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HomeMy WebLinkAboutProduct Approval (2) OCT ? 83 MIAMI•DADE N PER,`411rTiNG MIAMI-DADE COUNTY a St. Lucie County, FL PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES.(RER) 1.1805 SW 26 Street,Room 208. BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OYACCEPTANC Fti is ic[ade avfecoaon�y PGT Industries,Inc. t 1070 Technology Drive L %, .01 North Venice,nice FL 34275 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 - 'Praoduct:Contro`i Section 'to be.used-.in:M ami Dade County and o her.am. s where.allowed by the Authority Having Jurisdiction 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 j 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 ofthe 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. I DESCRIPTION: Series 115400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12,dated 05/15/15,with revision A dated 05/05/16,_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 Aceeptance=nu€riber and'expiration date'by the Miami-Dade County Product'Control Section. f MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, P model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. F 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.tlie performance of'this product. a TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number_preceded by the words Miami-Dade County, .Florida, and t followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed,then it Adll•be Clone in its entirety. 3 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 Oficial. This NOA revises NOA#15-0519.06 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. I' .. - r �t.� KOA No. 16-0714A4 MIAMFDADECOUNTY Expiration Date: July 30,2020 Approval Date: August 18,2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: L. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. =B. TESTS 1. 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 PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Durasee spacer system, Super Spacer®NXTrm spacer system and XL EdgeTm spacer system at.insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTI,-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. 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 T.est pex 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 previous NOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. -15-05-19.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). f Manuel Pew,1P.B. Product Control xa iner NOA No.l 14.04 Kic0 atiirrc Date: July 30;201 Approval Dater August 18,2016 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E: MATERUL CERTIFICALTIONS`(CONTINUED) 1. Notice of Acceptance No. 124120.02 issued to Royal Window and.Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their`Bronze and Lighter Shades of Cap Coated RigidPVC E.Ntearjor Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice°of AcceptaiiceNo.14=0529:14 issued to`Royal Window-and Door Prof les, Plant.13.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5th Edition (2014), dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn-Miller,P.E. (Submitted under previous..NOA-No. 15-0519.06) 2. Statement letter of no financial interest,dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.06) 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. (Sib utter yn4er•prev ous NOA'No. IS4519 06) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.06,issued to PGT Industries for their Series "5400"PVC Single Hung Window-N.I."approved on 07/30/15 and expiring on 07/3°0/20. l Manual Per E. Product Control E ander NOA No.16-D"4.04 Eicpiration bate: July 30,2020 Approval-Date: August 18,2016 9-2 EXAMPLE 28.1l9'MAK O.C. 21.518° �'� ANCHORAGE E%AMRE DESIGN PRESBURE RA TING _IMPACT RATMp_ _ 52.1/8'MAX.BUCK WIDTH FOR ARCH-TOP RADIUS-TOP '-'� MAX.O.C. - --H VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM. _ 1Y MAX.FROM EIDER(SIN LEVEL,BEE SHEETS B-7 IMPACT RESISTANCE FORALL \ FRAME SEAM I ---►1 30° - tY MAX. / WINDOWTYPE6i) WINDOWNPES) /_�\ B.6EE� fMAX.O.C. -- !/ 6HE[T3 52-1/8'MAX.BUCK WIDTH J �� ^t -�.--._..- 7 i6'MAX.FROaA. aE�SHFETS 1-tf4' 9,SEEy _Ir-30'MM1X.O.C.-H► --12'MAX 6HEET3 I ��FIXED VISIBLEI "raw / FF/lMES9:AM 0.SEE SHEET3 I _ 1 LIGHT WIDTHI 6HEET4 ' { fI. 111 I� SASE. 12 rMP7(. i f FICO StioFl P=i:31t MAX 0.G-r? SHEE[d ...EQUALLY` ( 1 f VISIBLE...�!- -. hSEE T- 12. 2�MRX I: EQUAIIY I I f7.7//9"RWC O.C. SPACED�' I I /. LIGHT 1T.719"b1JUl:O.G. SPACED I.1. ANCHORS PER I t HEIGHT - - TA8LE368T... I -1:_. EQUALLY .I I f ANCHORS PFR f: 91.76' SPACfD / _ 17:TlB'.'MAX O.C.I' TABLE90&7 >- MAX.ANCHORS PER - 84' 0� BUCK TABLES 68T�.. 0 -_ sz° OI I BUCK MAX HEIGHT _._.1._ MAX HEIGHT BUCK "" MAX O B CK ^, HEIGHT x 'h1AX.O.C. x n 10' O HEIGHT x j 11 A(81.7&' , IL� [13-3f4"MAX.O.C. ._L_J_ - MAX) •EQUALLY ' 1 13274°MAK O.C. EQUALLY S413314 MAK O,G EQUALLYBPACEDjSPACEDW9ANCMOSPACEDR9 PER `-___ _ ____ .._lSEEANCHORS PER! 1 ANCHORS PER Ij SHEETSrAUUTII;Ga7 ' � , . i687 �MLJ NEIfi.+N7 Ai TA$LE551T� f A 889 C MAx. -- __.J D�---.._._ 11fA'._, NIH = _f onnoeacs _2 2_ --- SASHAl1618LETLy/G .- 62=718"MAXBUCKV'/fDTH \::N�OTCHO NOTCHDETA¢.6.. -52.1/B'-1/8NOTCHRETALLS, NOTCHDETAILS. -511Cf.T3 � SHEETO - SHEETS STIEET4 ELEVATION.FOR TYP_.F,LANGE 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 VdRH EQUAL-LITE CONFIGURATION SHOWN_WITH EQUAI._LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION FOR_CUSTON COTTAGE CONFiGIIRATION_UP TO ANCHORED THROUGH THE NAIL-FIN 751HEIGHT SEETA9LES(&7 (SIMIIAR ANCHOR DIMENSIONS FOR 01HERCONFIGURATK)KS) GENERAL NOTES:SERIES 6100 NON-IMPACT RESISTANT SING NG INDO GENERALNOTES._. 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS. LEVATIONS..................__...........1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME,GLASS&ANCHOR 3)FOR&1ASONRYAPPUCATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COD OPTIONS............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEGIBOX................3 DEPICTEDAS 2XARE 1-VCTHCKOR GRERTER.SXAND2X.BUCKSMEN USEDDSHALL BE DESIGM_V,AND SECUREDTOPROPERLY TW445FERLOADSTOTHE 87RUCTUREWOOD BUCKDESICN INSTALLATION,OTTEGRAL FIN. AND MI TALTATIDN IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHITECT OF RECORD, BFCHANNEL......................4. - 61 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS.._..._..............5 SHOULD BESEALED.OVERALL SEAUNGIFLASHING STRATEGY FORWATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6.7 6)IUS-MAK NC SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION'WDU SCERE THE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE.USE SHRAS CAPABLE OF TRAUSFERRMGAPPLIED LOADS A'fQIOR fbNN JATIES..._.-_.-..8.0 71 Mr PRESSURES'.. EXTRUSION•PROFI ES....,,..__....To. R.NEGATIVE 13ESION'LOADS BASED ON STRUCTURAL TESTING-ANO Otft&S-PER ASTIME1309: STANDARDS USED, ASSEMBLY-B.PARTS LIST... M.42. B.POSRTVEOESLGNLOAA48A3E0.0N WATM rESTPRESSURE•SIRUL7URAL.TESRNG AND GLASS PER ASTM 131300.. 8)THEANCHORAGEMETHODSSHOWN(1AVE BEEN D ESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3%,STRESG MCTkF_ASE HAS '2014 FLORIDA BUILDING CODE VBC),STH EDITKKi - NOT BEENUSED IN'THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORB INTO WCOO:ANCHORS THATCOME:WTO'CON7ACT" 'ASTM E790Q-00: WITH OT HER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 'ANSUAFBPANDS-1012 FOR WOOD CONSTRUCTION PROOUCTRUVISBD B)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AN TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,AOM-2010m' OlYlnBwlLO Qa FI.Lu 10)REFERENCES:TEST REPORTS FTL-7984;ELCO ULTRACON NOA;ELCO GRETEFLEX NOA:ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR PROFILES.LTD WHITE&BRONZEILIGHTER •AISI-S10O-07/52-2010 Ulrild'mSCMo SHADES OF CAP COATED PVC EXTRUSION NOAS:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM GE$IBNMANUAL Amcpleam Tb 16.0J4:O4- EP m bee 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. „�;,{;! ,1,7,';:�. R.W.d Or. Dale: Revd7an: / 8 JR 05/05/16 A)AODEDSPACERS Br USER INSTRUCTIONS_ TO SHEET \ �C Ravbe0 by: Oafs: Rav(sWrc 1)DETERMINE THE SITE SPECIFIC�MOST NDOW CHORGOPENINGS GROUP NLES 2 ORE C REQUIREMENT O HEINSTROM INSTALLATION ,( ! �j• �I 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES Y ON A ACCORDING TO THE INSUR)M IOOW3OETIONS. .'7 KN07NN0 YOI7R C-IA3NBOP.iKDN(TAfii.E 1L�.NNOOWOONFI(o'lA3Ai1@T1.d,AA3.£>Tt,DE3ERSIINE MCIiR IA°FYJDWS DESIGN PRESSUREFROMTABLF_S4.OR'5.ITMUSTfQDA1:'OREXCEED THE DESIGN PREBSLTREREQUIREMENT•FOR-RIEVVNDOW L'C- Lq , - GENERAL NOTES&ELEVATION JROSOWSKI OPENING OBTAINED IN STEP 1. "I" 4)DETERMWE THE ANCHOR QUANTITY FROM TABLES a OR 7.VERIFYTHEANCHOPAUBSTRA7E WILL MEET REQUIREMENTS T 1070 TECRNOLOGY DRIVE TB.- D9a: `. PURYOURDPF%7NG+&CON'BMCNFRGUTABLM20R8•AMD'FHATALL&7N.AE=REIMUMfR(M IHZSMETSEiAM MET. I .F< N. RCE,Py 34275 5jNsrALa Asan es+EerafGR.-_T*W x-FRA aEINgrAUAT)ONMSHer-44+M INTE-.RALFigINSmuATICK S1NGI E4.MG WINDOWINS1�11.1ATION-`Nl. . 06/15(15 . .3 NOTEVESIGN PRESSURE RATING DETERMINATION ISTHE SAME PROCESS FOR ALLFRAME TYPES(J.CHANNEL,FLANGE, f•''II+ "Svf SH-L• Scali .SneaE 'MD-' ' INTEGRAL FIN OR EQUAL LEGIBOX). - A.LY NN 0110705 P..f CERT.OF AM.§59296 SH-5400 NIS 1OF 12 MD-SIi5400-01 A .R.E860705 TAB LE it ALLOW ABLE GLASS TYPES Ft= GI*" Rome Frame - Wass Description(Listed from Exterior to Interior) DesI nPressure Types Options Can11gS. Shop es Instalhill-Optiomth.tmeybe used Type Table# Sheet# (see Fig B) (we Table 1) (see Flg A) (Sao FIB c) I.G.:118"A Extedor Cap+112"Air Space+118"A ExteflorCup 4 6 ,..,into 2XWood FoonSIBUelmmp•Sheet 3,option 1 2: 314"CGg•:118'T Extedor Cap+-t1T Air Space+VS•T Exltida Ca 4.5 S'7 Flacp Equ.110e, Amf. Rust.•ThrougpthetSm...into Conow wCUL' ahr L3, m 2 3 -314"LG.;3116"A Extedor Cap+318"Air9 ace+3118"A Extedar Ca 4,5 8,7 1-4 oddRnrAets Alcfe•Topa otmewirMbw. :G.NGNOTES:. (82). .. ....th-gh 1XBucketnD into CenmetelCMU=eFreN 3;eplion 3 P P P °A°=ANNEALED 'BCanoga Remus•Top 4 314"LG.:3/18"T Exterior Cap+318'A(r Space+3116"T Exterior Cop 4,5 8,7 'r-TEMPERED ,,..Imo Metel-eheet3,opflon4 Bal EgcrsfLle, Bquere/Reca; .:•Jnha 2Xt4AmtllFrx¢a'BUdtrhip-eMd 3,W5an1 Equsl-Lea_` 1:4: Odtl/PwNev Atch Tap& Tr"oug8 me0ame..,.Into-Conctele'CMU.-sheet a,'-opdm 2' b'.Cb1W0e ReQUo-Top c,14w':triox..........lhraUgn.}XB�katriD Mtn Cn—IcICMU-Sheet 3.W:lon3. TABLE 2:ALLOWABLE ANCHORS THROUGH THEFRA&1E ....Into Hetet-sheet8,opff.4 Min.EdgeMEmbedmenIn, "MIN.OF 3 THREADS Through the ....Into 2XWood Freme uckstdp-cheat 4,options DistanceGroup Anchor Substrata BEYOND THE METAL Equ.4Ut., 9quwe7Rect.,"t""' In...... lot.Metal-eheet4,option? t' SUBSTRATE.FOR JChennat P.T.Soul Pina S -. I 318° 1-a OrieUPror9x ArcA•Tap 8 #10 MS MNEFu�5 KSI& P1) &COlege Radius-Tap Through thefrarne...Jnto 2X Wood I'mro/Buckeldp-sheet 4,option Sleet,A36' 318° 0.050° MIN.Fy=33 KSV. of the window..••....Into Mefm-sheet 4,oplm5 (steel,0 S.S,S. Steel Stud,A653 GG 33' 310" 0.0451"(18 Oa.) 7hmugh me ....Into 2X Wood Frenw/BucksU(p-.heat 4,option 5 Of 410 S.S.) 'UNGROUTEDOMU' Equa4Lite, 8lpinre/fte0l,�grol�•-_,•. Into Motel-Sheet 4..9.7 A Aluminum,6083-TS• 3IB° 0.060' Integlol Fin P.T.Southern Pine SG=0.55 7118 1318 VALUES MAY BE ) 1-4 OtleIlProNan ANch•Topa Throu the a.one....Into 2XWaad FremdBuckstdp-.hunt 4,oWonB ( ) USED FOR GROUTED 8 College Radlue-Tap gh 3118'steel Ullrecwn Concrete(onto.285 kap 1" 7318' CMU APPUCATONS. of the window......„-Into Maul•ehect4,op6on8 Urglrou[ed'LLUU_�'ASIN.I IC3�. 72-t!E" 1-1F!' #12 SMS P.T.Soulhem Pine(SG=0.85) 9116" 1-vir FIGURE A:FRAME CONFIGURATIONS FIGURE 8:FRAME TYPES B (steel 78.8 S.S. Steel,A36' 318° 0.050' w4T05.S.j Steelf6(udW053Gr..33' BM' ,'0104519(18xga.9' AItuNBum,8083-75• 316- "0.063' Ifl 114'Steel llRrecon ZROW(n*L 265 ksl) 7". .1314° .�2, `✓ -, C Ungtouted CMU,{ASTM C-90) 2-12' 1-114° - - 114"steel Creteflex Concrete(min.3.35 ksi 1' 13/4° // BOX OR 114'steel Ultracon Concrete(min.2.85 ksp 2-112° 1,V4'— P� � Fuuae EGLEEG 114'steel Ultrecon P.T.So hem Pine 50=0.55) 1" 1-78' EQUAL-LITE ORIEL COTTAGE 114'steal Creteflex C.M.I.(min.3.35 k.l) 2-11r 1-14" .. D 1/4'steel Crelefex Ungmuted CMU,(ASTM C-90) 2.112' 1-114' FIGURE C:FRAME SHAPES P.T.S.Uthem Pine 6(i=0.55) 1" 1318 v{BUCK WIDTH {BUCK WIDTHI��iBUCKWIDTHI-- 1l4'steelAggre-Geta Concrete(min.3.275 kap 1-1YY 114°steel Agrye•Wlw P.T.Southern Pina SG=0.651 3 �jr GlwCB3) ded Ch1U,(ASTTA . 2 i~ :o: 5[ 'w iJCHANNEL INTEGRAL i -_ j k FIN '� t3 so TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FlFr RECTANGIRAR RADIU970P AR(2ITUP- Mm,Edge Min. WINOOWSHAPES AS ABOVE OR SWILARAREAPPROVED SHAPES MAY PRO➢UtT1DN'b a. Group Anchor Substrate Be USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as pINNaN Nlihla.Vl 'aria OlslanW F4nbodmenC Dvild'mNa� DESIGN PRESSURESAND TSB-9.ANCHORAGE FOR THAT BLOCK SIZE FROM �eg ••OQ. E 2-1lT x.131'Common Neil P.T.3oulfxlrrl Pina(SG=,55 318" 2-7118" THE TABLES ON SHEETS 89. QD�(i 2.11Y Rwhank Rooffro Nall P.T.Southem Pine(80=,65) 318" 2-7118° +" aeweed Br rata• R.wwn: .\',;,•(iii i:!%;i.. Ely P.T.9aW11em PIN(8(3=.55) 1/2' 1-IB' Miami c Pmducl CarBd .'S #10 Truashead 3MS Aluminum,6063-T5' 318' 0.050' Rr;AeaB�: Data Mvben: t (steel,1B-9.5. I✓ w4105.S. Steel Stud,Gr-33' 310° 0,0451°(1B OaJ IF _ --- _ ...Steel A36' 31B° 0.050' iMIH OF3 READSBEYOD P-T_SaAMmTllra:(5T3-,;is), �1tr - t aJe' THE METAL �C• /� 1$ _GLASSfANCHORSTRAME OPTIONS .1ROSOWSKI 912 SMS AMmImIm,6063,75• 318° 0.063 SUBSTRATE.FOR 6 i 1 (steel,18.8 S.B. Steel S1> �. 3!8' 0.050• 57EELSIDS, 'j 1070 TECHNOLOGY DRIVE 71ne Natc w4lossa ) xBN. rw3ICSia w FL M75`Bled; S}NGLEMUNGNNDOWANSTALLATION-NI 05H5/15 ASB' - '3:B" -;8:180" :.b1M.Fy 33'R51.� _ - .(g+T)-iW-1EDL1 senen/Madee SrSie sheat 'eroebp'Na Rer, �:c»aNMelE(;P:E. cERr.OFANNL,i292gs - SH-5400 NTS- 20F12 NID-SH54 M1 A P.E4.ata5 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES --- ---"' --"--.__."" ""` --"'• INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX QPTIOS'I -••----�^i- EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU, SUCKSTRIP INTO CONCRETVCMU, SEE NOTE 2,THIS SHEET. {,�____ EMBEOMEM ANCHOREOTHROUGH -- ..--- EMBEDMENT t FRAMEINTO2XWGOD _ �_ [ .)s--174•MAXSN@k p,1g}. u4•MAx9HtM-i ;••t- -" FRAME OR BUCKSTRP - -�--- - 1'' '7 It ti f"\\ SEE NOTE 2,THIS SHEET. ` `CC--'? EMBEDMENT fy`._ "� - 16 L4ffYADTH �_'y17 -- EDGE ED'E -DISTANCE FLANGE 1E _ _ _ .,' DISTANCESHOVIN I I Yr I T L iH'M.4X I 1WITH SASH -" TYP.A.'VCHOft'-. - SHtm M.ANCHOR BEGMENTYFe.AND WITH SASH {�" ( [ TYPE,_ 2 TYP.ANCHOR TYPE, EMSEDME EDGE + �.. WEIGHT \�`0 AND EDGE `•-i EMSEDMENTAND EDGE DISTANCE PER JJ - \: 31' '-DISTANCE PER ��. M DISTANCE PER SUBSTRATE. .-_ _ SEETASLS2,SHEET2. SUBSTRATE, •� _ .• EDGE .SUBSTRATE, SEE TABLE 2,SHEET 2. EXTERIOR DISTANCE SEETABLE2, •1 SHEET 2. _ ,D V 4 20,IOPT SASH TOP LIGHT-BIBLE _ VISIBLE --�JLIFTRA2 FLANGE!{ f� LIGHT WIDTH EQUAL LIGHT 'HE,OHT :FORAfLWWD9%P*: NO?ES_ 5HOVWFRAM4 F''�-.-..... BUCKWIDTH--.--__. _.._�FRAME lANwOR!— ( 49 , �_�/�';'�21 FROOMEENDM',DA SUBSTRATEUAPPROPRIATE lifl1 4�ICbliITA SEC-i'iO.N aria-d :SHowN _!; Lf77QL ANCHORS Lk4TE00N 7ASLE2, SIVEEF2'FDLLOW EMBID@'iENTAND '� YT RUMPS: DADE APPROVED/p,OLUON.fBCGOMPUIANT MUMINUMOTEEL FRAMWOOR STEEL STUD. 101 ADO ADOMONAL INSTAL ATION OPTION sH{Y _MAYBE VERTICAL_OR HOR+20NTAL.SEES GVRATEFROPERTlE9'TADL£S.SHEET;2 y''\\ 45 46'42 \SCREW5�16 BE UASED ON ANY SME OFTHE;MAY --/—a..._. . {3 FROM EHD. WINDOW. o FUME W0T1 114"MAX \l R_oTTOM lPCK3: SHIM diOOR Rt2 S7EEl HEIGHT 5O ADD ADDITIONAL USED INTO WOODASPER TABLE2, -SELF-DRILLING-- �-SHIM SHIM BUCK FROM ENM83B' THAN I-11AVL THICKAR TOBLESS _ _ SMS(OS},SEE 98 \%• FROM END. CONSIDERED IICKARETOBE ( - TABLE 2, ` SASH CONSIDERED I%INSTALLATIONS.IX SHEET 2. E9ER[O3 14SIBLE�.,. WOOD BUCKS ARE DIRECTLY IF .� LIGHT UNITINSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS _ yy OR=ED AS 2X ARE IAWTHICK OPT_ B5 J-_ ,5 USE.EITHER ORGRFATER.IX AND 2X BUCKS -1 65 .LATCHOIT {Yu'HE44'Usm)SWAAarmERCC4m, (2)i'�81 �30- 64 BOTTOM LOCK TD PROPERLY TRANSFER LOADS TO FLANGE - _ _ EOUXt , INTERIOR 31 / TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LECLAL WEEP �/ .LOCA BEtB' QES.'Cit4 Atfl IKSTAIUTlON ISTHE SHOYIN FRAtAE KOTCHESAT C "- FROM SASH 00, RE.SPON9EACUY.OETHEENG01£F3L EACH ENO.I �'." `' OFFARCHRECTOFRECORD, - • S90Jdl: rJf - , .. ,R. 3j VISIBLE LIGHT WIDTH OR HEIGHT. �6 `\.. -_ 6B INSTALLATION - INSTALfATION M D Q J OPENING) REFERRED U AS DAYLIGHT - 67 OPENING Is MEASURED FROM OP'CION 4 - OPTION 4 _ BEADING TO BEADING. ANCHOREDTHROUGH ANCHORED7HROUGH Bm7d p}G NevWLM.oP,oHdf EOUA4LEGBOX _ -IT'I -114'M SHIM FRAME INTO METAL FRAME INTO METAL AawpW.FRAME 6H �j--r..- __.._--++� Bryir Dme niP�SD By •L,••� Ravteed Sy: e: Rev9brz: CHORS WkEpHaE REQUIRED IN VISIBLE LIGHT FORMULAS R'1'°°er °°i' � Kr u P�e�1 2B�FR� 3B FLANGE OR EEHD., EQUAL-LEO ACH WiDT11 .FRAMESN.LS lMSh4H:BUCK WIDTH-&,n' ® Oeecng0on;FLNs.»8y+ FMDV%-. LKIiAVTK-4.314 .'. -..,r.,l,r� RANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT LEOUAL•LYfE, 1070 TECHNOLOGY DRIVE DNe: Ona: Y.ERnCp'L S CNXOf�7 BSB BuaiSelcxrn-3,8116 a.. :,.:, N.VENICE FL 3427s SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 -A:L'YHNtr111dir.6SM 42t •scam; p:o.xy ph Rem tL— PEiKsl&5 tfRT..OF AU4,. 2A2BB 'SN5400 N3'S 3'OF 1? #v1D-SH5�30-01. A. )'NST TION DETAILS FOR INTEGRAL_ _ FIN$J-CHANNEL FRAMES_ INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMSEOMENT 2XW000 FRAME OR BUCKSTRIP.SEE INTO 2XWOOD FRAME OR I..-EDGE DISTANCE ANCHORED THROUGH INTEGRAL I*EMBEOMEAIT'+ --+ NOTE 2.THIS SHEET. BUCKSTRIP.SEE NOTE 2.THIS SHEET. FIN INTO 2XWOODFRAMEOR --.__ ---- O1l4•MA%SHIM 1N'MAXSNIM BUCK-STRIP.SEE NOTE 2,THIS `-"'�/�EDGE DISTANCE 5 (j6 SHEET, Y r M.AHCIR7RTYPE, `� _ _ SASHASIBLE (17 J-0HANNEL - + EMBEDMENT AND EDGE I _ - 18 LIGHT WIDTH - FRAME -- DISTANCE PER SUBSTRATE, SHOWN 1 - - SEE TABLE 2,SHEE7I -- L._J .(SCREW SHOWN) 44 BALAtiCE T EMBEDMENT, rn----- - FTYPE VARIES -" - - f - .__ '+-tr4•MAx sHLL1 1 '42 WITHEASH C7;� TYP.ANCHORTYPE, DISTANCE ? WEIGHT 54 30 - EMBEDMENT AND EDGE L_ /� (31 DISTANCE PER SUBSTRATE. _ f/�I —"-'"-'..... _ SEE TABLE 3,SHEET 2. 1& (NAIL SHOWN) ________ EXTERIOR -87 TYP.ANCHORTYPE, fl INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE V _____ FIN DISTANCE PER SUBSTRATE, FIXED 1F! 20. OPT.SASH TOP �I LXED VIIDTH 3 -FRAME SEE TABLE 3,-2. .4CHANNELO SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FNAME 1 FJC4LIGHI NOTES: SHOWN HEIGHT ! � _. EgH ALL WINDOWS: 1111 Y ANCHORO W557 BUCK WIotH-- 1- 49 C� 21 CENTER. e)vs WHEY -HORIZONTAL.SECTION C-C 22 FONDIO ANORS LISTED OSUBSTRATE-APPROPRIATE RWITABLES 283. 73- _ fv D. -' rSVER D D LIMITS. M I&STELL FRAMING OR STEEL STUD. IIP_.�/SH�NIMC7` . , U ANDEGE DISTANCE- .ANYE1� 2 INSTALLATION OPTION MAY 1CLOO '4547 SCREWS ol"V ' DOH ANYSIDOF THE FROMEND. WINDOW. BUCK FOR WINDOWILINU BOTTOM LOCKS: 0100R#12STEEL HEIGHT SO a O 10 ADO ADDITIONAL 2)MASONRYANCHORSMAYBE SELF-ORILLWG.-_. SHIM SCREWS®&=- USED INTO WOOD AS PER TABLE 2, SMS(OB),SEE r_ 85 0 ,�--- FROM END. SHEET 2.ALL WOOD BUCKS LESS ('�=- TABLES 283, D 30' THAN 1.I/2'THICKARE TO BE SHEET2. SASH CONSIDERED 1X INSTALLATIONS. .E? ETtiOR VISIBLE 1X WOOD SUCKSARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO c� HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTEDAS 2X ARE 1-in•THICK OPT. SB L I 18 OR LACK(9IOM 3) OR GREATER.iX AND 2K BUCKS -_ B$ LOCKITESTESDNR CMENNSEL>J.SHALLSEDESIGVED FlNIRNONR! C1)R BT 30- TOE STRUCTURE BUCK _ J INTERIOR C1 LOCATION;8 GIB` TOT HE STRUCTURE.WOOD BUCK - .. FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION ISTHE IN-FIELD NOTCHES AT . r! GN OF THE ENGINEER fNTE(aTLALFHV r7. EAC/I.ENO k -L' NO'/tiCFTORS' OR'AEbCHr iT OERECOAD, FRNUE.SROWN C - REQUIRED W FRM.1E - Wil. 7 ` J SttS IF ANCHORING 3)VISIBLFLIGHr WiDTHORHEIGHT 1_WMtLATfOW EXTERroR', IN.QTALLATIQN �P.MucFRF.VIs80 THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT -OPT(ONN77 OPTIONR aaa OPENING)19 MEASURED FROM emM C' "Wdro FNCW ANCHORED THROUGH FRAME INTO Dmld' Coda 1/4'MAX BEADING TO BEADING. ANCHORED THROUGH °m 1(0.0 (4,a]Q INTEGRAOFINW METAL INTEGRAL FIN4iANGE REMOVED Awapanw taai� FRAME SHOWN SHIM INTEGRAL FIN INTO METAL ( 7 nn _ f3tPirel/On Dole .µ.ZQ 1„ .._.•,e/;: RaHaod�•: Oats aaWebn: 1 2TX123•WEEPHOLE `��•r: 308 W/COVER®2A7• _ ..-..-__ -_ T Mianti Ploduq Cmnmi��i) FROM EACH ENO. - � � 1}�' VISIBLE LIGHT FORMULAS Rawea W. rota,• a.d.ron: TYP.ANCHOR TYPE _ ` EDGE DISTANCE WIDTH 'L`T/:�!; Or0a0 EMBEDMENTANDEDGE _��- _—_ yy '- DISTANCE PER SUBSTRATE, - --_ 1 ®SASH:BUCK WIDTH-&1n• a paarlptlare SEETABLES,BREET.2:- dE3�1, _ @FLYEDLIS£BUC%WDTH-437 _ �.,•,I;�� .: J-CF.JANNEL&INTEGRAL FIN FRAMES J ROSOWSKI '(SCREW SHOWN) - ••!t'= HEIGHT FgUN LITEa, --/.;- 1070 TECHNOLOGY DRIVE 1R/a: roto: INSTALLATION OPTION VERTICAL SECTION D-DeucKHElGriiri-3.1s/1c N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Alx}10REn TMROUGHIIdaeGtw. ir. (64111-4Bo-T6Co. saries{.eadd 'srok 1'7O' D,adap N7.: 'INT027TWODOFRAMEORBUCK- ACYNNMQ.LEK P'E -' STAMP,SEE NOTE 4 THISSNIEET. aEase7as :CERT:ar:Alml.;,zerss' SFi-5400 NTS .'4:DF:12 TUIDSH540Q-01 A "MOM -NO^'{ 3N•NOM. �_ _.�-{ 3I4•NOM. �- �'I 3!4•NOM �+- 1/8'A GLASS--------- 1/8".T GLASS----—--- 3/16"A GLASS I 3/18"T GLASS---L---- i 1/2"AIRSPACE— 12'AIR SPACE 3/8"AIR SPACE-- - 316"AIRSPACE 1/8"A GLASS 1/8"T GLASS--- 3116"A GLASS- 3116'T GLASS GIEYTERIOR a 113---- ram GLASS TYPE 1 GLASS TYPE 2 GLASS-TYPE 3 GLASS TYPE 4 >r 1/1'NOM.CLAS9 7579 I ---r SITE TYP. 73 - 7} E%TEMOR 31 p, 30 rSi�UCTI(EVISSO plyingaig:.toFla7Ja emlamgwu. naepmw Tb lCe•O . ':I. M min NVOaI TYP.GLAZING DETAIL (� GLAZING.DETAILS J ROSOWSKI 1070 TECHNOLOGY ERNE nu., ootr. 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F11y�R Ile � xs.AR--sa RdA 4�zxa n-_ dA �s o r w `�', �O, o 19 go a t— w Q - nF LU ED a - - - ----------ja -- - - .......... a: 5 f q�y U y 9 b « «;w All dq anxw.oN ^�:n «i« «a• nNa. ... P, IA-1 .......... � o a � « s ¢ pup l'4 vArmav a:.�w w_p C SR449 q4_��? 944a�u?S4,9z-R�s��MMsE M N i=y�:n� 3?9?� ? L: 3 w5 pF`^$$a$E jp� xx3 Mail3!! itI Al qq o 0 a -R, ..-"MOD' 3,5001 3.5003.000' -��--.062' .062• A62- .082• 1483' 1Aar ' IA83' 1.483' .070"-►� y/ JU X7/5 71`... � . G, �- t I u -Lf __ �-J`2 _ � `__ .625" 7' �1 bCItDNNELFRn1dE '� FLANOEFRAME �\FiN'FRAME.. EDUAL,LEG.FRAME., 23) HT SA SH �- 7.375' l'.�HEAD/JAMB [.. OHEADIJAMO 1.376 `,/HEAD1JANdi OHEADMAN'®.. UGNFORC C�REINFORCEl1ENT 3.461 -..___ 070•�I-- _-_--{{ 7.107 �- ---3.ae3•�.-_.►I 3.-081_.-_.--I ___.._. 3A83'-___� 1 7rt 0701 ---IF .oez• 5 --�11�.0ez• ----Ih-mr IInII I t.03c t.otrI'(�1rr�n -O--.O6r -�- _L U=-�-.1301 VJ 2.A4A' vvv 2.444• 1n�2.444' 1.331 r- -►{ 1.340' 2AW SfR1JDhG . MEETING RAL 27 IJD NFORNR9'LiAT --� �- OREINFORCEMENT OREINFORCFJNEN7 j-- -" '--J�-L :u 6.'J ��•� :61'FLANGE ..'.T;3 .7 FINTRAME 8,EAIJAI.'l.£G -7- -•1.3 FRAME StII �IFRAME SILLSO.I FRAME SILL 1 II If-1.87r-►I 1.651'-� 1.630' . 12tS Ir-�. 1.376' I��.{-. 1 IIS- 21001 -�� 2.176' t.47Y 1.565' 13F8' t_A71' .34A IL23� I ��._ .035' .OW .356 .7___..07 .OfiD .07P .58P T '1 ('�1tow 1 (('' .r`/aw' o74.MEEA-NORM, 4!;/.SA3ti RAID 1T. BEVELED G[p �� CVER. J'SCREYT. LIFT—RM INTERLOCK MINT OCK COVER C��INL%Fr RAIL �TER�ELACI4� `ill COVER I7101AILTREVISED mngityiutl wilA dk Flarlda RNId7n0 Cu na,e�mnw N41- ri 4. x4. 6J: Dol.: rre.ml�: N20 .316^ `FS- I-'-' a0PRexsee ay: Dol.•.035• -�{tt'� .025' -4 O.acxp0orc Drum Ba' EXTRUDED. `�,ROLIED I _ �• ;s'(�b :.,,.: MDOW.EXT.RUSIONS -J ROSOWSKI �7G'DFAD "B7:SCR[EN t71ANE SCREEN FRAteE ••'r- . . 1070 N.VENICEOFL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 '••.�'.:;;r'::,.yl,' (841)-46o-t6� smt� -sn�c 0-bg!e. swm4awd:Stto.; A trYNNIdRiER�b1=.` .rta sa70s eERr:•0r ANRI...szs28 :31-1-5400- :NCS, 1 D'DF 12 :MD=SI95400=01 A I TABLE g TABLE S.CONT_ SILICONE HOT-MELT BUM Bill of Material Bill of Material,cont STRUCTURAL SILICONE # Pad# Descrlplion Material 9 Pert# Description Material STRUCTURAL t/4..NDM FOAM 3118'NOM. PoLYISOBUMEN- 1 S ng a Hung Fmme Lad& - Chamta 46 20 W Auto Lack Mechanism to WITH 2 620102 'Single Hung Frame Head&Jambs-Flange PVC 46 72018889 Sweep Lock Cast 4. WITH DESICCANT DESICCANT 3 6201A3 SaXO--taxt0 Frame.Heed&Jzmba-Fin, PVC 42 72018558 Auto Lack Cover AoseemtnbltL -C-17aoc t](1.GLASS F�OI.GLASS 4 820104 SiVe Frame Head'SUambs=EquedtagBmr PVC' 48, 7®(113CPTX x 1.118"Ph FRSDS(Auto aT d-S%TW Lack Sent • SS 5 620105 SWDH Frame Sill-JCha nel PVC 49 720200 Auto and Sweep Lock Keeper Cast am 8. Gzmu6 S[fi1DHErame3i6l-FlettgR PVC .6Q• 76,C4PPA` x.31G'PH-PM SES(K. Suerel— SS T, 62D507' SFUfR4 FmrrrrSf0-Fitt PVc! 54 420WUR,BKsladTill`Wdr CanenK'ey: PVC' v ...OYT.GLASS, -1M1 Cd.As. -6•. 620108 SHBH FmrmrSill-Equa'Law.. PVC 52 420182UR Pull Reil Tin Latch Oornar Key PVC t4 620131 Filed 111,6n Rail PVC 63 7634PHFL 18 x 314°Ph.FH SDS(Comm Key Screw) ss KODISPACE SUPER 16 6zD12s Sash Rail(Sides;Top E,Bottom) PVC 5a azDte3 rut Lean P'� ��4SG TPS 77 SPACERNXTt'r 1 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 16 620133 Sash StoplSenew CoVer PVC 66 720207 1"Till Latch Spring SS 19 62Dt56 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tih Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cmer PVC 6e 720192 Metal Tilt Latch Finger Pull Caet am *REI.N.IORCIMENT POLYISO, DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 69 420160 Phot Be,Comer Key PVC BUMENE-- 6/10NOLI22 620145 Beveled Interlock Coer PVC 60 720206 Plot Bar SS SEAL 23 6211160 Light Sash Reln(acetnent 6063 TB AI 63 720181 Sash Pull Handle Cast am BU -SILICONE SEAL DESICROLL-FORMED.25 .EEOhS2 HDSeh.Retrhnxrrtent 606378Al .64 x720104. SmhPu6.HsrWN,'d13htateh Assomgy Ct.ZmeSTAwL65S26 820153 Slendard Me eft Rail Reinrommem—" '6005 T5 AI '85 7834FPT' x314'Ph.'FH'SOS'(PWI HarWW Scree') � IXT.GLAS27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast amEXT.GLASS- +6A644 Weat sistriD,J187.x:27g"471n-P8e !67 :70EM 78x16/9•,Pt,+HSNSiTka4•'fate,Scmm .-SS 31'. 60300 aethsrstnp,.'t90i:3W"FoamBulb Fiex PVG 73 7II01% I.G.Beatl :PVC32, •61719 WezlheTstOP.:187"x.220"rPoyPNe _ 74 - Ba:kbeAd6tg,GE.77ADorQow•797 -Sdicaae S GLASS 33 SIM Weatherstrip Plug,.718'Flrceeal 711 7/CAG4 Satling Bock(718'x 1"x 11W),55+/.Echo, EPDM 35 78XIMM #8 x 11 Ph.PH SDS(Interlock Mounting Sc" 60 81012 Extruded Serecn Froma Aurn DURASEAL© XL EDGE- 36 TWTHPX 08 x 3'Ph.PH SMS(Meeting Rall Screw) 41088 01 01011 Roll-Formed Screen Frsme ANin 37 71669SP Meeting Rail Screw Support Plate 8053 T6 At 82 7CKOLB21 Screen Carrier Key for Extruded Frame PVC SPACER SPACER 38 720210 We Hole Cover PVC W61636/61614 reen Caner Key with Pull Ring PVC 40 12NOOOO( Constant Face Balance reen Carrier Key without Pull Ring PVC 41 98 x 314'Ph.FH SMS(Can.Force Balance Screw) as nsion Spring S5 42 Spiral Balance asreen Cloth Fibmglaee 43 720205 Spiral Balance Shoe Nylon 40"Screen Spline MechlnelHand Ro0ed) Vinyl 44 78X114FPAX#S x 1-1141 Ph,FH SMS(Sphal,Balance Seneu),, 4105& i Perth Description Material N rcrnnv4lt mnax,dw OeFTmk� 76 KOmrnaling 4SG TPS Spacer System Ba;laes�4c Acgga NaJ ,E /4••04- 77 Ouenax Super spacer nMwith Hirt Melt BNyI See this e,pmrwfaem ?n'10 Sheat for ' R•'1°'°srr o°u' r+whbc y 76 Ouanex Du aseal spacer ' "'. JR 05/05/16 AI ADDE06PArER$. By Materials Mymaaro.n,nca^ma-1 79 Cardinal Edge Spacer REFERENCE TEST REPORTS: TL-0717,t9M 88970 r tl Osacrlp6on: acme^fly: L( ....BILL OF.MATERIAL{8OM� J ROSOWSKI 1') io7B TECBNOLM KINE tar.: a a N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ' (941)-490-1600 Serfea/Notlee Scop: Sheaf 214 9YROIM.2400,AA.4.39.RP62,-&6842 ARCNOT•SECAD WRAAME%TRUDERCODE. ALYgr{r}naiER P.E a�qe Rn RK 2t1TEMS'N9-19,16,2�;2B,2D;34;39,01;62,�66&7R ARENOTUBFDANDARE-NOTfARTOF-T}1ISAPPROVAI. .PC.d�elil5 -c6RT.,oF:�Au1H,'$2e29e � SH=54D0 ANTS. 11-OF:12.. .MD=SI5400-D1. A OPT.SWEEP LOCK 46 � 4�OPT•AUTO LOCK _ \ 20 77 ORC58)- �Q S7 OR 52 �\ OPT.PULLRAa. r `1•. 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