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Product Approval
MIAMI•DADE MIAMI-DADS COUNTY Q PRODUCT CON'T'ROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 15-2590 F(786)315-2599 RECEIVEDmiamidade. ov/econo- NOTICE OF ACCEPTANCE OA �- PGT Industries,Inc. JUN 2 6 )g i 9 .1070 Technology Drive North Venice,FL 34275 S7:Ducie Caunty,Permitting 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 building code. This product is approved as described herein, and has been designed to comply with the Florida.Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5500"PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets I through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control 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 Impact 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. LUin 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 NOA#16--0714.03 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. CHAM= NOA No. 17-0630.05 Expiration Date: July 30,2020 D//7 Approval Date: November 30,2017 f�' 2D/f 7 Page 1 . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation -LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform StaticAir Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory; Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714-03) 2. 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test:Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. . (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Manuelerez P.E. Product Contro Ex finer NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (co=wED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTIN(JED) l. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03:issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FSC 5th Edition(2014) and FBC. 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) . 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc, for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and iring on 07/30/20. ManQrolE ,P.E. Product Conminer NOA 30.05 Expiration Date: July 30,2020 Approval Date: November 30,201.7 E-2 ANCHORAGE / ANCHORAGE EXAAPLE DESIGN PRESSURE RATING NAIMPACT RATING EXAEFOR �28-1/8'W.O.C. 21-SM �~ FOR ARCH-TOP RADIUS-TOP g/'MAX BUCK WIDTH MAX.O.C. HEADER(SIM.FORALL VARIES PER REINFORCEMENT LARGE 6 SMALLMISSILE 12'MA%.FROM LEVEL,SEE SHEETS 67 IMPACT RESISTANT HEADER(SIM. 30• 17 MAX. / Ww00WnPE5) F_I FRAME WINDOW TYPES) .// SHEET3� -� MN(.0.0• / 52-118'MAK BUCK WIDTH , 70'MAX.FROM SEE SHEETS 1 1 t-114' — !!N 8,SEE ASEE 12MAX, / FRAME SEAM D,SEE-� 088 I j1 B,SEE 30'MAX O.C. 12•MAX. 'SHEET3 IFU0:0 VISIBLE ,_ SHEET4 SHEETS� LIGHT WIDTH l B.SEE _�-3O'MAX O.C.. 12*MAIL C•SEE T SHEET3i I ,72'MAX I I PIKED SHEET3 - SHEET 41 . / + EQUALLY I /VISIBLE _r A SEE 12'MAX. I / 17-718'MAX.O.C. SPACED / LIGHT 17-7/B'MAX O.C. SHEETS i EQUALLY ANCHOPS PER HEIGHT SPACED i �_ TABLES 611 81.78' SPACED '17-78'MAK O.C.O.0 ANCHORS PER I. TABLES 611 Q I 0 BM.ANCHORS PER I BUCK _ 84' I. I MAX HEIGHT WN X _ 4 10'MAXO.C. HEIGHT x /� /MAX O.C. HEIGHT (91.78' MAX 10'M.W(.+IO.C. HEIGHT I)(+ 4 �MA) 13,/4 MAX O.C. EQUALLY IMA%.O.C. EQUALLY SASH 1MNC.0.0. EOWLLLY VISIBLE 1 SPACED SEESPACED "{" JJJJJJ ANCFIOTA RS PER /9-11 A�_ ANCHORS RSLESA ER / HEIGHT p T ANCHORS PER -.^ SHEETS J I. TABLES 611 B 8 B 1 A 8.117 MAX `,o-IW MAX 640 MAX TU _ NO ANCHORSATSLL \. SEEBILLWEEP. NOSASH NSIBLEATSLL B 54'MAXB CK WIDTH `` NOTCH DETALS. 1-114• NOTCH OETALS, NOTCH DETA0.3, Bf- SEE SILL WEER SEESILL WEFR StfSLLWEFS- B ,gd'MAX BUCK WIDTH LIGNTWIDTH NOTCH DETAILS SHEET4 SHEET3 SHEET3 SHEETS ELEVATION FOR TIP:FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION FORCUSTOM COTTAGECONFlGURATIONUPTO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEETABLES 411 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 550D IMPACT RESISTANT SINGLE HUNG WINDOW 1)THISPRODUCTHAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVI4} GENERAL NOTES_.._._.................................. 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE Ur IN THE HVM2',THE OUTBOARD LITE(CAP)MUSTTEMPERED. ELEVATIONS..._...._.._.__.......................___-.._.1 3)FOR MASONRY APPLICATIONS IN MWAI-RADE COUNTY,USE ONLY MUW9-UADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS B ANCHOR OPTIONS...._....._.2 ASTM C80 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE INSTALLATION,FLANGE&EQUAL LEGABOX__3 4)ALL WOOD BUCKS LESS THAN I-I/2•THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN SJ-CHANNEL_1 DEPICTED AS 2X ARE'I I&THICK OR GREATER IX AND 2XBUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................__.....5 AND W STAUlATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...._._...................__---6-7 5)ANCHOR EMSEDMENTTO BASE'MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USEANCHORS OF SUFFIGENTLENGTHTOACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES-._..............................—610 _ SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES.._................................_.11 6)114.MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST........................ 12-13 7)DESIGN PRESSURES: CODES/STANDARDS USED: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E13D0. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL B CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORID ABUILDING CODE(FBC),GTH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •2I FLORIDA BUILDING CODE(PBC),STH PORION BC.DE IGH LO AGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCRFJSE HAS NOTBEEN •ASTM E1300-09 ' USED IN THE DESIGN OF THIS PRODUCT.THE I.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH.OTHER •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTABVLSli9 B)METAL SUBSTRATE TO MEET MIN.STRENGTH AN THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 per` �0�° Bui4mg Ca,k 10)REFERENCES:TEST REPORTS FTL-7864&7966:ELCO ULTRACON NOA.ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NOA;ENERGI WINDONAND DOOR PROFILES,LTD WHITE a BRONZENGHTER Al SHADES 380.10 A )•J• O. SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFBPA NDS B ALUMINUM WlQN MWAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL. AVY `(LYN /'Ai, ON••""•N4fi' UPDATED TO FBO 2017.-JR- °y USER INSTRUCTIONS: �� '��•VGENBE'••, A1®"' •4•TYodod, 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. N0.56705 O6IO6H7 2)DETERMINE TME MOSTSUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. *; NO•S&705 3)IQiOWINOYOIIR GLAZING OPTION(TABLE I),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN * ® D-1pb- omm BY. PRESSURE FROM TABLES 4b.RMUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW C; 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED INSTEP I. 6 I�.J•(L/� N.VENICE,FL 3/T76 4)DETERMINE THE ANCHOR WANTITY FROM TABLES 0-11,VERIFY THE AHCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR % •'•, TE Y,V. Ti8•: DaL: )DETERMINE OPENING'SHEAN HORQ FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROMTHIB SHEETSET ARE MET. F'•.!YORID�`:' Qr�� (04IMBO-1800 SINGLE HUNG WINDOW INSTALLATION-LM 0-5/15/15. 5)INSTALL AS PER SHEET 3FOR THRU-FRAMEINBTPLLATION OR SHEET4 FOR INTEGRAI.FlNINSGLIATION. ,,A7SS�ONAL�NG�`` ro1 3R+� YOUR NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(XCHANNEL.FLANGE, // /11111 1 S°�0N°�'' �'a1a �°•t DP°`''^P Na Rar. A.LYNNRP.E: Au'wulns�sFAULn SH-5500 NTS 1 OF 13 MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEGBOX). P.E.Y5B705 CERT.OFAUTH.F1m TABLE 1:ALLOWABLE GLASS TYPES Glass Design Proaarro Fmma par Frame Fra.° Type Daaodpaon(Ud d from Extsdorbl.ador} Tsblee SM.t# Types 0P5am Conflga SMga Inatattaton Options that may be used - 5 718'Leminalod I.O:118'A Extador Cap+7/1(r Air Space+5110-Lnnlnsted;R)Ufes of 716•A Gleeswkh.090'PVB inlodayr 4,!; 6 ("*ROD)(esa Table t) Dee Rg A) (see F)g C) 6 7/6'Lasnh.44 LOQ tie T Ert e f 2n*7176•AtrSP.ce+W16•Lsminded:(2)Lasa afiter A Gtesa with ABO'PVB inteday.r 4,6 6 ....into 2%Wmd Frame/8uoksMp-sleet 3,op9m t 7 7fr Laminsted I.O.:3116•A Exterior Cap+316'Air Spec+6116•Laminated;R)UUa or i/S•A Giaes Wth.OBD'PVB InladaYsr 4 6 6 Range Equala.its, SRuere/Red.'7hmlgh the tranla....Into CoircMdCTdU-sheet 3,option 2 5-16 OdWPrmtew Amh-Tap6 ted LG,:3116• Eitb mCsp+316'AlSPsco+5118'fsMnatod;(2}Utea ot716AGiesa wOh.090•PV6(MadaYer 46 6 f#2I &College R@dua-Top of 8 71 p 1Nliko. -•-Abrouga iXeucksldp tato CConcorte/CMU-Otani 3•cytim3 6 LamWted LG„iBAEAtedor GP+7/16'Nr Sp.a.+d16-Lamkutsd;It)this d118•H(la�s wIth•080•SG Mtsdayar 7 7 ....Into Metal-shell 3,option 10 70 Landastes LG,;11r TExtadorCap+7116 At,Speak-Wt0-Laminafatl;(2)Ube of 7/6'H Ca.a.Win-OW SO tltedayr 7 7 Bost E aFUte, S ...Jnlo 2X Wood Fran itt)m;stdp.etnd 3,opUm 1 11 /r Laminalad LGL:311W A Estsdar Cep+3lr Air Space+61161sminated:l2)Utes of 1/6 H Glaes vith.080'SO kdedayer 7 7 Q° Wants tect..Thmuph me lama....ihb ConcrtdCMU-shed 3,cpflorr2 12 7lr Laminaled l.0.:3Hr TEatedor Cap+316 AllSPau+.bl16'lardndad;(2)Ula..1Lr H Glass wAh.OSV SG kded.y. 7 7 Eq#114) 5-16 O&COft-Jew Mat-Topp of the wbXow• t3 7/6'La.imt.d I.G.:11B`A EatadorCap+3116'Mr Spec@+7110-Larrdndad,(2)Ute.073/16'A Goes WittMRM� 7 �) pCOSape t7sdi�Top ..tNmgh t%BucksNP Ino CmcrddCMU-shad 3,apOm••, Into M"-steel 3,option4 14 718'G.rnineled LO.;lir TEddsrGp+6/16'AIrS pu ♦7116'Wdrutd;(2)Utes°)3116'A GIIN sdth.087 Ttmoyhthe 7Mto2%WoodFmmev&cktdp•.beet4,cpllm5 6'taMnatadLG,:3116'A FsodorCap+t/d•Ah 9peca+7/10-tnminai�;(2)LRes 0!3710-A Gfes.WIh.0B7 aChwnei Erpe741o, 3ymretRoekMeld-shod4,option7 16 7/6'tsmind.d LG.i&16'T Exterior Cap+114•Air Spam+7/16'Lardntroo 2)Ulea of 3116'A Oaks Mlh.097 01) 5-8 OdeVPro•.isw Amh-Tapp p College Red.-Top Through ��••••inb 2X Wood FmrnolBuckstdp•shed 4.COMB d�M�•-........Into Maw-shad 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GIABS TYPES 5,7,0,11.13 Thlou�fhe ....into 2%Wood F7amelBuckatA Min.Edge Mtn. Q BE USED IN P^abed 4,70 tion 5 616 MAYN T E¢JeiaJte, SRuary+Rasl, Group Anchor Substrate THE HVHZABOVE W. Hiepnd Fin Id.wal M...... ,,,,into Mew-shed 4.option Distance 6nhadmenC • ) 5-e OdeUo"Fe Aral-Tapp Th She fame....Into 2X Wood FramdBuclIZ p•ahed4,opd 6 F.T. outham Pura(SG. / 1318' p Cotfape Rogue Top �+Ob #10 SMS •MIN.OF 3 of the aksfow..........into Meld-.twat 4,apiion 8' (steal,iS41 S.S. Steal,M 318' 0.0(18 06'410 S.S. Steel Strut,A963 G7 33• ate• 06457`(18 Ga.) BEYOND THE - A ) AlumMum,8063-T5• 3/6' 0.05D' METAL FiOURE#FRAME CONFlGURATipN3 FIGURES:FRAME TYPES •A,-ANNEALED P.T.Southom Pine{SG:0.55} 7116 13(8' SUBSTRATE. O� ^H'=HEAT STRENGTHENED T=TEMPEREO 31161 steel UltrpPon Concrete(min.2B5liar t• 1318' VNGROUTED PVB'a.09V TROSIFOL®PV8 Ungnxded CMU, TM C430 &116' t-t(4' CMU'VALUES BY KGRARAY AMERICA WC. #12 SMS P.T.Sa.Mm Pine($G=0.55) 0110' 7310' MAY BE USED FOR GROUTED •$G'_ SENTRYGLASO (Steel,Qr4l S.S.) Steel A'0- 318' 0.050' Ctdi) fj JCIiANNEL INTEGRAI.FIN ItrTERLAYFR BY KURARAY «410 3.5.) Sieel Stud,A853 Gr.33' 378' O,M51'(18 Ge,) APPLICATIONS. O }{�{��i•• O AMERICA INC. B ANmhlr P ne(SG6` 3l8' 0.083' EQUAL-tiSE ORIEL CO7TAOE . 114`atael UlaScan -P.T.Sall@.Pine 3-TS-55 1• 0.083 1/41 steel CrataOex P.T.Souttem Pine(SG=0.65) 1' 1.318• FIGURE G:FRAME SHAPES 1/4'steel Aggra•Gamr F.T.Southern Plrw{SOL 0.55} 1' 1318' .(BUCK WIDTH - 48UCKWIMi.----(BUCK WIDTH( -- FCJwGE BOX OR EQUAL-LEG 1!P steel Nhacon Cororata(aria.2.85 key 1' 1314' C Ungraded CMU,(ASTM 080j 2.112 1-714' -1- - 114•ateol Crotefes Concrots(nln.3.36 kal) t' 73/4 -•- *- -� T MduW Mtn Fr W.F. 114'steel Ulhacon Co. (.in.2.85 key 2.112' 13+4 ru t $iw Ssnw 92 ks1• 120 kat ° 18.9 Screw 60 kit 95 kat Goncreto(Mir.3.35 key 2.112 1314 m 41DS- EO k.1 li0k.1 1/4'steel CRlegalt ?4 sc G D Ungro.ed CMU,{ASTM al) •712' 1-1 1m �/ m �1 LT °�i Esta ratiate�• ST ksi 98 ksi'COncia - 114'steelAligre-Gator .Ginned ICMU,(ASTM e(rain.3275 kG•BO 1.2 12 1 Y, ' 9/ Elco IAueCa® 155ksi 177 list RECT1rNGUtN2 RADIUS-TOP ARCH-TOP 41035 Elio CnteFks•127.4 kat 189.71,0 6o&7.T5Akmks. 16 kat 22 kat TABLE':ALLOWARLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAV BE USED A36 Seel 38 ksi 68 k.l PRODUCT REVISED BY INSCRIBING THE SHAPE INA BLOC%ANDOSTANNG DESIGN PRESSURES or.33 Stsei Sud 33 kit 46 ksi asp Ptynlgwrbdr FTodda Group Anchor BubWate, MIR Edge Yin. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. SWI gCodc Distance Embedm.nr AczPwnm'l�-D& . E '2-717 x.731•Crmm°n fel P.T.5°uitem wne(sCi-.55) 316 za116 %,ANY LYNhi `/�i� R"{s'`"' Dsto 2-1lr tErpetmrk Rory Nell P.T.3axbem gre(5G=.55j 318' 2-7116• �. 1��upENill'� ANCHORS RE-GROUPED. By No-> P.T.Southern Plan(SG 11r 1319' -JR-06/06/17 010 Tnlsshead SMS A)umlasn,�••�. 318' 0.0°0• z*� No.68705 y (steel,I" =Stud.Gr.33• 316' 0,0451'(18 GeJ - a"«4m s.8.) 7 � 1mo 7EGHNpwooRmE GLASS/ANCHORS/FRAME OPTIONS ROSOWSKI ar 318• 0.050' 'MtN.OF3 T •. ;•ZU.`,#12SMS (SG=.563 9116' 1316' 7HRFADgp' 1E tV. 6'LVT3I7CE.FL31276gate06& • 0.083' BEYOND TFIEo •;.: \'=` (Iu1)4B0.iB00 mated,ttl3s.s. • C2.� SINGLE HUNG WINDOW INSTALLATION-LM• 05/15/15 «010s.B.) r.33' 379' 0.060• h$tUEeTS�TRATE• �'// 0►�A4 �` gu ns° srp.38- 316• 0.060' I It AUAwHrara c6nm SwN4/Y.dak SCWe: aark Dona,;Na Rsr: `RE SH-5500 NTS 2 OF 13 MD-SH5500-01• B P.E.aaa706 GERT.OFAtri}i.4Gg2g6 I INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRE EICMU. , OPTION) EDGE DISTANCE SEE NOTE 2,THIS SHEET. I EMBEDMENT ANCHOREDTHROUGM EMBEDMEM FRAME INTO 2X WOOD �+—114'MAX SHIM 18 1/1'MA%SHIM �— FRAME OR BUCKSTRIv. SEEING 2.THIS SHEEP: EMBEDMENT SASH VISIBLE 17 EDGE EDGE 18 LIGHT WIDTH DISTANCE FLANGE FRAME -- �� DISTANCE SHOWN 44,BALANCE L114'MAX TYPEVARIES TYP.ANCHOR TYP.ANCHOR TYPE, 42 WRHSASHSHIM o _ TYPE• TYP.ANCHORTYPE, EMBEDMENTAND WEIGHT 64 EMBEDMENT EDG /—� 30 AND EDGE 2 EMBEDMENT AND EDGE STR DISTANCE PFRE Q 31 SUBSTRATE.DISTANCE PER SUBSTRATE. SUBSTRATE, a EDGE SUBSTRATE. SEE -L—Q 1B SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. EXTERIOR87 :' DISTANCE S EET2 SEETABLE2 / ••.-•~ FIXED VISIBLE 4 FIXED' 1B 20 OPT.SASH TOPFLANGE LIOHT WIDTH I EQUAL VISIBLE IIJFT RAIL FRAME I 2 _ LEWBOX LIGHT JI NOTES: SHOWN I� SUCK WIDTH FyM . FOR ALL WINDOWS: HEIGHT 1ANCHOR ®355' USE ONLY HORIZONTAL SECTION A-A 5HOWN L_ qg 38 FROM Ell'ANO AT S 1BSTRATE-APPROPRIATE 21 CENTER. ' ANCHORS LISTED ONTABLE 2, I 22 FORWINOOWS SHEET 2.FOLLOW EMBEDMENTAND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 — OVER 38'WDE: EDGE DISTANCE LIMTTS.ANY D ADD ADDMONIB. MAY 8E VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SMEET2. SCREWS®16310• INSTALLATION OPTION SHOWN MAY 14 45 48 47 BE USED ON ANY SIDE OF THE FOR WIWS'nM FROM END. WINDOW. 114*MAX NDO O SHIM YIOORWILUNG III MAX p BOTTOM LOCKS: BUCK 50 U 19 ADO ADDITIONAL USED INTO ANCHORS MAYBL SELF-DRILLING SHIM HEIGHT gCR�®gyg. USED INTO L OO AS PER TABLE 2, SMS iG5),SEE . 85 FROM END. SHEET 2.-1 ALL WOOD BUCKS LESS TABLE 2, Q� 30 THAN D RED IXI gRETOBE SHEET2. SASH CONSIDERED IX INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF ' LIGHT UNIT IS INSTALLEDDIRECTLYTO . HEIGHT' SUBSTRATE WOOD SUCKS OPT L 18 DEPICTEDAS2XARE1.1n'TMGK gg' USE En HER OR GREATER.IX AND 2X BUCKS Q LATCH OR (WHEN USED)SHALL BE DESIGNED 30 65 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR SI 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX ' LOCATION:6NB' DESIGN AND INSTALLATION IS THE SHOWN FRAME WEEP NOTCHESAT 80 FROM SASH END. RESPONSIBILITY OFTHE ENGINEER �o SHOWN e EACH END. Oa ARLHffECT OF RECORD. IXTERIIXt 8 68 3)VISIBLELIGHTWDTHORHEIGHT INSTALLATION J"L INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION PRODUCE REVISED 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH dT��vnh Bul`kdit BEADIND TO BEADING. SW14m4 Code EQUAL-LEGBOX 11,P MAX SHIM /1111111 Ji"AME INTO F4TAL FRAME METAL AocepbulmD)7- '7.L,A1() FRAME SHOWN o f✓� srX1.2s' `•..I ND ANCHORS : F•':�F M'�DadePmduR .,.t WEEPHOLE ••. REQUIRED IN VISIBLE LIGHT FORMULAS No.38705 '� ' 'WCOVER� 88 .... FLANGE OR _*: -.�' 2.Br FROG ••. .•• %-'•'•�.••�.`�' EQUAL-LEO WIDTH - Ry WefifAOan: Dmm W. EACH END- FRAME SILLS ®SASH:BUCKWIDTH-61n' �� � ®POLED UTE:BUCK WIDTH-4W %P e 1 :I�y;+070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEGBOX FRAMES JROSOWSKI .. ..••• �0,�'.• ST7E OF (Aj. N.VENK�FL 34275 Dvh: HHGHT(EOUAL-LITE) (C '•. OgID�`.'-\��� (4N}460.1000 TRIe: VERTICAL SECTION B-B BUCKHEIGHTn-31sRc %;SSS ' E�1G: R„p, SINGLE HUNG WINDOW INSTALLATION-LM 05/1'5/15 AAJJONALIPa4N,aLRm.Nn sw./L1eae sme: sn..t D. w N. A LYNN WLLER,PE ” "TK CERf.OFAUTH.Y228386 SH-5500 NTS 3 OF 13 MD-SH5500 ' PFJ 6BT45 INSTALLATION DETAILS FOR INTEGRAL FIN 81 J-CHANNEL FRAMES INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X -ANCHORED THROUGH INTEGRAL FIN ' INSTALLATION OPTION EMBEDMENT WOOD FRAME ORBUCKSTRIP,SEE INTO 2X WOOD FRAME OR �—EDGE DISTANCE NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SH ANCHORED THROUGH INTEGRAL l—EMBEDMENT FIN INT02XWOOD FRAMEOR O 1!4'MA%HIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2.THIS EDGE-DISTANCE 18 SHEET. - TYRANCHORTYPE, SAH VISIBLE J-CHANNEL -EMBEDMENT AND EDGE 18- LIGHT WIDTH r 17 FRAME DISTANCE PER SUATE, SHOWN D SEE TABLE 2.B57HERET2. T (SCREWSHOWN) 44 BALANCE EMBEDMENT 7 TYPE VARIES -- 1 11MAX SHIM Q 42 WITH SASH o TYRANCHORTEDGE WEIGHT 54 30 EMBEDI ENTAN PE DISTANCE EASEGCENT AND EDGER 31 O 1� DISTANCE 3.SHEET72. I(^JI SEE TABLE NHEEf2. EXTERIOR TYRANCHORTYPE, 18 (ANL SHOWN) �o 87 T f INTEGRAL EMBEDMENT AND BODE ! J FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE. 18 —1 FRAME SEE TABLE 3,SHEEP 2. FDIED 20 OPT.SASHTOP JCHANNEL LIGHT WIDTH SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME 1 LIGHT FORAILWINDOWS: NOTES: SHOWN ' HEIGHT 03®� BUCK WIDTH L 49 48 FROMENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE I 22 FOR WINDOWS ANCHORS LISTED ON TABLES 283 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION.FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. , 72 1/4'MAX 0 ADD ADDITIONAL AND EDGEDISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLES263.SHEET 2. SCREOV5�1&318' INSTALLATION OPTION SHOWN MAY 14 45 40 47 O FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINWW BUCK 0 BOTTOM LOCKS: 010OR612STEEL 1/4'MAX HEIGHT S0 O 16 ADD ADDITIONAL 2)MASONRYANCHORS MAY BE SELF-DRIVING SHIM - SCREW$ B'VW USED INTO WOOD AS PERTABLE 2, SMS(G5),SEE 85 FROM ENG SHEET 2.ALL WOOD SUCKS LESS TABLES 2 A 3, []L� 30 THAN 1.1/2'THICK ARE TO BE SHEET2. D SAH CONSIDERED 1X INSTALLATIONS. - EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF , LIGHT USE EITHER UNIT IS INSTALLED DIRECTLYTO HEIGHT IAT SUBSTRATE WOOD BUCKS 18 BOTTOM N) DEPICTEDAS2XARE 1.1/r THICK OPT. LOCK(HEET3). ORGREATERI%AND T%BUCKS c Q 85 TESTED UNIT (WHEN USED)SHALL BE DESIGNED FIN AND/OR (2)1' 81 30 TO PROPERLY TRANSFER LOADS INTERIOR 31 FROM AS END TO THE STRUCTURE WOOD BUCK FLANGE REMOVED FROM SAH END. INFIELD WEEP RESPONSIBILITY INSTALLATION E NGINEE �o NOTCHESD. 80 OR ARCHITECT RECORD. INTEGRAL FIN EACH END. � NO ANCHORS ORARCMITECT OF RETARD. FRAMESHOWN O REWIRED IN FRAME EIGHT INSTALLATION EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHTWIDTH OR H THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGR OPTION 7OPTION8 PRODUCT RBWSM 1/4'MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL ^� DTYi^2 with Um Fimib INTEGRALFIN SHIM BEADING TO BEADING. L7111111II///INTEGRAL FIN INTO METAL (INTEGRAL FlNIFIANGE REMOVED) Ac¢ wI4p�7 FRAMESHOWN ok�Mabn: E im ionDuc 2T%1.2SWEEPHOLE 11y OwpovERLgzar FROM EACH END' VISIBLE LIGHT FORMULAS No.58705 * ; TYP.ANCHOR IPE, ED�TANCE MOTH = m EMBEDMENTAND EDGE --D D..*t; - DISTANCE PERSUBSTRATE, SAH:BUCKWIDTH-6-1(C ,p 6 I •� SEE TABLE 3.SHEET 2. —.y EMBEDMENT ®FD(ED LITE:BUCK WIDTH-43'B' �� 6TA.�0 '•41/� 1o7orECHINaoOYORLVE J-CHANNEL FIN FRAMES J ROSOWSKI (SCREWSHOWN) ''O 47/� N.VENICE.FL34275 HEIGLT(EOUAL-LITE) 'i ICS''.RORIDP::`.�1`� (Bf1w�18W 7%M: 05 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15116' �'�.1 If) LIL G`� �. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN SeAu/Yodk Sn1r. Sn..e �Fq Na INT02XW000 FRAME OR BUCK- A.LYNN MILLER i— SEE NTS '4 OF 13 MD-SH B STRIP.SEE NOTE 2,THIS SHEET. P.E.16B705 CERT.OFALM./LB286 +{ 7/S'NOM. 7/e'No �•�- �I 7/8'NOM +I 7/8'NOM �{ 7/e'NO 5116'AJA PVB I 5118'AIA PVB I I 5116"A/A PVB I 5/16'AIA PVB I 5116'H/H SO 711 B'AIR SPACE 7/16'AIR SPACE 318'AIR SPACE 318-AIR SPACE 7116'AIR SPACE- . 1/8'A GLASS 118'T GLASS 3/16"A GLASS 3118°T GLASS 1/8'Lk GLASS aEXTERIOR_ a EXTERIOR a EXTERIOR GJ EXTERIOR a EXTERIOR 78-79 7&78 78 670 M179 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE.9 71' 71B'NOM 71- 5/15"H/HSG- /B'5/18"H/HSG 5/16°H1H SG-I I 5116'HM SG-I I 7116'AJASG I 7/16'1VA SG 7/16'AIR SPACE 318'AIR SPACE 318'AIR SPACE 5116°AIR SPACE 5116'AIR SPACE 118"T GLASS 3/16'A GLASS---, 3178'T GLASS 1/8'A GLASS 1/8'T GLASS GI EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR' T&T9 7&70 7 7B•TB &79 Fm GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12' GLASS TYPE 13 GLASS TYPE 14 -�{ 7B'NONOM 7116'A/A SG I I 7/16"A/A SG I ' IM NOMGLASS GLASS TYPES 9THROUGH 114'AIR SPACE 1/4'AIR SPACE 78-79 BITE TYP. '16 MAY NOT BE USED 3116"A GLASS 3118'T GLASS WITH J•CHIWNEL OR 72 74 •INTEGRAL FIN FRAMES aEXTERIOR aEXTERIOR ' 1 GLASS TYPES 5,7,9.11 7�7g TF7B 31 815 MAY NOT BE USED W EXTERIOR 75 THE HVHZ ABOVE 39. PRODUCTREVISTD GLASS TYPE 15 GLASS TYPE 16 �md>e"mm`FL to rvj n°ae�3 coag 1 O.� 1111111/ Aorcpl No /- 3e 30 ONY LYNN/. �L(�7 R BTI D *; No.SB705 t� • '�. , ,, GLAZING NOTES. 'A' ANNEALED =•O; = Oootpu-- Orem BY• TYP.GLAZING DETAIL H=HEAT STRENGTHENED lr= 1070TECLRJOLOOYDRNE GLAZING DETAILS J ROSOWSKI T=TEMPERED ® �O�'• •/[/: N.VENICE,FL34M 50=.090'SENTRYOLAS®BV KURARAYAMEWC7,INC.O i •'' ORIDP.•' (811)•4861800 TN. oaec 17s1�ONAL OPRON7C9MI SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,3HEET2 (/11111111111 S k%M-*h Scab: sh.rt Omslnp Nv. Rm. ALYNNMIUJ PE SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.EJ SB705 CERT.OFAUTIi&ZP7B6 TABLE 6: TAB TABLE I: or.Tn. mms.e oN.T— Dmw.Pmwle.O+rR) a 0�,auntry.n s,•OIYary DeelptPn•alua,m•m) ol•wTT1•• De.tln Prnwm,roam] 0.\Tae R•I.LImI At,p®KSinr• itrP60 wm 4111 0.solo p 11tV1 tam, u m•e snvs •SiA/.70.0 IYK YwI 9! Fe.Nb I1.S1 M0.o -RO MSA -TQo pIN.YwI M faepr/tlwa•Nnlha aWNlbnp Nat].ISAm MSo -An .mo •T¢o b Faftleaba••M•ua]w• EnOtlr 11,me•ILOb MSO -m0 MSD A.o SEE TABLE S,SHEET BFOR m oa•e.e cm..+ nan•nam .mo -im .mn aao SEE TABLE 70,SHEET FOR ' ANCHOR GROUP AND WANTITY. Tnb man•m]m .mo •xio wn ano ANCHOR GROUP AND QUANTITY. sY,e.auw. nose-aab Ms -no .mn an¢ a.ne Eq— M-n=n .m A Men a0.o 6tN•aIb]•• usrt.nste Me -mo Men ano ' o smn.t nan-usn .aso -Tao .mn ano ' T•aY nsm-man Mso -mo Msn aao ' a01]•n3eE Mso -no •m aao 6tnae0fmp 901]-m!b MSO •n0 .mD -]0.0 HEADER u EwI+ mOn•aa+e Mao -mo .asn aao HEADER auwenow nan-mab .mo •ms Msa .mo 23 o.eman. wn•nsb .ano •n0 .ma a¢o x{ omni nanneab .nso 0 .ma -mo rm svm•mnn .aso -im Men ano e . o wwaTmw. msnatAe) Mnn .m0 .ano ano e..lr. men-as ' C- MEETINGRAIL d w,weNWw n.en•mab Msn ano .asn -mo O MEETINGRAIL Cwlm la• "mr-nab Mao ano Men ano 26 Caw Me Izsn-IasN .mn .xio .mA •no 27 � mwl n.m-uam Mso .Tao �a ano ��� i 0 Y TNY �a0-31aY .MO -AO aa0 e VV 0 SY sl.�nuw r-amr .eso -Ao � -mo � O Iowa• a01]-m.e19 MSO -RO ano 23 JAMB mms o.rusa. ae1T-asb .ano -mo Ms.o aa.o 23 JAMB Nma.eit•n.r rt.sn-mate .ase .Ao Mao aa.o • SASH o.tr•ea• um].nite Mvo •na MSA ano F%IFAgq SASH HEIGHT t•naa. asn.Nab .mo -ne .m0 ano a HEIGHT N.e.+ n.m-tieb Mso -mo .eta -mo TOtl -MAN MS sY,remw. man-snsr .ma mo .ma aao 23 Ewer asn.msa Msa -Ao .ea ano 23 elad•nPur,r IIm1•Tab MSO -AO MSO -0SILL e7 wr•la• man.mate .eon -n0 Mea ano SILL wmmm. n•mAte .mo ano .mn ano O•IaneO• 1101]•nAb Ma MSO ffit ' ' Owsn Ur• mmi•NAm .MO •n0 MeA ma 6ao,r11 11.Be1.la.Ob MS -xi0 Mno ffie Tbwt RSn••18N MS .RO Mf.o ano - 1>tl•m BOa 9m•%.Sb Mon •Ro .m.0 as o . Ewlb m.m•meb •pan •lno M{.0 AO A ]1m•eSSb MSO •na •!0 A SECTION DETAIL FOR WINDOWS WITH - aaT-oar Mso •no Msn ane SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5.6.7 8,8 totelu m01i•SSb .mo •mo .m.o ma LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&B (REINFORCEMENTS SHOWN IN FIGURES ABOVE aele-mate .ma -Tao .mn ffie (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTOALLFRAMETYPES& Eortr men-•LeN .mo •mo .m.o -mo APPLY TO ALL FRANS TYPES& ' CONFIGURATIONS) a Is.trslS'v. men-m3m Mso -mo Mea ma CONFIGURATIONS) PRODUCT.REVISFD 6Ytl•a Pmlav male-mAb .m.o •mo Mso ffia • esn 7wm �-naN .eso -n0 .een ane •+ dY0+9 aitV the Eluide SEE TABLE IO,SHEETBFO ANCH ppUPAND QU/1MITY. UuiWlug�O ••MIN.SASH HEIGHT•WIOR W bItM7 60.130 Aca 1,1 C d, ' ,O5• SHO. CEN No R•tlwve B) D#e /j,', `0 — Mltmi ode Aodact *: No.68706 •�'� NOTES: ))USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FPI. N.VENICIE FL 1070E CHNO GY DRIVE DESIGN PRESSURE TABLES JROSOWSKI T&b: Ib a 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT ISAS PERTHE FIGURE SINGLE HUNG WINDOW INSTALLATION—LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN )irliltssse mmntsare�IDae. Su4E/Y)dn Snob: 3rwc 01+naq Na � REr. ON THE TABLE. ALYNN N0.IER P.E. SH-5500 NTS 6 OF 13 MDSH5500-01 B PFJ)aB705 CEKLOFAITH.SaM j TAOLE 7: .._. .._ ABLEd . od.ryr. ap+•a 8140. o� Pre..ue,wa' sd.rM. em.mrm . a4 uau wc,po,arm., san•w. ap waH p.op,mwpa., emtdbo nerbnwwapteroam' lwmte.t faepOwnme 1 vpry ".-.""".mew.'.ew_t ,-., 1434 1.+.1 m•a9w- sore.AO we+�ewwmn ' s rWdar•.+ epem"" o m H a wpaamw n a. 3aIfa- m •e mta ae Fw+au haat •Ma-+mA.m. .uno.mo-naolii "r. amvEgaw. I'm Nao-nno•raa-nno.rao.nao•mp afo.9•rv.o•rno aao moo H40-1140•m0-tmenaf]•Isam-MI amA-MA moa•M4 Am0•M6 ma0•Mo-IIan•M.-ffap.M.Dma• •m.a.0.w.rao-nao -nao a EWNtl•- + ao•mo•no.a.ma-110.0•raa 7114.m.o fi.m- •no.+mA.m.p.nao.mo.unoAno d.wrop�o.1•. K. Ir MA-nao•mo na.v me-+10.0•Me-+rno-m0 70.40•m0 7140•ma•-I A0.0-1140Ma"'•m.a,nao.MO 'Mo Tmm -.aalm •ma-nao•Mo may.mp maa•M.p-nao•Mv-irao•MA-rmq•me-nav•Mn mA9HEADER .mv.»¢o.rm 710.4 .rm0 d.m.ac.a.P. xiavaa+e .mo•nao Naq ao •Imo•Mo.vna Nno-vao•mp-naoaa nona® •roa.voq.mo.t+w.mo.nao -+mv ms,a+w1am0 Fa"sein.an-mBr Nno-nao•mo-Hao.m0 MOA•30.0-114IMP-0.0-H4a.Jw.-1 -+uA.mA.+ao•mo. a•;wor�on• xm•nata.ma a+nA•rao mao.raa•naa•mo mot 10"o -rao d�m.a 0..m-+um •Ma•1160•MO-1100.rno--IAA•MA-. .ma azo m.v Trrl aau•suu +rao-++w.rao_ Lina•roA-nao.rao.n ,to•nao•rnv.mI ao•Aa.O».•MO-MAO•MA-tHI0•rao•ttno NooM0aao rma ae,mea. acan•mam .Ma•froo•rao•nao Nao•r Mo•mo-nno•m.o 7145+ma-+rao•M.o,iu.o.mo• MEETING RAIL .rao d.pwcr.0 m,n•mam no-+foo-I•,,aa Nno- •raa mno ma as n0.,•rap-Im0 N0.0 N1n0•rav-vao.rao.up.o 140.5 70.50 .�r u• tasn.auu•mp-nao•rao smo•ma-nao mAMao fao.rao-slag•ma•nao.mo•»aoIt.-Rom •MA oma.Ma.nno•ma.nao nno nepe0pmaw 1180.-ma+e•Mo- .110.5•ma•114.me.uno •nao aem+ana xan- 110.4 NOap m0.0.mo-»0.0•M0-H4q*`Mnao•110.0•MO-110.0 Naq N10.a,me•nav 27 a•ma nmaaam.ma- .0.a na+a .mo•nao.r a-Hno+n. -noA•raa A+no•MI•ttao•MO-0.0.9 7 m0 Mao.mo IAA+Mn o.mv-+mo•Mo Amo7»5.11.Mo-nao•mo•T1na-no 410.0•M0.nto•rao-ttao-m0.•mo MI-mr.a r+.0 svm-M.9» .Ma mw•ma a¢o •MD-0 •mo 4515 Tra 3vsu-man •mD map•mo 70.4.5.mo•nao•raa-nno M.10.,15.mo mo •ma a4a •M.0 aaa ' emp•alano. 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OpIIA0000IIDOpIIIIIIa020II0Da00DDIIaDOD0a0p0II0a0A0222200onD, 0IIa0D0a0aDDDDDIIpOD0dOD0gOIICiaIIII0gqII000aII000DODDOD00a in 1322000 G'�6pdOQpp000QOQa00apd00II0Q000p0IIaQOpOpadpaddp0a0a0app ��Q: Common a0aD0DIIpd000IIpdapgQ000020aD0Daa00pOOHIO= maaaOagOQD02DD02DOC1D0II0gqIICi02D00DoDa00qq00DD00Coogan o IE=NMMQMMMaa0p0aaaappppOpQOpa000p0pQdd0pIIppp00pppOppIIpp .. m0IIda00aOman 0000IIDD00DIIDa0D0aflaa00DDaII0a0g0000DDOII00 n m0Ilona 0coca p0pD0aa0IIQflOgqII00Q000DflQD0000qD0000000D0 �agaa0aaa0gq0aa0a0qqa0flOqqli0maaaflggq0qaqqfl0Da0AqflII0q. am am �G�'C�7aaa0a0adQ0d000DDDDIIDDOAQQQD00D00D00A00ga0II000DDDg00 �ooaooao�oa• I3�.5I00' 1I3500• 3.500' I33ZW ✓�.o M .062'1A83' fAB3' 1.183' 7.983' .070' f�o o ❑ Q II�,` .7,5- .8+0' u .070- .525 JCHANNEL FRAME '62S FLANGE FRAME FW FRAME EQUAL LEG FRAME +•+85' fJ� •+�' @HEADIJAMB To @HEAD/JAMS +.375 OHEADMAMB OHEADIJAMB @REINFOHI RCEMENT @REINFORCEMENT . T 1 T 1 3.483'-�•{ f 075-4 - 1.182' �- 3.483'--I 3.483'-�I 3.483'�-� 1 -[ 075 .asz• n DIS-.oez• D~' -IIS --.ase• .7er��.D35 1.o4r 0 . �Ifl �If III�II ll 111 L +30' r/I 2.994• 2.4144• fnJ'I ,air r+- ---r.� 1.340• 2A44' L Ir/J]III I�� ��❑ ��1 2.419• @M MEETING RAIL STANDARD R7 REINFORCEMENT Il�IL�JI L^oJ 1 1 �o L��JJJ GRAfL 1 REINFORCEMENT .625' JCHANNEL FLANGE 1.375' 7 FIN FRAME B EQUAL LEG ' -� 1.375' O FRAME SILL r O FRAME SILL O SILL O FRAME SILL L 1215• 1.376' 1 I 2.10D* 2.17V' 1.472*�•I �•�•1.565' 1.s3o• I I J� Iuj .OBS 0 .085 .3176' 1 �'se11. .874• .SBO' � .471• Ir-R��{.580' ���7' I .035' 355 .075 ,070•J} `/J ...JJJ T -�7 1231' �.r -.-�+.000'. ABP __ T FT RAIL 14 MEETING RAIL 1B SASH RAIL - 17 VER 1B SSW O� 18 INTERLOCK LIF,RAIL @ IINTERLOCK COVER 21 INTERLOCK •OINTERLOCK COVER PRODUCTREVLSFD ' 'cui^PIS+newifi Om Ftwide. .. 7++lfuuu9r ^�afabi,�ro�u/7• d CEN .300' : U 3F'•.�`A`Y DME>mt �.754' �.750' �*: N0.58705 LJ .035 1---f r- .026'-�}�- ® . D°IN an LAN 10 EXTRUDED Ro- =p'•. Ale gi +MHNDLG°v DR"/E WINDOW EXTRUSIONS J ROSOWSKI 'n 49/` N.VENICE.FL34215 BEADING @SCREEN FRAME 81 SCREEN FRAME �i t�`s'•.:2aRIDP..+'��� Tft: Ov4 (641H80-160D SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 11//,111117}7 mrrdmnnlEs.aaa S°Ms/MaE�E scab: 56rC OrmcNB Ift Rar. A.LYNN MILLER P.6 SH-5500 NTS 11 OF 13 MD-SH5500-01 B REA 68705 CERT.OF AUDL SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT_ STRUCTURAL Bill of Material Bill of Material,contSTRUCTURAL SILICONE /! PaR# Descrlppon Material # Pad# Deserlption Material POLYISOBUMENE 114'NOM. FOAM 3/16'NOM. IH S e ung Frame ea 8 Auto K acharuam 3t WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambe-Flange PVC 48 72019889 Sweep Lock Cast are EXT,GLASS EXT.GLASS 3 620103 Single Hung Frame Head 8 Jambe-Fin PVC 47 72019586 Auto Lock Caen Assembly Cast Zinc 4 620104 Single Frame Head&Jamba-Equal LeglBoe PVC 48 70X110OPTX#6 x 1-118'PR FH SDS(Aute and Sweep Lock Screw) SS 5 620105 SH10H Frame SRI-JChannel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc e 620106 S WDH Frame SIO-Flange PVC 50 776Xi4PPA #8 x 314'PR PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SWDH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt latch Comer Key PVC 8 620108 SWDHFrameSill-Equal Box PVC 52 420182 UR PWIRa11Ti8Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meethq Rail PVC 53 7634PHFL #6 x 3I4-Ph.FH SDS(Comer Key Screw) SS 7e 4SG TPS @ SPACER0 NXT- 18 620129 Sash Rail(Skies,Top 8 Bottom) PVC 54 420183 TIR Latch PVC , 171 620134 Balance Cofer PVC 55 420184 Till Latch Retainer PVC 18 620133 Sash Stop/Screw Corer PVC 56 720207 1'Tilt Latch Spring SS ALUMINUM i 19 620156 Pull Rap Interlock 8005 T5 At 57 420186 Plaut Till latch Finger Pull PVC - REINFORCEMENT POLYISO. DESICCANT FILL AREA 20 620144 Pull Rall Imedock Cofer PVC 58 720192 Metal Till Latch Finger Pull Cut anc BUTYLENE 21 620157 Beveled Interlock 6005 T5 At 59 420180 Phot Bar Comer Key PVC S 16'NOM. SEAL 5118'NOM. 22 620145 Beveled Merlock Cover PVC 60 720206 Phot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 756 AI 63 720191 Saeh PWl Hartle Cael ane DESICCANT ROLL-FORMED FOAM STAWLES.STEE 25 820152 HD Sash Rdnioreement 6063 756 AI E4 720194 Sash PWI Handle W ph Latch Assembly Cast anc EXT.GLASS 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 314'Ph.FH SDS(Pull Handle Screw) SB 27 620154 HD Meeting Rail Remlorcereent 6005 T5 AI 66 420188 Bolton latch Strike Plate Cast anc IXT,GLASS 30 61644 Weethara rip,.187'z.270"Fin Pile 67 778598 #8 z 518'PR FH EMS(Strike Plate Screw SS 31 6030D Weathemtdp..180'x:300'Foam Bulb Flex PVC 72 720135 Laml I.G.Bead _ PVC 32 61719 Weattlestrlp,.1875 x.220'PdyPile 74 Backbedding,GE 7700 or Dow 781 Sllkone INT.GLASS .GLASS 33 61825Wealhaetrlp PIU9..22D'Flreest 75 71646N Setting Black(TIB`x 1-x1/8' 85+1-5dao. EPDM 35 7eX1MTrr 08 x 1-Ph.PH SDS(bdelOck Mounting ScreY4 so s1o12 Extruded Screen Frame Alum O DURASEALO 9e XL EDGE75.1 . 36 7BX3THP% #8 x 3'Ph.PH SMS(Meeting Rail Screw) 4108S 81 81011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rall Scrow Sup-pod Plate 606376 Al 82 7CKOLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hale Corer PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 720XXOOL Constant Force Balance 84 47041 Screen Comer Key VAUIDut Pull Ring X2 PVC 41 #B x Well Ph..FH SMS(Con.Force Balance Screw) SS 85 7CASPM Terebn Spring 42 Spiral&dance 88 61816048 Seee1 Cloth' Flbemlesa 43 720205 Spinel Balance Shoe Nylon 87 6163581814.140'Scnxn Spline(MacNndFlaM led) Vicryl 44 7aX114FPAX#8 x 1-1W Ph.FH SMS(Spiral Balance Screw) 410 SS Part#1 Description Material e,O IgyTAEwSED ceding Code 15 ux FWrBa 78 Kommerling 4SG TPS Spacer System 11I r n n, n«1a1w aN`s I 100-0_4 77 ouanex Super Spacer nM with Hot Melt Butyl Sheethiw , QNY LYN,y �,, xwlex F�lD7o 78 ouanezDureseelSpacer Materials � � 'L1CFNa'�!!�'�,' 79 Cardlnai]4_Edge Spacer F � REFERENCE TEST REPORTS:FTL-8717, 969&8970 =*: No.58705 '� _ 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI 0 STATE N.VEIGM FL 34275 Dolr ' s ' Oq•I•°�'�`�� �1)48o-1B00 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: %Si NG a4 7 xro->ExvmK S kVU,4r6 s,>d,: sn.e m°.4q 1)PVC BY ENEROI WINDOW AND DOOR PROFILES.LTD.,TO BE LABELED FOR MMA EMRUDEA CODE. A.LYNN M61f3t,P.E. SH-5500 NTS 12 OF 13 MD-SH5500-01 B 2)ITEMS 09-13.15,24,28.29.34.39,61,62.6&71,&73 ARE NOT USED AND ME NOT PART OF THIS APPROVAL p,E.y sg7p5 CERT•01F/U17R,922as 1 OPT.SWEEP LOCK O 48 dB OPT.AUTO LOCK \ 18 47 � 0, 20 67 OR 58 S7 OR 52 0 1 � 65 I I I 45 O OPT.PULL RAIL 22 - 82 ORO /0 INTERLOCK& �\ COVER O 87 �oO Q BB OPT. 7 r BEVELED . MITERED FRAME WITH 21 INTERLOCK INTERIOR AND ExiERIOR 18 &COVER ' FRAME WELDS O 18 `. 54 16 67 D ^ K 60 OR g1 ) 44 74 EsjD/�pice-----, SCREEN OPT.PULL HANDLE ASSEMBLY �i WITH LATCH_ s4 DETAILS ' 41 40 CONSTANTFORCE '�-�� \°'J 18 OO 83 BALANCE \ — OR "./OPT PULL 40 DRO 42 43 SPIRAL'BALANCE HANDLE i 63 \--'`\• MITERED FRAME WITH P SASH INTERIOR AND EXTERIOR ' 37 ASSEMBLY FRAME WELDS ' se DETAILS EXTERIOR 53 38 � ti-.M1NE576 :.RODUCr REVISED SWIdi.lCi d hNe Fiofidn FRAME ASSEMBLY ® \\\ .�.��CNYLYNy •i� IIII I�r,��(/ j1�III R.�.w: y Q�LO '� �J 1"yavi dr Lhcdt DETAILS 17125 �: % DeaMpfWb Omm 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR +\ �Q�•,. -ITdV` N.VENKP3d2 ,FL75 f� \••.I ��lC ••.�,KORIDA•,+'C��• M41}480.1600 Dtic 1)SOW PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. � s � SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 J- CHANNEL FRAME SHOWN.PARTS C I&5.OTHER FRAME TYPES APPLY. ��S�ONAL ENG 0�fT1 � d„„q Na Rrv: 3)FOR RE84FORCEMENT TYPES.SEE DETAILS ON SHEETS 6&7. II1I'1 —WOlR9IE5fR.ED 4)USE CERT.OFAUTH N2P1S6 EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN M4LER,PE SH-5500 NTS 13 OF 13 MD-SH5500-01 B PEC 66705