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HomeMy WebLinkAboutProduct Approval *'�'21LE COP'%1 M IAM 1-DARE MIAMI-DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,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 - 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"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-S115500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,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 Acceptance number and expiration date by the Miami-Dade County Product Control Section. XIISSILE 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 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05 and consists of this page I 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. IBM NOA No. 16-0714.03 )UNTYIN e � I+;x I piration Date: July 30,2020 r45 (p Approval Date: August 18,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 05/15115, 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,Duraseal°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. 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 previous 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 Idahnis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.05) t Manuel P ez,P E. Product Control Exam' er NOA No.It 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 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. 12-1120.02 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. 4. 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 Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiating on 04/16/20. F. STATEMENTS 1. Statement letter of confortnance, 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. 15-0519.05) 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. 15-0519.05) 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. 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. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. Manuel Per , . Product Control E am er NOA No. 16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE EXAMPLE FOR �2&7/e°MA%.O.C. 214V ANCHORAGE EYAMR.E DESIGNPRESSURERATING IMPACT RATING MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(� &S1T0,1? tY MA%.FROM 54'MAIC BUCK WIDTH HEaO�FRC 304 FORALL FOR ALL FRAME SEAM y,I 30° 1YMAX. / WINDOW TYPES) LEVEL BEE SHEETS 6-7 IMPACTRESISTANT WINDOW TYPES) B.SEE // SHEET3� 52-IW MM BUCK WIDTH �D _ _ 10•MAK FROM SEE SHEETS S.SEE -_ 30-MAX.O.C.-1� 12•MAX. SHEET3f SEE T FIXED VISIBL 1 J / FRAME SEAM BHEET4_- 8&9 SHEET3 I LIGHTWIDTH T A.SEE12-MAX SHEET 3MAX.O.C.-►� �'2•MAX C.SEE T SHEET3f- Il FIXED SHEET4f ' 9PACE0Y �I / 17-70M O.C. SPACED LIGHT 17-7/8*MAX.O.C. SASEE . 17-70 ANCXOR9 PER HEIGHT �'—i- TABLES1411 ( �- EQuaU.r/ 17a1B•MAx o.c. ANCHORS PER 87.78' SPACED I}}` TABLES 0.11 Q / O / MAX AN S CED 84` BUCK TABLES&11 I' / 6Y Q I �• �- MAX �- HEIGHT MAX -I ) BUCK BUCK 1 X I I 10'MAXIO.G BUCK gSSHOY/N XF/ - 10•MAX O.C. BUCK X 7D'MAX.O.C. ( -• , HEIGHT L_I_ X (et.7e• EQUALLY IMAX O.C. EOLIALLYSASH 1�MAX O.C. EQUALLY 73-3/4'MAX O.a `—y7 MAK) SPACED Imo- SPACED / VISIBLE �_ BPA® / SEE ( / ANCHORS ANCHORS PER LIGHT ANCHORS PER I 1 I SHEETS J 1 TABLEB&11 Al TABLES&11 HEIGHT A f TABLES411 1 A 8&9 ` C - 1 I &1?MAX +6 MAX. 6 MAX OMMO B 54'MAX.BUCK WIDTH+� NOTCH DETAILS, B. NOANCHORBAT SILL EESILL EER- 8 _ NO ANC ORB AT SI D+---� i-1/4''1 BEE SILL WEEP SEE SRL WEER SASH VISIBLE SEE NOTCH DET EP �.54•MAX.=WIDTH NOTCH DETAILS, NOTCH DETAILS. BHE"' LIGHT WIDTH SHEET3 SHEET3 SHEETI ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYR FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH TH E NAIL-FIN 75•HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERALNOTES_._______1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELO('ATY HURRICANE ZONE(HVH4 ELEVATIONS__,._.__....__-_..1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE WIN THE KVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAM,GLASS&ANCHOR 3DOR MASONRYAFIPUCATIO14S IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,A51MC80 OPTIONS.-.-.---.-- CONCRETE MASONRY UNITS AND CONCRETE WITH MDL KSI PER ANCHORTYPE INSTALLATION.FLANGE& 4)ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNTT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS EQUAL LEG'/BOK._.-_3 DEPICTED AS 2X ARE 1-11lr THICK OR GREATER.IX AND ZXBUCKS(MEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADSTO THE STRUCTIIRE.WOODRUC(OESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AORF &J-CHAEL............_4 5NN )ANCHOREMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MN.EMBEDMENT.INSTALLATIONANCHORS GLAZING DETARS,_..___._.__.5 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES-..----6-7 6)1/4•MAX.SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS ANCHOR WANTMES.._.____&10 7)DESIGN PRESSURES: EXTRUSION PROFILES.___._..11 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTINGAND GLASS PER ASTM E1300. ASSEMBLY&PARTS UST___.12-1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTINGAND GLASS PER ASTM E1300. STANDARDS USED: 8)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.THE 33-W%STRESS INCREASE HAS •2014FLORIDA BUILDING CODE(FBC),6TH EDITION NOTBEENUSEDIN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT ASTM E1300419 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 'ANSVAF&PANDS-2012 FOR WOOD CONSTRUCTION ppODULTRBWS6D e)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ALUMINUM DESIGN MANUAL ADW2010 plyb&wiIHDe Fw'b 10)REFERENCES:TEST REPORTS FTL,7964&7966;ELGO ULTRACON NOA:ELCO CRETEFLEX NON ELCO AGGRE-GATOR NOA ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISWS1o0-07/S2-2010 OWMioB 11 IG-O LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS& INUM OESION MANUAL A¢oPrmm 140 (�•yf�y� i1)APPUCABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL 1+ :// ReneaC S/. 0etw Rww.' 6Ae4(M ONe 4V ' . JR 05/05/16 A)aoDEDSPacERs By USER INSTRUCTIONS: �':".•';;:',;••- TOSHEET11. Mi—I a4aNd Lawns 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. RevTeeC Dab: Q0Hs1on• 2)DETERMINE TH EMOSTSUITABLE ANCHOR GROUP FROM TABLES2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS 3)KNOWING YOURGLAZING OPTION(TABLE I),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4S.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REOUREAIFNT FORTHE WINDOW OPENING OBTAINED INSTEP I. a 1`1 I4 .•1.'_ ® GENERAL NOTES&ELEVATION ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VEJUFYTHE ANCHOR5UBS7RAlE WILL MEET REQUIREMEMS FOR ,! 6 1070 TECHNOLOGY DRIVE iba• YOUROPENINGS CONDITION FROM TABIE520R 3,ANO THAT ALL hSN.REQUIREMENTS FROMTHIS SHEEfSETARE MET. ' 51 IN AS PER SHEET 3 FOR THRU+RAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ;Lr;:P!:'; N.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 `• (941)-480-1600 D•e�PK Na Rav: NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JLCHANNEL,FLANGE, SrrbaWo p s-. — INTEGRAL FIN OR EQUAL IEM04 ,{/nYN%MfPIL�Ub.E P,E950T05 IDR.OF AunH,029296 6H-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame GI.. Desorption(Listed tram Exterior to Interior) Oa. PmteuR Type. Options Confga Shapes Installation Options that may be used Type Table# sheet# (see Fig B) (we Table 1)Ices Flg A) (sea Fig C) 5 716•Laminated I.G.:1hr A FK edor Cap+7/16•Air Space+5116'Laminated;(2)Utes of l W A Glass with.090'PVB Intedayer 4,5 6 r12 71W Lamiwted l.G.:UB'TExtedor Cap+7116•AlrSpace+6118'Laminaled;(2)Utes oflig'AGlass wM.09D'PVS Interlayer 4,6 6 ....Into 2XWood FmmelBucksaip-sheet 3,option t_ 718-Laminated l.0.:3118'A Exterior Cap+31V All Space 5116'Laminated; )Utes of 11W A Glass Ath.090'PVB mteda 4,6 6 Equal-Life, Squere/Rp& Flange Trough the fame....Into Conorete/CMU-sheet 3,option2 P (Z yer 2 5-18 O&CPmdew Amh-Top& often,....._. 71B'LeMnamd LO.:3/16'TExlerior Cap+516`Air Spaea+5116'Lamineted;(2)Utea o/1!8'AGlass wtih.WO'PVB Interlayer 4,6 6 �) BCotlaBe Radus•Top .-.-Through lXBueksWp Into Lbncrete/CMU-sheet 3,option Wir Laminated l.G.:1/6'AExtedar Cap+711V Alr Spave+611W Laminated;(2)Was of 118'H Glass wrlh.09D'SO lnledayer 7 7 ....Into Metal.shoat 3,option 7/9'Laminated 1.0.:1!9-TExtedarCap+7/16•Air Specs+5116`LarNnated;(2)Was ofllW H Glsse vdth.080`SO frWrlyer 7 7 ....Into 2XWood Frame/Buckstdp-sheet 3,ptionI Bos I Equal-lit., Squam/RecL,Through the Gama....Into ConcmtdCMU-sheat 3,option 2 718'Laminated LG.:3116'A Ext.4.1 Cap+319-Air space+5118•Laminated;(2)Utes of 118•H Glass with.09V SG let.ayer 7 7 Equal-Leg 5-18 Ori.YPnlAew Areh-Top& 718°Larelnetd l.O.:3116'TEtedorCap+618'Airspace+5116'Laminated;(2)Ules ef1/'H Gla..Win.08YSO Intedayar 7 7 (s4) &College Radius-Tpofthe wind�w..........thmugh IXBwkstdp Into Cmcmte/CMU-sheet 3,option3 718'Leminsted LG-'116•A Extedor Cap+6116'Air Space+7/16•Laminated;(2)Utes of 3116•A Glass vAth.090`SG Intedayar B 7 ....Into Metal-chest 3,option 4 7I8'Leminated LO.:1!e`T Extedar Cap+.6116'At,Space+7116'Laminated;(2)Lure ef3110'A Glass wdh.0B0'SO hdedayer B 7 Through the ....Innen 2X Wood Frame/Suekstnp.sheet 4,option 5 15 7/8`Laminated LG.:3119'A Exterlor Cup+114-Air SPaca+7/16-Laminated;R)Lles of 3/16•A Glass Win.090P SO Interlayer 7 7 y.Chpggel Equal-Ute,ISquare/Reet.,Integral to ,..,enen Mem!-sheet 4,opllon7 18 716'Laminated LG_3116'T ExledorCep+114-Air Space+7/18'Lamin.m (2)W..o/3118`A Glass With.090'SG Inledryer 7 7 (41) 5-8 O&CPCottage Re gus-TomNew Amh-Tp&p Trough the 6mre..••Into 2X Wood Frame/Bucksmp-shat 4,op9en 6 & at the Wudow..........Into Metal-shat 4,plbn 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,a.11,13 Through the ....Into 2XWood FrmneBuckstlip-shat 4,option 5 Min.Edge MIn. I&15 MAY NOT BE USED IN Integral Fn EquaHlte, Sq. L,Integral do into Metal-sheet 4,option 7 Group AncM1or substrate Distance Embedment' THEHVHZABOVE30'. 5-6 OdeVPWAM Amh-Top& ) &Cottage Radius-Top Through,me berrla""Into 2X Wood Frame/BucksMp-shat 4,option e #10 SMS P.T.Mem Pine SG=0.55) 6 13/8° otthe wuxtow.......-,.Toro MeW-sheet 4,option e Steel,A36• 318" 0.050° •MIN.OF3THREADS (steel;1841 S.S. Steal Stud,A853 Gr.37 318' 0.0451' Ga.18 Fl Or 410 S.S.) ( ) BEYOND THE METAL FIGUREA:FRAME CONFIGVRATIONS. FIGURE B:FRAME TYPES - p Aluminum,808375• 318" 0.050' SUBSTRATE,FOR 'A•=ANNEALED P.T.Southern Pine,(1513=0,55) 7116" 1318° STEEL STUDS, N=HEAT STRENGTHENED 3116"steel Uitracon Concrete min.285 its! 1" 1,3/8• MIN.Fa=45 KSI B T=TEMPERED ( ) MIN.FY�3 KSI. 6/ 2 4 RVB'=.090-BUTACITEMPVB IMITmuted CMU,(ASTM 690) 2-112" 1-1/4• fH 0 O BV KURARAYAhffRICA.WC. P.T.Southern Pine(SG=0.55) 9116° 13/8• 'UNOROUTED CMU' #12 SMS VALUES MAY BE BOX OR 511'=.ago'SENTRYGLAS® B (steel.18-8 S.S. Steel,A38' 318° 0.050• USED FOR GROUTED (//,j/ FLANGE EOVAL- INTERLAYERSYKURARAY of 410 S.S.) -Steel Stud, A 6 3 Dr.•• 35119' 0.04551"(6138 Ga.) CMU APPLICATIONS. EQUAL-LRE ORIEL 'M COTTAGE LEG AMERICA,INC. 1/4'steel Ultracon Concrete(Mm.285 its[) 1' 1314` o C Ungrouled CMU,(ASTM Clog) 2AIT 1-114• FIGURE C:FRAME SHAPES 1/4"steel CreteBex Concrete(min.3.35 k81) 1' 1314' --{BUCKWIDTH w{BUCK WIDTH ---IBUCKWIDTH{-� 1/4•steel Ultmcon Concrete(min.2.85 kap 2-1/2' 1314• -- 1!4•eta!Ultno P.T.Southern Pine(SG=0.55) 1!4°steel Creteff" Concrete(min.3.35 kel) 2-112 13113181 m / / -�- ti g Urng-,ad CMU,(ASTM Clo0) Ll Z' 1-114" i i t2 JLIIANNEL INTEGRAL D 114"steel arelelle t s T O FIN P.T.Southem Pine(SG=0.55) 1" 1318° _ w 11q steel Aggro-Gator Concrete(Min.3.275 ksp 1.1/2° 1318° / w P.T.SOIMem Pina SG=0.55 1" 318" 1!4"sled Aggretaator Grouted CMU,(AS1M 090 2" Y + ) �RECTANGIILAR �RADIUS-TOP 1 � ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH TME INLEGIWI.FIN WINDOW SHAPES AS ABOVE OR SIMILARARE APPROVED.SHAPES MAY PRODUCPREVI.SED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING camplylv0 withtlm F'1otJo Mm.Edge Min. DESIGN PRESSURES AND ANCHORAGE FORTHAT BLOCK SIZE FROM Vuildny Cab Group Mchor Substrate A«epwanN.16.07/4.Q3 Ditlance Em THE TABLES ON SHEETS&10. E 2-112 x.131'Common Nag P.T.Southern Pia(SG=.55) 3/8' 2-7118° ;:; ��.;, L„'r1�!� w.roed W. Data: tle4ebm BY 2-112'Ring-shank Rooing Nail P.T.Southern Pme,(511=.55) -3/8' 2-7/18° M:ait Ao'ast P.T.Southern Pure(SG=.55) 1IY 13/8° :\:c v'..�'..:�. wound Pry: pots: Reble.; //� #to Trusshead SMS Ahamnum,600375• 318° 0.05a, V (elan,188 S.S. Steel Stud,Or.33' 318° 0.0451•(18 Ga.) cr4118. ) 'MPJ.OF F Steel,AW We. 0.oso' - `; CI G IK;'6 ; 'c GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pine(SG-.55) 9718° 1318' 711E METAL �,; 1070 TECHNOLOGY DRIVE m1e: oma: #12SMS Aluminum,8083-T5' 3/8' 6.1183' SUBSTRATE.FOR N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (et eel,18-83.5. Slee!Stud,Gr.33' 318' 0.050• STEEL STUDS, : (941)-480-1600 or410 S.S.) MIN.Fu=45 K518 •.);)?5;-'�:"` Sertao/Nodaa scale: SAveC Dr.va9 Na Rvr. stal,las 3e 0.050' MIN.Fy33KSt. A.LY79NfQAER)�.E. CERT OFAUIH 129296 SH-5500 NTS 20F13 MD-SH5500-01 A P.EA lie7a5 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATIONANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE(CMU. BUCKSTRIP INTO CONCRETErMU. OPTION 1 EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2%WOOD 114'MAX SHIM FRAMED BUCKSTRIP. T 16 1!4'MAXSHIM—►I SEE NOTE 2,THIS SHEET. EMBEDMENT } C0 18 18 uS�WIoTM L� 17 I EDGE _ n EDGE FLANGE FRAME �� DISTANCE Q rU'I DISTANCE SHOWN TT�� 44 BALANCE u �+/4•MAX TYPE VARIES TYP.ANCHOR SHIM 7YP.ANCHOR TYPE,AND 42 WITH SASH o TYPE. EMBEDMENTDGE WEIGHT 54 EMBEDMENT TVP.ANCHORTYPE, 30 AND EDGE 2 EMBEDMENTAND EDGE DISTANCE PER �� 31 EDGE DISTANCE PER DISTANCE 2,EHEEER STRATE, SUBSTRATE. T'1 . SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EM�TE'I7RIOR 87 4 �� DISTANCESSEE TABLE 2. HEET2. •� 111, 1 VISIBLE FIXED18 20�OPT.SASH TOP FLANG LIGHT WIDTH EQUAL VISIBLELIGHT LIFT RAIL FRAME I 2 _ILEGIBOX HEIGHT FORALLWINDGWS: NOTES: SHOWN 1 BUCKWIDTII FRAME t ANCHOR@35S HORIZONTAL SECTION A-A snowN L_ 4g 48 21 FROM ENGENTE.D AND AT 1)USE ONLY SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT ANDFBC 72 OVERDDWIDE: OAOE APPROVED LOR HO IZO IAL.SEE SUBSTRATE PROPS FRAMINGLE STEEL STUD. 0 SADD CREWS @16-Z EDGE STALLADISTANCE LIMITS.ANY MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET2 SCREWS®163/8' INSTALLATION OPRON SHOWN MAY 1q 45 48 47 O FND. BE USED ONANYSIDEOFTHE 35 OWIWINDOW. o FOR W7NDOW5 WITH 114•MAX BOTTOM LOCKS: SHIM #1D OR#12STEEtiHOWN BUCK 50 O 18 AD AODmONAL 2)MASONRV ANCHORS MAV BE SELF-DRILLING HEIGHT SCREWS®BNAL US ED INTO WOODAS PERTABLE2, EMS(r5).SEE86 _� FROM END. SHEET2.ALLHICODBUCKSLESSTABLE230THAN D72•THIL ARE NSTALL TI SHEET2.SASH CONSIDERED iX INSTALLATIONS.1%E%TERIOR VISIBLE WOOD BUCKB ARE OPTONAL IF LIGHT UNR IS INSTALLEDDIREOTLYTO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OPT. 86 JUSE EITHER OR GREATER.1X AND ZX BUCKSLATCH OR (WHEN USED)SHALL BE DESIGNED(2)1' 81 30 8564 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE INTERIOR NOTCHESAT 60 FROM SASH END. RESPONSIBNTYOUNIT THE STRLICTURF-{FTHEENGNEER OD BUCK FRAME LEGIMOX WEEP LOCATION:6,518' DESIGN AND INSTALLATION IS THE BROWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 31VISIBLELIGHTW13THORHEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION V OPTION PRODUCTRBVISBD 67 OPENING)IS MEASURED FROM mi Plljag NiW#roFhd� EQUAL-LEG/BOX � ANCHORED ANCHORED THROUGH �1!4'MAXSHIM BEADING TO BEADING. FRAMEINTO METAL FRAME INTO METAL BNWmAMCad FRAME BROWN oBgpiralion Oola / 0 .{•,1If Ill qrr Rsw.,ee By. Dare: Revklon: � 2r%12V i ..........f,,l��%, MW Da Pm4vYCw NO AN WEEPMOLE F' ReWsetl By. Dara ReWlon: W/ODVER® REGUIRED IN VISIBLE LIGHT FORMULAS ICO FROM 39 - F1'ANGEOR 2.Sr FROM EQUAL-LEG WIDTH FRAME SILLS QS—ASH:BUCK WIDTH-612• ® UeacrfPUan: O1°'^�° @FD(ED LITE:BUCK WIDTH-aNre' FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI � r. . : ... Gl.:.:. HEIGHT(EOUAL{1TE1 ''� 1070 TECHNOLOGY DRIVE iub: Dab: VERTICAL SECTION 13-13BUCKHEIGNT2.3.1616 ;).'; N.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ..�••...:.��'.. (941)-980-1600 sm./Notlal Scvle: SMe6 OrarN9 Na. Rx. 'A,v bM%%RjP�. CERT.OF AU1H.829296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A p.¢.k'SeYEs INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �—EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+-EMBEDMENTNOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEEP. FN INTO2X WOOD FRAME ORO 1/4'MA%SHIM 1/4'MAX SHIM SUCK.STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMEMAND EDGE LIGHTWIDTH FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2 -� (SCREWSHOWN) O 44 BALANCE EMBEDMENT M TYPE VARIES T �O L1/'MAX SHIM 42 WITH SASH 1 o EMBEDTYRANCHORTYPE, DISTANCE ^ WEIGHT 30 EMBEDMEM AN UaSTR /� 31 DISTANCE PER SUBSTRATE, Q SEE TABLE SHEET 2 EXTERIOR TYP.ANCHORTYPE, 18 (NAILSHOWN) �n /�o 87 INTEGRAL EMBEDMEMANDEDGE 19 / FU(ED VISIBLE 3 p FSE SEE TABCE PER LE 3 SHEU�� FD(ED 20 OPT.SASH TOP LID T..TH VISIBLE LIFT RAIL FJ-CREEL 1$ HOKN (NAD.SHOWN) uGHT HEIGHT 1 FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR®abs BUCK WIDTH ae I 48 FROM END AND AT 1)USEHORIZONTAL SECTION C-C 21 CENTER 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 7211 OVER 3C WIDE: OF SHEET 2 FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 AND EDGE DISTANCE LIMITS.ANY U4-MAX pCREWSTIONAL SHIM� MAY BE VERTICAL OR HORI20MAL SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 45 48 47 SCREWS®18.31&' INSTABEES LATIONUSED ANY PTION SHOWN MAY 14 O FROM ORWi NO. BENDED ON ANY SIDE OF THE FOR WNDOWS WRH WINDOW. BUCK BOTTOM LOCKS: DIDORi12STEEL MAx HEIGHT 60 O 1B ADD ADDTRONAL 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2 SMS(G5,S SHIM SCREWS®8.318' BMS(GS2 SEE 85 90 -� FROM END. SHEET 2.ALL ICK ARE DOBE TABLES Er 2. SASH CCONS[EEREDIXNSTALTLATIONS. SHEEf2 D EXTERIOR VISIBLE 1x WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLYTO HEIGHT BOTTOMSUBSTRATE.WOOD BUCKS 86 LAT (SHOWN) DEPICTED AS 2X ARE 1.1(1'THICK OPT. 18 LOCK BOTTOM OR GREATERIX AND 2X BUCKS 65 TESTED UNIT 3). (WHFNUSED)SHALLBE DESIGNED TESTED NIT C.� FLAFIN NGE RE OR (2)I` B1 30 85 TO PROPERLYTRANSFER LOADS � FLANGE REMOVED INTERIOR 31 FROM SAS E8' TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OFTHEENGINEER INTEGRALFIN EACH END. NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN o I RSILLS EOUF ANCHORING 3) EXTERIOR INSTALLATION 7 REQUIRED IN NFRRME VISIBLEG LIMWIOTHORHEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION8 MODUCTRBV)$BD I/4-MAX OPENING)ISMEASUREDFROM ANCHOREDTHROUGH ANCHORED THROUGH FRAME INTO METAL FRAME S ® Mrlae wlme.irtdam AMES LFINHOWN ❑ SHIM BEADING TO BEADBEADING. Ovilain9 Cele INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) A � RnGlan: -p Q c Revtm4 By: Gate: ! 27•x12swEEPnoLEC:rIH„:1,L�'',. D OWICOVER @,2.87' r FROM EACHENo. VISIBLE LIGHT FORMULAS R,vfes , De1� �'”" Miwnl eael+aaaa TYP.ANCHOR TYPE, , EMBED MEM AND EDGE EDGE DISTANCE WIDTH '..`.`: .: DISTANCE PER SUBSTRATE, ®SASH:BUCK WIDTH-&1? - /�A, N ® D�ea:lAOon: Unm�: SEE TABLE 3,SHEET 7 �y EMBEDMENT ®FIXED LITE:BUCK WIDTH-4W/8` ;: �6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI 4 (SCREW SHOWN) e+ ll' MEIGM(EOUAL-LTTE) "�i) 1070 TECHNOLOGY ORNE BGb: DaM1: INSTALLATION OPTION VERTICAL SECTION D-D BUCK HEIGHT2.3-15116. N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ", -,I,��,•' (941)-400-1600 SeHeodeL• 'N m/e: Stut "I" No. Rvr. INTO2X WOOD FRAME OR BUCK- ''/ti'LkHU MAL6R;AP, STRIP.SEE NOTE 2,THIS SHEEr. P.E,BeTos CERT.OF AURI./29298 SH-5500 NTS 40F 13 MD -01 A 7A1•NOM. +{ 7AT' 'N 'NOM 7R'NOM I� 5/16"A/A PVB 5116"A/A PVB I I 5116AIA PVB I 5/16"AIA PVB I 5116°H1H SG 7116"AIR SPACE 7/16°AIR SPACE 318'AIR SPACE 3/0'AIR SPACE 7116'AIR SPACE 118"A GLASS 1/8•T GLASS 3116•A GLASS 3/16'T GLASS 1/8'A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR ]a]B ]aT8 Tal9 R 78 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 +� 711P NO 7AP N718•NOM. 7AP NOM. I•�- 5/16"HUH SG I 5116"H1H SG I I 5/16'HUH SG I 7/16"AIA SG I 7116'AlA SG 7116•AIR SPACE 318•AIR SPACE 3/8'AIR SPACE 5/16•AIRSPACE 5/18'AIR SPACE- 1/8"T GLASS 3116'A GLASS 3/16°T GLASS 118'A GLASS 1/8'T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR ]aT9 ]6]0 ]aTB TaT9 aT9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 +{ T/d'NOM. +{ 7A7'NOM 7/18'AIASG I 7/i6'AIA SG 1?NOK GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4'AIRSPACE 78-79 BITE TYP. '16 MAY NOT BE USED 3116'A GLASS 3116"T GLASS fl V]ITHJ-HI NELOR 72 74 INTEGRAL FIN FRAMES <D—RIDR aEXTERIOR GLASS TYPES 6,7 9,11.13 31 B 15 MAY NOT BE USED IN EXTERIOR 76 THEHWHZABOVE30•. PRODUCt REVISED mplyine xi Ih INe Ptrslda G7 GLASS TYPE 15 GLASS TYPE 16 ndia�u,Qe ATce�,aNP o .03 38 3O .\\\I\11111111///' ReWaaQ BY: Gala: B�q�y�; Byi l-�1 0 � T1�•I,.•••..,f,(:.� Mian'DnQa PToduet Ll— rl:�y•....:, RevLeO 6i' Dab: Rmfeton: • 1• "� .GLAZINGNOTES: "A7:ANNEALED ANNEALED Ry. Dex+fADa'R Onam 8Y: TYP.GLAZING DETAIL -H-=HEArsTRENOTHENEo GLAZING DETAILS J ROSOWSKI T=TEMPEAED ppf` 'PVB•=..PEACRE-P,yBBYKURARAYANERICA,INC. 6.I,{ I 1070 TECHNOIDO't d2NE Tlue: Oofa SG'-.090'SENTRYGLAS°•BYKURARAYAMERICA,IN0. :'!•�-- N.VEMM FL 3{274 G.;,;.•.: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS.SEE TABLE I.SHEET2. (941)-180-1600 SMen/Yod't ..mom 9ubl• DTaaBq Na. Rer. CTAT.OF AURI.P28296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A MEY69]oe TABLE 4: TABLE 5: TABLES: owryo. 0tl5i"�d' INeI Pmeve,WelRe �oryle. oesbn Preewn,6elllt a Ia.uWlmB.ola, son RA9a � or.ryp. Design PtHsure,@slRr aaTse wxL L.wl la-p.QYpYw w�.Ml 6TAe +ASIA HeW eTw, ro.e p_. 4tr5 •85A7-70.0 IUIN.Lagl EO.r0. 119-1 •aS0 -mD •W.0 in0 R.IOLL.w1 M Fa.OxfieowerW.leo msMuenrDSP 1aatT-fS40 Ma •O8A -T RO Fu.B-4HwvW wsaaaw SEE TABLE B,SHEETS FOR m at-Weq-lm tt9Tr-ttS-P •mDo -mn •mo -ro5 SEE TABLE I0,SHEET9 FOR ANCHOR GROUP AND QUANTITY. Ta.f xn51T-ame.mo -mD wsD 400 ANCHOR GROUP AND QUANTITY. 6.W.Ye2n0.p m®-IIS -roA •a5n -Ta0 4.43 EPet0. 1T-mDBr •650 •roD •m.o aoo BWMR.Jw 115n-n.51e•� •TOp • o HAn-uale•m .ran •nn ➢W n.nt-xlnt .nu -Tm .mn -mo o-Lmaa. —M II5n-mne.a5o -mD u5.a -mo o HEADER � .ep, ssasolw1w----Bfs,TTTB+NeeIfwYemY-m-w-W eea-aa,Yva.aCraFlssemsbIbfaalllo-mlDme.+,.rywwwBB..e xmmtmO+nt1t+nauTlfLL.da]a5amsaaa5nnmnTytnn11nTT1I----------•-waSmemnHntntf2aunf99Dsaaem5n5t1tf+lfleeeTeeelel ••.••.••.••maeaea8Bm6WS5as55Laaao0aa000O ---a-...••.-.-rommromrom]rom7ro0.mmAADDD0DDnn0 ..••.•.••.ro..wWanma6fmomeam¢S5aaslws DaDD9aae0oo SH SASH n0.0aB00ooo0 I:%I�EAA0R 23 HEADER Ewamnmmo MEEINGRIL vn-mIME-N. NSAS 28 POEM 23 EIInmate JAMB m — — JAMB IAnatma HT HT Eq. 23 m0 SILL — m nxea.sf o-. msnn--noa.aslel•.mm o -m.a .e5n -Tno we+ol n.eee-nolo .mo - .mn de.s Qv5m6b 11011•Ia51B •850 •AD •e50 dT9 a.cmem nan-m91e •eso -m.o .m.o ano eoowe assn-mala.sso -roD .a5n ano m OOBmabe u5n-msla.m SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH eam.rYelw mb1T-aTa+o•¢o -mn w5o .rao LEVEL R1 REINFORCEMENT&GLASS TYPES 5.6,7&8 m51T-Tea a.aao -m.s .mo ar9 LEVEL R2 REINFORCEMENT&GLASS TYPES 5.6.7&8 (REINFORCEMENTS SHOWN WFIGURESABOVE mate.msm•Bas .roD •ESA dye (REPIFORCEMENTS SHOWN W FIGURESABOVE APPLYTO ALL FRAME TYPES& [.�. Sasn-nAu w5o .Ton •mn ino APPLY TO ALL FRAME TYPES& CONFIGURATIONS) w assn-m a •ato -mn ,m CONFIGURATIONS) Sword R-t.. 4.Bfe.a3Ate .ne.a .TnB •m.0 dns PRODUCTRSVISED eLro Twf aLaR .aso a day Bomppie915'i1hlm Fwd. SEE TABLE i0,SHEET S FOR ANCHOR GROUP ANO QUANTITY, OWlding(w, •'MIN.SASH HEIGHT-WINDOW BUCK HEIGHT-50.138 ABrcpbnm Na� •��� }1:` tr;T•- ReNaed BY: Oa N: RaNeran: C�lu + Da1e Dy .••!•.. ReNaW Ov1a: Mimed ...d 1 eY Redtl-n: NOTES: �� - ® peWpBam Omen eY• 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN 6 IN�Ib DESIGN PRESSURE TABLE J ROSOWSKI :,�4 1070 TECHNOLOGY DRIVE TWe: Ovb: 2)FRAME DIMENSIONS ARE BUCK.SASH H EIGHT IS AS PER THE FIGURE. N.VENICEFL 74275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHTDIMENSION SHOWN •.+. (941)-480-1800 ON THE TABLE. '/���'�.": 1 �` Serle+//JedeC Sralc SAee1: OTaeM9 No. Rrv: a�g CERT.OF AUTH.J29298 SH-5500 NTS 6 OF 13 MDSH5500-01 A TABLE T. BLE 8• w;mspe facn<amxp� Aas1iW. Desien Pm.eOm,memi ie uv De�rtSm r%2160 anlfay9 OeelBnPmeunmeRt' IeM1a t,rn R•�Be9 WAm. mm.w + wro.0wnn.•. www lanes 5 fil�l6bwn pm10 5217! 60 HaONOnom ]I ew++o• •roa-170.0•mo�1 as Eaaaa6. m0.o.)0 41D.o.7 o•210.1216.N.. ta61T,1E.m0•m0.-110.0•l0A 41.+ro9 A 4210 Iw Cm10. 11.61)313%0 • 0:M•70o-110.0•RO•110.0•T0.o•11o..]O.D-f •x0.0-110.0•n.-110.0•210-1160 ID 6 EWA6i4 11.sm-N.s10• 1160.210-1121•210-1 m %0EOII10. 1121]-11110 • 4110•m -640-i-0•10.0-1160•7ol-110.0 BimtlmePvl•e 1 •210.1121.RO-tlm•]o-1121•210-Hoo of-opl- 1 -11621 •2113 NO.o•rao-1f..•] o•Ioo."..•)0.0-110.0•r - nm--A•r HEADER W17-. •210•1140•210 4140 Tme1 -7-mN0 • -1140.RO 1 -nao•Ro-It..Hao•+ 0•1+21•R ioeeaiae oo 21%0.6621• D 1140 4 0•RO•1 L¢amOoelo. m%B-6610 -1121•21.0-]+0.0•RO-110.0.210-11110 HQO-110.0•10.0-1160 N 410.0 Nm A40 25 msm 6 Eo- 1Td 1.-•roDo 40.0•210-nm•mD m.L6 E,o- 0•RO•nao•) O•Row N0.0 A .160-0¢0 a•17sm•21.0 41.•]m•1121•210-Hen q 0.Itmao nmfDOP10En msb-11611 •210-"..•210 4160•R 410.0•R •110.0-4 •RD-11o. - 0 61vIv� •210.1wD.210-1140•210-1 W.0•R 8511 •me-n 0•mD-1 0 640-17¢0•mo•1 21561-6 X11 . 0 am •RO Ane•210 An 21621-]1D11 •rao-1160•210-itnD-0-610•rao-nno•RO-1 0•RO A DOim Sa. m511•Dam•mo-1fOD 210-11.0•210-1 ]o.1121 09010900 man-21621 •loo 4160•21.0"nno+RO-1160•rao Alae Nm-ltD.O Hao-1121•210 410.0•721 A1o. O O MEETINGRAIL -.-..CWy. 6611-21621 •RO-1166•RO 4 m•21.0 410.0 +auac0C0oe• 21511-male •210 414o•210 4 o Hao-1160.m.o-nno.760-110.0 M EpeAe m!1).Daw +mIt-1100.•RO•1160•Ro-1121•210 41o. M E-41. -x611 Hao-1100.•rao-nno-0-110.0•210-1140•Tae-110.0•R P7 6tantlNRa]r� 1 .im-1 0•RO-1121+R m•210-Ito. %.900 PtWew 1).51)-21610 NQO-1b.o•21.0-ttm•10.0-610•?to-1160•?0.o-I1D.0•210 4110•210-110.0•70.0 410.0 Curbm B¢s tllti•Ira16•RO 1121 RD-1121.210•1121•RO-1121 CmOma t0.%?-6810 •210•110.0 Nao-1121•]o.-110.0•]0.0•tt0.0•70.13"110.0 210-170.0.)AO-101.m.D-1100. 6h0•n 1116-K6m•m0..ItOA•rot-1140•RO-f%A•21.0-1010 RM.. ttm-clam •)0.0-110.0•)0.0-nno MO-1140•210-1to0 Nao-110.0 0 4160-MO•17).0•160-010 m.lm.OaAl1 •m➢-Im➢+210 iW N40.210•21.0 % TWeI ]Lm]-1621! •T Ano.)170•tR0•1.-110.0.210-1100•210-nao•2113 aao•210 ASO •rao a0.. � 6ivE•tOCeoq. 2156.01621•RO- o Hm•1+o.•RO a .waol nsn-imt • 0•Tao-nao•T 0•1160 170.0-nu•?0.0-nao•210-nao•?0.0-1160•]m-Ifo. JAMB E@90. msn-21%0+RO-Iw0•210-1160 N¢0.11.•210 4121 EDOan. 21611-mate Nao 401•210-nao•m0-nao•RO Am.210-1717. 210......•210-nae t0nEA1Yi SASH e lun•mAlo•m0..121 no-1160•140•640•210.1121 a t1m1W Pm1m 110.6.21310 •210-60.0.70.0-nao•210-1160+ran-1160 1760 4210---•T0.o-nao H60 Amo 116+}-1TA1B•RO 4-.RO-nno•Im-nae•210 lloo 000218¢. fasn-este - 0-nno•R Nno-1160•210 Am•RO-nao•210-nno•210-nno HEIGHT m9on6Q. ."'•Hate•ren-+w0..Ro-nno nao.1121.rao.11oo a •210-nno•rao-nae Nao Alto•me-1110•mo Amo•mo•110.0•mo-nno•>nD-uno SECTION DETAIL FOR S sQan nm-11021•roa.1wa•ma-nao•mD-nm.mo 4+21 �smmn +1.21-16611 •--uao•--nao nao-uno Nno-naa•?no-nno•mo-nao•m.o-++0.D•mo-1160 WINDOWS WITH 6]IDe-N.6N•210 dxio RO 0.¢a•RO 0.10•RO AA E- TW.1 N9eglam •Tal.1210•]60.-"Oo•210 4121 0-1140.210 640 MO 41 i1 RfE o.•rao•1210.rao-nao 3 mon-mxor•rao-nno 1760-uno 1760-nno Amo -n60.0-0f 0.0•r0.0-60.0 LEVEL R3 REINFORCEMENT 256017-mem .mD.1210.mD 4121.mo o+roo"naa � .W�..D. aha-xmfe R13 uao•rao-naa�.7O.D A1n0•rao•naa•m.o-nno.rno-1210 nD.o-uao no.D mo.D g GLASS TYPES 9-16 •mD 410.0.ro.13-t+D.D Hao.nao•mo 2160 o9eme¢. x0.611-rime •]40-110.6•lm-110.0•Tae-1160•ia0-1160 nao 4160•210-114D nD.O•nO.D•RO•1160 ILL •210•1100.•21.0-f+m•rot•110.0+210.1160 0.oID %-p- 11.6+1-21!21 -m-1110•rao 4160•700-110.0 ma•11x0•rao-110.0•ren 0.00.•ID.O•114D.ro.0-1140 (REINFORCEMENTS SHOWN IN B.".•ren •m0.-1121•l¢0-1140+210-1160 C ootsm l%)-1)310 •10.0aoNao-1166.210-110.0•]OA"110.0•T 0•1..-110.0•?0.0-11x0 N0.0-+10.0 FIGURES ABOVE APPLYTO A•mo nao•110-110.0 Hen-1160•210-ao•]40-1210•r D-nao n D-11o.D FLANGE B BOXIEQUAIdEG •Ro-nm N ma-1+o. aurt•1 11,21-tum •T0.o-tt4D•ma 11- ren-n4D R13•na13•m.D-Imo•R13-111D•010 411D•RD-1140 FRAME TYPES ONLY.ALL N61i-.tae • +Ro-+xi0 Tme1 0.m)-1160 •i0.o-no.0•rao•n 0.0•me 4160•no-110.0•rao Amo•210-ita0•210-170.0•Ino-LOST fANFIGURATIONS APPLICABLE.) •mo-naa nao-txi0•210-1160]0.%i-%0.10 •AA 4+21•RO 11.•rot-110.0 RO-1.1 EwaOv21517-]1110• o-nao•l o•210 4-•o 0 A>A.?0.0.rim•ren-1140--1 u0P.a1.0 aoll M.• 0 •RO •r roe-Ilao+210-Ixi0 -110.0•RO"110.0•RO 1]-6621•210 4+OD•m0.-1121•ren•1 o-Iw0 e2 ooll 611 nao Oma•roe-t 0-uao•]0.o-110.0 Nao-nao.210 I -o 1766-male•mo•um•2113-116.13.mD•1 0.Ro-two n.6n•21ms Nao-nD.o nao 4160•ren-vnD m -nno•m Hno11-paw. 10➢-1121•RO•Imo•RO-nao Cao meQ. 8.21.110.10 Hno-uno•210-110.0•]0.o-1160•mo•nao•m turns•R .)0.01121-tufa •rno HDA ro.0 tt... r0. HAD-wal.r¢.0.a 1 I•R0 •210 GIASS TYPES9THRWGH Hen•-t0.%e• w0.•210-+ •T4a-It..•210 4110 6021.1 f1.ee-13010 •mD AO.o•x0.0-110.0•R •mD 0.v tat •mDnao aao '16MAY NOTSEUSEDWfrH ]0.611-nae -110.o NOD-t 0 Nao Axi0.r 0•n. •R0 an J.CHANNEL OR INTEGRAL •m0.-rim no.-1140•m Oom . 11.0•210 410.0.1.-1-nao•1121 Nao-11x0•i FW FRAMES EwAW 11-Sale•rao-1140•R41 -1 - W0 . --oo10 •RO-1160•R •RO 4+0.0•]0.o 41.13•m 0 Hno-1160•100. •210 650 m 02111.3610•r0.0-110.0•RO-+ •f0A 1 mAmOQ. 3161}-)5610 Nao-110.0•]0.0-1 0 nao-"o.N0.0-ltoo•m -+late•21.0 •]40x66 NOD-1 •m➢4121•210 4160•210 410.0 •?170-1160.RO •mD-17-to •mD-I m.roD-+ 0•RDA •210-rim C0-.o. msn-21616 N0.0-nao•R D-mA•2113.fm.•m •mo .210mai.• .rim• 4tm.210•1160•RO-110.0 %ro0vn 21510-mate•RI-1121•] -110.0•R D•Tao aat •210 ASI•210 6x1•210 •21.0 621 m• 4121 60.0 4160 EOaam. •110.0 Nao-60.0•210- 1160 Nm Ate•RO •r.0 21,• 2104160•10.0-tIQO 01 09660¢. 3%)-21310•1170-110.0 Hao-1140 Nao-LIa•RO•01 0 0•210•110.0 nno 4160 vOPr41w ]2821-]3310 •TOA-H.0 N0.0•110.D•]0.o-Lze•210 ar0 Nno Axa •RO .RO0.10PROOUCTRSVISm m•210-1140•m Otm .e•1 •Ro-1160•TAD-110.0 N0.0•tOt ar0•210 a ant • • o%piyl➢e wimme FL]eida SEE TABLE 11•SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. rno AHD Lii idi,Cale(�O •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIC A�Pinav NO O .•.{11111/;; R.Wl"BY: DOIw Revbwn: ]+rat Daln � Y "• r r4;ou1)0dv PtOdaG ,•�•'F^;� �.�.�. RMa.d BY 00tc RVM]lm.• NOTES: RT. OvaaipS%e arovn By: 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. �- DESIGN PRESSURE TABLE J ROSOWSKI : ..,:� 61y�16 1070 TECHNOLOGY DRIVE TIO% Ovfe: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE N.VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3 FOR SIZES NOT SHOWN. UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN V�..]:;:•�'.�'�.`•`.•. (841)-480-1800 :'.:" Serfm/Y0d06 SeOi: SOeaG• 0n.dnp Na R1r: DNTHE TABLE. •T/'r.YNGeALLkJ�a:e` CERT.OF AUTH.X28286 SH-5500 NTS 7 OF 13 MD-S`6500-01 A P!B.b50TD3 • ag0000000g0000000000000000g©©©gog00000ggg000000©©000 ���ggogg000s00000000000000aosogog0000g000000a000000000 oaogoagggag000ggagggoogoogogogosoossoaoogssgsoogooa .. �Dm0000gggg000goggsgogoo©gogg©©©©©sgggsg©©©©©©©000©goo m©ggillmoaa©©©©©©©©o©DDD©©©©©gaagg©©gg©aoaa©aa0�a0 o�aaagaagggogggggaagggaagagg©gagagaggagaaaaaaaa0agaa0 ©©©©©gggggaaggag000ggggaggggg©gaaagg©©©©00aaaa©aga0 DD�JOaagaagggagggg©aogggaggaDDDgogoggggggaaaggaga00g000 •�©©a00000©0000000000©000000000000aoa000©000000aaoo©o 'Doa�oa0000g000©0000000googoaggassasg000gs00000000000000 ��moa000000000aoa000000s00000s000000sooa000a000aooaaaa ' �©000©©©o©aaa0000000000000a0000000000000g0000000a000 D�Ja0aga0000000©osg000sos000ssg0000000g0000gos0000©000 ��amaaeoaaoo©ao©s©000aoaoaoa©oaoo©aooaaoaoaoaaaaaoaoaaa ��m0000gog0000000000googggoogogggogog000g00000000000go m©oos©os000000000000000000000000a00000000aa000000aoo �aosgoagggagggggsaggososagssaggogoasggoaogssgsoog000 �D�oos00000g000000000a0000a000sos0000000g00000g0000000 �000gaog0000gooasaososssoogosoos0000ss00000s000a0000 mgggsg©000©©g0000g000g©©©gg©©©gigsggogg©®gs©©gggg©©© 0�g000g000000000g0000ggg000000000a0000000aaooaoa000ao o�oaagoaogga000gs000g000000gg0000g0000000000000000000 �D�0000ao©000aoosg0000000000000000000000000000©0000000 �oaosoos0000000000ggogoaasoasg0000s0000a000000000000 �0m aaaaoaa0000a000aoaoaaa0000000aaoaaooaoa000aoaaoa000 �©000000ss00000a0000000000aosos0000000gog00000a00000 os�a0000aoogagoggggosg0000aogogoggggoog000a0000g000aoo ���0000000000aaaaoa0000aooa00000aoaaooaoaoaoaaoaa00000 �©osogogog0000000aoa000©0000©0000000000000a00000a000 os�oaeoaaooso©os000aog000aao©aooaa0000000a0000aooaaaoa msg000000s00000000sssossgog000s0000000aoa00000000000 �Qlggggggggggagoogg©gaggggaogogogoao©a©ogoga0oggggaag0 �aosgaogoaassggggogssgggaggaoagog0000000000gggoa0000 m00000000s00000googsoggoogoog000000000googoogggooggo �� aggggggggaaagggg©gaggggaa®gggggaggggggggaGaaaa© III a 0000aa000asoog000goog0000googooa00000 osooggggg©ggggoogogoogssgog000000noo �� 0000gogog0000000a0000g000a000000googgggogggg0000000000gggg00000000g0000000000aoo CCU 'MN�s000s000g000©osog0000©©000s0000aaoo©000saoa00000000.. 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M�0000000000000000000000000000000000000000vo000000000. _ o0o0ve00000000000000000000000000000000000mo00000000 BO000000000000eoo0oo0000000000000000000000000000000000. m000o00000000000000000000000000000000000000000000000. ° mo000o000000000000000o00v0o0000000000000000000000000 - 9���1�0��9��0��0�����8���0�800�1��8�����0�0���00�89= �ooa©00000�- - 350L�0 3.600' 3500' 3.500 -►JI►-.061- �r-.06r �I+.062' -�r--.067 �v 1 1.184' D ,.483• � � ,.4e3- � 1.4er � 1ABT .o7s—yf--- r- �^I —�{ 1.185 II _.y"�.._.,50• '82S HEAIANNEL FRAME .625 FLANGE FRAME OFIN FRAME OHEADNAMB OREINFORCEMENTSREINFORCEMENT -F- 1.3 OXEADIJAMB r Ox HEAD/JAMB is 3 READ/JAN03 4 EQUAL LEG FRAME TI 3.4BY 1 070 1.187 1+- 3.483'—►I 3.483' 3.481 ' -rll►-.087 070' --IFS— .oar —SII-�.fist O p —4—.oer .ler t.o3s 1.oar IfI1I� ill T 1 L .130• o �l 2 o 2 244r .444• o 4 1.331• F— .� ,.348' 1 �� I ��2444' 28 STANDARD HO MEETING RAIL REINFORCEMENT c 1 o REBIFORCEMENT .825 J CNANNIL .625 FLANGE 1'3 O SRL RAMS O EQUAL LEG SILL T ,3'S O FRAME SILL. r O8 FRAME B81 1.841--1 1216' 1.378' 2'100- 2170 1.472' 1585' .OBS' I .065' ILLI�fll�r—. I .eT4• .59 .471' �r .355'1630 .070 .050 J .--►I 1231' 1.000 14 lElELED MEETING ,8 SASHRAO. ell �Rl� 18 SCREW COSASHP17 ,9 LIFTRAIL. OINTERLOCK COVER 21 BEVELED O INTERLOCK COVER PRODUCT REVISED a 4ng all w41h M Y""'d14 A16.0 ! n -.No 4•q3 E.Pimtion.Dale aoZo :�,, ,f7; RaNma By. Dafs Rarielon: B o• .310 1 .300' ��(?;.........,.a//�Vii. Mvuvi u4 PmCutl :\ R .1]5 eNaeJ Bp. Oafs RaNelon: OaxrlPOan: Dfa�n Br. aEXTRUDED OROLLED 6 �yl�y WINDOW EXTRUSIONS J ROSOWSKI BEADING 91 SCREEN FRAM SCREEN FRAME ''r�f' 1070 TE CF Fl. DRIVE I..: Dob: N. N.vEtnrE FL 3ax7s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (9411-480-,B 0 ^J,41. sen/doaar soma sbac ,•„�Lm'�1 �'PR' CERT.OF Am.829288 SH-5500 NTS 11 OF 13 MD SH5500-01 R A P.E9f3705 TABLE 12 TABLE 12,CONT.: SILICONE HOT-MELT BUM BIII of Material TABLE or Material,cont STRUCTURAL # part Description Material # Part# Descriptioni!4°NOM. F Material STRUCTURAL SILICONEFOAAMM 3H6 NON. LYISTYLE 1 010 Single ung Frame a am - e P C 4 720 97 Auto POOBUN Look Mechanism C Steel WITHDESICCANT WfTFi 2 620102 Single Hung Frame Head 8 Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zinc DESICCANT 3 620103 Single Hung Fmme Head 8 Jambe-Fin PVC 47 72019586 Auto Look Corer Assembly Cast Zirc F)R.GLASS EXT.GLASS 4 820104 Single Hung Frame Head 8 Jambe-Equal LeglBox PVC 48 76XI18OPTX#6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 820105 SHIDH Forme Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SHIDH Frame SIO-Flange PVC 50 76X34PPA #ex314'PHPHSDS Keeper5crew) SS 7 620107 SHIDH Forme BIII-Fin PVC 51 420181 LIR Beveled Till Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SWOH Frame Sill-Equal Leg/Box PVC 52 420182 LIR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4'Ph.FH BOB(Comer Key Screen SS KODISPACE SUPER 18 620129 Sash Rail(Sides,Tap 8 Bottom) PVC 54 420183 Tilt Latch PVC IB 4SG TPS SPACER@ NXTI" 17 820134 Balance Cover PVC 55 420184 Tilt Latch Relainer PVC 18 620133 Sash Stap/ScneW Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall haerlock 6005 TS AI 57 420166 Plastic Tilt Latch Finger PUII PVC ALUMINUM 20 620144 PINI Rail hdedock Cover PVC 68 720192 Metal Tdt Latch Finger Pull Cast zinc *REI'NITOR.C'1MENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled interlock 6005 T5 At 59 420180 Phot Bar Comer Key PVC BUTYS�ENE 22 620145 BeveledInterlock Cover PVC 60 720206 Phot Bar SS BUTSILICONE SEAL 23 620760 UgM Sash Relnfalcemenl 6063TBAI 63 720191 Sash Puli Heddle Dest Zinc DESICROLL-FORMED25 620162 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zine FAINLESSSTEEL28 620153 Standard MeeOng Rel[Reinforcement 6005 T5 AI 65 78UFPT #8 x 314'Ph.FH SDS(Pull Handle Screw) SS DR.GLAS620154 HD Meeting Rall Reinforcement 6005 T5 AI 66 420188 Bolt=Latch Strike Plate Cest ZincEXT.GLA6S30 61644 Weatherstrip,.187"x.270'Fin Pile 67 7858B #8 x 518'Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190'x.300'Foam Bulb Flex PVC 72 720135 Lanni LG.Bead PVC 32 61719 Weatherstrip,.1871 x.220'PolyPae 74 Backbeddhlg,GE 7700 or DoN791 5iliconeSS INT.GLASS 33 61825 Weathersm Plug,.220'Flnseal 75 71646N Selling Block(7/8"x 1"x 1l6),85+1-6 dum. EPDM 35 7aXIMTTT 98 x 1"Ph.PH SDS(Interlock Mounting Screw) Bo 61012 Extruded Screen Frame Alum Ie DURASEAL® is XL EDGE"' 36 78x3IHPX #e x 3°Ph.PH SMS(Meeting Rail Screen 410 55 81 61011 R.II.Formed Screen Frame Alum SPACER 0 SPACER 37 716B9SP Mee1Ng Rall Screw Support Plate 6063 T6 AI 62 7CKGLB21 Screen Comer Key for Extruded Forme X4 PVC 38 720210 Weep Hole Caver PVC B3 47042 Screen Comer Key With Pull Ring X2 PVC 40 720X%)00( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 88 81818048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 316351616141.14V Screen Spine MaehlnaJHand Rolled) Vinyl 44 7OX114FPAX#8 x 1-1/4'PR FH Slots(,gplml Balance Screw) 410 SS Part# Description Material 76 Kommer ing 4SG TPS Spacer system PRODUCTREWSED 77 Quanex Super Spacer nXr with Hot Melt Butyl See this w c.mplyws,,hha rt eA, Sheet for nWl4m¢c.a.16-0714.. 78 Quanex Dumseal SpacernaoPusu rte 03 79 Cardinal XL Materials Edge Spacer ,;vv • r. R.rbed o.e.: REFERENCETEST REPORTS:FT487 7,898888970 ''/rs:-,s- JR 05/05/16 ARF ��SPACFRS a .'.\•.�,'I hu'"mi de Product Reeled By: Cafe: Revf.bn: '•,C( 6 (y6 .`;:: BILL OF MATERIAL(BOM) J ROSOWSKI i;:•.., - 1070 TECHNOLOGY DRIVE n0.: mea: NOTES ;;;;:::;•'; N.vEwcE FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 ,..1,..%•`� (941)-480-1600 Sedee�.°ed11.• Scale: 91.6E rxa m9 Na. R.r: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES. BE LABELED FOR AAMA WRUDER CODE i�'rh�yN ¢QI.I:EA.1P.E 2)RENS#&13,16,24,28,29,34,39,61.62,68-71 a 73ARE NOT USED AND ARE NOT PART OF THIS APPROVAL P.asarlxi CERT.of Aunt.pze2se SH-5500 NTS 120E 13 MD-SH 5500-01 A S OPT.SWEEP LOCK p 46 98 OPT.AUTOLOCK zD (@OR fit OR OR 66 46 S1 � � O ` t 55 I ?I 45 O � � OPT.PULL RAIL ' 22B2 ORO 78 INTERLOCK 8 COVER p o O 87 •o I ...:::lll i 86 1 I OPT. i i •\�`! INTBEVERLOCK MITERED FRAME WITH 21&COV �\ INTERIOR AND EXTERIOR 16 i •'p flCOVER FRAME WELDS B 18 , ```•. ` T2 X4 i 54 72 X4 7853 S0 \ \ 80.118 i 14CE \ , P�51pewN!--_.._—.,\ � �•�•\ � SCREEN 49 60 OPT.PULL HANDLE ASSEMBLY ( 84 W rN uTCI1 DETAILS 41 40 CONSTANT FORCE ! \ 76 O 83 Q OR BALANCE �\, OPT.PULL 40 RO 42 43 SPIRAL BALANCE HANDLE 16 F MITERED FRAME WITH �� SASH INTERIOR AND EXTERIOR MBLY FRAME WELDS ERI ASSE se 36 DETAILS \�;;\ EXTERIOR � � 63 38 ` 59 ` PRODUCTwilVLSED 5 \.�... �. A7TACHES TO 83 aml.MN m W FLnle.•, naoP�i.CL•ro)6-o L4.03 .�• � _ EzpuAuion Date FRAME \ \` .i```•: R. .ee,,: Tkt¢ Rer6b6 B. ASSEMBLY ®' \� _ ' �•' ++.. m4=Rea,m DETAILS �\ ��•,,.�(• •. �J R.�r..aey: D.ex Rawer: .+c. ExrEruoR IY��6 _ EXPLODED ASSEMBLY J ROSOWSKI NOTES: \ t � „i. /it;,`.• • 1070 TECHNOLOGY DRIVE TNc Lkez 1)SOME PARTSIOPTIONS NOTSHOWN ON DRAWING FOR CLARITY. •. /.itt`.?`;. N.VENICE,FL 54275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)JGLANNEL FRAME SHOWN.PMTS 4165.OTHER FRAME TYPES APPLY. ;;. �it.1 (941)-480-1800 5e f../Na4e1: Smla: 1'13 Mom.mg Nu Re.: 4)USE EITHER SASCEH Top LOCKSTYPOR SASH BOTTOM ins 87 ����A L^')"M'LLFR'PE cERr.OF AvnL p29298 SH-5500 NTS 13 OF 13 'MD -01 I A P ED 68765