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HomeMy WebLinkAboutProduct approval horizontal slider 2/10/2021 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us , BCIS Site Map Links Search r��flGa. W Product Approval USER:Public User Product Approval Menu>Product or AppllcaHon Search>Application List>Application Detail j0 e may; FL# FL29699-R1 Cr'r O Application Type Revision r Code Version 2020 J ` Application Status Approved IV R f 0((tp7l Comments rLd�er 6fi11ME ti74Y E® FOR Archived ® I D COMPL8ANCE Product Manufacturer PGT Industries S l�q o LME COUNTY Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 B(Dcf� (941)486-0100, Ext 21140 - jrosowski@pgtindustries.com Authorized Signature lens Rosowski �I jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr 1 N Venice,FL 34275 l (941)486-0100 Ext21142 [miller@pgtindustries.com Quality Assurance Representative Fille COPY � Address/Phone/Email i Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report-Hardcopy Received f Florida Engineer or Architect Name who developed the A.Lynn.Miller,P.E. Evaluation Report Florida License PE-58705 ' Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich,PE f Validation Checklist-Hardcopy Received Certificate of Independence FL29699-R1 CQI Ce- of-tndeoendence.pd Referenced Standard and Year(of Standard) Standard .Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code httpsalfloridabuildtng,orglpr(pr_ap-0'- .aspVogram wGEVXQw,tDgsJWWM3n.0agb4TTK5antA f"S,'Qfhf SPlWLuR0fAUZFA%3d% d 1/2 2/10/2021 Florida Building Code Online Product Approval Method Method 1 Option D I Date Submitted 09/10/2020 Date Validated 09/10/2020 Date Pending FBC Approval 09/20/2020 Date Approved 12/16/2020 1 Summary of Products FL# Model,Number or Name i Description { ' 29699.1 I HR-5510 Impact-resistant Vinyl Horizontal Roller Window Limits of Use Installation Instructions { Approved for use in HVHZ:Yes 170 699 R1 'II HR5510 FPA-REV A.ppd Approved for use outside HVHZ:Yes I Verified By:A. Lynn Miller,P.E.PE-58705 i Impact Resistant:Yes ( Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports. { Other: Please see the enclosed documents for product FL29699 R1 AE HR5510-Eng Eval&Af {performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing Information. a.,ct ii,�zt Contact Us::2601 Blair Stnnr Road..Tal{afiassec FL-32349Phonn:NSfi-Ap7-1R2•t The State of Florida is an AA/EEO employer.Copvrlaht2007-'2013-State of'Florida,;:PdvacUtalement::Aecest.4hllifV.St5tem n-::',Aefu'nd Staternc t Under Flotida law,-eniall addressesare public eecords.If you do not.want yolir'e mail 5ddr�s released,lit response to a public-rekdrds request do not send electronic mail to this entd:y,anstead;contact the.-office by;phoi*oi by traditional;mall.If you have'any questions,please contact.650:WJ3'95-•Pursuant td Sectmn i55,275{i), 'Florida statutes:effective October 1,'2003 licensees ricers ed under'Chapter'455i F.S.musli provide the bepartineht.with an*mall addresS'if[hell- --16tia-r6;ertmails pib4ided may be-u3ed,for official communication with the hccrisee.However email addresses are public record.If you do not-wish.to,supply a personal address,please ;pro'vide the Department widish email address which can be:mode available to the public.To:determine if,you are a licensee ugder,ChSpter 455,F.S.,please click-hero.. 'Product Approval Accepts: Credit Card Safe i I I - I i I https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJwwM3n%2b4Th5antAg6ufAS5yGRGfhhSPIWLuROtAuZFAn/o3d%3d 2/2 2-3 ANCHORS.SEE FLORIDA PRODUCT APPROVAL 929699 - _RESIGN_ PRESSURE_R_ATItdG• IIAPAL`T RATING CLUSTER DETAILS SHEET 2� 12.314°MAX-O.C. LARGE 8 SMALL MISSILE W MAX —�I L. B.SEE +65.0/-70.0 PSF `J-� �~ 1-114' _ IMPACT RESISTANT f SHEET 3 T MAX. `I I� SEE SHEETS D,SEE 2.3 ANCHORS.SEE CLUSTER 15 6* _ _ram~SHEET4 DETAILS SHEET] MAX,O,C. �I it �I 1094'MAX.O C. SHEETE 1 B"MAX. ►S EET 1 yy _. r 10'MAX. - _-' IE.SEE( —._�_.__.10•l.Wf; C SHEET)19' 83' .� �EOUALLV /s, / MAXC. MAX. I 83"$PACED - 'T ! BUCK �'' I ANCHORSPFJ2 // i . MAX EQUALLY , 6J•• TABlE6 I HEIGHT 1, \�. BUCK SPACE ' �� I MAX, _ HEIGHT ANCHORS PER � I l BUCK I SEE f fj TABLET �/ } HEIGHT SHEETS J 6-7 1Sb7' I O X ,I :,O''1 X •+^: X O �.X MAX.O.C. SEE SILL -I -f WEEPHSILE� d O C 3'MAX. N'EEPHbLE.� 4 O.C. ' 3"MAX SEE SILL I B oFTAILS, - - DETAILS, AVEEPHOLE SHEETS BETWEEN �►-- L�� SHEET4 BETWEEN �.— DETAILS 4"O.C,BETWEEN �I y— 3-MAX. HOLES l B u'E1:PHOCES �`D SHEETS WEEPHOLES `I I 75'MAX:BUCK IDTH ,+ 75'MAX.BUCK WIDTH -- �--'--^�— 120'MAX.BUCK WIDTH • W —�-p ELEVATION FOR TYP.EQUAL LEG FRAME_ ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION' FRAME SHOWN AS OX CONFIGURATION SHOWN AS.XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, 3)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL.WOOD BUCKS LESS THAN 1-1R'THICK ARE TO BE CONSIOERED 1X INSTALLATIONS,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS ZX ARE 1-1/2'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN,EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHINGSTRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1/4"MAX:SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE-USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, 7)DESIGN PRESSURES: - At NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. C.DES GN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE RFOUIRED DESIGN PRESSURE.THE 33.173%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT.THE 1.61-CAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. COPYRIGHT W 202D 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED RY THE AUTHORITY HAVING JURISDICTION. GENERAI NOTFS&ELEVATIONS,..,..,-_,_,�..-1 POT INDUSTRIES.INC. 10)REFERENCES:TEST REPORTS FTL-8072,6073,B074&19.9037:ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES.LTD WHITE& FRAME,GLASS&ANCHOR IONS S..._..,....._'I LIMITED I LICENSE S.MAKE 13RONZFJLIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL INSTALLATION,FLANGE&EQUAL LEGMOX,...,3 COPIES FOR PERMITTING. 11)APPLICABLE EGRESS REQUIREMENTS TO BE RFVIF.WED RY BUILDING OFFICIAL. INSTALLATION:INTEGRAL FIN&J-CHANNEL-..4 DESIGN PRESSURES, 4..z..........___,::-.__..5 ANCHOR QUANTITIES-.,—.,,,—..—..,�._..6-7 1yi.1o11 i'o ij,i USER 1)DETERMINE THE SITE INSTRUCTIONS; ON PROFILES 8 BOMY.ti111..."".Y;,'•,.;;;9 SPECIFIC.WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7, ASSEMB � 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX.XO,XOXI.SIZE AND GLAZING OPTION FROM(TABLE 1),DETERMINE YOUR. 'ti��• `/CE't'`F ' �= WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 4-5.IT MUST EQUAL OR EXCEED THE DESIGN N0,58705 PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED INSTEP 1, VINYL HORIZONTAL ROLLER WINDOW(LM I) 41 06/07/19 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS.' ,. 4)DETERMINETHEANCHOR QUANTITY FROM TABLES6.7,VERIFY THEANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR - I' II GENERAL NOTES&ELEVATIONS i•3 JROSOWSKI •,Ic. ✓ 919120, OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN:REOUIREMENITS FROM THIS SHEET SETARE MET.. �'+ � �%730 S)INSTALL AS PER SHEET3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION. - u G14TE OF 449 CERTOF AUTH.H29296 ADDED ULTRACON+ANCHORS—JR-9/8/2020 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J.CHANNEL,FLANGE.INTEGRAL FIN OR . i��rS/Q�AL EQUALLEGIBOX), 1070 TECHNOLOGY DRIVE fzl `/+,I1 u t T1" N.VENICE,FL 34275 941 80-1600 HR-5510 TI NTS �; 1 OF9 HR5510 LAMI .9? A. ^'LYNN MILLER PE ( ) r y v`.. PL. a6705 TABLE'I"gL.bi?OP nL[fGLAsi;,TyOr.s - �FRN4E TYPES. Glass Table Neet 'A=ANNEALED Description H'.HEAT STRENGTHENED Type # 'PVB'=.090"TROSIFOL(9 PVR 1 7116"Laml(3116"A-.090"PVB-3/16"A) 4-5BY KURARAY AMERICA,INC: ".2 7f16"LAMINATED 7/16"LAMINATED a2 7/16"Lami(3116"H-.090"PVB-3116"H) 4-5 GLASS STACK 1 GLASS STACK BOX OR —/ - - _ FLANGE EQUAL- LEG A ----- 3116"H LEG TABLE Y:ALLOWABLE-ANCHO STHROUGH-TH 1 / Group Anchor Substrate Min.Edge Min. -090°PVB --,090"PVB .. Distance EmbedmenP {' e10 SMS EXTERIDR 3/16"A ;EXTERIOR (Simi.I"S.s Steel,A36" - Ys"- 0.050• 's '-- , 3l16"H r.3 - or 410 S,S,) Sleet Slud.A653 C3' 3ful �0,0451"(18 Go;) •-' 3 A Aluminum.6063451 YB" 0.050" -Y1B"steel Ultrecan or P-T.SouttlemPille(SG=0,55) 7H6" 1•3/9'- • j ..� J CHANNEL INTEGR•V- Ullwonl :ConcrWo•(min.3 kai)' 1 1•YB' -FIN 311(r slocl Ulfrocon ngmated OMu,(As7M a90), 2-112" 1-1l4" GLASS TYPE 1 GLASS TYPE 2 Y16:e14alfibnsoM Un9muled CMU.(ASTM G90) P T(Southern Pine(SG=055) 9116" 1.318" 012 SMS Steel,A36' - - -318" - 0.050'- (ateel,I"S.S, - or 4105.5,) Steel Stud.A653 Gr.331, 318" - 10,D451"'(18&Ga;) ° 7 - 12°NOM.GLASS - a Aluminum,6063-75`_ 31a- 0 063' ! + BITE TYP. U4'bU uae�m odor P.T.Southern Pine(SG=0.55) 1" 1-318" - 721 114"}laaLCmluAgx• P,T:Southern pine(SG=0:55) 1"" 1-YB" EXTERIOR �{l ,c• �r_._ 114"steal A9greGator- P-T.Southern Pine(SG=0,55) ,1" I-No" V4"steel Ullraton -Concrete Imfn.2,85 ks0 1"' i-Y4- 1 {20} (( 4"MAX•O.C. ­i .'Ungtoulep.CMU1(ASTM a:•90) -_2-12" -.1-114" Y " ,, ) I_-- C Concrele(min.3 kel) 1-3116' 1.V4• i 29 i-•V ,� ~75 i 1/4"slael Ullraeonf .+�Ungrouled CMU.(ASTM C-90) L' 1-1/4- 114"steel CmleAex tCcncrele(mm•'3.35 ks1) 1, 1-Y4 I; " j r, t �• ' y�»»� Tra-•4tdot Irocati -.iCarulclo(mqt 2.05 kel)" 2.1/2' 1-314"-" -,} ' , �) ,; % r' L114 steslUl.N.,: Cortuele(min.3 ksi) 2-12" 3-ANCHOR _ lUloM- Ungmuled CMU,(ASTM c-9(1) 2-12' 1-1/4" '- ` � '( j CLUSTER DETAIL Candrolo(min 3.35ks) 2.12' I-W4'•x Ungmuted CMU,(ASTM C-90) 2-112''. t.1/4'_teel Aggte-eater Concrete Orin,3 275 ksi:. 1.1/7 ,:SIr'. TYP-GLAZING�'DETAIL e'MAX.o.C. _ Gmuled CMU.(ASTM C•90) _2' 2' - 4'MIN.O'C 'MIN OF3 THREADS-BEYONA.TH12 N!ETN,SUBSTRATE - 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Mmanni Min F, 'Min F. - Sto65cmw - 92 kkl 120 ksi leeset". mksi :05kat ^ j TA61.E3t LOVJAII�BA Cli6 S •H oUGI•THE�INTEGItA'�F.IN _ 410S,— .`+,akin llok.] ' 2-ANCHOR COPYRIGHT'1 2020 ail Min.Edge Min. EIrND"WaeA �oWiotir 57 ku 9S kv� PGT INDUSTRIES.INC, Group Anchor Substrate CLUSTER DETAIL Distance Embedment! '.Etta UiV.CmC." 15SkaI 177koi LIMITED LICENSE TO MAKE vfII•tblVee.111ekCennL 2-172'Ring-shank Rooffing Nall; PT,Southern 117;k.1, .,rAtri 1/4•IkfW W UIIOComZ 140 kn '164 kkl Pine(SG=0.55) 31B" 2-7/ifi" COPIES FOR PERMITTING. i P.T-Southern Pine(SG=0.55) 1/2' - 1.3/8" µ r• +Cn3nr n.; p10 Trusshead SMS w 10 4kxk�- fasSeMkax�i Aluminum,6063-751 3/8" 0.05' (Steel,15-8 S.S. zzasil ; NY LYNM Steel Slud,Gr.33' 318" 0.0451" 18 Ga.). •G.-7351M1 s1w 34 s •4ska O �/ or410 S.s,) ( �` `1t,Iti:4r Z. F Steel,A38' 318' 0.050" PT.Southern Pine(SG=0,55) 9"1" 1-3/8, ,VINYL HORIZONTAL ROLLER WINDOW LMI 06107119 No,513705 D12 SMS ( ) w* ,* Aluminum,fi063•TS'- 3181• 0.063' (steel,I"S.S. -� "k elptt:l� Steel Stud,Gr.33' 3/8" 0,050 '� GLASS/ANCHORS/FRAME OPTIONS 1:::J ROSOWSKI - ",ykr ,'� ;If= Steel,A36' 3/8' 0,050' - , 'hlt(i:OF3 TNREA090EYON0T [METAL SUBSTRATE. "" CER7:OFAUTH.R29296 r� � .-.....!;.�'G\�� NOTE: 1070 TECHNOLOGY DRIVE S��NAL 1 �` USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND N.VENICE,FL 34275 EDGE DISTANCE LIMITS,ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. (941}480-1600 'k HR-5510 ' NTS`F 2 OF 9 HR5510 LAM - A A LYNN MILLER.RE P40 58705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 INSTALLATION TYP.ANCHOR TYPE, INSTALLATION ANCHORED THROUGH FRAMEAND IX EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 /--DISTANCE.PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2. SEE NOTE 2,SHEFT 2, ANCHORED THROUGH EDGE DISTANCE r SEE TABLE 2,SHEET 7- _ Y FRAME INTO METAL /13.'- FRAME INTO 2X WOOD - l iH'MAXRHRA -�. �- - EMBEDMENT FAME OR BUCKSTRIP. - --,- 1/4"MAX SHIM 1g T8} 30. 16 SEE NOTE 2,SHEET 2, -- rr7�1( { 1 '- ` �, I, I~ .-t^+) ..--� r EMBEDMENT (20} 11 ✓_4� SASH �3� &) FLANGE --ter ( p125TEEL + =--)' S1 +�// �4D r,`,f EDGE FRAME - SMS(GS),SEE-� �•- rr DISTANCE SHOWN TABLE 2,SHEET 2, - -39 ,J1 y/ U�. 114"MAX SHNA r ? FLITE ,1 ) - Al TYP,ANCHOR TYPE. .2 ISIBLE I - �` �- i `J� . EMBEDMENT AND CE LIGHT WIDTI I III"'��� �'!�•' r I I,r •-- ,EUGE DISTANCE PER Iqq l SUBSTRATE,SEE -- rr .:itft.'•.vy�� ����` I (-C \ (f TABLE 2,SHEET 2, I• t FBC APPROVED MULLION.FBC '�T� !'. _ o ''B5- ,{07 I �, I ,• -•' COMPLIANT ALUMINUMSTEEL VISIBLE _ - 1 .-FRAMING OR STEEL STUD:MAY �+ LIGHT WIDTH. �.42 ` FLANGE / y EXTERIOR' BE VERTICAL OR HORIZONTAL/ FRAME ;92 / 14�) E (q i^I EQUAL SEE SUBSTRATE PROPERTIES, `— 26' ` . �:.' --�_-- ----IF I LEG (1)AT MIDSPAN OF INTERLOCK VISIBLE FIXED TABLE 2,SHEET SHOWN 11 LIGHT LITE BUCKWIDTH -; FRAMEEACH SASH HEIGHT I SHOWN ..- CORNER AND(1)AT CENT ER OF HORIZONTAL SECTION A-A(OX)BUCK snsH STILFsrRnlLs L_ { HEIGHT - 49 OPERABLE 30 `-16 \ OPERABLE `6 �23} EXTERIOR,; 'OPERABLE �� SASH ` ,.� (20 SASH VISIBLE '� SASH ram..-,=" a0 \ , ) 1. ` �i t"-_ r- •c'-t !�- J739, - Ir—• --`}_ /�• _ -� _ 4 � r- LIGHT - \ ` r✓-;I.. �lc✓trr y I•-1 HEIGHT IN...r,._723 J- ,pp _ .- . ,•_�41) -.[ I 1 2 i ,10 I ___� VISIBLE J7T _ '✓ LITE _ VISIBLE 1 I 'LIGHT WIDTH p-`,l- '� - iD 1 I LIGHT WIDTH `- 86 47 - � FLANGE. 'r I-�i 1'F> "" C - ele LyyLLC — _� Its 1�A�6--- WEEP • Vp � FRAME I �, (� 'OP,T.\� ,2g �_ ', F3 15 SHOWN �J' �B5 1" 2S �� �1�• NOTCHES _ I, SLE .�, __^__�3/4"X'IW'- r� L�GHT WIDTH •—�J • %' EXTERIOR + '� COPYRIGHT+�2020 4 PGT INDUSTRIES,INC, 1/4'MAX BUCK WIDTH - -J LIMITED LICFPISE TO MAKE SHIM HORIZONTAL SECTION E-E(XOX2 EOUAL-LEG COPIES FOR PERMITTING. FRAME '--ALLEG INSTALLATION AS PER SECTION A-A ABOVE FRAME SHOWN' i '• '' -I SHOWN ( OtV LYNN,f INSTALLATION EA1BEpldE1J7 `\' LycE;;,p;- OPTION 2 , ' _—_f' Q; >•,P '- ANCHORED THROUGH � •+ - VISIBLE LIGHT FORMULAS ` r5 VINYL HORIZONTAL ROLLER WINDOW(LMI) O6/07/19 *? No.'u07U0 FRAME DIRECTLY INTO .• (EQUAL-LITE,XO$OX) - CONCRETEICMU. - EDGE WIDTH:BUCK WIDTH/2-4d/4' S {cT J ROSOWSKI - � �? FLANGE$EQUAL LEG/BOX FRAME _ DISTANCE n y p'. u S!) TIP.ANCHOR TYPE, - HEIGHT:BUCK HEIGHT-7-114" _ - ` - Q oTAIE UP EMBEDMENT AND EDGE VERTICAL -' "' '�'csS ..tr�R+ol DISTANCE PER SUBSTRATE, CERT.OF AUTH-#29296 '� t SEE TABLE 2,SHEET 2, SECTION B-B 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 * A.LYNNMILLER.P.E.5 n. _ ' P,E,F:,67os INSTALLATION DETAILS FOR FIN AND J-CHANNEL_ FRAMES INSTaLLArION oPrl_oN s INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 WOOD FRAME OR BUCKSTRIP-SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 NOTE 2.SHEET 2. ANCHOREDTHROUGH INTO METAL(INTEGRAL EMBEDMENT '0TFGRAL FIN INTO 2% _ -1- WOO.D,FRAMEORBUCK- EMBEDMENT EDGE REMOVED) (23 .�1 STRIP.:SEE NOTE 2, � �SHEET 2 _---_ ,. 1/4"MAY-SHIM/ . 20 19 DISTANCE 'OPERABLE �6� -{�2B) II I III J i EDGE J•CHANNEL N12 STEEL ---=- .'7` 1 SASH (43? _ FRAME SHOWN I• _ - 1 I SM5 G5.SEE---� -1 '� 3T-3 - LJr `�1D -- - -� I'I�: DISTANCE TABLE 2.SHEET 2. ^f• ' S , __ ����� FI%ED 1 _ .� TYP,ANCHOR , `j' i 41 Y l L _EMBEDMENT ANO \ LifJ`MAX SHIM � (- LITE ` ') VISIBLE _�_ 1 j - 1 i � ��� :�',1� EDGE DISTANCE PER TYP_ANCHORTYPE, FIN AND/OR T LIGHTWIDTH '— L_ JI' I SUBSTRATE.SEE EMBEDMENT AND EDGE FLANGE MAY BEffr/f/� TABLE 2.SHEET 2. � .� it DISTANCE PER SUBSTRATE, 'REMOVED IN-FIELD - .�:: -.r-y� uf�ns� —SIj .L 'Illl!!Y) (SCREW SHOWN) — I "`��'1 - SEE TABLE 3,SHEET 2- FIN , 13 ^-'J � 1 l FRAME - C..,./�� VISIBLE ••'c1 —�\, t FBC APPROVED MULLION,FBC mot.LIGHT W IDTH " - �, 42� _., SHOLVN - EXTERIOR 29� COMPLVW N T ALU611 UMISTEEL /- .�..'. - 72, FRAMING OR STEEL STUD- MAY "(/fJ� 14 BE VERTICAL OR VISIBLE FIXED HORIZONTAL SEE SUBSTRATE r BUCKWIDTII LIGHT LITE PROPERTIES,TABLES 283, - HEIGHT SHEET2, HORIZONTAL SECTION C-C(OX� OPTION 8 - - - ANCHORED THROUGH FIN INTO METAL _ 79 (16� %'r - (FLANGE MAY BE REMOVED) OPERARIE Q�♦lti-1 79 16 BUCK EXTERIOR `5 \ OPERABLEC410 OR HEIGHT SASH q0 \... J��> 2Dh,J�(' p43I 23 - —SMS(GS)�SEE EEL VISIBLE 1 '�-'' � 3T-39 (+� _ _t- TABLE 2.SHEET 2• LIGHT OPERABLE I•rLz:rszz�;L�r'?- �� HEIGHT SASH , FIXED VISIBLE - LIGHT WIDTH -' LITE _ VISIBLE F .86, l. ! LIGHT WIDTH ae a7), . OPT, FIN . �♦ �..� i BO 81��pq FRAME JEEP NOTCHES �" ).x-1I2B SHOWN -..1 314"%'il4' _. - 26. III LIGHT WIDTH EXTERIOR 1-114'XiW" .;,-_ 1 3,' J-CHANNEL FRAME COPYRIGHTCO 2020 �, \ - BUCK WIDTH _ - SHOWN PGT INDUSTRIES,INC. r P TED LICENSE TO SHIM MAX `(...-�OOAT MI -SPAN) F INTERLOCK HORIZONTDALA SECTION C=-Q,((XOX)' Ico IES FOR PERM tJU11(E SHIM PERMITTING. FIN FRAME 43 ()3-/12°FROM EACH SASH INSTALLATI �_ f SHOWN ! SASH STILESIRAILS �h� NY LYN�t TYP:ANCHOR TYPE, — EMBEDMENTAND �h�0'ILCENgE' EDGE DISTANCE PER.--ir _---� """-EDGE 01"T{V_NCE' SUBSTRATE,SEE SEE VISIBLE LIGHT FORMULAS. VINYL HORIZONTAL ROLLER WINDOW(LMI) 06/07/19 .A. Nm 56785 TABLE.3,SHEET 2. -EMBEDMENT, - _ (EQUAL-LITE,XO$OX) WIDTH:BUCK WIDTH l2 41l4 J-CHANNEL$INTEGRAL FIN' ME _-J ROSOWSKII� JNSTALLATION OPTION 5 VERTICAL HEIGHT:BUCK HEIGHT.7-114" n r.Q� HWTEOP tV� ANCHORED THROUGH INTEGRAL FIN SECTION-D-D CERT_OF AUTH,g29296_ INTO TRIP SEE NO FRAME E 2,SHEET 2.BUCK. 1070 TECHNOLOGY DRIVE ¢ vS� N4 N.VENICE,FL 34275 8 „ (941)-480-1600 HR-5510 6 NTS Y 4 OF 9 HR5510 LAMI ." 'A A,LYNN I.IILLER,P.E a 4i 'n P.E,a 56705 TABLE 41 Glass Tipee Design Pressure(Ibelft2)for 192 XO0,OXWindows ReiN.Leval Windo.Buck'HN t4. R4 48' '54r' 1W 25-11T ,65.0 -70.0 +65.0 •70.0 +65.0 •7D0 6 29' -65.0 •70.0 +650 -70,0 +650 -700 I` -� HEADER 3W' +65 0 •70.0 +65.0 -70.0_''+65,0 •70,0 m 4r +65,0 -70.0 -65.0 -70.0 +85a. 7B,o '46 +85.0 -70. 65.0 -70. +650 -70.0 r _I L 60- +65.0 -70.00 -65.0 -700 .65,0 -70.0 7S 165.0 17Too I,65-0 770.6 +65,5 -700 TABLE 5: Gas Types 182 sacn San Design Pressure(Ib3V)for XOXWindows SASH WIDTH ---------------- Cmfi ration e Q Wdh RmN.Level 9" Range n) :LYInOun BUck'ta�h( R4 36' 46•-_ fA- 63' .-•i7l _9L� Custom •70.0 +650 --70.0 +05.0- -700 �1-� F 1 - MEETING RAIL $' 60" Y.-''/a-Y 13.398-15.360 +65.�, •70.0 •650 -70,0 +fi50 -70.0` +650 •70.0 ❑� � �` _- - 2sYi=.7y .i5.a6119.641 ',6s.o. .la.o s6s.o -7D.o .650 -ld,o .eso 7o,B .. - 3,'�1� �-•-) { ) +� ! Custom 11.391.13,397- ,65,0' .700 +650 -700 +650 -70.0 :+65.0 -70.0 F=ll -' 7S 13798-19,110 4650 •700 +650, -700 +650 .70.0 +650 -70.0 _ J m l YirYr% 10,111-24.641 +65.0 .70.0 ,850 700 +650 •70,0 '�0 -700' SASH JAMB _ lr7_Z7 •6,5 r ' _ rxlrHinu f <`• -- Custom 18.360-t0.397 465.0 •70.0 +65,0 -700 4550 -700 0 -70,0 - HEIGHT ,I 11 1js JI - rr r1 s6' y,->4-i 1B398.24360 +65.0 ao0 +65.0 ao.o +s50 -7a.0 +610 70.0 Custom 24.381=30.360 ,-050 -70.0 -+65.0 ao.o +es.o •7a.o +55.0 -70.0 SECTION DETAIL 12a" Y,-K=/ 30.360 1+65.0 -70.0 ss01 a0.0.1 +650 1 7a.0 +650 1-78.0 FOR WINDOWS WITH MIN.SASH SIZE=wsynowyv_i0s912e. LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& CONFIGURATIONS) a�{2J 00F E TF H SILL ' � 1 COPYRIGHT 3?2070 j�r'fi�rlr PGT INDUSTRIES.INC. LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. 1:1111'I'I II'll�l No7es: VINYL HORIZONTAL ROLLER WINDOW(LMI) 06I07/19 1)USE THESE TABLES FOR ALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 5 DESIGN PRESSURE TABLES x.J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34)-SASH SIZE IS AS PER THE o J,. %� 147C FIGURE. ",t, 3 YOB'. STn)E OF Lp` 3)FOR SIZES NOT'SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE - �C` ':FLfiHiON G\= TABI-E. .CERT OF.i1U7H p?929fi .r �i ;• `Yti 4)-114-1/2-1l4'AND'1/3.1/3.113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE 1070 TECHNOLOGY DRIVE',* �:/CIhAL 11? SASH WIDTH RANGE IN THE ADJACENT COLUMN.'CUSTOM"INDICATES TTIAT NO STANDARD SASH N.VENICE,FL 34275 - CONFIGURATIONS FALL WITHIN THE RANGE. (941 j 4813-1600 '� HR-5510 NTS 5 OF 9 ;• HR5510 LAMA r.-1 A A.LYp'p 56 05 P.E An]FYi> 110,11M td ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX,O.C.SPACING SHOWN ON THE ELEVATIONS, Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 1 8 2 Sash 30'Height 36"Height 48"Height 54"Height 63"Height 30"Height 36'Height 48"Height 54"Heigh( 63"Height Spacing for"Integral- Group 1 Width Reinf.Le�el (in) Head Head E Head Head Head Head E Head E' Head "Head £ Head" E 4" Fin"Installation R4 8 Sill :? &Sill ' 8 Sill ' &Sill 8 Sill ' 8 Sill '_° 8 Sill '_; &Sill 8 Sill > 8 Sill Anchor Group A Anchor Group C 25-1/2" 12.147 I+C2+1 21.1+C2+1 3 1+C2+1 .4 -1+C2+1 4 1+C2+1 4 t �5 28" .13.397. 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4' COPYRIGHT O 2020 . ' POT INDUSTRIES,INC, m 36' 17.397. 1+C2+1 2 1+C2+1 3 1+C2+1 -4 1+C2+1' 4 1+C2+1 ;A 1 IK11TED LICENSE TO MAKE m 42" 20.397 - Not Allowed 1+C2+1 *2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+122+1 `4 COPIES FOR PERMITTING, g._ 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 '1+C2+1 -0 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2' 4 2+C2+2 4 75' 38.897 2+102+2 2 .2+C2+2 1,3 2+C2+2 4 2+C2+2 4 2+C3+2 .1 • Anchor Group B Anchor Group D 25 1/2 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1' 4 1+C2+1 4 1+C2+1 2 1+C2+1 .3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ` o z 28' 13.397 1+C2+1 21 1+C2+1 3,1_1+C2+1 14 1+C2+1 4 : 1+C2+1 ' 4 1+C2+1 21 1+C2+1 3 1+C2+1 4 1iC2+1 4,1 1+C2i-1 4 NOTES: w Y _ m 36" 17.397 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 . 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 7)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK w rf, 4 HEIGHT(SEE SHEETS 3-0).SASH SIZE IS AS PER > r w (D O g 42" 20.397 1+C2+1 ,2 1+C2+1 .3 1+C2+1 '4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 ,4 THE FIGURE ON SHEETS, 0� O g 48" 23.397•' 1+C2+1 2 1+C2+1 '3 1+C2+1 '4 1+C2+1' 4 1+C2+1 4 1+C2+1 , 2 1+C2+1 3 1+C2+1 4_1+C2+1 4 1+C2+1 '4 2)FOR SIZES NOT SHOWN,ROUND UP 70 THE NEXT U' N �- X AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN O Q' O 60° 29.397 2+C2+2 2 2+C2+2 3 2+C2t2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 -3 2+C2+2 '4 2+C2+2 4 '2+C2+2 '4 �'O ai2 2 ON THE TABLE O J p _m i .c 0 _ 75' 36.897 -2+C2+2. 2 2+C2+2 .3 2+C2+2 '4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 g z LL _ O W E m 2¢ 0 X oLU ¢ Z N� �>� > 0 GUIDE TO USING ANCHOR QUANTITY TABLES Z-s ° w w uQ ' J J, 0 FOR OX WINDOWS(XO SIMILAR): FOR XOX WINDOWS:. 0 in ANCHOR QUANTITY ANCHOR QUANTITY ,/-PE(2 JAMB •-%-PER JAMB N � F HEAD AND SILL ANCHOR QUANTITY: ' Z Z ~ (1)ANCHOR AT THE SASH r2+C3+23: 1+C3+z+C3+14 r O Q Z HEAD AND SILL ANCHOR QUANTITY: N (2)ANCHORS AT THE FIXED SECTION J—�\ .A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL < of. C3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL N +(2)ANCHORS AT THE FIXED SECTION p O X o +(2)ANCHORS AT THE SASH +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 0 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. +(1)ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. Z X Z = SEE ELEVATION.SHEET 1 SEE ELEVATION,SHEET 1 SEE ELEVATION,SHEET Ida.- SEE ELEVATION,SHEET 1 rl �' SFE CLUSTER DETAILS,SHEET 2 I r SEE ELEVATION,SHEET 1 �.11I.11 II'1'7l i.7� LYN/y .__._.Gypl. I�i_('� SET 110N,. ,� '�-"� r-il�'tS O 11�f�({�X- .�.�} SEE ELEVATION, 1_ "II -I'f' SHEET 1 Nu 507U5 SEE ELEVATION,�: ` SEE / r .I — :i -* *-07 SHEET 1 I EEEVATION _' _ ( -' / w•y_N+�-y ��It:._ • -^1,1EFTINGRAIL SHEET IIL� SEE CLUSTERMEETOJG RAIL _ REPEAT ANCHOR PATTERN AT SILL '�. SHEET2 _0, ••,1.4 ,•^'U,\ REPEAT ANCHOR PATTERN AT SILL �i C� •.,•,. 10NAL N`y. A LYNN MILLER,P F P.F,0 55705 ,TABLE 7: MINIMUM ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE AM.O-C.SPACING SHOWN ON THE ELEVATIONS, Glass Types Anchor Quantities for XOX Windows 182 Sash _ Sash 24"Height 30"Haight 36"Height - 48"Height 54-Height 1 63'Height 24"Height 30"Helght- '36"Heighl 4W Height j 54'Heighl 63"Height Width ' Configuration - .6" ...- .. .a _ a' a a a ,a � ReinE Lwel Range(in) Nead fl Sill Head fl Sill Head fl Sill Head fl Sill Head&Sill m Head fl Sill Head fl Sill m Head fl Sill ' Head&Sill Head fl Sill RP Head fl Sill n Head 8 Sill R4 ^ ^ _ Anchor Group A _ - Anchor Group C 1 75-1141 Y -% 11.391.11.391, - - - - 1+C2.0+C2+1 Q t:C2+0+C2+1'2 1+C2+O+C2+1 3 1+C2+WC2+1"4 1+C2+0+C2+1 4 1+C2+O+C2+1 is - 38- %=/% 12,308-1Z3o8 1+C2.0+C2+1'2 14C2+O+C2+1 2 1,C2.0+C2,1 3 I+C2+0+C2,1 4 1+C2+04C2+1 4 1+C2+0,C2+1 9 11.391-13397 1+C2•O+C2.1 2I+C2+0+C2+1 1+C2+O+C2+ 31• COPYRIGHTS, ,OIN a5 ve ; 20 ry. �-% 2. I C2+0+C2+1 i t+C2.0+C2+1 1i 1+C2+O+C2+1 �7 - PGT INDUSTRIES,INC. 13,398-14683iI-C2+0+C2+1 2.1+C2+0+C2+1'2 1+C2+0+C2:1'3 t.C2+O+C2+1 A HC2+0+C2+1 I+C2+0,C'e+1A LIMITED LICENSE TO MAKE g.Y. . -12297 1+C2+14CN1 2 1+C2+14C2r1 2 t+C2+1+C2+1`3 1+C2+1+C2+1,4 1+C2+1+C2+1 4 1+C2+NC2+1 4 COPIES FOR PERMITTING. 47.3/4' -12;298-15,558 1+C2a0+C2+1 2'1•C2+0+C2+1 2 1+C2+04C2+1:3 1+C2+O,C2+1 4 1+C2+0+C2+1 4 t+C2+0+C-4+1 4 stom 11.391-12 016 I+C2+1+C2+1 2 1+C2+1+C2+1 I+C2+1,C2+13I•C2.I+C2+1 4 1+C2+NC2+1 3 1+C2+I+C2+152.1/6' %% 12,017-13397 1+C2+14C241 2 I+C2+1+C2+1�2 1+C2+1+C2.1'3 1+C2+1+C2+1 4 1+C2+I4C2+1'4 1+C2+1aC2+1 4 35 X-Y-''/, i 13,398-17 016' 1+C2+o+C2+1 2I+C2+0+C2+12 1-02-OIC201 3 1+C2+0-C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1.4 - m Custom 11,391-13 397 Not Allowed HC2+1+C2.1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 31+C2+1+C2+1'; 1+C2+1,C2+1 4 1+C2+1+C2+1 4 -16380 1+C2+1+C2+:1 2.I-C2+14C2+1 2 HC2+14C2+1 3 1+C2+1FC2+1-I 1+C2+NC2+1 4 1+C2-1+C2+1 4 z 3 h-Ys-Yr 15,361-19,641 - - 1+C2+0+C2+1'2 1+C2+0:C2+1 2 14:C2+0+C2+1-3,I+C2+0+C2+1 4.1+C2+0+C2+1'4 1+C2+0+C2+1 .1LU w CQ o Custom 11,391-13397: 1+C2+3+C2+.I 2 HC2+3+C241 2 1+C2+3+C2+1"3 HC2+34C2+1 4 I+C2+3+C2+1 4 1+C2+3+C2+1 4 > > 75" %-%-% 13:398•19,110 1+C2+2.C2+;1.2 hC2+24C2N Z 1,C2+2+C2,j-]1+C2+2+C2+4 < 1+C2+2+C2+1 4 NC2r2+C2+1 ; 0O o -aJ u to ... Y.-%s-h- 19,111-24.641 1+C2+1+C2+1 2 I+C2+HC2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 i I+C2+1+C2+1 4 14C2«1+C2+1 4 } i w 0 o Custom �04-361- 397 1+C2+3+C241'i2_HC2+34C2-1 2 1+C2+3+C2+) 3,1+C2+34C2+1 4,t+C2+3+C2+1 4 t+C2+3+C2+1 4 O v L5 N 96` %-%-'/. 360 HC2+3+C2.12I+C2+3+C2+1214C2+3+C2+1'3I+C2+3.C2+1.414C2+34C2+141+C3+3+C3+1'4 O o m= 4'+1 Of Custom 360 1+C2+2+C2+,1 2 1+C2+2+C241 2 14C2+2+C2+j,3 I+C2.2+C2+1.4 1+C2+2+C2+1 4 t+C3+2•C3r"I 4 Z a n - _ 120' %-h-% I -30.360. NC2.3+C2g1'2 1,C2+3+C2+12 A+C2+3+C2+1 3,1+C2+3.C2+,1 4,1+C2+3+C2+1 4 7+C3+3+C3+1 4 W am U p = O O '-' ------- - Anchor Group B - - ---` - Anchor Group D - - t-Z 4 u a Z X 35-1/4' Ya-%-I. 11.391-11 391 1+C2+04C2+1 2 HC2♦0+C2.1 2 1+C2«0+C2+1:3 1-0-06C2+1 9 HC2+0+C2+1 i A+C2+O+C2+1 a t+C2+0+C2+t 2 HC2+6+c2+i-.3 1+C2+6.C2.t 3 1+C2.O.C2+1 4,Hez+o+C2+t.i;+C2+6+cz+1-4 > Y o v rn 38' YrY.%', 12,308-12 900 HC2+0+C2+1'2 1+C2+0+C241 2 t+C2+0+C2+1 3 R t+C2+0l +1,4 H.I+C2+O+C2+1,; C2+OrC2+1,4. HC2+0+C2+;1 2 NC2+0+C2+7:: 1+C2+0+C2,1 1;1+C2+0+C2+1 4 HC2+O 0 .C2+1 V 14C2+O+C2+1 j Z o% 0 W Lu LL 11,391-13 397 NC2+0+C2+1',2 HC2+0+C2+1 2 14C2+01C2+1-3 1+c2+8+C241 4 HC2+0+C2+.1 4,1+C240+C2+1'4 t4C2+0+C2+1'Z 14C2+0+C2+1,2 1+C2+0+C2+1I3 1+C2+0+C241 4'1+C2+O+C2,1'4 1+C2+0+C2+1 •1 ,'"'I.i iD 0 45-1I8' 13,398-14.683 1.C2• + _ - - 0 Y.,=/.rY' o.c2r1 s t«cz.o+C2+1 2 i+cz+o.cz+, 3 ucz+o+C2.1 4 1+C2+o,c2..a 4'I+cz:o.c2+1 4 Hcz4o,cz+1 2 t+c2ao+cz.t 2 1+cz«o+czrt`3 Nc24o+cz!t.a HCz.oacx.I.a t+cz+o+c2+1'4 47.3l4' « .. 1 4 1+C2+1rC2+1 4 1+C2+1+C2+1 4 14C2+1+C2+1 2 1+C2r1+C2a1.2 I+C2+I4C2rI-_3'.1+C2+1+C2+1 a HC2N+C2!1 4 I+C2+1+C2+1 d _.� m Q F-�-% 11.391-12 297;1+C2+t4C2+t2 I+C2+1+C2+1 2 1*C2,1+C2.1.3 1,C2+NC2+ -J a; 17296.15558I-C2+0+C2+12I♦C2+0+C2+1214C2+0rC2+13I+C2+0+C2+1'41*C2-QiC2!141tG^LOiC2}14 1+C2+0+C2+.12)+ic2,*MC2:121.C2+0+C2+1-31+C2+O+C2+141+C2,0+ql:-l4 T.C2OC2r11-4 ' Custom 11,391.12016 I C2F.1+C2+1 2 4,C2+I+C2!1 2 t+C2.1+C2+1 3 1+C2+114C2,1 4 1+C2ill Cgt.1 4 1•C21HC2+1 4 1.C2t!,C3,1 2 I+C24-1i'm+1 2 hC2i14C2,1:3 1+,C2!1+C2+1 4 1+C2+1+C2+1 tt 1=C2,1+Cai:1 4' ,t O Q Z 5 S2-118' '/.-%-'/• 12,017.13397 14C2+1+C2.1 2 1+C2.1+C2+t,Z t+C2+t+C2,1 3 I+C2+1+C2+.1;4 1+C2+t+C2+1 q:1+C2+1+C2+1 4. 1+C2+1+C2i.1 2 I+C2+1+C2+1:1+C2+HC2+1 3 1+C2+t+C2F1 s 1+C2+1+C2+1 a,1+cz*t+cz..t s Q a 3 YrY.-% 13.398-17016 HC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1.3 I+C2+0+C2+1 4 1+C2+0+02+1,4 1+C2.0+C2.1-4 NC2+0+C2+1 2 1+C240+C2+1 2 1.C2+0+C2+1 3 I+C2+0+.C2+1 4 1+C2+0+C2+1 4 1+C2+0♦C2N 4 'p O o m' Custom 11.391-13.397 1+C2r1+C2+1 21+C2+.1+C2+121+C2+1+C2+1 3I+C2,1+C2+14 1+C2+1,C2r,141+C2.1+C2.1-,4 1+C2+1+C2+,12I+C2+1+C2+121+C2r1+C2,1;31+C2+1+C2+1.41+C2+1+C2+1'Q:t«C2+14C2+14. .J N .. _ .. .. 60' ?. 13398-15.360 14C2+1+C241 2 1+C2-l+C2+1 2 14C2+I+C2+1 3 I+C2+1+C2+1 4 1+C2+t'+C2+1 1+C2+1+C2+t.a NC2+NC2+ 2 1+C2+NC2+1'2 1+C2++ w } Z ' F 'Y/.-�b[/ } ,1 1 cz.t'3 Ncz+t4cz+1'4;1+C2a1+C2.1 4 1rC2+1+C2+1'q O z /''A-Y. 15.361-19,641 1+C2.0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1.3 1+C2+O+C2+1.4 1+C2+O+C2+1 4 I+C3+0+C3+1.4 14C2+U+C2r1 2 I+C2+0+C2s1 2 1+C2+04C2+1'3 NC2+O+C2+1,4 1+C2+0+C2+1 4 1+C2+04C2+1-4 > Q = Custom 11:391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 21+C2+3+C2+1 3 14C2+3+C2+1'41+•C2+3+C2+, 4 1+C243+C2+1,4 14C2+3+C2r12 1+C2+3+C2+1 2 1.C2+3+C2+ - 1.3 HC2+3*C241 4 1+C2+3+C2+;1 4 1+C2+3aC2+1'4 75` %-Y.-y 13,398-18 110 i+C2+2+c2+1 2.1+C2+2+C241 2 14C2r24C2+f 3 I+C242aC2,1 i4 1*C242+C2+1 4'1+C342+C3+1A. NC2+2aC2r1 2 1+C2+2iC2+1Z1+C2+2+C2N 3 t+C2+2+C2N'j HC2+2+C2+1 a 1+C2+2+cz*I a 111crIt+JJ, %-Y.-%. 19,111.24.641'1+C2+HC2+1'2 1+C2.1+C2+1 2 NC2+NC2+1 3 t+C2+1+C2+1-4 1«C+1+C2?.1 4:1+C341+C3+1 4. 14C2+9+C2+1 2 1+C2+1a C2+1 2 i+.C2iltC2,,) 3 t C2+14C2+1�4 HC2+1+C2+1 4 I+C2+HC2+1 a `;. p�V LYNIy 1 Custom - 18.360-19397 1•.C2.3+C2.1 2 1!C2+3tC2•1 2 t+C2t3+C2r1 3 1tC2t3+C2,11 4 1+C2,3.C2+.1 4 1+C3.3.C3+1 i I+C2+3+C2+1 2 HC2+3+C2+1 21+C2+3iC2N 7 1C2.3+C2+1 4:1+C2i34C2•1 4 1.c2+3•C2+1 4 96, _ %-�-% 19.396-24 360,HC2+3+C2+1.2 1+C2+3+C2+1 2 1+C2+3+C2+1'3 I+C2+3+C2+1.4 t+C2+3+C2t.1 4 14C3a3+C3+1,4, HC2+3+C2+t.2 1+C2+31C2+1.2 1+C2+3+C2N.3 I+C2+3+C2+1 4 1+C2.3+C2+1 4 1+C2+3+C2+1 a - -�a Custom � 24,361-30.360 14C2+2+C2+1 2 14C2+2rC2.1 2 1+C242+C2+1:3 1+C2+2+C2+1 4 14C2+2+C2+'1 $1+C3+2+C3+1�4 1+C242+C2. N4:58705 - '1 2 I+C2«24C2.1 2 1+C2+24C2+1;31+C2+24C2,1 4 1+C2+2+C2r1 a I+C2+2.C2+1 a *1 S *t -120" %-Y.-Y 30,360.1+C2+3+C2+1 2 NC2+3+C2+1'Z 1+C243+C2+1;3 1+C2+3:C2+1 a 1+C2+3•C2+1 4 1+C3+3+C3a d 1+C2+3+C2+1-2 1+C2+3.C2+1 2 1+C2+3+C2+1.3 1+C2+3+C2.1 4 1+C2+3-C2+1 4.1+C2+3+C2+1 ; - v+,r++•+*zy 3211G•.� "MIN,SASH SIZE=1VINDOw.wIDTH-59?A '0 SrA1E Max.Anchor O.C. AOGhOf 2' NOTES:RAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4),SASH 512E IS AS PER THE FIGURE ON SHEET 5. Spacing for"Integral- Group F 3)114 SZxE4 ANTDSHOW 3.ROUNDICATE THATTHOSE STANOAROS SH CONFIGURATIONS FALL WIOTHINOTHE SASH WIDTH RANGE W ,t�•S;�INAL i�,`` Fin"Installation 3;7•' THE ADJACENT COLUMN,"CUSTOM,INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. q,LVNN MILLER.PF P.E.4 58705 TABLE 8: ... _. _ Bill_of f Material If Part _ Descriptlon Material 3.500• 50 Soli` ---- — 35Oo• ---- 1 620121 Frame Head Shc anddambs-JLhannel - - - PVC' . 3 ,'LL �0 `"_ �-" a 062° ► :00: ,063" &I_ -.�`^ 062' 2 620122 Frame Head Sill and Jambs-Flange PVC' - I��' 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC ^` Y�. 13 620172 Antl-Lift Insert!Trim Coter PVC 2445^ •^ 2A45^ _,•�•• 2,445" 7.445' 14 820131 Fixed Meeting Rail PVC 15 _ 620158 _. Track Insert -6063'M At � ? r?L` _ �-��• 16 620129 Sash Rall(Sides,Tap 6 Botlam) - PVC — - `. `? 1 ,. �1;1_�_ ^ :5_�-(�-f1;IJ 1 lip•-tl"'1 I 17 620166 Monorail 6063 T6 AI 625" LI J-CHANNEL 525, FLANGE FRAME FIN FRAME EQUAL LEG FRAME a 19 620156 Pull Rail Interlock _ - 6063 T6 At .11375 FRAME HEAD,SILL @ HEAD,SILL 8 .1-715 �'3}HEAD,SILL 8 q j HEAD,SILL 8 20 - 6201" _Pull Rail Interlock Cow PVC ` B JAMBS JAMBS �.• JAMBS JAMBS 23.; 620152 HD Sash Reinforcement 6063 T6 At . 26 620155- H.D.Horiz-Roller Meeting Rail Reinforcement - 6005 75 At 1.872• I 27 71OX114PPA #10 x 1-1/4"PH;PH SOS(Monorail Screw) 410 SS I — t•64 t 28 61644 _ Weatherstrip,.187"x.270`Fin Pile - I 1,.�117"�I' _ ' 1.437" 29 61719 Weatherstrip..187'z,2217"Poly Pile ' t.ra0• 30 #8 x 1 Ph.PH SDS(Inledock Mounting Screw) 410 SS 77 '�'-•065' Y.020 TL a C 1,375^ -{ 31 7W12PPA 08 x 3-1/2'Ph.PH SMS(Fixed Meeting Rail Screw) 410 5S S9o• �����. �( :y',I;4.• 32 71669SP-_ Meeting Rail Screw Support Plate 6063 T5 At �T1m I .;0,; ,• ";050^ 70. I� ,oso• J �'-�---- 33 ,720210 Weep Fiala Cover - -PVC '• -c� 1231" �-•- -•�f L000' (�- ANTI-LIFT INSERT FIXED TRACK LIFT RAIL "• LIFT RAIL 34 720187 Installation Screw Hole Plug. -" -- - PVC ?�13 4: -•lb'r 10 ;SASH RAIL 20 37 - 720197 Auto Lock - -- C Steel"' &TRIM COVER _ MEETING RAIL �J INSERT _ INTERLOCK } �l INTERLOCK COVER 38 - 720199 Sweep Lock Cast Zinc - 39 720195 Auto Lock Cater Assembly Cast Zinc ,300• ,`,,. .316• rl 40 FT 06 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw)._ SS' .1('�'-` 41 .720200 Auto and Sweep Lock Keeper Cast Zinc .619• 750 ,ys 42 78704PPA #6 x 3r4^PH,PH SDS(Keeper Screw) SS 43 i 7612FPTX #6x 117 FPH Tek(Reinforcement Screw) SS .025' --..•h ,035^_ =-•J1+- 44'.-" (:eadstile Top Comer Key ^'Nylon �LAMI GLAZING ROLLED )EXTRUDED 45 _ Leadstile Bottom Comer Key Nylon 17Zi BEAD -,B0 SCREEN FRAME _ SCREEN FRAME 46 _ Lockstile Top Comer Key - _Nylon 47, Locks81e Bottom Comer Key - Nylon _ 2 0 eel i 4B 720204 Wh - - Nylon _t —+-��•_L182 72 620332 Lami Glazing Bead- -' - PVC "}�' 1•tar I r ' i- }+-,-•094' _ '74: Sackberiding,GE 7700 or Dow 791,983 - Silicone Loot• r+tl 1 2?!1'� � 75 Setting Block(1I8•z il2"x 4") I EPDM - 764" _ 80 ---81011- -`.Roll-formed Screen _' - -- - _ i Alum , - 1y_ 15 1_340" e� PCOPYRIGHT a)2020 'l}— �` GT INDUSTRIES.INC. Bl 61012 _ Extruded Screen Frame Alum l^- // HD FIR MEETING - LIMITED LICENSE TO MAKE ' R FORCEMENT' I��REINFORCEMENT RAIL17 1aONORAIL COPIER FOR PERMITTING, 02� ,Extruded-Screen Spreader Bar Alum _ , .831., 47042W Screen Comer Key with Pull Ring PVC - T876163W61814 7041W/CKGLB Screen Corner Key No Pull Ring pVC - ��`t`ItgtLYN/yrr�` 7CASPM- Tension Spring SS ,�,Z,O�.-•-•••.,411 91816C4e- Screen Cloth Flbeiglass'.140°Screen Spline(MachlnerHand"Rolled) VINYL HORIZONTAL ROLLER WINDOW(LMI) (,06(07/19 =#f; No•58106 *= a BOM&EXTRUSIONS be J ROSOWSKI D t '"*�2t� CERT-OF AUTH_ NOTES: 1070 TECHNOLOGY pRIVE t)ITEMS#5-12,10,21-22,24-25,35.36,49.71 8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 I L �* 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. (941)-480-1600 HR-5S10 iy NTS IN 8 OF 9 'off HRSSIO LAMI z z A A.LYNN LIILLE 5 P.E. j fib SASH ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH INTERIOR AND EXTERIOR DETAILS r) M PaRM Description Material n .., FRAME WELDS Cx1 "� 7MC7024 'Mulll-Point LocK Operator I Cast Znc O-\ 101 73340 Operator mounting Plate Steel 31 r 102 72015 Mullipanl Lock Keeper Aluminum 0 103 720214 klul11poinl Lock Guide Nylon .EXTERIOR ATTACHED TO. Y 0f�� �1 `—� /^. SASH RAIL l-(y1 104 220217-221 Tie Bar(Length Vanes) Stainless Steel 1 :' .. _ 'u� _ ?, j� 11 105 71024X12HFX 410 x 11T HH MS Sl'alnless Steel ._ 106 78X1FPAX vd x 1'Ph.FH SMS Stainless Steel { ,107. 78X75FPTX tl8-x 3r'. Ph,FH SOS Slainlusti StL•�1 10 ATTACHED TO 27) I I.�,•-:• / FRAME JAMB ._`tit • f IS•- ? f-73T.] EGRESS LOCK ? i r 4O) DETAILS ag INOT TO SCALE � I_ ea oa ei�• as Il -lad OPT.AUTO LOCK 10 ATTACHED.TO J I' a2 0FRAME JAMB'78 {` i` -814 . ,101) 01 411-1 � C9 OPT,SWEEP LOCK . b0 OR et _ t5 � � _rITTACItED TO \J .j• MITERED FRAME WITH /1 `-•.` INTERIOR AND EXTERIOR C7- f FRAME JAMB COPYRIGHTS 2020 ��-• FRAME WELDS Cx� PGT INDUSTRIES.INC. LIMITED LICENSE TO MAKE fic—REENt COPIES FOR PERMITTING, DETAILS \'•'� ,y 'f ~ `\ ? ��tLYNNi�'``- ea orsYaa�1 1. �r ,EXTERIOR `VINYL HORIZONTAL ROLLER WINDOW LMI `06107119 r1"`B70i FRAME � � ( ) �{ �>ir t j/•_it= ASSEMBLY , ASSEMBLY DETAILS �m J ROSOW$KI�. j xy d 91 E of Rtl. ._0 TiI E Of, ttl� CERT-OF AUTH.N29295 :^�SS fi7 UNIP?�LNG♦=J NOTES: 1070 TECHNOLOGY:bRIVE q_ '�,7i�NAl 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N.VENICE,FL 34275 P 11 fl a A.LYNN ISILLER,P.E. 2jJ-CHANNEL FRAME SHOWN,PART f11.OTHER FRAME TYPES APPLY, (941)-480-1600 , HR-5510 NT$ 9OF9 �:,i HR5510 LAME; A P.EJ!65705