 0 0 SEE NOTE 3 Q Q EXTERIOR 29 4 0 29 11 EXTERIOR SEE NOTE 2 4 5 29 22 21 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#6 x 112 FL SMS,LOCATED AT 41/2" FROM EACH END AND AT 16"O.C. 2.#6 x 3/8 FL SMS,LOCATED AT 4112" FROM EACH END AND AT 16"O.C. 2 3.#6 x 1/2 FL SMS,LOCATED AT 41/2" SEE NOTE 3 21 FROM EACH END. 4.CAM LOCKS:. 29.. 22 (2)AT 7"EACH END HOT PRODUCT REVISED as complying with the Florida S.WEEPHOLES ARE 1"X 3/16".SEE WELD d3c,ilding Codc AONO 1¢' SHEET 1 FOR LOCATIONS. 2 Fvinti nData �L(YL� Dy Miami ado N.&I.11COntr SEE NOTE-5 10 DETAIL E uo SILL SECTION ``��`��,��c�lve•'Ifill r�/��i�'� HOT WELD CORNER ASSEMBLY (BOX FRAME) 2 3`' No.X8705 Re» . RDne'l+4M ` o... SC7aY• De,xmisla�a 05/29!15 C NO CHANGE THIS SHEET CROSS SECTIONS-BOX FRAME -10�'. �rnrE uA RevaCB, RIV,".. - 1070TECHNOLOGY DRIVE _ - SCS l •.COFZtD.;.• R JMJ. �l0/17M 9 ROB NO CHANGE THIS SHEET N p.0.'BOX 5 9CE FL �5 Vinyl Horiz. Roller Window,Impact-resistant ��'�.;5/oN,�t_ J.R. 01/16/10 A No changes this sheet. s«aNwdec e.,. snar u..� W Rer A.L4NNN71LL7 2r. p�B..6em; -BY Oxa NOKOMfS,FL 34274 J.R. 08/12/09 FL COAi292% HR5f0 1:2 5 -( 10 5191-2 C P.E.#55705 ITEM DWG NO. PART# DESCRIPTION 1 5186 65166 FRAMEHEAD,SILL ANDJAMBS(FW ONLY) 2 5189 65189 FRAMEHEAD,SILL ANDJAMBS(BOXONLY) 21 4 5102 65102 FD(EI)MEEnNG RAIL 13 5 5123 65123 FDtED MEETING RAIL ALUM NUM/REM. 6 76XIFPAW 6 x 1-FH TECH(CAM LOCK,KEEPER) 8 78X312PPABX SCR 8X3 1/2-PPTYPEAB(FIXED MR) 15 9 71669SP 330025 ALUM SCREW SUPPORT PLATES 10 5138 65138 ROLLERTRACK 11 5138 65138 ANn LIFT 18 12 71038W INSTALLATION HOLE PLUGS(BOX ONLY) 34t. 13 5105 65105 SASH INTERLOCK RAIL 14 5114 65114 NTBRI:OCK RAIL-ALUMINUM RBNF. 15 76208SLAW CAM SWEEP LOCKS 16 76133SLKW CAM SWEEP LOCK KESI82 21 11 17 1644 .81644W WSTP-.187'x.270 FW SEAL 18 5137 65137 SASH SIDE RAIL 19 5114 65114 SIDE RAIL-ALLMUNUIMREINF. 20 1644 61644W WSTP..187.x.270 FIN SEAL 21 6106 65106 SASH TOP&BOTTOM RAIL 22 5.114 65114 TOP&BOTTOM RAIL-ALUMINUM RT3NF. 24 23 1644 61644W WSTR.187,x.270 FN SEAL,- 24 225-1 42112HO ROLLER HOUSNG 25 7BRVVrL2 8RASS WrFAS 26 7612FW 6x 112 FH PHL#2PT SIDS 25 27 7638FW 7 x 3/8 FH PHL#213T S/D/S 28A 6SVMGK716 7116'SUPER-SPACER 28B 6SWGK38 3/8'SUPER-SPACER 29A 5112 65112 GLAZWG BEAD,'1-LITE .32A 7/8-LAZA I.G.GLASS:118'TEMPERED / (NOT OUTBOARD-AIRSPACE-1/8'ANNEALED-.090 / USED) PVB NiERLAYER-1/8'ANNEALED(5116'LAM) 32B 718-LAM I.G.GLASS:118'ANNEALED (NOT OUTBOARD-AIRSPACE-1/8'ANNEALED-.080 USED) PVB INTERLAYER-118-ANNEALED(6116-LAMA PRODUCT REVISED as complying with the F1006 34 SCREEN ISuilaingCode jr,. 12i 21 35 VMS COV ERS Acceptance No EY -ration Date. 37 SETTING BLOCK 39 SILICONE DOW 1199 U %pltiami ade Product Comrol ao 10 NOTE: ALL EXTRUDED VINYL MANUFACTURED st I I r BY QUANEX BUILDING PRODUCTS,INC. ��`(Y LYN,V }` No.58705 y` a fit17. SG5/29/15 C` NO CHANGE THIS SHEETBOM&EXPLOIDED VIEW C D 41 -Z' g� y 1070 TECHNOLOGY DRIVE � .FZORiD .•'' '!0!17/11 B NO CHANGE THIS SHEET N.VENICE,FL34275 T" �i'11, SI ....... G Vinyl Horiz Roller Window, im acf-resistant /OAI/�L J:R. 01/18/10 A Removed 314" lass and beading from BOM. P.O.Box 1529r r t ore"ney. 0-b: t�ndaMee UNe: NOKOMIS,FL 34274 ® �` SINKM' �` A.I.YiJIJIf,�1�LER,P.E, J.R. 08/12109 FLCOA 429296 f1R510 NT.S' s a 10 5191-2 �. P.E,7{68706 REMOVEABLE NAX FIN 1.020 REMOVE- ABLE EMOVEABLE 1.835 1.647 FLANGE --- --.Q7o 1:250 .Qa3 .060 060 1.440 065 174 ,065 COF. Q —f 1.410 4.000 FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT DWG#5102 DWG#5123 SASH INTERLOCK RAIL .060 O RIGID PVC O At 6005-T6 DWG#.5905 � ..QF1 'L—'� 3 RIGID PVC 1.647 :080 1.1a0—►} .588 3.250 I.F.FRAME O DWG#5196 slo .080 RIGID PVC I 1.150 065 TL LL�' - oss 1_ 1.022 oso O SASH INTERLOCK RAIL C] REINFORCEMENT SASH SIDE RAIL SASH TOPMOTTOM RAIL 2.375 DWG'#5114 O DWG#651-37 � DWG#65966 PRODUCTRL'Visfib 14 19 22 S 21 at cromplying Ivilh the FlDeidu. At 6063-76 RIGID PVC RIGID PVC Building gCodelaace 1r3'b6i2.1Q. Bx imlion Date 060 1.305 By Miami a&ProdutfCknilt C�i � .210 .660 -kill 3.250 :035 LTA! BOX FRAME O DWG#5989 I.G. BEAD ROLLER TRACK/ANTI LIFT J RIGID PVC ,� DWG#5112 DWG 1#5No.68705 .138 _ C DUAL PVC 1 RIGID PVC `'° Ra.N1Uy. Deb: RorLbru: Deao{p6oi1 %A0•: ` EOF• SC 05/29/95 C NO CHANGE THIS SHEET EXTRUSION CROSS SECTIONS --� F w Deb. ReNa!MC 1070 TECHNOLOGY DRIVE (�` ,C0RIDl`;•'' \\ .J.J, 10/17/99 8 NO CHANGE'THIS SHEET N.VENICE,FL34275 T"' S C9 R°a°8!'• oem. RavWW�' Added wall thickness to nll extrusions,removod beading lar3l4'glass. P.O.BOX 1529 Vinyl Horiz.Roller Window, Im act resistant ''�,s/ONAt_�� J.R. 01/18/10 A 0 S.&W 1k soh ue.c a..� m Rk A.CYNNiM1LL��2,P.E. NOKOMIS.FL 34274 arwm W. peb; � aba ' oab: HR610 9:1 7 w 10 5191-2 C P.E.458705 J,R, 08/12(09 FL CoA#29296 HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +601-70 PSF OR LESS ANCHORAGE NOTES FOR SOX FRAME: WINDOW T(in) ®1. ANCHOR TYPES: 1-3/16"ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES). 24 30 1 36 1 42 1 48 1 54 60 6 MINIMUM EDGE DISTANCE OF 1". 2•#10 SM SCREWS,QRADE5(FOR.METAL AND WOOD SUBSTRATES) WINDOW ANCHORMINIMUM EDGE DISTANCE OF 318 #OF ANCHORS REQUIRED(TYPE 1 OR 2) WIDTH(in) LOCATION 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. Head and Sill 2 2 2 2 2 2 2 2 6.5"MAX.FROM ALL CORNERS 24 JAMBS-16.3725"MAX.O.C. Jamb 2 3 3 3 4 4 5 5 HEAD/SILL 15"MAX.O.C. 3.INSTALL PER THE ADJACENT TABLEANCHOR Head and Sill 3 3 3 3 3 3 3 3 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 36 NOTE 2. Jamb 2 3 3 3 4 4 5 5 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE. 42 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10. Jamb 2 3 3 3 4 4 5 5 (048Head and Sill 4 4 4 4 4 4 4 4 If Jamb 2 3 3 3 4 44 5 5 54 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 60 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 r' 66 Jamb 2 3 3 3 4 4 5 5 ,nco x lying%VISED :x Camp3yinb with the Plodde ffu Head and Sill 5 5 5 5 5 5 6 6 AcceingCodo tScceplaaceNo I -0 )2• 1 piraion Daie &1 72 Jamb 2 3 3 3 4 4 5 5 °y Munni ode Product Ctmtr Head and Sill 5 5 5 5 5 5 6 6 73 Jamb 2 3 3 3 4 4 5 5 I.YNtq Nij��'% -ENS,- NO.58705 o.�: RM"u SC 05/29/15 C CHANGE IMAX HEIGHT IN ANCHOR TABLE ANCHOR CHARTS ' 0' eveCele Rerfsimz. 1070TECHN010G DRIVE AN .f..i. 90/17/1? B NO CHANGE THIS SHEET N.VENICE.FL34276 r� % � '•:F�ORIO?.•' �� :Z V-A: R Vinyl Hortz Railer Window, Im act-resistant JR. 01/16/10 A Added additional anchor information. NOPi.O.B X129 s""'1fd't s� S°°'° vmovA. R" r77A'.O n},�1�lFk`p E. Drama)- w8 � �". HR510 NTS 8 a 10 5191-2 C' P.E.N56705 J.R. OA/12/09 FL COA#29296 W 1 318"MIN. w #10 SCREW,SEE 112"MIN.EDGE #10 SCREW,SEE SHEET 8 FOR SPACING SHEET 8 FOR SPACING 1/4"MAX.SHIM--I z — f I 1 3/8"MIN. 1/4" REMOVEABLE 14° MAX. FLANGE MAX. SHIM SHIM [� Q #10 SCREW,SEE 1 3!8"MIN• NOTE:INSTALLATION ,1 SHEET 8 FOR SPACING REMOVEABLE TO THE SUBSTRATE VL J a FLANGE --J� OF 1x OR 2x WOOD BUCKS TO BE REMOVEABLE FLANGE 1/2"MIN.EDGE ENGINEERED BY JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS THROUGH FRAME-INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1 3/8"MIN.EMBED 3.5 KSI MIN.CONCRETE EDGE DIST. APPROVED MASONRY OR 1.5 KSI MIN.CMU ANCHOR,SEE SHEET 8 1/4"MAX.SHIM----I I O' A FOR SPACING " 13/8"MIN.EMBED EDGE DISTANCE 1/4" MAX. REMOVEABLE114"� SHIM FLANGE MAX. SHIM APPROVEDMASONRY "',:','•, ANCHOR.SEE SHEET 8REMOVEABLEFORSPACING FLANGE _ -3/8"REMOVEABLE FLANGE APPROVED M ; °3.5 KSI MIN.CONCRETEOR 15 KSI MIN:CMU ANCHOR,SEE 3.5 KSI MIN.CO1YC72ETE ., FOR•SPACING ' OR 1.5 KSI MIN.CMU —r EDGE DIST. PRODUCT RRVISED JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME 3%complying with the Florida BuildTHROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Accc lanig Code ce-N AcccptanceNo 1�•t4 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL W( iration Date. x► Dy NOTES: Mian,l U&Product Conti 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/16"ULTRACON,EMBEDED 13/8" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 13/8"MIN.. r r AL THICKNESS IS LESS THAN 1 112".Ix WOOD 3 UNN CAN BE INSTALLED DIRECTL TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE T1 1/2"THICK OR GREATER..INSTALLATION TO TBHE SUB UCKS ROPTIONAL WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix AkE.BUCKS WHOSE RATEOF WOODNIT \,� �UN�....... BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. y�cFNsg''•. p 4. FOR ATTACHMENT TO.ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1B"THICK.THE ALUMINUM STRUCTURAL MEMBER - fe No•56705 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE _ " SPACING FOR ULTRACONS MAY BE USED. `.0.'��. Br. Dela R.I b. SC 05/29/15 C NO CHANGE THIS SHEET INSTALLATION DETAILS-BOX/FLANGE FRAME , . �?+o!' R By; Brofs Ra isbw 1070 TECHNOLOGY DRIVE �j J.J. 10/17/11 B NOCHANGETHISSHEET N.VENICE,FL34276 "` /,;,'9101q Randey. RMabu: Vin l Honz.Roller Window, Im act-resistant ��„r,A' J.R. 01/18/10 A No changes this sheet. P.o.BDx 1529 �•• � � NOKOMIS,FL 34274 X12 R.r. A.LYNN MILLER,P.E. J.R. 08/1?J09 FL CDA 929290 a 10 5191-2 C REM 56705 1/2"MIN-EDGE 1/4"MAX.SHIM—►I I_ (.120")DIA.x 11/2"ROOFING NAIL, -*-1430"MIN EMBED ©� SEE SHEET 1 112"MIN.EDGE FOR SPACING O w m w I_ Z 1.557 REMOVEABLE va^� m FLANGE MAX. NOTE INSTALLATION v TO THE SUBSTRATE SHIM OF 1x OR 2x WOOD BUCKS TO BE OTHERS RED BY CREMOVEABLE FLANGE (.1204)DIA.x 1 112"ROOFING NAIL, _ ® SEE SHEET 1 FOR SPACING JAMB Wl NA HEAD W!NAIL FI THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 1/4" MAX. REMOVEABLE SHIM FLANGE o (.120")DIA.x 1 1/27 NAtL,�. `` -- : •. SEE SHEET 1 FOR SPACING 1.430';MIN _ elL FRp�111NG THRt1 NAIL FIN INTO WOOD NO---TES:O,& 1x'nta�s' 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE (.120'7 DIA_x i_IW ROOFING NAIL. 41IAH 1 2• WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOT--AL THICKNESS IS 1.ISS 1 112 rn t�'`YIt'xG a BUCKS ARE ppTIOAIAL IF UNIT CAN BE IIVS7ALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X A13Y pUTHpRI GREATER, INSTALL ATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OT14ERS OR AS XOPRO�ED E 3. JURISDICTION TO AIUMIMIAM1:THE MATERIAL SHALL BE A MINIt+AUlU1 STRENGTH OF 6063-T5 AND A MINIMUM OF AJ TO TNA S;zo- Rd►1%uW ALUMINUM STRilCTtltiAL MEMBER SNALL$E OF A.SiZE TO pIZOyIpE ALL SUPPORT TO THE��FRAIv1E G EtdT IKTOTt1E�" THESE DETAlt,S f=OR 2x WOOD BUCKS. THE ANCHOR SHAt,L BE q�1t1$HEET METAL SCREt(+F WIC FUL�L-��C(zidS t3AAY BE USED- 1NY F/II`� 5X q"i IF THESE CRITERIA I�i21E tLiET,''IHE.RESP1=CTt9/E DESIGN PRESSlliZ1ES AND ANCHOEtAGE SPACING FUR N�� "• � 2 ' m. �5t29t75 G Cl5►EONL?E13.4AlCKUR T0.72Q ROOFING NAIL .1070-mcmoLaGr J.J. 10/iTt71 B No cVMNGEVW S SHEET M.yENICE,pLygzt5 J R 01/1 0 s � � P O•HOx 15� L R a� A corrected na#Mngth IQ 2-112".added die,lRcle waxorrns.fl�*�`°