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Notice of Acceptance (3)
REVIEWED FOr CODE COMPLIA���.( ; PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0519.05) 2. Drawing No. NW-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. (Submitted under NOA No. 17-0630.05) 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,Duraseale spacer system, Super Spacer®NXTrM spacer system and XL Edg&m 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 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. FT1,7966, dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) Manuel Perez,P.E. Product Control Es in r NOA No.20- 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coNTWUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51h 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. 15-0519.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources'(RER). E. MATERIAL CERTIFICATIONS 1. 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 FBC 51 Edition(2014)and FBC 61 Edition(2017),dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0630.05 2. Statement letter of no financial interest,dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0630.05 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under NOA No. 16-0714.03) 4. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E., Supervisor,Product Control Se (Submitted under NOA No. 15-0519.05) Manuel Perez,P.E. Product Control ExapxMW NOA No.20-0 01.03 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED) 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 expiring on 07/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13,dated 05/15/15,with revision C dated 03/10/20,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FT1-20-2107.2,PGT CA740 Alum.Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20,all signed and sealed by Idalmis Ortega,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014),dated 05/15/15, 08/29/17 and updated on 03/10/20 to the new FBC 7th Edition (2020),prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Perez,P.E. Product Control Exa n r NOA No.20- 01.03 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED(coNnNuED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas0 XtraTM(SGXTm)Clear Glass Interlayer"dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15,issued to ENERGI Fenestration Solutions USA,Inc.,for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors,approved on 01/17/19, expiring on 04/16/20. 5. Notice of Acceptance No. 18-1217.16,issued to ENERGI Fenestration Solutions USA,Inc.,for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors,approved on 01/17/19,expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition(2017)and the FBC 7th Edition(2020),dated March 10,2020,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated March 10,2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section,dated January 10, 2020,signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.05,issued to PGT Industries,Inc. for their Series "SH-5500"PVC Single Hung Window-L.M.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Perez,P.E. Product Control Ex n r - NOA No.20- 01.03 Expiration Date: Jnly30, 5 Approval Date:July 23,2020 E-4 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE.FOR 28-118-MAX.O.C. 21618" RADIUS-TOP ".MAX.BUCK WIDTH HEADERFORAR(SIM MAX.O.C. VARIES PER REINFORCEMENT lAROE,&SMALL MISSILE HEADER(SIM. '12"MAX.FROM HEADER(SIM,FORALL LEVEL,SEE SHEETS S•7 IMPACT RESISTANT 30• 12"MAX. WINDOW TYPE FOR ALL FRAME SEAM / S) WINDOW TYPES) B,SEE 4— MAX.O.C. // SHEETS / 104 MAX.FROM 92.110"MAX•.SEE SBUCK HEETS 1.1/4" A,SEE 12"MAX. / FRAME SEAM B.SEE�,__, 30"MAX.O.C. SHEET FDCED VISIBLE 0,SEE -_, B&9 SHEET 3 �� 12"MAX' LIGHT WIDTH —� --�— �1 SHEET 4 C.SEE SHEET 3 t2"MAX. S EFT 3'11 8,SEE 90"MAX.O.C. 12"MAX. SHEET 4 VISIBLE / / PCED / LIGHT 17.71 MAX.O.C. SHEET3 / 12 EQUALLY 17-7/6"MAX.O.C. ANCHORSPER SPACED / /HEIGHT EQUALLY ANCHORS PER — Q / TABLES 9-11 O / _�• / 17-7/8°MAX,O.C, / TABLES 9.11 91.78" SPACED MAX. ANCHORS PER 84" _ 84" BUCK TABLE59-N / B2" Q BUCK HEIGHT MA X• HEIGHT x 10"MAX.O.C. K 10"MAX.O.C. rIW4 .C. BUCK AS SHOWN 4 HEIGHT X 4 X 4 HEIGHT x Q (91,78• MAX.) EQUALLY —� 1�MAX,O.C. EQUALLY SASH 13-3/4'MAX.O.C. EQUALLY / X.O.C. TSPACED � SPACED VISIBLE �_ SPACED SEE TANCHORS PER ANCHORSPER LIGHT ANCHORS PER SHEETS JJTABLES9.11 A 1 'TABLES 9-11 HEIGHTATABLESS-11 6&9qNOTCHOETALS, 16.1/Z'MAX . NO ANCHORS AT SILL } NOANCHORSATSILL - UANCHOR5 AT 61LL 6 — SEESILLWEEP• B� • SEE GILL WEEP- D--- 1`1/4' —�{ SEE SILLWEEP• 54'MAX.BUCK WIDTH -►j SASH VISIBLE NOTCH OETAIL9, 64"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEETS LIGHT WIDTH SHEETS SHEET3 SHEET4 ELEVATION FOR TYP,EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 78"HEIGHT SEE TABLE 54.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER FORO��CONFI�RATIONS! 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES................................._............1 2)SHUTTERS AR. E NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHY,THE OUTBOARD LITE(CAP)MUST TEMPERED, ELEVATIONS.......................................... 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MWMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, TNS...'."'"'"••'1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER,ANCHOR TYPE - FRAME,GLASS F ANCHOR QUAL LS......,,X..,,.3 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT is INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE L EQUAL CHANNEL..4 DEPICTED AS2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN 8 J-CHANNEL..4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, EOR OR GLAZING DETAILSES...........................................6 (EOR) ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES......................:...::...............8.7 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL SE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES.........................................8.10 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,OFTRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST.................................12 7)DESIGN PRESSURES; """"•""""""•"' A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM MGM r 2020 FLORIDA BUILDING CODE(FEC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)THE ANCHORAGE METHODS.SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN.ASTM E13CD.09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED.FOR THE EVALUATION OF ANCHOR$INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER .ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION PRODUCT REVISED DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADM-2015 as compiying with the Florida 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BYTHEALTTHORITY HAVING JURISDICTION. .AISI S100-16 Bulldinp Codi 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;DEWALT ULTRACON+NONELCOIDEWALT CRETEFLEX NOA;ELCOIOEWALTAGGRE-GATOR NOA;ENERGI W WDOWAND •AISC 360.16 NOA-No. 20-0401.03 DOOR PROFILES;LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; Ex Irotion Data 7/30/2025 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM'DESIGN MANUAL �� /� Rpyisfan 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �� 01aY-LYNNq�'�% C)UPDATED TO FBC 2020, By: USER INSTRUCTIONS: •' �'';lam REVISED ANCHOR TYPE TABLE. wham Dada Product- trol 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 4't ''.� s AK-03110/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _ No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN _ ormm W. PRESSURE FROM TABLES 4-6.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW =-O 1/ 1070 TECHNOLOGY DRNE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. �/l ioyENIOE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATEWILL MEET REQUIREMENTS FOR ��Q'•, S TEOF� .'••��� N. Data YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN,REQUIREMENTS FROM THIS SHEET-SET ARE MET, ' 'n p �/` (941)•480.16000' 5)INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4FOR INTEGRAL FIN INSTALLATION, '��'s•'••S,oRio,�•••'G`�' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTE;DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAMETYPES(J•CHANNEL,FLANGE, AL�N�� SedmlMoaw.• Sala sn..r Dr-Ing Na rsm: INTEGRAL FIN OR EQUALLEGIBOX). A: N MILILIi,P.E SH-5500 NTS 1 1 OF 13 MD-SH5500-01 C P.EN 56705 REGISTRATION#29296 TABLE 1:ALLOWABLE GLASS TYPES Glass Description Design Pressure Frame Glass Frame Frame Description(Listed from t]thlHor to Interior) Table# Sheet# Types Options ConBgs Shapes Installation Options that may be used 6 719°Laminated I.O.:118°A Exterior Cap+7116'Air Space+5/161 Laminated;(2)Lites of 1/8'A OieseWill.090"PVB.Intedayer 4,5 6 (see Fig B) (see Table 1) (see Flg A) (see Flg C) 6 719•Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+6116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood Fmme/Buckstrip-sheet 3,option 1 7 718•Laminated I.G.:3116'A Exterior Cap+318•Air Space+5/16"Leminatad;(2)Lites of i/8'A Glass with.090°PVB Intode or ¢,6 6 Flange Equal-Lite, Square/Reet.,'through the frame....into Concrete/CMU-sheet 3,option 2 5-t'B Odel/ProNew Arch Top 8 8 718°Laminated I.G.:3116'TExterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8'A Glace with.090'PVB Intedayer 4,6 6 (92) 8 Cottage Radius-Top of the window...,.. through 1X'Buckstdp Into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.;,118"A Exterior Cap+7/18'Alr Space+6/16'Laminated;(2)Lites of i/8'H Giese with.090"SG Intadayer 7 7 1 ...Into Metal-sheet 3,option 4 10 7/B•Laminated I.G,:I/8"T Extedcr Cap+7/19"Air spats+5118'Laminated;(2)Lites of 1/S"H Glass with.090'SG Intedayar 7 7 .,..into 2X Wood Frame/Buckstdp-sheet 3,option./ 11 WV Laminated I.O.:3118"A Extedcr Ca +3/8°Airs pace+5116"Laminated; 2 Lites of 1/8'H Glass with.090"SG Intedpyer Box/ Equal-Ute, Square/Ree(., Cap O 7 7 Equal-Leg 5-16 Oriel/ProAew Arch-Top a Through the hems ,,..Into Concrete/CMU-sheet 3,option 2 12 7/8•Laminated I.G.:3119'T Exterior Cap 318"Air Space+5718"Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer 7 7 (#4) &Cottage Redlua Top of the window..,.., ,,,,through 1X lurkstdp Into Concrete/CMU-sheet 3,option 3 13 718"Laminated I.G.:118"A Exterior Cep+5/16"Air Space+7/16'Laminated;(2)Utes of 3118'A Glass with.090"SG Intedayer a 7 Into Metal-.heat -option 4 14 7/8`Laminated I.G.:118"T Extedor Cap+5/18"Air Space+7116"Laminated;(2)Utes of 3116°A Glass with.090•SG Intedayer 8 7 Through the ...:into 2X Wood FramelBuckstdp-sheet 4,option 5 15 71W Laminated I.G.:3118'A Exterior Ca +1/4"Air Space+7/16"Laminated; 2 Utes of 3/16°A lase wlth.090"SG Intel er 7 7 J•Channel Equal-Ute, Arch RecL,integral fin.,.... Cap () G ay 548 Odqual-Li tew Arch Top& Into Metal-sheet 4,option 7 18 7/B'laminated I.G.:3118•T Ekterior Cap+114°Air Space+7/16°Laminated;(2)Utes of 311fi"A Glass wllh.090'SG Intedayer 7 7 (#1) a Cottage Redius Top Through the frame..,.into 2X Wood FmmelBuekstdp-sheet 4,option 6 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,.7of the window,,.... ,,,,Into Metal-sheet'4,option 8 ,9,11,t3 Through the ....into 2X Wood Frame/Bucestrip-sheet 4,option 5 Group Anchor Substrata Min,Edge. Min. ' 815 MAY NOT BE USED IN Equal-Lite, Square/Rett.,integral fin....., (nto Metal-sheet 4,aptldn 7 Distance Embedment! THE HVHZ ABOVE3'. Integral Fn 5.8 Odel/Prodew Arch-Top,$ ou em Pine =. ) 716 -318' (3) 9 Cottage Redlua Top Through the Game....into 2X Wood Fiame/Sucks'tdp-sheet 4,option 6 f/,18.8 S.S.SMS Steel,A38• 38" 0.050MIN.OF 3 ,, " of the window...... ,,Into Metal-sheet 4,option 8 or 410 s.S.) (steel, Steel Stud;A653 Or.33 318" 0.0451"(18 Ga.) THREADSFIGURE B:FRAME TYPES A Aluminum,6083-15• 3a" 0.050" BEYOND THE FIGURE A:FRAME CONFIGURATIONS ti'steel Ultmconor T.Southam Pine(SG=.6) 7116" 1.38" METAL. O (� "A"r ANNEALED Uhracon+ Concrete(min.3 ksl) 1" 1318^ SUBSTRATE. 4/ "FI"=HEAT STRENGTHENED T'-TEMPERED 318"steelUltmcon Ungmuted'CM ,( 3 0) 2-1/Z' 1-114" "UNGROUTED PVB"=.090"TROSIFOL®PVB G%fi W16--steel Uitmcon+ Ungrouted CMU,ASTM C•90) 1" 1.114" CMU"VALUES �" BY KURARAYAMERICA,INC. #12 SMS P.T.Southam Pine($G-0.65) 9/16° 1-318" MAY BE USED JANNEL INTEGRAL FIN "SG"=.090•SENTRYGLAS® (steel,18.8 S.S. Steel,A36• 318" 0,050" FOR GROUTED ,( ///r Steel Stud,A653 Gr.33•. 38" 0.0451"(19 Ga.) CMU //� Y O O INTERLAYER. KURARAY or 410 S.S.) Aluminum,8063-75' 38" 0.063" APPLICATIONS. Y AMERICA,INC. B 1 4"steel Ultmcon or Ultrabon+ P.T.Southam Pinq(SG=0.65) 1" 1.318" EQUAL-LITE ORIEL COTTAGE 11,V1 steel CreteRex P.T.Southern Pine(SG- 65) 1" 1.318" AB & FIGURE C:FRAME SHAPES FLANGE BOX OR EOUAIrLEG 1/4"steel Aggre•Gator P.T.Southem Pine(SG=0.66) 1" 1.318" --{BUCK WIDTH --I SUCK WIDTH--►{BUCK WIDTHI - 1/4"steel Ultraoon Concrete(min.2.85'ksi) 1" 13/4" T Material Mln.F Min.F 7- T r-- - •-- - Ungrouted CMU,(ASTM r.9) 2-1/2" 1-114" T T L T r l C Concrete(min.3 ksl) 13/16" 1314" r- F= Steel Screw .92 ksl 120 kat 1/4"steel Ultracon+ x 7' Ungrouted CMU,(A O.0) 1" 1-114' O E 18.8 Screw 60 ksi 95 ksl 114"steel CreteRex Concrete(min.3.35 ke T' 1314" _ _ _ 410 Screw 90 ksl 110 ksl 1/4"steel Ultracon Concrete(min.2.85 ksp 2-1/Z' 1314" Y Yx x cc cs ElcolDeWaltAggre-Gator® 67 ksl 96 kat 114"steel Ultracon+ Concrete(min,3 ksl) 2-1/2" 1.314" m m l ; m = Elco UltraCorlO➢ 165 ksl 177 ksl 1/4"steel'Ultracon+ Ungrouted CMU,(ASTM C-90) 2-112" 1.114, + i l 316"DeWelt UllmCon+d1 117 ksl 164 Its D Concrete(min.3.35 ksl) 2-1,/2' 1314" -t- -L 1 114"DeWalt UltraCon+O 140 ksl 164 ksl 114"steel CreteRex RECTANGULAR RADIUS-TOP ARCH-TOP Ungrouted CMU,(ASTM 690) 410 9S ElcolDawalt CreleFlex® 127.4 ksi 109.7 ksl PRODUCT REVISED tl4"steel Aggro Gator Concrete min.3.275 ksi 1.1/2" 316" WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAYBE USED 81183 T6 Aluminum 16 ksl 22 kat Grouted CMU,(ASTM c-s0 2" 2" BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES A36 Steel 36 ksi 58 Rai as complying with the Florida AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Gr.33 Steel Stud 33 ksi _45 Rai Buliding Coda TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN NOA-No. 20.0401.03 Group Anchor SubstrateMin.Edge Min. Substrate \+ ONY LYIVN'� , ReHrtonr H Irotlon Dater_7 30/2025 Distance 6nbedmant" C)REVISED ANCHOR TYPE 13 2-112"x.131'Common a P.T.Southem Pine(SG-.55) 318- 2.7116" : N:• ' cEN$F', � y° 2.112,Ring-shank Roofing Nall P.T.SouthernPine(SG-.55) 318- 2.7118" Q; l TABLE. rot P.T.SouthernPine(SG-.55) 112• lave" No-58705 AK-03/10/20 #10 Tmsshead SMS : - Aluminum,8083-TS' 38' 0.050" (steel,l8$&S. Oram, «aios.s:) Steel Stud,Gc33• 3s° 0.0451"(iBGe.) J ;: �` 1WOTECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36' 318" 0.050" 'MIN.OF 3 <[! N.VENICE,FL 34276 P.T.Southern Pine(SG=.55y 9118" 1.3e" THREADS %�T p 4u` (941 ` T1Mla: t7rta #12SMs w 31 BEYOND THE .C �opto",•''•��� »ea1°°° SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel, 0.05y METAL cr 41lea S SS.) steel Sud,or.T3' 318" 0.050" s BSTRATE; /QIIINa�- 1�1\aG Serfes/Ncdal. Soobt sheet Orrdnp Na Rer. Steel,A36' 318^ 0.050" A.LYt EM1l7 REGISTRATION lR0298 P.E. SH-5500 NTS 2 OF 13 MD P..E.# -SH5500-01 C 680b INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION DIRECTLY INTO CONCRETE/CMU, BUCKSTRIP'INTO CONCRETE/CMU. ANCHORED THROUGH �T— EDGE DISTANCEEMBEDMENT BEE NOTE 2,THIS SHEET, FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. —� 1/4"MAX SHIM 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE 17 EDGE l-i—� 18 LIGHT WIDTH �)� EDGE FLANGE FRAME a DISTANCE SHOWN DISTANCE ,{ 44 BALANCE —7-1/4"MA)( TYPE VARIES• TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, 2 TYP.ANCHOR TYPE, EMBEDMENTAND WEIGHT 54 - a� •I.<. EMBEDMENT EMBEDMENT AND EDGE D EDGE DISTANCE PER DISTANCE PER SUBSTRATE, DISTANCE PER EDGE 30 31 - EDGE SUB TRATE, OI I SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. DISTANCE ' 18 •<,•- � EXTERIOR 87 a� °�` .•a. SHEET 2LE2, FIXED 1B 20 OPT.SASH TOP FIXED VISIBLE 4 v-'• " VISIBLE 1 LIFT RAIL FLANGE I 2 LIGHT WIDTH I EQUAL LIGHT J FRAME HEIGHT FORALLWLNDOWS: NOTES: SHOWN r BUCKWIDTH FAME + j 1 ANCHOR @ 3.55" SHOWN J_ I 4S 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A Q 21 CENTER, SUBSTRATE-APPROPRIATE 22 FOR WINDOWS- ANCHORS LISTED ON TABLE 2, 72OVER 38"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBO COMPLIANTALUMINUMISTEEL FRAMING OR STEEL STUD. 0 O ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 45 48 47 SCREWS @1"9' INSTALLATION OPTION SHOWN MAY 14 OFROM END. BE USED ON ANY SIDE.OF THE 35 FOR WINDOWS WITH WINDOW. 114"MAX. _� r BUCK O 16 BOTTOM,LOCKS: SHIM ( #I0 OR 012 STEEL HEIGHT 60 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING M SCREWS USED INTO WOOD AS PER TABLE 2, B6 �- FROM END 8.3/8 SHIM SHEET 2.ALL WOOD BUCKS LESS SMS(GS),SEE 30 THAN 1-12"THICK ARE TO BE TABLE 2, Q SASH CONSIDERED 1X INSTALLATIONS.IX SHEET,2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNITS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12.THICK- OPT, 86 16 USE EITHER OR GREATER.1X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L,f (2)1" B1 3/ 30 64 BOTTOM LOOK. TO PROPERLY TRANSFER LOADS.TO FLANGE a EQUAL Q INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX WEEP LOCATION:6.518"80 FROM SASH END, RESPONSIBILITY OFF THE ENGINEER ON IS SHOWN D�o SHOWN NOTCHES AT o EACH END. OR ARCHITECT OF RECORD, EXTERIOR 8 68 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION nnINSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT REVISED OPENING)IS MEASURED FROM as eomidgln with the Florida EQUAL-LEGISOX 1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Coda FRAME SHOWN 0�� t X11 I I I I/1 FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.03 - ��`, Y hi i� RaWhn Ex Irotlon Data 7/30/2025 27"X 135" ICENgN /lig B. �_ wEEPHOLE ,p , NO ANCHORS C)NO CHANGES THIS SHEET. r WlCOVER@ REQUIRED IN VISIBLE LIGHT FORMULAS Q•` = AK-03/10/20 Mlam Dada Produef-6o trol 2.87"FROM ••^ FLANGE OR .�T; No.5870.5 EACH END. •! EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-6-12" .-•D:a - ObsegpOon: - Own w @ FIXED LITE;BUCK WIDTH-4.316" 3 J a7 ir - 1070TECHNOLOGYDRNE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) N,VENICE,FL 34276 'n '• R VERTICAL SECTION B-13 BUCK HEIGHT/2-3-15116" �i�C�31 '•�ORIO(.•' \?: (841)48D-1WD SINGLE HUNG WINDOW INSTALLATION-LM _05/15/15 SN . / AL IDImI10, SedwlModet sera Bi3u. aoRrnyas R.r. A LYNN MILLER,P.E. SH-5500 NTS OF 13 MIn-SH5500-01 C P.E.068705 REGISTRATION>9298 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 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 ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. Ft— EDGE DISTANCE FIN INTO 2X WOOD FRAME OR a I/4"MAX§HIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 114"MAX SHIM18 • SHEET. TYP.ANCHOR TYPE, J-CHANNEL EMBEDMENT AND EDGE SASH VISIBLE 17 FRAME' 1 DISTANCE PER SUBSTRATE, �� 18 44 BALANCELIGHT WIDTH SHOWN 1 SEE TABLE 2,SHEET 2. D O _ (SCREW SHOWN) EMBEDMENT VARIES OQ 114"MAX SHIM 42 WITH SASH TYP.ANCHORTYPE, EDGE WEIGHT ZZR 1 EMBEDMENT AND EDGE DISTANCE 64 30 31 DISTANCE PER SUBSTRATE. �_ _. r 1A SEE TABLE SHEET 2. 18 (NAILSHOWNSHOWN) EXTERIOR B7 TYP.ANCHORTYPE, �— INTEGRAL EMBEDMENT AND EDGE 1g 0 �� FIXED VISIBLE 3 FW DISTANCE PER SUBSTRATE, FIXED' 20 OPT.SASH TOP VISIBLE LIFT RAIL J•FR MEHOOWEL 1 LIGHT WIDTH S (NALSHOWN)SHEET2. LIGHT HEIGHT FORALLWINDOWS• NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH �— 4948 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C Q 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 114 SHIM MAYBE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLES 2&3.SHEET 2. 14 45 46 47 SCREWS @16.318" INSTALLATION OPTION SHOWN MAY 36 FROM END. BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MULLION BUCK O FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: 1110 OR 112 STEEL 114'MAX: HEIGHT 50 0 1B ADD ADDITIONAL 2)MASONRYANCHORSMAYBE ,_.�.) @ USED INTO WOOD AS PER TABLE 2, SELF-DRILLING I SHIM -I— SCREWS 8.318° SMS(GS),SEE 85 30 T FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2'&3, SASH THAN 1-112'THICK ARE TO BE SHEEP 2. EXTERIO VISIBLE CONSIDERED 1X INSTALLATIONS. ,� 1X WOOD BUCKS ARE OPTIONAL IF (Y'�J LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 18 OR BOTTOM DEPICTED AS 2X ARE 1.1/2"THICK OPT. Be LOCK(SHEETS). OR GREATER.1X AND 2X BUCKS 85UNIT (WHEN USED)SHALL BE DESIGNED (2OR 81 3p g3 TESTED NA- TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR 31 FROM ASH END. FLANGE REMOVED WEEP FROM SASH END. TO THE STRUCTURE WOOD BUCK IN-FIELD NOTCHESAT DESIGN AND INSTALLATION IS THE EACH END. II RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o � o <Ill NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN Bp REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 �• OPTION 8 PRODUCT REVISED OPENING)IS MEASURED.FROM as aompl in with the Florida 1/4"MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL INTEGRAL FIN BEADING TO BEADING. Buliding • FRAME SHOWN OQ SHIM INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) {{1 1111 NOA-No. 20-0401.03 27'X 1.25"WEEPHOLE �� pNI?Ly N ''i, R'„d0n' Ex irotlan Data 7 5012025 O98 W/COVER@2.87 T �` ��••L{cEN9 �s�, ��,� C)REVISED DADE MULLION DV. FROM EACH END, I q?•' F ;C� Y VISIBLE LIGHT FORMULAS NOTE. Idiam Dode Product!to vtrol TYP.ANCHOR TYPE, zti Na.�e>o6 - AK-03/10/20 EDGE DISTANCE = EMBEDMENTAND.EDGE WIDTH = ; DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6-12" _-O ;6t — DasMpBon: Omen 8y: SEE TABLE 3,SHEET Z. —►I EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.318" 1070TECHNOLOGY 12RM J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT fEQUAL•LITE) �\ A E F ;•�' N.VENICE,FL 34275 iTBe: : INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2.3-15116" %;�S ''•�nRIDr �e� (B+1}+Baleoo SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN � INTO ZX WOOD FRAME OR BUCK. 11111 1111, Su( et: Saelr. .Shaer Oimring NoRer. STRIP.SEE NOTE 2,THIS SHEEP, A.LYNN MILLER,P.E SH-5500 NTS 4 OF 13 MD-SH5500-01. C REA 59705 REGRMTIQ1. 718"N 7/8"NOM. 7/6'NOM. 7/8"N718°NOM. I-r 5/16"A/A PVB I 5/16"A/A PVB 6116"A/A PVB I 5116"A/A PV8 I I 5/16"HIH SG 7116"AIR SPACE--\ 7/18"AIR SPACE 3/8"AIRSPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 118"T GLASS 3116"A GLASS 3/16"T GLASS 1/8"A GLASS C]EXTERIOR G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 679 70.79 75-79 678 79.79 GLASS TYPE 5 GLASS TYPE 6' GLASS TYPE 7 GLASS TYPE 8. GLASS TYPE 9 •--►� 718"N 7/0"NOM, 7/6"N718"NOM, 716"NOM. 1+- 5116"H/H SG I 5/18"H/H SG I 5/16"H/H SG 7/16"ALA SO I 7116"A/A SG 7116"AIR SPACE 318"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 118"T GLASS--\ 3/16'A GLASS 3116'T GLASS 1/8"A GLASS 1/8"T•GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 70.78 fKfl 0-79 78-78 78.78 19— GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�I 718"NOM. 718'NOM. �+-- 7/16"A/A SG 7116"A/A.SG 1/P'NOM.GLASS GLASS TYPES'9 THROUGH 114"AIR SPACE 1/4"AIR SPACE 76.79 SITE TYP. '16 MAY NOT BE USED 3116"A GLASS $116"T GLASS 72 WITH J-CHANNEL OR 74 • NTEGRAL FIN FRAME6 EXTERIOR a TEX ERIOR GLASS TYPES 6,7,S,11,13 78-78 70.79 31 &15 MAY NOT S USED IN PRODUCT REVISED EXTERIOR 76 • THE HVHZ ABOVE 30'. uscomp w 38 30 ith the Florida a GLASS TYPE 15 GLASS TYPE 16 Building Cod• NOA-No. 20-0401.03 LYNN Expiration Dab 7/3 2S oD c�Ns" � C)NO CHANGES THIS SHEET. ev F AK-03/10/20 Mfam Bxdo Produc�-6o trot GLAZING NOTES: N0.58705 "A"IANNEALED - amwrl Ey: TYP.GLAZING DETAIL "H"=HEAT STRENGTHENED --a (/ �Z 1070TECHNOLOGYORNE GLAZING DETAILS J ROSOWSKI T a TEMPERED ® '•, �,� (]:.[U N.VENIC$FL 94276 _ PVB"=.096"TROSIFOL VB BYKURARAYAMEFtICA,INC. �O S •sc a.6s6"SENTRYGLAS®BYKURARAYAMERICA,INC. �i���'•.FLORIpI,.'G�� ' (�iHsalsob SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. �IS/O�JAL S�rfea/,IYodaL• Scofa: Sheefr D—Ing Ha Rnv: ALVNr1 Milli F�1 P.E. H-5500 NTS SOF"13 MD-SH5500-01 C REA 58705 REGISTRATION d28296 BLTABULE b AE 4: 7spe .3531.353 seen BLE "' al..T .. Design PrNseum,lbslh7 a OmcApbn wpwn soon X(10114 Dtialpn Pressure,Ibelft2 Cie.! 0s DesWnPmssuru,lbsllt7 s,e7ae a.ntea2.1 ft ® Mg4(m) uckWlmnOnl aloe N-90.0 Rz I m.10dqt m1.48 I stns +86.0/•70.0 MIDI.Ll 336 Eguswe +1.39.1 4 0 •70.0 .65,0 .70.0 awPoint R+ Par all Widow p sesn sixes eunavd 4.31.13.3 14.517.16.516 453 70.0 • 0 49.1) 5.0° a Porau Wnaow ma g1)afi sbes 28 Eg1D410 11.553-14b18 140 1700 40io -70.0 SEE TABLE 9,SHEET 8 FOR sunned PMO1+.377-11.552 403.0 ase .65.0 -70.o SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tabst 23.617.25.255 405.0 •70.0 *850 -70,0 ANCHOR GROUP AND QUANTITY. atardW More 2.3956.20.510 453.1) •70.0 .65,0 40.0 37.375 EgmwlD 11.517.20.957 460.0 -703 .05.0 40.0 gwes,E PMAim 14.517-17.5115 403,0 •70.0 .53.0 40,0 0 61,06.1 11.377.14.010 49.0 a0A 165,0 30.0 Term 27.563-31.011 403.0 -70.13 .65.0 •70.0 Colon elm 26,517-2T.5132 405.0 •10.0 .55.0 -704 etoowu cmt p 2157 7-50510. .03.0 -10.0 .65.0 -70.0 44 E4n41. 25.sn.23.51e 465.0 •100 .53.0 •70.0 HEADER SmMed Pm30w 17.617-20818 469.0 •10.0 .m.1) 40.0 HEADER eor-size 14:577.+7.518 .80A 40.0 .53 m.1).0 - 23 eaadnl 11.377-14315 1650 -Too +85.0 30.0 23 Taks1 37.58@-30971 465.0 •700 .915 40.0 r� 913Mud oftue msaawmm 465.0 •70.0 .es.o .313.0 Eguawu 20.517.26.516 405.0 •703 .65C -703 MEETING RAIL 40 8%rdodPrD*W 17.517.20.5115 495.5 40.0 .65.0 40.0 0 Q MEETING RAIL o O emminsize 14.517.-11.516 465.1) .7aD 485.0 405 26 Cohn size 12.517.14.515 4540 •700 465.0 400 5 shoua 85 11.377-12315 465A. •70.0 . .0 40.0 27 PXTERIOR P Ta8n1 33.209.37.515 .654 -70A .650 .70.0 17IiERIbp a10om cullp 26.517-33.207 405.0 -700 .0.0 40.0 p c eq. 63M 23.617.26.616 .05.0 .T0.0 .53.0 40.0 O 23 Cullomaup 70.511-23.618 .eao •70.0 .ys.n 40.0 23 JAMB i9.cis 6fm1dA Prv4ew ns77.zoste 49.0 -Too -65M 40.0 JAMB SASH C.1-812. 14.617.17.510 .6510 -Too .640 40.0 pl�glgg $ASH HEIGHT Color 8190 11511 ft 14.510 +65.13 .70.0 40.0 40.0 � HEIGHT 61ndo.1 11.377-12318 .353 403 465.0 40.0 Tam.t 36.517.41.644 463.0 -70.0 .65.0 40.0 O 6torold CoWW 31.517.36.510 465.0 •100 +65.0 40.0 Eg95w10 26.511.31.510 465.0 -TOM .05.0 -79: 23 Molded PMA- 23.617.28.6111 ,453.0 -MO .65.0 -10.0 23 A2 Cmlanal.. 20.517-2.5.618 .aao •70.0 .0.0 40.0 BILL U COW 6110 17.517-2.35 53 15 . .0 •70.0 465:0 -70.0 SILL U Cusum em. 1.017.17.916 165.0 .70.0 .Sao 5.6.1 4lw1an alZ3 131)77.12.533 .as.o aao .0.5 a7.3 al.n.t 11.804-13A18 405.0 •70.0 .53.0 -MB Totael 30.3+1-411544 .85.0 •70.0 .65.0 -10.0 o C1e1an81m 3.3517.391518 405.0 •10C 453.0 .70.0 Egu.wl. 36.BI7-38318 463.0 -70.0 .59.0 .700 75 Custom bite 31817.35416 455.0 -10D 465.0 •70.0 61aI5N1 P7TIet7 10517-32016 465.5 •r1).o .65,0 d:30 SECTION DETAIL FOR WINDOWS WITH amlan7. 9 oil1 .65.0 . . SECTION DETAIL FOR WINDOVVS WITHLEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 aw.01 24.364.26.515 .m.1) •rad .00 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 EtWt41. ]0811-411540 4s5A .•700 405.0(REINFORCEMENTS SHOWN IN FIGURES ABOVE (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES B Clatm6lk. 453.1) •705 405.0 APPLY'TO ALL FRAME TYPES$ CONFIGURATIONS) 11w,mm PrOdn1 3304-31,111 165.0 •1115 .85.0 CONFIGURATfONS) 31.73TOW --41.344 403 .700 .6s.a PRODUCT REVISED SEETABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ma eomPlying with the Florida ..MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Building Godo (APPLIES TO ANY HEIGHT 91.78° NOA-No. 20-0401.03 \�1 /i R n: Ef+ Iration Data7/30/2025 LYNN �, C.)SASH HEIGHT CORRECTION. 8,, �IcCNSF' AK-03/10/20 Miam�Dado Produef t;1) trot *r' No.58705 NOTES: _ �^7y'- _ 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. +�0�a ��-o �Z 1070TECHNOLOGY=vE ES GN PRESSURE TABLES RI&MOSOWSKI j• kJ N.VENICE,FL 34276 _ 2)FRAME DIMENSIONS ARE BLICK..SASH HEIGHT IS AS PERTHE FIGURE. LVtf7!M•c{ORILjM1•-•G���: (941}466.1900 SINGLE HUNG WINDOW INSTALLATION-LM 5/15/15 3)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �'��S1ONAL S57n5/Iwdet scafm Shoat OrA.lrag ND. R4ir. ON THE TABLE. A. ILLiIAE�,P.E«88708 REOIBTRATION 1129296 SH-5500 NTS 6 OF 13 MD-5H5500-01 C ABLE 7: TABLE :• at-TIP. Bane Sl.h ' O+a.Typa D'obm Sash 0.1218610 Des,dPtiont.0el 4ashit.0M Doaign PmBsul;e,168111 13514 Deselplbntritme Sash H419h1 Design Pressure lbs Ratsf.ke I -9a®-- pnnp n) WId S.kNtdh In Re'1.Late 17anp•®wte- R.10On) Wndaw Beek WdIh In 3 Heiphl Eben tO Ig 40 1 48 52126 78 64 3 H.10dShene S4 e 20 37 s0. 40 4e 61,1 29 215 Ewatld0 11.704 +704•110.0 4700•110.0+70.0•110.0 *1&0•170.0 2211 EglNne 11.704 +Too•1100 +7010•110.0 Hao•110.0 +7aO 410,01+70.0•110.0 +70.0-710,0 .70.0,•110.0 .70.01-11D.0 Stardad Wage 14,617.I Sato +70.0•710.0+70.0•1110+70.0•110.0 Hap-110,0 StandatUtIage 14,617.15.870 -tMO•11¢0 +70.0-110.0 +70.0-170.0 Hao•11DO+70.0•1104+70.0-110.0 +700-710.0 +70.0-ItO.0 28 EgvdW. 11.68]-14.518 +70.0•110.0 *70.0•110.0 -TOA-110.0 +70.0+110.0 28 Eg4a+41e 1_589.14.510 +7RO 410.0 +740-110.0 +70,0.110.0+70.0•770.0 +70,0•110,0+70.0•110.0-70,0•IDA +70.0 410.0 SUndntl Pl M. 1_377-x.682 +70.0•110.0 470.1•111.0 -70,11-110.0 .1D.O-110.0 SWn6.ld P-1- 1_377-1.882 +70.0-110.0 •7401 410.0 -70.0•11¢0 +70.0•110.0 *Imo.110,0+70,0 4m!+70.0•1140 +no•1100 Q HEADER T.mst 22517-25ZB +70.0.110.0 +700•110.0+70.0•flag +70.0•110.0 Twtc1 23.517.25206 +70.0•110.0 +70.0.110.0 +70.0•110.0 +70.0.110.0 470.0.110.0+70.0•7140 470.0 410.0 470.4•110.0 Stedwd Co Ka 2x9;8-23.510 +70.0•110.0+70.0•1100 +70.0•110.0 +lap•110.0 St..dad 00%. 2ae68.23510 +70.0-111.1 *19.1-110,0 +70.0•110.0 111.0-110.0 *70.0•110.0 +70..0-IID0+7ao 4100 +7&0-110.0 25 37,376 Eq t1l. 17.517.24857 •70.0•110.0 .700-1740'TOLD•110.0 +70.0 4060 37.376 Egaa4h, 17.517.20.957 +70,0•110.0 +70.0•110.0 +70.0•110.0 +70.0•110.0 «70,0•110,0 017¢0•710.0 +10,0•110.01 +100•100.0 SWd3l1 PmAmv 14,517-17.510 +100•1160 +700 410.0 +70.0•110.0 00.0•110.0 $mrlaad Pm4ew 14577.17.510 +70.0•110.0 +7aO•1.10.0 *711,0•110.0 +70.0•110.0 470.0•11mO*?DO•110.0+7010 410.0-70.0-110.0 Sh.t.t 11,97.74310 *70.0•110.0 +70.0•110.0 N0.0•1 W.0 +100•1D3.0 Sh*npl 11,377.74.010 170.0.110.0 +70.0•110.0 1700 1110.0 +70.0•110.0 +7010 •110.0 470.0•110.0 -Too 407,0 +10.0•103.0 0 7011461 27.58]-31.871 -70.0•110.0 1700 •09.0 +700 •810 +10.0 80.0 T011ml 27,683.31.011 470.0•110,0 +70.0 410.0 +70,01-110.01+70,0 4100 +70.0 •1100+70.0 49.0 4700 .910 +740 40.0 Ousts.size x517-2r662 +7a0 1•110.0 1+700•110.0*70.0•110.0 +7&0.1100 1-St.. 26517-27,582 +70.0•1100 +740 41DO *T0.0 I.tIOA+100•1100 470.0•110.0 +760-1100 +70.11•110.0 +70.0.110.0 1 0 MEETING RAIL stadad Cantata 20517-Asea +700 1.7740 I+7o0•ilmo+7o.0.110.0 +7ao.limo Stamwd Oalage 22517.20.510 +70.0.-110.0 +742 410.0 +7QO•110.0+700 410.0 +70.0 1410.01+10.0•110.0 1+7ao 1-710.0 1+70.0 1-1100 44 Eguat14• 20.517-0,918 +700 1•110.0 1 Nap-1100 +70D•110.0*TOA•110.0 44 Egad•41e 30.517.27,510 1100-110,0+70.0-110.0.+10.0•1140+mo-110.0 4700 MOD 1+70,0-110.0-Too 41OA +70.0•llmO 27 0 Standard PmdeW 17.517.20.519 +7¢ 40 1100 0•110.0+70.0•t1 +70.0• 170.0•110.0 Slordald PmAnr iT.517-20.51(l 470.0 410,0 +70.0-110.0 47D.0•110.0 +70.0410.0 +70,0 •110,0 +70.5-110.0 +70,0.11aa +70.0 410.0 0s14m 811. 14.517-11.518 +7aO•110.0 +700 410.0+700-170.0 147110 1-110.0 C,alon 5001 14.571.17.516 +0.0•110.0 470.0 410.0 170.0•11010 +70.0.110.0 +70.0 •170.0 +70.0-110.0+70.0-110,0 +70,0•110.0 FJfTJF'J'�00R Sheila 11.97.14.510 +70.0 410.0+70.0•1140 +70.0•107,0 +T40.107.0 8he1•sl 11.777.74,610 +740•1100 +7.40.110.0 110.0•110,0 -7O.D•110.0 +70.0-110,0 +70.0-110.0+740-107,0 +70.0-107,0 V D mast 31.657-35.811 *70.0•110.0 *700 -94.0 1111 420 1110 -0.a West 37.583•14,017 +70.0 AIMO +70.0 410.0 +70,0•110.0 470.0 410.0 470,0•110.0 +70.0 440 +740 •03A +100 -no Sleeded Ca4.9e 28.517.31.!82 *70:0 410.0+70.0 1•110.0 +70,0-110.0 +700-1100 61udW Cetl.pa 20.517.31,682 +70.0 4140 +70,0•I10A 4710•110.0 *7..0-110.0+70.0 •1740+700 410.0 +TO;O•710.0 +70.0 414.0 JAMB 25 EgWlide 10.517.26510 +70.0•110.0 470.0-710.0 +70.0•110,0 +Imo•11010 Ega4L61a 20517.20.410 +70.0•1100 *70.0•110.0 +70,0•110.0 +740•170.0 +70.0 •110.0 +70.0-1110+70,0•110.0 +740.110.0 40 StewaipledaW 77.517.24571 +70.0 AIDA *700•110.0 +70.0•11Q0•+70.0•110.0 48 atnldad PmA- 17.517-20,610 .70.0-17010 +70.0•110.0 +70.0•1104+7ao •110.0 +70.0•110.0 +TO -7 T .O•110.0 0.0•110,0 *70.0 410.0 EXRIOR SASH 0 t.rn51. %517-17,610 +7DO•110,0+7ao 1410.0 1m.D•11010 470,0-110.0 cast"Sit. 14.511.VOID -IQO MOD +70.0-110,0 +TOO 410.0*70.0 410.0 +70.4•110.0 .100 1-110.0 -70.0 411mo +74.0-110.0 <D HEIGHT oaten a4e 12.517-14.516 HO.o-110.0,.To4 1•110.0 170.0-1110 *70.0-110.0 cu4mm at. 122"-14.510 .TDD-1100 +70.0 alao 4704•114.0+7ao-110.0 .luo.limo+TDD•10.o 1700-1100 4710-110.0 SECTION DETAIL FOR ^a STolask 1_377.72518 470.0•110.0+70,0•1100 +70.0•110.0 +70.0•110.0 -_ Shefts/ 11.317.12.510 +70,0•1100 +70.0•I160 +70.0•1100+700-1102 .700 •110.0 +TDO•IImO 4740-110.0.70.0-1100 Talesa 31208.9,139 +7ao 41a0 4700 aiso ..10.0 410 +7&0 40o 'last 312438-]7.5311 .70.0-1100 +Tao-1701 Hao•11001+ms-110.01 470.01-110,0 +70.0 49.0 1+70.01 -no +".0 40.0 WINDOWS WITH STeelerd C40ap 265"-31207 *7440 1001+110 4160 *70,0-110.0 .70,0 AIPO Sanded Cotap* 20217.31207 +70.0-110.0 .10.0•110.0 1700-1m.D.7mQ'IImQI 4700 •t7do+10.0•110,0 470.44.11a0 -70.01100'0 LEVEL R3 REINFORCEMENT 2b EgeaN4e 21617.20.510 +70.0•110,0 «70.0•110.0 +700•110.0 +70,0-1100 m Egu14a. 23-517-26.518 *70.0-110,0 170.0•170.0 *100 0110.0 *MO•11011 -710-110,0+7001•110,0 +1DO 4100 +70,0-110.0 48675 g GLASS TYPES 9-16 Da�e*'Sba 20.517+23516 +700•110.0 +7aO 410.0 +70.0 410.0!70.0-1100 Cotan611g 2a517.21610 no-110,0 470.0 410.0 -70.0•110.0 -MO -110.0 +70.0 410.0 f&O-110.0+700-71(10 !70.0 410.0 SILL O Sm1Walw PW 17,517.20.51!1 470.0•1100 H 41 Qo-110.0 *70.0-110.0 +70.0 0.0 d5� smmaal*m4.W 77247.201216 +70o 4100 4700•110.0 +710•1100+70.0 410.0 +10,0-1ao +7DO-110.0 apo 1410o 470.0 410.0 (REINFORCEMENTS SHOWN 01014100111. 14,677.77610 114.0.110101 +700 410.0 170.0-110.0 '?AD-1100 !0116102¢* 14517.11.618 170,0.01101.0 .702.11Do .70.0.110.0 +1110-110.0 +70,0•110.0 *70.0•110.0+70,0 41DA +TDA-110,0. IN FIGURES ABOVE APPLY Damm alt. 72517.14.518 +70,0•110.0 470.0 410.5 +70.0•7140 +70.0•110.0 Cmla'sme I WIT-14.510 Nao 410.0 +70,0-1110 +70,0•11D.0+70.0•1100 +70,0 4100 .105•110.0+10.0 1410.0 +70,0 410.0 TO ALL CONFIGURATIONS) Shetest 11.3".12510 +7Qo•110.0 .700.410b -70.0•110.0 +70.0 410.0 shed sl 1 11377.12516 .100•110,0 *Tao 410,0 .70.0•710.0 Imo-11¢4 +70.0 •110.0 MO•110.D Dap•110.0 170-0 410,0 slut ]01217.41.2101 -70.01-110,01+7001410.0 +Imo 1-tt1.D I+TOLD 410.0 71161 38.517.4_644 *70.0:1100 +7¢O•If0,0 470.(1.1140+100•1105 4701.110,0 +7oo-1mo +70.0 amp +Ta4•102.7 SladWWage 31217-30.510 .70.0•110.0 Too 410.0 470.0•110.0 170.0•110.0 filaem.Wtage 31.517.38.516 4110-710.0.+100•1100 .70.0•1100+no-1100 .70.0-lima +no-1+0+ran.104.5 +70.0•1014 Eq.WAa 20.517-31.510 +7010 100.0 +mo 221*70.0-110.0 *10101 410.0 Equalyt. 20.517.31.5111 .mo•1140 •70.0•110.0 +70,0•110.0-70.01-110.0 .70.0•1m5 .0.¢o•110.0 +7Dp 407,9+Tao-102.4 smMaed plwNW 01247-2as1e Ho.Q•770,0 17010-102 No.0•110101 +70.01-10.01 Smlma PI.,ew 225"•26,et6 .70,0.110.0 •700•110+100 4100 +7D.0•110.0 *70,0•11ao +70.0-110.0+7a0•110.1 +700-105-2 112 t2a7omsa• 20.517+21.519+70.0•110.0 .10.0-77010 +70,4.1110 *10,0 410.0 sx asiomstra 20.5T7.27,01a -70.0-10.0 -MO•10.0 +70.0•IDA +70.0 410.0 +TO,D-110.0 +TO.O-110.0 .700-10.0 470.0•19.0 Ca ase ab. 17.SI7-M5m +70.0•10,0 +70,0 4100 .70.0.10.0 -70,0•1100 Custom sun ".517.20.510 +7440.10,0.70.1 11.0 *10,0•10.1 17¢0-I1QO +70.0•11001 +70.0•10.0 470,0•110.0 470.0•105.11 cslare She 14.517-ta118 Dao 410.0«11.0•7100 1110.110.0 11&0 410.0 galom 2010 14.517.17,516 .mo 01101.0 -70.0•11¢01 *70.01 410.0*14.0-7100 N0.0•1028 .ma-teas 4701.01•100,6 110.0•eros C.t-646 12017-14.610 +70.0 4100 HOA•110! 470.0-110.0 +100-110.0 !0510110 S¢0. 13017-14.510 N0.0•110.0 470.0 410.0 4700•1062 +70.0•10x7 +70,0 •97.1 +70.0 -4A +TOO .94,4 170,0 -4.4 Shate*t 11,684-10.0110 +100-110.0+70.0 •17x0 +70.0•100 +Tap•710.0 9ke1•a1 11.664.13,010 .70.0-110.0 +70.0•1110+70.0•102,0 +mo •07.0 +70.0 4903 +100 -m7 *70,0 •90.0 +70.0 410,0 Watt 39517.41.644 -70,0.410.0.+no •110.0 170.0•110.0 +700•110.0 Tadlosl 38.517.41.844 *70.0•110.0 +740-1100+70,0•110.0 +70.0.110.0 470.0•1140+Tao-110.0 .70.0'101.1 .70.0 460 c7st*1084• 36517-39.510 170.0 41PO +70.0 4100 47&0 4140+710•110.0 Cast*m5t'. 38517,39.618 +70.5-1100 +70.0-110.0+70.0•110.0 +70.0-110.0 470.0 410.0+70.0-11-0.0+7QO-101.7 .710 482 !-001014726 35.517.36518 +70.0 4740 +70.0 410.0 .70.5-110.0 *100•110.0 EgteMle 35,517.35610 +70,0•110.0 +70.0-110.0 *70.0 -110.0 *70.0•1160 *70,0 110.0+11O•110.0 4700-100.4 *700 45.0 75 0lslomEno 52611.35510 +700•111a *7QO•110.0 *76.0•111.0 170.0•110.5 75 CWta'Slle 32517.34,510 +70.0•110.0 .70,0-110.0 +70.0 110.0 +70.0.110.0 +70,0•710.0 +70.0•110.0 +70.0•100.7 +70.0 452 StaMad PMtW 29517-32:61B +110 AIDO+Tau-1100 +70.0-110.0 +1aO-1D.o Sl.b.rd Pmdw 29.517-SZ.510 Hao-110.0 +7Qo-IIQO +70.0•1100 47UO-110.0 170,0 470.0 470.0-109.6*70,0•101.8 470.0 -m1 Qm1e'6148 76,617.29610 +7(LO•1100 1700•110.0 170.0•1740 +70.0•1111.0 !051677511. 2&577.29,510 MCI•110,0 .70.0 41QO +70.0-107!het +70.0•1D2.4 4700 •08.0 +70.0 410.4 +70,0 •1164 +70.0 -WA .9otesl 24.834.26310, +700•1100 +700•110.0 +70.0•110.0 470.0:110.5 S *at 24,884.20,614 +70.1-100 +70.0•110.0 470.0-1041 •70.0 •99.1 +70.0 •05,4 EDD 424 +70.0 •924 47DO 424 Egwwgo 38.6"-41B44 +70.0.•limo Nao 410.0+70.0 4110 +Mo •10.0 Eq.140. 3e31TAIAM «740.-110.0 470.0•10.0 +70.0•110.0 +100-10.0 *TOLD•10,0+100•109.8.+100 .967 +100 -_1 GLASS TYPES.9 THROUGH e4 t3alamaow 32211-301 216 ND.o.114401 ND.Q 410.0 4702•1010*74,01•770.11 a4 Custamaua 15517=7D.ete +70,5•170.0. +Tao-ado +70.1•107.9 +700•1024 +71.1 .060 .mo -8.4 WOO •58.4 .710 -_8 16MAYNOTBEUSEDWITH smmalPmA.W' 11,6 01-3 6 118 +74.1 41ao *740-110.0.70.0 419.0+100.110.0 StwdadpmdeW 33.664.•15.516 +70.01-1+0,0 410.0-110.0 4700•1026 .70.0 477.0 +70.0 •913 470.0. Oat +Too •OmO +70.0 -O.O PRODUCT REVISED J•CHANNEL OR INTEGRAL 6/.78 1.00121 --41.644 *7ao.104 +70.0-1100*70.0-1010 •70.0•110.0 6/448 noose ••'-41S" .70.0•110.0 .70,0-1.1401 -70.0•1022.0 +100 .97.0 +70.0 •05,3 +70.0 40.1 +70.0 •9Qo 47010 40,0 •FIN FRAMES as eomplyln with the Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Codo .•MIN.SASH HEIGHT-WINDOW BUCK HEIGHT•60.136 -MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 %71hla. 20-0401.03 (APPLIES TO ANY HEIGHT 91y78"OR LESS) (APPLIES TO ANY HEIGHT 91.78"OR LESS) tt A Rovw-: b Ex IraIII Da7/30/2025 Y�YN �' C)SASH HEIGHT CORRECTION. B a/ Q-;' •.(n�j AK-03/10/20 Mlam 001641 Product trol a; ND.58705 NOTES, 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 1076TECHNOLoGYDRiVE DESIGN PRESSURE TABLES J ROSOWSKI 13 0 N.TE OF N.VENICE,FL 34276 _ O A 2j FRAME DIMENSIONS ARE BUCK.SASH HEIGHT I6 AS PER THE FIGURE. 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" .080" 1.483" +.483 1.483" 1.463" .070" - - 1;184' I OO OD -1OOD O�� 7tb• 07o" e1o^ FRAMEFIN -� 1.+65 .150" .fi25' O O HEADJ-CHp JAMB NSL FRAME .625" O HSI EFRAME 1.375" O HEAD/JAMB O HEAD/JAMB FRAME LIGHT SASH HD SASH ---�777}l---- 1,975 Tr I } 23 REINFORCEMENT Z5 REINFORCEMENT 3.483° -y _ _ 070" -4- 1.+82" h+-• _ 3.483" --.I 3.483" ���''' 3:483" -�-� T-+- .070' -- -���••�- .062" } 4. .062" 71- �I'f.' .062' .062" •791" 1.036" 1.041, (= ---,TT•--- 1 .130- Q 2444" 2.4,W 2.444" D -}.►{ 1.331" N- -►� 1.340" �•'!•- 2.444 HD MEETING RAL O STANDARD O REINFORCEMENT RIrl 27� FJEETING.RAIL NFORCEMENT Qn3 o00 o . .62 1.375" O FRAME SILL 6�O O FRAME ILL 1.375" O SILL SME T O FRAME S EQUALLLL 1.872" -+� � 1.641" T 1.215" - 2,100" �+ 1.472" 1.566" _ 1.830" +.376° {�-- 2.176" ,085" o Q .065° 1,3175° :�61 IT 1 .035° .974' .b90" .07 .G50" .471^ .050" -37A}�7" 365" -}1 °°°-������'''��� 590" FIXED 1 ~•- --►{ 1.000" I+-^ BALANCE OBSASH STOP 17 LIFT RAIL LIFT RAIL 070 BEVELED BEVELED 14 MEETING RAIL +6 SASH RAIL 17 COVER 16 SCREW COVER 19 INTERLOCK 20.INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED as eomplying wlth the Florida Building Code 11111 I I I NOA-No. 20-0401.03 �Y YN r� Rar bn: Ex lratlon Data• 7/30/2025 .316" � �1 ` 0`,,,.....IV '�i 6sa" n5^ 300" Q �4 . ticENs •!l� C)NO CHANGES THIS SHEET. ey: lGl .o AK-03/10/20.175- am Dada Product 6o trol .764" .760" �� � N0.55705 _ ,035" --�+-� .025" 6T DuuipDan: Drclm B�. O72 LAM[IG 80 EXTRUDED 91 ROLLED T F L) �; 107�I TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI BEADING O SCREEN FRAME O SCREEN FRAME T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ��'�S��NAL E.Nti�`• l l 11 I I 111111 Sufas/ModeL• Stafa Shn' DrorGq IPo, Rar. A LYNN MILLER,P.E SH-5500 NTS 11 OF 13 MD-SH5500-01 C P.ED BBT05 REGISTRATION�2B288 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Materiel,cont SILICONE STRUCTURAL 3116"NOM. # Part# Descdptlon Material r48 Part# Description Material POLYISOBUTYLENE 114"NOM: FOAM WITH DESICCANT WITH 1 620101 Single Hung Frame Head&Jambe-J-Channel PVC 20197 Auto o Mec anism C.Stee DESICCANT 2 620102 Single Hung Frame Head&Jpmbe-Flange PVC 720198&9 Sweep Look Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambe-Fin PVC 720195&6 Auto Look Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jamba-Equal Leg/Box PVC 76X1180PTX#6 x 1-1/6"Ph.FH SDS(Auto acid Sweep Lock Screw) SS 5 620105 SH/OH Frame SIII-J Channel PVC 720200 Auto and Sweep Lock Keeper Cast Z1nc 6 620106 SH/DH Frame Sill-Flange PVC 776X34PPA #S x 3/4"PH.PH SDS(Keeper Screw) SS INT,GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rell Ti t Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 7e 4SG TPS 0 SPACER®NXTT" 16 620129 Sash Rail(Sides,Tap&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Roll Interlock GOTS-19-Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT pOLYISO DESICCANT FILL AREA 20 62014.4 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 6UTYLeNE 21 620157 Beveled Interlock 6005 TS AI 59 420180 Pivot Bar Comer Key PVC 6116"NOM. SEAL B/16'NOM. 22 620146 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620160 Light Sash Reinforcement 6063 TB Al 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORME 26 620152 HD Sash Relnibmement 60631E Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc #OAM STAINLESS S1 E 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 78MFPT #8 x 314"Ph,FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 75 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.:18T'x.270 Fin Pile 67 778586 #8 x 516"Ph.FH.SMS(Strike Plate Screw) SS 31 6Q300 Weelherstdp,.IW'x,3017'Foam Bulb Flex PVC 72 720135 Lam[I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlie 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicone INT.GLASS INT,GLASS 33 61825 Weathersirip Plug,.220"Finseal 75 71MN Setting Block.(7/8"x 1"x 1/8"),85+1-5 duro. EPDM DURASEAL® XL EDGET" 35 78X1MTTr #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 51012 ' Extruded Screen Frame Alum ]e 70. 36 7803THPX #8 x 9"Ph.PH SMS(Meeting Reii Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meating Rail Screw Support Plate 6053 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 381 720210 lWeep Hata Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X0010( lConstant Farce Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 70ASPM Tension Sp ng SS 42 Spire,Balance 86 81816048 Screen Cloth Fiberglass 43 720205 Splrel Balance Shoe Nylon 87 61635161614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1.114"Ph.FH SMS S Irel Belerice Screw) 4108S Part# Description Material PRODUCT REVISED as eomplyyingg with the Florida Bildi 76 Kommeding 4SG TPS Spacer System ung Codortow-No. 20-0401.03 77 Quanex Super Spacer nXr with Hot Melt Butyl See this ` Sheet for �� vY LY i� mvuron:' Ex iration Date: 7/30/2025 78 Quanex Duraseal Spacer Or~..,...,!V,�� �,, P Materials '��cENs,' ! C)ADDED BACKBEDDING. 79 Cardinal XL Edge Spacer R�' '��`�- AK-03/10/20 Mlam Dade Producf,eo trol ig FERENCE TEST REPO T :FTL 8717,8988 8970 T No,50705 tSA111' 'ar::: D"B1%1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI OF r(/ MVENICE,FL34275 _ "t OR '\�'� (941�0.f6� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: i S' IL1 ` 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FORAAMA EXTRUDER CODE. A.LYNN MILLER PIE. S d F. seam. SAeet' Oraulrtg No. Rar. 2)ITEMS#0-113.15,24.28.29,34.3%61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P..E#58708 ttEGISTRAnoN#28298 SH-5500. NTS 12 OF 13 MD-SH5500-01 C OPT.SWEEP LOCK 46 48 OPT..AUTO LOCK 18 47 20 67 OR 58 m48 � fff 45 1 p 55 86 i • OPT.PULL RAIL 22 .'\ 82 ORO 19 INTERLOCK& \ COVER 68 ® p 87 35 OPT, 1 '`•�\• BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 1E o &COV.ER 18 FRAME WELDS •`•.�. • •., 64 72 X4 `•�,1 ' �., 16 69 50 80 ORS ........... 14 �,. SCREEN AT'1A� 49 ` 60 OPT.PULLHANDLE ASSEMBLY _ 64 WfTH LATCH DETAILS 41 CONSTANT FORCE `+,\`\ 66 16 82 OR 83 ✓! :' OR BALANCE 40 R 4342 43 SPIRAL BALANCE OPT. 63 67 \;..�, 1 76 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS. - 66 ; 36 DETAILS \ \ EXTERIOR �� �. `• 53 LJ 59V�f '•4 A . PRODUCTeREVISED 5 ,`•�, -- f•lr•,� --`�1CHE5 70 Sq�NCE �3 oul g lain with the Florida Now-No. 20-0401.03 AS ®" `�� ��':(LYN/�r��'��'�i Ex Iratlon Dato 7/3�0/2025 DETAILS �t;• '��cErieF',l� C)NO CHANGES THIS SHEET. Er p ` 2; AK-03/10/20 Mlam ada Pradaof so trot \ \ \ No.58705 �c DescrfpHon. am EXTERIOR�'� = 1070TECHNOLGGYDRm EXPLODED ASSEMBLY J ROSOWSKI NOTES: `''` %'�0•'• 0 r••C(/� N.VENICE.FL34275 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ~� tCsDaft ''•�<ORIDP,.•'GtC��� (041pisma° SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 - 3)FOR REN FOR EL FRAME PES,SEE DETAILSN SHEETOTHER S 6&7PESAPPLY. ��7ijS�ONAL � Serim/�fodN: Scv(a sMaM 0m trtg Na Rer. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A ILNNN MILl��t,P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 C P.E.f15B705 REGISTRATIONa«MW