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HomeMy WebLinkAboutProduct Approval; Windows Single Hung712D12020_„_ Florida Building Code Online Business & Professional Regulation BOO Ham. I tag In I User Registration I Hot Topics I 5abnui s.r .n,e I stats & Facts I Publications I Contad Us I BCM Site Map I Links I search lDrida�� r� La Product Approval a USER: Public User dF�MO� Product Approval Menu > Product or Application search > Application Usk > Application Detall FL # FL29698 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer PGr Industries, Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Authorized Signature Jens Rosowski jmsowski@pgtindulstries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941) 486-0100 'Ext 21142 Imi Iler@pgti ndustries. com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung RECEIVED JUL 2 7 7nzn Permitting Department St. Lucie County Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 44 Quality Assurance Entity Keystone Certifications, Inc. G� Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich, PE `� ® Validation Checklist - Hardcopy Recei f Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 201, 202, 203 Year 1994 hUps://www.floridabuilding.org/pdpr app d0.aspx?param=wGEVXQwtDgsJw M3na/o2b4Th36EVgVgxAMeJDulrO5UIDEctea/o2baTa/a2fgKga/a3da/a3d 1/2 7/20/2020 % " Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved SummarV of Products 06/12/2019 06/13/2019 06/23/2019 08/13/2019 FL # M ber or Name Description 29698.1 in SH-5500 Impact -resistant, Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HV FL29698 RO ri SH5500 - 1D.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product F1,29698 RO AE Eval 1D - SH5500.pdt performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida Is an AA/EED employer. CopyrJcut 2002-2013 State of Florida.:: Pdvacv 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 M 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 of0clal 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 emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, KS., please dick here_. Product Approval Accepts: ® ®® r M Credit Card Safe https://www.floridabuilding.org/prlpr app_dfl.aspx?param=wGEVXQwtDgsJwwM3na/a2b4Th36EVgVgxAMeJDulrO5U[DEctea/a2baT°/a2fygKg%3d%3d 2/2 ANCHORAGE F.XM.IPLE FOR ,128-IRP MAK. O.C. RAOIUSTGP / \ - H6AOER(SWL 1TMAX.FROM FOR ALL FRAME SEAM WWDOWTYPES) REISS // SHEETS A.SEEF SHEEF3-._._+-30'MAX O.C. 12' MA). SHEETS' ASEE.�'_' l 12'MAX SREM 1 -t I 1 EQUALLY it / 1]-T/B•MAX. O.C. SPACED EQUALLY pNGNORBLE6 SPACED iI TABLES ANCHORS PER / TABLES G I 04• T MAX 10-MAX O.C. BUCK LJ��JJjj .1_ HFJGHT EQUAU-Y '/ 13Y4'MAX O.C. TSPACED SPACED / IJ_ SPACED ANCHORS PFR ANCHORS PER TABLES A 1 TABLES I 11 &1? MAXt- B - NOANLHORSATSIU- \_` 1 Br 52-11B MAX BUCKWIDTH 21-SIS'' FORHARCNTO �E MA% O.G 30' iT MAX J l .EADEA(SIM.FORALL WINDOWTYPES) / 10MAX FROM 12—RrINI. —r FRAME SEAM DESIGN PRESSURE RATING I IMPACT RATING +65.0/-70.0 PSF LARGE &SMALL MISSILE IMPACT RESISTANT ED WSISLE 3HT WIDTHI -L / DSEE SHEET. 30'MAK O.G-��-12-MA)C FIXED SXEETJ�—._•1. - SHEET. /WSIBLE LIGHT HEIGHT T 17-718'MAX. O.C. A. SEE '-' SNEEfs EQUALLY I / 1J c I / _�_ B1.]B• SPACED II tT-]l&'Mq%. O.C1 I MAY ANCHQRSPER _—r BUCK TABLES- 6T - T HEIGHT T- NAX 10'MA%.O.C. X L, BUCK TIP MA%IO.C. HEIHEIGHT7/7G / 1b3/1•4'MML-AX O.C. H LE 1 MPX O.D. EQUALLY SPACED L— M —L ANCHORS PER HEIGM A I 1. TABLE5 A 1 1 52-V&'MAX BUCK WIDTH 4-MAX( C, r 1-1A 2 .-MAX O.C. I r CH HEIGHT X_ AS SHOWN (91.]B' rI ♦ SEESN.WEE0. SASHWSIBLE - sFF SIUWEEP- �T� I, BEESILLWEEP- °�_�' 1-114--'-'I-'\ SEESILLWB 52-1/e'MAX BUCK WIDTH I�SHEEF3 ETNLS. LIGHT WIDTH -NOTCH DETAILS, V-�-I 52-1/0'MAX BUCK WIDTH_NOTCH DETAILS. `NOTCH OEFA SHEETS SHEETS SHEET3 SHEET4 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELJPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHWI OWN TH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE LONFIGURATIONUPTO ANCHORED THROUGH THE NAIL -FIN ENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW ]5•HEIGM SEETABLES [SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE. INCLUDING THE HIGH VELOCITYHURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND40RNE DEBRIS REGIONS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM UO CONCRETE MASONRY UNITS AND CONCRETE WITH MN. XSI PERANCHORTYPE ALL WOOD BULKS LESS THAN 1-IW THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNRIS INSTALLED DIRECTLYTO SUBSTRATE. WOOD DUCKS DEPICTED AS MARE I-V7 THIGKOR GREATER 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNEDAND SECUREDTO PROPERLY TRANSFER LOADS TOME STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR) ORARCHRECT OF RECORD, (ACRE ANCHOR EMBEDMENTTO BASEMATERLAL SHALLSE BEYOND WALL DRESSING OR STUCCO. USEANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALLSEALIN WIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYONDTHE SCOPE OFTHESE INSTRUCTIONS. IW MAX SHIMS ARE REQUIREDAT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. DESIGN PRESSURES: A.NEGATME DESIGN LOADS BASED ON STRUCTURAL&CYCLETESTINGANDGV SPERAS11I - B. POSITME DESIGN LOADS BASED ON WATER TESTPRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PERASTM E1300. C. DESIGN LOADSARE BASED ON ALLOWABLE STRESS DESIGN, LSD. &) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORNESPONDINGTOTHE REQUIRED DESIGN PRESSURE. THE 33-1)3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD. ANCHORSTHAT COME INTO CONTACT WITH OTHERDISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS WME FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY ME AUTHORITY HAWNG JURISDICTION. 10)REFERENCES: TEST REPORTS FTL-]964,-7966,19-903]; ELCO ULTRACON NCA: ELCO CRETEFLEX NOA; ELCO AGGREGATOR NOS.: ENERGI WINDOW AND DOOR PROFILES, LTD WRITE SRON2EILIGHTER SHADES OF CAP COATED PVC EMRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS& ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BULGING OFFICIPL GENERA.NOTES&ELEVATIONS---___.•1 FRAME, GLASS & ANCHOR OPRONS-_-......_..2 INSTALLATION, FLANGE& EQUAL LEG1B0)L... _3 INSTALLATION, INTEGRAL FIN &J-CHANNEL_._4 DESIGN PRESSURES__.-.._._.___.....-5 I .)AAA EMRUSION PROFILES.._._..................-._..-...._T ♦Q1LL . pjAl LYNIV ' USER INSTRUCTIONS: BOM & ASSEMBLY.._.- ............... _......... _... .._.....ICENO 1) DETERMINETHE SITE SPECIFIC, WINDOW OPENINGSS DESIGN PRESSURE REOUIREMENTFROM ASCE ]. 2) MOST SURAION(TA HORGROUP FROM TABLES ACCORDING TRMINEOURwiINSTALLATION kVNYL SINGLE HUNG WINDOW(LMp �06104/19 _* No. 58T05 ?*❑ KDETERMINETHENOWING YOUR RATIONOWSDECONDITIONS. 3) PRESSUGYOURGLA]3NOOPTION (TABLEDOR EXCWDTHE DESIGN PRESSURE ME WINDOW PPESSUREFROMTABLE4. IF MUST EQUAL OR IXCEEDTHEDESIGN PRESSURE REOVIREMEMFOR THEWINDOW OPENING : GENERAL NOTES$ ELEVATIONS ?m EKOSS - /• I :C % :x OBTAINED IN STEP I. ip••, a TEOF 4)DETERMINEWEANCHOROUANTTTYFROMTABLE5. VERIFYTHEMCHOR5UBSTRATEMI MEETREQUREMEWSFOR D : :. �W SOT•._ YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, ANOWATALL MIN. REQUIREMENTS FROM THIS SHEET4ETARE MET. CERFOFAUW.0I2B296 £ ♦K"::`,�ORIOP:' ?� 5)INSTALLAS PERSHEET3FORTHRU-FRALIE NSTALLATIONORSHEET4 FOR INTEGRALFIN INSTALLATION. 1070 TECHNOLOGY DRIVE R ASS�O E�G♦ PROCESS FORALLFRAMETYPES COPYRISTRT02019 ES. INC. N. VENICE, FL 34275 NOTE DESIGNPRESSURE RATING DETERMINATION ISTHESAMEPGT �-� YAI1jNAL111`♦ EL (J-CHANN,FLINGS, INIEGRALFIN OR EQUAL IEGIBOI(E WGHT AILGHTS RESERVED (941}460.T600 SH-SSOD IRE TUTS 1 OF �i SHSSOO LAMA tiz A. LYNN MILLER. P.E.P.E#W P.EY 59)OS TABLE 1: ALLOWABLE GLASS TYPES Glass Description Table Sheet Type p # 1 7116"Lam! (3116'A-.091T PVB-3116'A) 4 5 2 7116' Lams (3/16- H -.09(' PVB - 3/16" H) 1 4 5 'A•=ANNEALED W. HEAT STRENGTHENED 'PVB'=.09P TROSIFOLOM BY KURARAY "MICA [NO 7/16' LAMINATED —( GLASS STACK VB �F%iERIOF GLASS TYPE t GLASS TYPE 2 Gmup Anchor Substrate Min. Edge Distance Min. Embedment• D #125M5 (Steet, IB85.S. w410S.S.) P.T. Scullem P.(SG=O. ) 9118 138- Steel, A 31W DOW Steel Site, A653 Gr. 33' 31W 0.0451'(18 Ga.) Alumbvm, W63-W wr 0.067 1/4'steel Unman P.T. SOulhem Pine(SG=0.55) 1' 1�8' 1/4'steal CtatelleK P.T. Soulhem Pine(SG=0.55) 1' 1a8' 1/4' steel A98mGalor P.T. Saullem Pine (SG=0.55) 1' 13 8- C steel Ultmcon Concrete(min. ZS5 W) 1' 1H4- Ungmuled CMU, (ASTM C-90) 1 2-1/2' 1-1/4' 1/4' Steel Cattai" Generate (min. 335 tell 1 1' 1a/P 1/4'ste"U"m Coll 285 ksi) 2-10 1Z D i/4'steel CreteSex E(min. Conemte (min. 3.35 ksi) 2-1/2' 1 a4' Uwpouted CMU,(ASTM G901 2-117 1-1/a- - IWsteelAggreGator I Conemte min. 3.275 ks1 GmutLq CMU, (ASTM cm) 1-112' 7 t 8' 7 • MIN CPS THREADS BEYOND THE METALSUBSTR tM LNGROUIED CMU' VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. Group Anchor Substrate Mtn. No. Min. Matinee Emboamenr 2-1YY RirgshaNc Rao51g Na0 P.T. SouNem Pine (SG=.55) 3la' 2-711V P.T. Southern Plem (SG-.65) 112- 13/8' #10 Tmsshead SMS Aluminum, SM6 W 318` ODD (steel, lS S.S. Steel SWd, Gr. 33' 3l8' 0.0451- (18 Ga.) or410 S.. S.) Steel, A36' Sir DOW F P.T. Souticem Pine (SG-.55) 9116' 13B' #12 EMS Aluminum, 6083.75' 318- D.M. (steel, I" S.S. Steel Stud, Gr. 336 Va. 0.057 w410 S.S.) Steel, A36' 31W 0.050- Material Min. F. Min F. Steel 5'. Wki 120 ke1 I"Se. ED ksi 95 ksi 410Screw Wkai 110ksi EIca Aln.•Gatca 57f KM 98kei Etec II.C4n9 410 SS Sco CrekFlee® 155 ksi 127.4 ksi In ksi US71csl 606G75 Aluminum 16Msi IIkel A36 Steel Mksi 58 ksi Gr. 33 Steel Slue 9kai 45 kst 7/1NATED GLASSSTACK GLASS STACK FIGURE A: FRAME CONFIGURATIONS i E EQUAL-LITE ORIB1 COTTAGE FIGUREB:FRAMETYPES zu J-CHANNn INIEGRAL RN 2 NN4 FLANGE BO%OR EQUAL -LEG --4BUCKWID --{BUCKWIDTHf•---IBUCKWIDTH: '; ` I �p T to m w 1 RECTANGULAR sy 1 11 RADIUSTOP i ARCKTOP WINDOW SHAPES AS ABOVE OR SIMILAR MEAPPROVED. SHAPES MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABIES ON SHEETS 59. TYP. GLAZING DETAIL NOM. GLASS TYP. i VINYL SINGLE HUNG WINDOW (LMI) a 06/04/19 No. 58705 '•. *, *^I`' A '•: 6 rebk� : sty' GLASS/ANCHORS/FRAME OPTIONS ;,� E KOSS MIN. OF 3 THREADS BEYOND THE MEfN.SUBSTRATE CERT.OFAUiH. Wi92% ° P S ."T - NOTE: cDPYRIGHrDzms 1070 TECHNOLOGY DRIVE a �'/'Si01NA a�`s` USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 d 3. THIS SHEET. FOLLOW EMBEDMENTAND PGTINDUSTRIES,INC. N. VENICE, FL34275 - ALYNN MILlSR, P.E EpGEDISTANCE UMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ONANYSIOEOFTHEWINDOW. ALLRIGHISRESERVED (941)-480-1609 i SH-5500 NTS 2OF9 z° SH5500 LAMl s w I II INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED TLYINTTHROUGH TEJCM PNLHOREOTHROUGONCREFRAME ICMU. OPTION —.-r-- EDGE DISTANCE OIREC4YINFO CONCRETEMfAU. SUC SEE NOTE CONWETEI. SEE NOTE 2. THIS SHEET. FRAMEI TO0(WOOD EMBEDMENT FRAMEIM02%WOOD EMBEDMENT FRAME OR BUCKSTRIP. il4'MA%SHIM 16 1N-MAXSHIM +1 r- —F SEE NOTE 2. THIS SHE ET. G EMBEDMENT -r SASHMSIBLE t T FLANGE FRAME EDGE 18J' UGHTWIDTH �\ 17 DISTANCE SHOWN DISTANCE Cg N—L.Ilvi AX ( �TYPBEVNARIEB ! .f I TYP. ANCHOR SHIM TYP.ANCHORTYPE, v 42 WITHSASH ^ / II TYPE, MISED ENTANPE EMBEDMENT M. /` • WEIGHT �30 I 1� ANDEDGEEMBEDMENT EDGE DISTANCEPER SEETACE 2.SHEESTRATE,SUBSTRATE. 31. DISTANCE PER BEE TABLE 2, SHEET2 SEETABLE2,SHEET2 A EDGE SUBSTRATE, 18 E%IERIOR ` �' DISTANCE SEEET2. 2, SHEFIXED (���� 19jy Ypl OPT.SASHTOP FIXED VISIBLE W$IBIE • 1S 11 - \•/�LIFTRAIL F OlE �'� LIGHTWIDTH j EOUAL �L I1FI.IGHf FOR ALL ININ S NOTES: SHOWN I^ �J BUCKWIDTH LEGIBOX 1 ANCHOR M 3.5F SHOWN 49 I 48 'FROM END AND AT 1)MEONLY HORIZONTAL SECTIONA-A I 'I �j 21 CENTER SUBSTRATEAPPROPRIATE D ! 2 FORWINDOWS ANCHORSMTEDONTABLE2. 72 O' - OVER35'WIDE: SHEET 2. FOLLOW EMBEDMENT AND 0 ! EDGE DISTANCE LIMITS. ANY FED APPROVED MUWON, FED COMPSEESULUMINUM/BTEELFRAMMABUE2, STEEL. MD. 1.ADDAOOITIONAL MAY BE VERTICAL OR HORQONTPL SEE SUBSTRATE PROPERTIES TABLE2, SNEET2. 45 45 47 FCREWS ®18J9• INSTBE ON AW SIDE SHO�OF THE MAY 14 i BE USED ON ANY SIDE OF THE 36 FROM ENO. �� FOR WINOOWB WIM WW00W. 1/4'MAX. BOTBUCK 16 ADD AD ITIONLou SHIM -� 012GTEEL Ile HEIGHT 50 O ADD ADDITIONAL 2)MASONRYANCHORS MAY BE SELF-0RIWNG SHIM SCREWS Q83�B' USEDINTOWOOOASPERTABLE2• _l � r SHIM SS - FROMEND. SHEEf2ALLWOGDBUCKSLESS •l^ SMS (G57. SEE THAN1-IY THICKARETOBE TABLE 2, SASH CONSIDERED I% INSTALLATICNS. IX SHEETZ EXTERIOR VISIBLE WOODBUC,SAREOPTIONALIF LIGHT ! UNIT IS INSTALLED DIRECTLY TO HEIGHT t SUSERMTE.W000BUCKS �OPf 86 �— 1B DEDICTEDAS2%AREIA1 THICK USE EITHER ORGREATER.IILAND2%BUCKS INTERIOR 81 �31 30 LATCH65� BOTTOM OR_ (WHEN USED) ERLYTANSERLOADDESIGNED RANGE RAME WEEP D , \ FROM At65IB' DESIGN AND NED MR THE b'T�NE. IA�TION IC9 THE SHOWTJ NOTCHES D. BO FROM SASH ENO. RESPONSIBILITY OFTHE ENGINEER EACH END. ORARCHI'TECTOFRECORD. 3) VISIBLE LIGHT WIDTH OR HEIGM EXTERIOR KBOREFERREDTOASDAYLIGHT INSTALLATION n• INSTALLATION 67 OPENING) IS MEASURED FROM OPTION OPTION ANCHOREDTHROWK ANCHORED THROUGH FRAME HOM r-1/4'MA%SHIM BEAOINO TO BEADING. FRAME INTO METAL FRAME i'---_--. 4 VERTICAL SECTION B-B NO ANCHORS REQUIRED IN VISIBLE LIGHT FLANGEOR FORMULAS VINYL SINGLE HUNG WINDOW (LMII 6/04/19 *Na 56705 EQULEG FRAME BILLS WIDTH ®SASH:BUO:-SUCK DTH- ®FIXED LffE: BULK WIDTH-43B' OU® o ° FLANGE& EQUAL LEG/BOX FRAMES �Z EKOSS � *_ ?3 ;- �0 STATE OF HEIGHTMOUAL4JTE1 BUCK HEIGHTQ-31N1E CERT.OFAUM. b29296 IDP:'C2�C�� �i lK`s '•�ORII 1070 TECHNOLOGY DRIVE i '�,,S�oNq.1EN,.` COMIGWO2019 PGT INDUSTRIES INO N. VENICE, FL 34275 ALLRIGHTSRESERVED (941}480-1600 SH-5500 y NTS 30F8 ;R SH5500LAMIMUlLEmP.E INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INT02X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTIONS 1 EMBEDMENT WOOD FRAME OR SUCKSTRIP. SEE INT02XWOODFRAMEOR ANCHOREDTHROUGHINTEGRAL EMBEDMENT NOTE2,THISSHEET. BUCKSTRIP. GEE NOTE 2,TM5 SHEET. F-- EDGEDIBTANCE FlNINTOV OOOFRAMEOR I 'I I BUCK- STRIP.SEE NOTE 2jNT�HIS E1DGE DISTANCE I �I�I 1l4-MAX SHIM �1'�\ 1M'MA%SHIM SHEET. �SHOWNE'I .L E9EPERSUSTRTE, �Jlll �� �H VISIBLE 16 FRAME \ OISTANCEPERSUBSTRATE 1B LIGHT WIDTH r III 1 r U _ (SCREW SHOWN) I� . I J BALANCE ) 1 TTT'''{{{ ttPEVABIES .. .�_- __. 0 ( EMBEDMENT ��—114'MA%SHIM 42 WRH SASH C� �o EMBED ENTANDEDGE DSTD �� ANCHOR TYPE. WEIGH 30 �� p DISTANCE PER SUBSTRATE, 31 SEE TABLE 3, SHEET 2. (NAIL SHOWN) EXTERIOR �� TYP.ANENTAND E, 8] .1/ INTEGRAL EMBEDME PER SUEDGE BSTRATE. FDED I14(tr 19 201OPT. SASH TOP � ( FIXEDVI IDTH (3, FIN DISTANSEETACEPERSUBSTRATE. VISIBLE `I`I- �JUFTRAR J-CHANNEL LIGHT WIDTH FRAME SAILSHE3,GHEEf2 LIGHT FRAME � SHOWN (NNLSHOWN) HEIGHT FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR ® 3.55' BUCK WIDTH 49 I 48 211 FROM ��AT 1)USEONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C /--� FORWINDOWS ANCHORS LISTED ON TABLES 2 S3 -/ OVER3VWIDE: OF SHEET 2 FOLLOW EMBEDMENT APPROVED 72 0 NG OR STEEL MD. MAY ADOADDRIONAL PNO EDGE DISTPNCE MMRS. ANY 1/<'�� FBCE VERTICAL OR HIOR ONTA- SE SUBSTTRATE PROPERTIEUMINUMISMEL S TABLES 28]SHEET I 14 V 45 46 47SCREWS 35 FROM END. BE BE USED ON ANY SIDE OFTH2INSTALLATION OPTION SHOWN MAY SHIM \ BUCK FOR WINDOWS WITH WINDOW. BOTTOM LOCKS; HEIGHT 50 a L 16 tl ._M0.Y ADDADDRIONAL 2)MASONRYANLHORSMAYBE SELF -DIMING SHIM SCREWS@8- USED INTOWOODAS PERTASLE2. SMS(G5LSZET— FROM END. SHEET2.ALLWOODBUCKBLE53 3D i CONSIDERED 1XINSTE TOTE I TASHEETI SASH IX WOOD BUCK INSTALLATIONS. SHEET2 \\ EXEERIOR "BIBLE 1XW000BALLEDDIREMNAL IF LIGHT t USE SUaSTRJM WOO DIRECTLY TO a \ HEIGHT fl I.ATCHOR BOTTOM (SHOWN) DEPICTETEW000 1-1K 86 .�_ 16 LOCK(SOM OR GREATERD AS. 2K ARE i-1IBUMSK OPT. TESTED UNIT 3). OR GREATER. IX SHALL. DESIGNED �\ TESTED UNIT (WHENDERILYTALL BEERLOAD R)1' 81 30 63 TO PROPERLY TRANSFER LOADS ,/ NEGER OR / LOCATION: SSR' INTERIOR 91 �� TO THE STRUCTURE WOOD BUCK FIANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATONISTHE IN-FlELD NOTCHES ES ATD. BD \ \ p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN VII NOANCHOPS ORARCHIECTOFRECORD. FRAME SHOWN �^y/I REOUIREO IN FRAME SIl15IF ANCHORING (ALSOBLEUGHTWIDTHORHEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME OPENING) TOAD DAYLIGIR OPTION7 .71 OPTION8 OPENING) IS MEASURED FROM/ 114'MA% ANLHOREDTHROUGM ANCHORED THROUGH FRAME INTO METAL ( FM ERSNHL F0IN / o SHIM BEAOINO TOBEAOING. INTEGRALFININTOMETAL (INTEGRALFINIFLANGEREMOVED) `L1 YLYN ... N / 2T' X1.25'WEEPHOLE -r ` �'C�...... FROM EACH VISIBLE LIGHT FORMULAS No. SB]DS TW. ANceoa ttPE, O EDGE DisTANCE VINYL SINGLE HUNG WINDOW (LMI) g 06/04/19 = * i *_ EMBEDMENTAND EDGE I WIDTH DISTANCE PER SUSSTRATE,J _L ®SASH:BUCKWIDTH�J-CHANNEL 8INTEGRAL FIN FRAMES §d EKOSS %A '. n IS SEETABLE 3, SHEET2 —.-I EMBEOMENTI--- ® FIXED LITE:- BUCK WIDTH -C-V E - 10�'. ST TEF •!V�` (SCREW SHOWN)INSTALLATION HEIGHTIEOUALiREI ® j, F p20R10A \�Q CERMOFAUTH.%282BB : '// S '•..••. •. - O C ANCHORED THROUGH IINTEOAL FW VERTICAL SECTION D-D BUCK HEIGHil2-}1y16' 1070 TECHNOLOGY DRIVE C INDUSTRIES, FRAMEORBUCK- LL RIGHUSTRIERVED (941)4 0-160 3427$ ¢ A.LYNN MILLER. P£ STRIP.SE NOTE 2, THIS SHEEP. ALL RIGHT9 RESERVED (941}460-16DB SH-5500 It NTS 40F9 ,.: SH5500LAMI'2 p£n5B]OS TABLE 4 Glass Types Design Pressure, Ibs/R2 1&2 +65.0/-70.0 Reinforcement Level: R2 For all Window & sash sizes per -Table 5 NOTES: 1) USE TABLE 4 FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE 3) FOR SUES NOT SHOWN, HOUND UP TO THE NM AVABABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE NEAER /-0 MEETING �ANm 1�3HT slu- SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN W FIGURESABOVE APPLYTOALLFRAMETYPESB CONFIGURATIONS) SINGLE HUNG WINDOW (LMI) 11106104119 I I' ' ,� I 5 DESIGN PRESSURES 8 GLAZING E KOSS LI \ CERT. OF AUTH.p 96 1070 TECHNOLOGY DRIVE 2 N. VENICE, FL 34275 (9411480-1600 f SH-5500 "1 NTS 111 5OF9 kz SH6500 LAMI p1Y LYNAI, Nc.58705 .P aG�ia +D SiATE OF 5V Di(Cs�' 4[ORIOP: •NCO\?� A.LYWIMLLLERP.E. 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SASH HEIGHT= WINDOW BUCK HEIGHT -W.138 NOTES. 1) USETHE ABOVE ANCHOR OUANTIPES REQUIRED......... -TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME 2)USE THE ABOVE -MAX. ANCHOR GO. SPACING........_' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. •MR- - MEETING RAIL 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 10 COPYRIGHT 02Di8 5) REFER TO TABLES 2 63, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS PGe ^NOSTRCESPIFO. lo. FL 34275 IGLE HUNG WINDOW (LMI) 1 106/04119 4NCHOR QUANTITY TABLE PmIEKOSS SH-5500 E NTS 6 OF 9 �4SH5500 LAMI , YU Me9m nGSPs Mgmr �p •'N�epNFN-Hz�sN�kn No.58705 9: 9 0 _`TEOF 1 A LYNN 3AM' - -ii� OFLANGE FRMMESILL ,.S,B• .9]d' 12,1• -r .�.� t.ppp• � .035 01d MEEMIGRAIL 18 MED SASH RML ,) wO iziE :�� uI 3• y1 FINFRRME 1 OEOURLLEGFRAME HEADIJAMB HEADNAMB -- 3AB,• ar ABP 1 Tb4• 12M OFIN FRAME O EQUAL LEG SILL F EBILL JImo, .0I0' .BfiO' .]15' 1.182- �+- 0)0• 1.041' f JA - LIGMS MMEEG RML RNREINFORCEMEM 2) REINFORCEMEM — 2,1w I � 1.sas• �{ U• 0 j—.Wp J .OSY J A)1' 5gry .OSM —T .000• J � I .0)0�� 1B SCREW COVER 19 NTERLOCK TO IME =COVER T, BEVELED S�D N)ERLOCK OIMERL COVER —� .B%• H .3,6' —�I f� .3W Sir I 75T i50' = :F : No. 587DS O� �• _WINDO EXTRUSIONS WINDOW (LMQ OSSl04/19 _ /I ,G,s- �-� '°T5• '}--r o WINDOW EXTRUSIONS =e EKOSS p': LAMI GIIaNG BO SCREEN B, ROLLEO i� STATEOF 72p6n, BEAD SCREEN FRMIE OSCREEN FRAME ® t i�iC••?(mm�n:'_ I•r.J-rn: c SH-5500 ICI NTS ICI 7OF9 1'11 SH5500 LAMI TABLE 6: TABLE 6, COW, BIII of Material Bill of Mate del, cont Qi :P =' VINYL SINGLE HUNG WINDOW (LMIJ 8 05/0q/19 *;' No. 58]05 t BOM *_ 1,7 EKOSS �':�(' (y (9 CERT. OF AUTH.iN29296 i\,SS' �!T ORIOP,:'G`�`� NOTES: 1070 TECHNOLOGY DRIVE k �Oo �ONAt_1EN.``� 1)P CBYENERGIWINDOWANDDOORPROFILES,LTD.•TOBEIAB DFORA4MAE UDERCODE COPYMGHTQ2019 PGTINDUSTRIES,INC. N. VENICE, FL34275 .. _ 2)ITEMS#913,15,244,28,29.34.39.61,6;6&71,673ARENOTUSEDANDARENO PARTOFTMSAPPROVAL. ALLRIGlTrSRESERJEO (941)4B0-1600 S SH-5500 E NITS g BOF9 _g SH5500 LAMI si A LYNN MILLER, P.E. P£# 5SMS # Part It Description Material # Parlp Description Material 1 620101 Single Hung Frame Mead Jam s-JChanrrel PV 45 72019] AWO Lock Mechanism CSIe 2 620102 Single Hung Flame Head 6 Jambs -FWnge PVC 40 720t96&9 Sweep Lock - Cast 2lnc 3 620103 Single Hung Fame Head 8 Jambs - Fin PVC 47 ]201968B Auto Lock Cow Assembly Call2ine d 620104 Single Hung Fam¢ Head 8 Jambs -Equal LegI80x PVC 48 ]6%1180PT% #8 z 1-1/8' Ph. FH SDS (Auto ant Sweep Lock Screw) S5 5 620105 SWOH Fame Sill - JChannel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zoe 6 620108 S WDH Fame Sill • Flarge PVC 50 776%30PPA p6 x 3!4`PH. PH SOS (Keeper Screw) SS 7 620107 $WDH Fame Sill - Fin PVC 57 420101 VR BeveleO Till Latch Comer Key PVC 8 620108 SWDH Fame Sill - Equal Leg/Box PVC 52 4201821/R Pull Rail Tilt latch Comer Key PVC 14 620131 Feed Meeting Rail PVC 53 ]fi34PHFL p6z 3/4' Ph. FH SDS (ComerKry Screw) SS 16 62D129 Sash Flail (Sides, Top BBottom) PVC % 420183 Till latch py0 17 620139 Balance Cow PVC 56 420184 Till Latch Retainer PVC 18 620133 Sash StoplScrew Cover PVC 58 720207 P Tilt Lerch SpAOg SS 19 620166 Pull Rail Interlock 600575 Al 5] 420166 plastic Tit Latch Finger Pull PVC 20 620144 Pull Rail NteAock Cater PVC 58 720192 Metal Tilt Latch Finger Pull Cast Lnc 21 620157 Bevaletl Wedlock BOOS TS Al 59 420180 Plwt Bar Center Key PVC 12 620145 Bawled NteAockCowr PVC 60 720206 Piwt But SS 23 620150 Light Sash Reinbmemenl 6063 T6 At fi3 720191 Sash Pull Hantlla Cast Znc ZT 620154 HD Meetng Rail ReiMorcement. 6W5 75 AI 84 720194 bash Pull Handle With Latch Assembly Cast Znc 30 81844 Weatherstrip, .iBT z .2]0' Fin Pile 65 ]834FPT p8 % 3/4' Ph. FH SDS (Pull Handle Scnrw) SS 31 603W Weatherstrip, .100' z .300' Foam BWb Flez PVC 66 420168 Bottom latch Strike Plata Cast 2irlc 32 61719 Wea[herstAR •1B/' x.220' PgyPile 67 7I858B p8z 5r8' PR FH SMS (Strike Plate Screw) SS 33 61825 Weatherstrip Plug, .22P Finsea a 62a332 Lams Bead PVC 35 ]eXiMTR p8 z 1' Ph. PH S0.5 (Interlock Mounting Screw) 74 Backbetldilg, GE 77O0 or Dow 791 Silicone 38 ]BXJTHP% p8 z 3' Ph. PH SMS (Meeting Rail Screw) 410 SS 75 Setdrg Black (1/8' x 1/2' x 4') EPDM 37 71669SP Meeting Rag Screw 9uppgt Plate _ 8083 T6 Al 80 81012 Exhuded Screen Fame plum 38 ]1f1210 Weep Hqe Corer PVC 81 61011 ROI4FortneO Screen Fame Alum 40 720XI000( Constant Fame Balance - 82 7CKGLB21 Screen Comer Key for EztnWed Frame X4 PVC 41 p8 x 314' PR FH SMS (Con. Farce Balance Screw) SS 83 4]042 Screen Comer Nry with Pull Ring X2 PVC 42 Spiel Balance 84 4]041 Screen Comer Key wltlmW Pull Ring %2 PVC 43 720205 Spiel Balance Shce Nylon 85 ]CASPM Tension Spring SS 44 76X114FPAX #Bz 1-1/4° Ph. FH SMS (Spiel Balance Screw) 410 SS 86 67816Cde Screen Cloth Fiberglass 87 61635I61814 .140' Screen Spline (Machine/Hantl R#Iletl) Vinyl 20) OPT. PULL RAIL \� 19 INTERLOCK fl COVER O� FORCE FRAME ASSEMBLY DETAILS E% ER OR NOTES: 1)SOME PARTS/ PTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2)1CHANNEL FRAME GHO . PARTS B 1 fl 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 fl 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. OPT. SWEEP LOCK OPT. AUTOLOCK OPT. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS N. VENICE, FL 34275 (941)-480-1600 ITJLL�Y. EXTERIOR r�l SINGLE HUNG WINDOW (LMI) 806/04/19 2* No.58705 6!!)9 �p0 �•. STATEOF i��ssl19 YORIOP.. �"7,, 10NAL 8 SW5500 Ix1 NTS Ivl 9OF9 I-4'"21 SH5500 LAMI