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HomeMy WebLinkAboutproduct approval (2) ��Ffle Copy ECEIVED 0FEB 1RE2VdIEV 2021 ODE COMPLIANCE Permitting bwpartment a. .:• �+ It Lucie Count,, M IAM I•DAD 1 ■ �VCIE COUNTY MIAMI—DADE COUNTY,FLORIDA °dY bd1A111111 r B O C � PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/building 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"SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: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., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 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 and renews NOA No. 17-0630.05 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. rt�artFoc�nt coutvtY NOA No.20-0401.03 Expiration Date: July 30,2025 Approval Date:July 23,2020 T7116/20 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13, dated 05115115,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, Duraseal®spacer system, Super Spacer®NXTrm spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-8717,FTL-8968 and FTL-8970, dated 11/16/15,06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) Manuel Perez,P.E. Product Control Ex in r NOA No.20- 01.0 Expiration Date: July 30 55 Approval Date:July 23,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONr1NUED) 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 5t1 Edition (2014) and FBC 61h 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. 16-0 714.03) 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 Sebtis (Submitted under NOA No. 15-0519.05) Manuel PeretzP.E. Product Control Exar NOA No.20-03 Expiration Date: July 305 Approval Date:July 23,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBNIITTED UNDER PREVIOUS NOA's(corrrmm) 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 SUBNHTTED A. DRAWINGS 1. Drawing No.NM-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 Dowsi1791 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) FTL-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 71h 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 (CONTINUED) 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 SentryGlas®XtraTM (SGX1119 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 6th Edition (2017) and the FBC 7'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 Ez n r NOA No.20- 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-4 ANCHORAGE EXAMPLE.FOR 28.1/8"MAX.D.C. m// ' ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP ' ` 54"MAX,BUCK WIDTHMAX. FORARCH-TOP VARIES PER REINFORCEMENT LARGE.&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS B-7 IMPACT RESISTANT FOR ALL FRAME SEAM _� 30' 12"MAX. WINDOWTYPES) WINDOWTYPES) 0,SEEMAX.O.C.SHEETS ' 52.1)B"MAX.BUCK WIDTH "MAX.FROM I 'SEE SHEETSr (�' 1.114" B,SEE 30'MAX.O.C. S(EEET3 FIXED VISIB1�' RAME SEAM SM0.SEEEET4 I B&9 1 SHEET 3 12"MAX' LIGHT WIDTH T111 s A,SEEEET3� 12'MAX. S EE73�—S.SEE 30'MAX.O.C.- + 12'MAX. SMEET4 I FIXED / EQUALLY / VISIBLE �— A SEE SPACED LIGHT 1T•718•MAX.O.C, SNEET3 / / EQUALLY 17.7/6'MAX.O,C, ANCHORSPEA SPACED J_ TABLES.9.1, /HEIGHT —� EQUALLY ANCHORS PER O / Q / 91.76" SPACED Jr 17-7/8"MAX.O C. / TABLES 9.11 MAX, ANCHORSPER) 0 / 6� O BUCK 84" BUCK TABLES9.111 HEIGHT MA X• HEIGHT T MAX. T' BUCK AS SHOWN 10-MAX.O.C. BUCK 10'MAX.O.C. ID"MAX.I0.0 x HEIGHT X Q x 4 . y HEIGHT x_ Q (91.78' J—L 1 MAX.) / 13.3/4"MAX.O.C. SASH 13.3/4`MAX.O.C. EQUALLY EQUALLY 13.3/4'MAX,O.C. EQUALLY _ _ SPACED �_ SPACED VISIBLE 1�CHORSPER LIGHT _ SPACED -- SEE STABLES 9�11 ./ STABLES XII / HEIGHT �TABLESP9.7 - SHEETS / Al IA B89 C '8.12'MAX 8.12'MAX. .6.112'MAX. __NO ANCHORSGT SILL L NOANCHORSATSILL I OA CHORSATSI 8,�, ``I� Br, I 8.�.• D•�•-- 1.1/4' —SEESILLWEEP- SEESILL WEEP• SEE SILL WEEP• SEE SILL WEEP• SASH VISIBLE 54'.MAX.BUCK DTH NOTCH DETAILS, NgiDH DETAILS, +- 54`MAX.BUCK WIDTF( - NOTCH DETAILS, LIGHT WIDTH NOTCH DETAIL6, 6NEET4 SHEET 3 SHEET 3 SHEET 3 ELEVATION FOR 7YP,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 ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-CITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES;SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGH SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) ------ - --- 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 ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3Q'IN THE HVH4 THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS.........................................................1 3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI.DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 A$TM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGIBOX.o..3 4)ALL WOOD BUCKS LESS THAN 1.12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION.INTEGRAL FIN&J•CHANNEL.4 DEPICTED AS'2X ARE 1.12"THICK OR GREATER.IX ANO.2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES..............:........:...:...............0.7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALLBESEYOND WALL DRESSING OR STUCCO.USEANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES.........................................8-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. EXTRUSION PROFILES........................................11 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FL46H TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST...................................12,13 7)DESIGN PRESSURES: CODES/STANDARDS USED: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El300. •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION B)THE ANCHORAGE METHODSSHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE HAS NOT BEEN.ASTM E1300.09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER .ANSI/AF&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,AOM-2016 as complying with the Florida 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. .AISI 8100.16 Building Code 1.0)REFERENCES;TEST REPORTS FTL•79S4&7966;ELCO ULTRACON NON DEWALT ULTRACON+NOA;ELCO/DEWALT CRETEFLEX NOA;ELCO/DEWALTAGGRE-GATOR•NOA;ENERGI WINDOW AND .AISC 360.16 NOA-No. 20-0401.03 DOOR PROFILES;LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NON$; Ex Iratlon Dato� 7/30/2025 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL �1 /� RavWlon: 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ���A ptaY,LYNN4.1't"' C)UPDATED TO FBC 2020, 13 s USER INSTRUCTIONS: ��� ''LICENSE REVISED ANCHOR TYPE TABLE. Mlam Dade Product-co trol 1)DETERMINETHESITESPECIFIC,WINDOWOPENING'SDESIGNPRESSUREREQUIREMENTFROMASCE7. �� •.� AK-03/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS, _ No.56705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = >ti= DexRpSon: acm W. PRESSURE FROM TABLES 4.6.IT MUST EQUAL OR EXCEED THE DESIGN PRESSUREREQUIREMENT FOR THE WINDOW =-p Y7�30 � 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. r!lN.70T CH FL34276 4)DETERMINE THEANCHOR QUANTITY FROM TABLES 9.11.VERIFY THEANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR '.�Q''•, �� O4t•.. YOUROPENING'SCONDITIONFROMTABLES2OR3,ANDTHATALLMIN.REQUIREMENTSFROMTHISSHEET-SETAREMET. �� ''•,A' RI ;,. ' ��`� (941)4MI800 SINGLE HUNG WINDOW INSTALLION-LM 05/15/15 6)INSTALL AS PER SHEET 3 FOR THRU•FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i s .„ G�% NOTE:DES IGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE. /S/ANAL EN`` Sarlv/Yodal•' Scda: SAe.o Drawing No. Rm: INTEGRAL FIN OR EQUAL.LEG/BOX). X'ARMIL66R�P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 C P.E958705 REGISTRATION029M TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame Glass Frame Frame Type Description(Listed from Exterior to InteHan Types Options Configs' Shapes Installation Options that maybe used YP Tablo tt sheet tt (see Flg B) (see Table 1) (see Flg A) (see FIg C) 5 718,Laminated I.G.:1/B'A Extedor Cap+7/16'Air Space+5/16'laminated;(2)Utes of 1/8•A Glass with.690•PVB Inledayer 4,5 6 6 7/8'Laminated I.G.:1/8'T Extedor COP+7/16"Air Space+6/16'Laminated;(2)Liles of 118"A Glass Wth:090'PVB Inledayer 4,6 6 ....Into 2X Woad FmmetBuckstdp•sheet 3,option 1 7 7/8'Laminated I.G.:3/18'A Extedor Ce'p+318'Air Space+5/18"Laminated:(2)Liles of 1/8•A Glees with.090'PVB Inlede or 4 6 6 Flange Equal-Lite, SquarelRect., Through the frame....Into Concrete/CMU-sheet 3,option 2 •B 7/8"Laminated I.G.:3118°t Ezta (tt2) 5•i6 OdeVProNew Arch Top& of the window...... •,,,Imugh 1X'Buckstdp Into Concrele/CMU-sheet 3,option 3 dor Cup 3/8'Alr Space+5/76`Laminated;(2)Utes of 1/B'A Glass with,090•PVB Inledayer 4,6 6 8 Cottage Radius Top 9 718"Laminated I.G.:118"A Exterior Cap+7/18'Air Space+5116'Laminated;(2)Litas of 1/8'H Glass with.090"SG Inledayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8'Lamihated I.G.;1/B"T Exterior Cap+7116'Air Space+5116'Laminated;(2)Liles of 1/8"H Glass with.090•SG Inledayer 7 7 ....Into 2X Wood Frarrle/Buckstdp•sheet 3,option.l Box/ Equal-Lite, Square/Rec(., 11 7/e"Laminated I.G.:3/16'A Exterior Cap+3/8'Air Space+5116'Laminated;(2)Utes of 1/8'H Oloss with.090'SG Inledayer 7 7 Through the frame....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 5.18 O&Cottage Aroh Top 8 of the window...... ....through 1X Buckstd 12 7/8'Laminated I.G.:3118`T Exterior Cap t 316"Air Space+5118'Laminated;(2)Liles of 1/8'H Glees vAth.080'SO Inledayer 7 7 (ttb) &Caltege Radius-Tap p Into Concrete/CMU-sheet 3,option 3 13 716"Laminated I.G.:118'A Exterior Cep+5/16'Air Space+7116"Laminated;(2)Utes of 3/1B"A Gloss with.090'SG Inledayer 8 7 ,,..Into Metal-sheet 3,option 4 14 Vir Laminated I.G.:1/8'T Extedor Cep+5/16'Air Space+7116'Laminated;(2)Litas of 3118'A Glass with.090'SG Inledayor 8 7 [Integral ugh the :Into 2X Woad Fmme/Buckstdp-sheet 4,option 5 15 7/6"Leminaled I.G.:3/16"A Exterior Cap+1/4'AIr Space+7/16"Laminated;(2)Utes of3/18`A Glass w8h.090'SG Intedayer 7 7 J-Channel Equal-Ute, Square/Raet., fin...... ,,,.Into Metal-sheet 4,option 7 16 718"Laminated l.G.:3116'T EztedorCap+1/4'Air Space'+7116'Laminated;(2)Utes of 3116"A Glass with.090"SG Inlodayer 7 7 (#1) 5+8 Oa Cotta♦ew ArchTop p ugh the frame....Into 2X Wood FramelBuckstdp-sheet 4,option B 8 Cotage Redius•TopTABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME e vAndow...... ....Into Metal-sheet'4,option 8 OLAS6 TYPES 8,.7,9,11,13 ugh the ....Into 2XWood Frame/Buckstdp-sheet 4,option 5 Grou Anehor Substrata Mln.Edge. Min. &15 MAY NOT BE USED IN Equal-Ute, Square/Rect., ral fin......p Distance Embedmenr THE HVHZ ABOVE 30'. Integral Fin ....Into Metal-sheet 4,option 7 5-8 Odel/Prodew Arch•TopBou era ne( =0, 55) 7/6 - B ( ) &Cottage RadiusTop ugh the frame....Into 2X Wood FremelBuchslrlp-sheet 4,option 8 ttl, SMS Sleet,A30• 3/8" 0.050" of the window....... ,,,,Into Metal-sheet 4,option B (steel,0 B. .) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Go.) THREADSMIN.OF 3 FIGURE B:FRAME TYPES or 410 B.S.)A Aluminum 6063-TW 3/8" 0.050" BEYOND THE FIGURE A:FRAME CONFIGURATIONS 3/16"steel Ultreconor P.T.Southern Pine(SG=0.65) 7118" 1.318" METAL. O O 'A"-ANNEALED Ultracon+ Concrete(min.3 ksl) 1" 1-31g" SUBSTRATE. T"a TEMPER�N07HFJJED 3/16' test Ultracon Ungmuted'CMU,(ASTM G90) 2-1/2" 1-1/4" /r/ �v 'PVB"-.090"TROSIFOL®PVB 3115"•steel Ultmcon+ Un routed CMU,(ASTM C-9D) 1" 1.1/4" "UNGROUTED �� BY KURARAY AMERICA,INC. 9 CMU'VALUES P,T,Southem Plno(SG-0.55) 9116, 1.316, MAY BE USED J•CHANNEL INTEGRAL FIN _ ql, SMS Steel,A361 3/8" 0.050" FOR GROUTED SSG. INTERLAY RYBY KURARAY GLASP (steel,1B-B S.B. oT4109.S.) Steei Slud,A653 Gr.33', 3/8" 0.0451"(18 Ga.) CMU Y/ TO AMERICA,INC. Aluminum.6063-W 31&' O.OB3" APPLICATIONS. B 1/4"sleet Ultracon or P.T.Southern Pine(SG-0.55) 1" 1.3/8" EQUAL-LITE ORIEL COTTAGE Ultrabon+ 1/4"steel CreteBex P.T.Southern Pine(SG=0,65) 1" 1.3/B" FIGURE C:FRAME SHAPES FLANGE BO%OR EOUAL•LEG 1/4"steel Aggre Galar P,T,South-am Pine(SG=0,55) 1" 1.318" --►I BUCK WIDTH ---I BUCK WIDTH- ►{BUCK WIDTHI•-- Concrete(min.2.B5'kei) 1" 1.914" T 1/4"steel Ullrecon I T T eetScrl M2 Fr 120 F" Ungrouled CMU,(ASTM G90) 2-1/2' 1-1/4" T T C Concrete(min.3 kel) 1.3116" 11vN' Steel Screw 92 MIkill 95 s] 1/4"steal Ullrecon+ Ungmuled CMU,(ASTM G90) 1" 1-114" W // 7' 18�Screw 60 ksi 95 ksl 1/4"steel Creteflox Concrete(min.3.35 kel) I.l 1.314" x x - 0 _ 410 screw 90 kal 110 kel 1/4"steel Ultrecen Concrete(min.2.85 ksi) 2-1/z' 13/4" 5d M Y. ro Elea/DeWellAggra-Gatol4D 57 kel 06 kal 1/4"steel(lltmcon+ Concrete(min.3 kal) 2-1/2" 1.3/4" m �j = Elco UltraCoal) 155 ksl 177 kal 1/4"atest Ultmcon+ Ungmuted CMU,(ASTM G90) 2-112' 1.1/4" 311T DeWalt UItmCon+® 117 kal 164 ksl O Concrete(min.3.35 ks4 2-1/2" 1-3/4" -+- 1 J�- 1/4"DeWall UltraCon+G 148 kal 164 ksl 1/4"steal Creteflez RECTANGULAR RAOIUS•TOP ARCH -TOP CMU,(ASTM G9D) z-v •TOP z' 1-1/4" 410 SS ElcdDewall CraloFlez® 127.4 kel 1e9.7 kill PRODUCT REVISED Concrete min.3.276 sl 1.1/2' -318' .WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED,SHAPES MAY BE USED 606345 A uminum 16 Jell 22 kel 1/4"steel Aggre-0elor BY INSCRIBING THE SHAPE IN A SLOCKAND OBTAINING DESIGN PRESSURES A38 Ste 36 ksl 5B kal as complying with the Florida Grouted CMU,(ASTM G90 Z. 2" Building Code TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. Gl.33 Steel Stud 33 kal 45 kal NOA-No. RO-0401.03 Min.Edge Min. % ; r ReNalonr Ex fratlon Date- 7130/2025 Group Anchor Substrate Distance Fanbedment' ��� �4Y O Nly '/i 0...••...... C)REVISED ANCHOR TYPE By: GLtu E 2.112'x.131"Common Neil P.T.Soulhem Pine(SG--.55) 3/6' 2.7116' �''' •ct`^� TABLE. Miam Dado ProducA•Go trot 2.1/2"Ring-shank Roaring Nell P.T.Southern Pine(SG=.55) 318" 2.7116' P.T.Southern Pine(SG-.55) 1/2" 1.318" �� No.58705 AK-03/10/20 tt10 Trusshend SMS fr= Aluminum,6083-TS• 318" 0.050' ; _ paMpgaa; Omm, (steel,18•80.5. steel sled,Gr.33• 318' 0.0451'(18 Ga.) o' s trz 107o TECHNOLOGY DRIVE GLASS/ANCHO,RS/FRAME OPTIONS J ROSOW$KI «ato s.s:) F Steel,A30' 31B' 0.050" 'MIN.OF 3 �• Il! N.VENICE,FL34276 P.T.Southern Pine(SG=.55) 9110' 1.318" THREADS �X" F �� (B41}486.1800 7N0. Gala: tt125MS BEYOND THE iC� ''•.LoRIDI;,••' \�` (start,le-e S.S. Aluminum, lemell3 ud863� SIB' O.OBO" METAL �'' .�[Q�NAL E�G`� SINGLE HUNG WINDOW I�NSTALLATI00N�-NLM 05/15R15 a 470 S.S.) Steal,A3B' 3/B' 0.050" SUBSTRATE: A.LWA MII.L�R,P.E FEtt6e705 REGISTRATIONx292es SH-5500 NTS 2 OF 13 MD-SH5500-01 C INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND IX OPTION 1 DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP'INTO CONCRETEICMU. �F- EDGE DISTANCE SEE NOTE 2,THIS SHEET,ANCHORED THROUGH EMBEDMENT EMBEDMENT FRAME INTO C WOOD 1/4•MAX SHIM I •--r- FRAME OR BUCKSTRIP. 16 1/4"MAX SHIM —►I I t SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE I ~ FLANGE FRAME j j EDGE •:,°` �� 18 LIGHT WIDTH 77 ,'• EDGE �_L DISTANCE SHOWN DISTANCE •� 44 BALANCE �1/4"MAX TYPE VARIES •• TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH •! TYPE, EDGE 30 0 EMBEDMENTAND WEIGHT EMBEDMENT 2 TYP.ANCHOR TYPE, ••� AND EDGE EMBEDMENTAND EDGE DISTANCE PER ��InI DISTANCE PER SUBSTRATE, DISTANCE PER a 31 EDGE SUBSTRATE, O18 SEE TABLE 2,SF{EET2. SEE TABLE2,SHEET2, EXTERIOR ' DISTANCE SEE TABLE 2. _— — B7 4 a SHEET 2. FIXED 18 201 OPT.SASH TO ••• •• o FIXED VISIBLE VISIBLE J LIFT RAIL F FLANGE I 2 LIGHT WIDE I EQUAL LIGHT FRAME HEIGHT FORALL WINDOWS: NOTES; SHOWN f BUCK WIDTH LFRAME + 1 ANCHOR @ 3.55' SHOWN -1_ 49 48 HORIZONTAL SECTION FROM END AND AT 1)USEONLY O p 21 CENTER, SUBSTRATE-APPROPRIATE II 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 U OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENTAND DADE APPROVED MULLION,FBC COMPLIANTALUMINUWSTEEL FRAMING OR STEEL STUD. 0 Q ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 45 46 47 SCREWS @164118• INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE.OFHE FOR WINDOWS WITH WINDOW. 1/4'MAX BOTTOM LOCKS; SHIM BUCK 60 O 16 2)MASONRY ANCHORS MAY BE M10 OR RI STEEL 114"MAX, HEIGHT ADD ADDITIONAL @ 8NAL SELF DRILLING SEE SCREWS®8.318" USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE � SHIM 86 30 � FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2. ❑[� THAN 1.1/2"THICKARETOBE BASH CONSIDERED 1X INSTALLATIONS.1X SHEET-2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE,WOOD BUCKS 18 DEPICTED AS 2X ARE 1-12-THICK' OPT. 86 USE EITHER (W GREATER.1X AND E BUCKS ]NG R�^ 85 LATCH OR (WHEN USED)SHALL BE DESIGNEDIILJII (2)1" 81 30 84 BOTTOM LOCK, TO PROPERLY TRANSFER LOADS.TO a EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE,WOOD BUCK LEGIBOX WEEP 80 PROMASHE D. RESPONLOCATION:6-61W DESIGN�DILITYOF THE ENGINEER ON IS THE, SHOWN NOTCHES AT EACH END. OR ARCHITECT OF RECORD. EXTERIOR B 88 3)VISIBLE 41GHT WIDTH ORHEIGHT INSTALLATION fT_ INSTALLATION PRODUCT REVISED (ALSO REFERRED TO AS DAYLIGHT V e7 OPTION 4 OPTION 4 OPENING)IS MEASURED FROM. as complying with the Florida FRAME HOWN �Q 1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code 0 11111 I I I I I FRAME INTO.METAL FRAME INTO METAL NOA-No. 20-0401.03 �OkV L NN/IJ�/��4 ReMebn:, Ex Irstlon Data1 VI 012025 .2?'XWEEP 1o2 NO ANCHORS :�.�. '�1c�NSF'.{(�, C)NO CHANGES THIS SHEET, Br• Mlem Dado Produ -Go tral WICOVER@ ! REQUIRED IN VISIBLE LIGHT FORMULAS Q,, '•.�'__ AK-03/10/20 `� 2.87'FROM 3B .�� �'• ••"• FLANGE OR No.5070.5 =_ EACH END. '•'! ,„ ', EQUAL-LEG FRAME SILLS @�SA�SH:BUCK WIDTH•8.12• �-0:a � ® llaeeAptlon: Omxn BY% @ FIXED LITE:BUCK WIDTH-4.3/8' 1.WO TECHNOLOGY DRA/E FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI %O N•, . S TE [u�: VENICE l.34276 HEIGHT VERTICAL SECTION B-B BUCK HEI HEIGHT/2 L3-15116. ��i��s ''"rORID,h,,•'G\?� (641r180-1600 Tttle: Dafe: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ''',6/OI NA1100``` Sor/es/etoarl: scwl9: Shaeo amslnp Ho. Rav A LYNN MILLER,P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 C IL P.EN58705 REGISTRATION412M 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 SUCKSTRIP.SEE INTO 2X WOOD FRAME OR -- -�I NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE ANCHORED THRCIUGH INTEGRAL I-- EMBEDMENT a FIN INTO 2X WOOD FRAME OR ►— 114"MAX SHIM BUCK-STRIP.BE E NOTE 2,THIS EDGE DISTANCE 16 1!4'MAX SHIM SHEIET• TYP.ANCHOR TYPE, SASH VISIBLE J.CHANNEL EMBEDMENT AND EDGE D 18 LIGHT WIDTH 17 a FRAME 1 DISTANCE PER SUBSTRATE• SHOWN 1 SEE TABLE 2,SHEET 2. o (SCREW SHOWN) SAL LNCE EK46EDMENT A }T TYPE VARIES a� OQ I_114°MAX SHIM 42 WITH SASHEDGE e TYP.ANCHOR TYPE, DISTANCE WEIGHT 64 30 EMBEDMENT PERSUBSTR JL— _ 31 O (� DISTANCE 3.SHEESTRATE, I(^JI SEE TABLE N SHEET 2. EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) o n B7. INTEGRAL EMBEDMENT AND EDGE �J DISTANCE PER SUBSTRATE, 0 FIXED VISIBLE 3 FIN FIXED' 19 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFTRAIL J-CHANNEL 1 SHOWN (NAILSHOWN) LIGHT FRAME HEIGHT FORALLWINDOWS; NOTES; SHOWN 1 ANCHOR Q°3.55- BUCK WIDTH 49 D FROM ENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. .SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 .0 ADDADOITIONAL ANO EDGE-DISTANCE LIMITS.ANY 1/4 SN M MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 45 4B 47 SCREWS @16-�118" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MULLION FOR WINDOWS WITH WINDOW, BUCK BOTTOM LOCKS: p10 OR#12 STEEL 114'MAX. HEIGHT 50 O 18 ADD ADDITIONAL 2)MASONRYANCNORSMAYBE SELF•DRILLING SHIM SCREWS Q 8.3/8" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 86 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2'8 3, SASH CONSIDERED1X INSTALLATIONS. E TO BE SHEET2. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS2X ARE 1.1/2"THICK OPT. 86 18 LOCK(SHEET-3)OR BOTTOM . OR GREATER.1X AND 2X BUCKS Q o Q 85 (WHEN USED)SHALL BE DESIGNED (2)1" 81 30 g3 TESTED UNIT TO'PRQPERLY TRANSFER LOADS FIN AND/OR INTERIOR 31 LOCATION:6.518" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED IN-FIELD WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE NOTCHESAT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o EACH ENO. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN o REQUIRED IN FRAME EXTERIOR INSTALLATION T (� SILLS IF UGH FRAME. 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION �n� PRODUCT REVISED THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 V OPTION 8 OPENING)IS MEASURED-FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL as complying with the Florida 1/q ( Building Cc INTEGRALFIN BEADING TO BEADING. FRAME SHOWN SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) NOA-No. 20-0407.03 0 1111111 _ LYJ 2r X 1.25"wEWHOLE ---777--- `.``��O�Y...... �''iy C)REVISED DADE•MULLION a IratlonDate: 7/30/2025 38 W/COVER®2.07' } t,.•'''y10ENSF.,(� i Yt FROM EACH END, I `t;' •F NOTE. Mlom Dodo Produe-G trot I Q VISIBLE LIGHT FORMULAS p f TYP.ANCI PR TYPE, _=T;/' No.�e>05 AK-03/10/20 EMBEDMENTYLND.EDGE EDGE DISTANCE YJ10T}4 — : �'r- DISTANCE PER SUBSTRATE, QSASH:BUCK WIDTH-6.12' --O DO' 6on ata�n�' SEE TABLE 3,SHEEr 2. —il EMBEDMENT (pI FIXED LITE:SUCK WIDTH =;0., 13 D �; 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKf SCREU SHOWN) O� S qrF F ,� N.VENICE,FL 34275 ( HEIGHT(EQUAL-LITE) �~ f> �� iltla: Data: INSTALLATION OPTIONS VERTICAL SECTION D-D BucKHelcilrn•3.15/16• %Fs'''•<........ ''��;�� (Ba1}4801800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THRCIIGH INTEGRAL FIN G` INTO RED THR PRAMS OR BUCK- '�'� NA1LI IGN��` �wnyod�; Scala: ST°°t: Om�(np Na. R°r STRIP.SEE N01E 2,THIS SHEET. A.LYNN MlUER,P.E SH-5500. NT$ 4 OF'13 MD-SH5500-01 C P.E.N 58705 REGISTRATION A28286 -�•{ 7/8"NOM. 718"NOM. 718'NOM. 7/8"NOM., 7/8"NOM. �-• 5/16"A/A PV8 I I 5/16"A/A PVB I 5116"A/A PVB I 5116"A/A PVB I 5/16"H/H SG 7116"AIR SPACE .7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3f16"T GLASS 1f8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 4 EXTERIO 7a79 78.79 7a78 a79 i 7a79 GLASS TYPE 5 GLASS TYPE 6• GLASS TYPE 7 GLASS TYPE 8. GLASS TYPE 9 •-� 7/8"NOM. 7/8"NOM. 7/8'NOM. 718"NOM. -+I 7/6"NOM. �+-• 6116"H/H SG I I 5/16"H/H SG I I 6/16"H/H Sp I 7/16"ALIA SG I 7N6"A/A SG I I 7/16"AIR SPACE 3/8"AIR SPACE 316,AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3'116"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T.GLASS C]EXTERIOR < ]EXT RIOR �EXTERIOR C]EXTERIOR C]EXTERIOR 7a70 ♦ 7a79 '8 LEM e—EK1 8 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —•►I 7/8'NOM. 718•NOM. �- 7/16"A/A SG I 7/16"A/A SG 112,NOM.GLASS GLASS TYPES 9 THROUGH 114"AIR SPACE 1/4"AIR SPACE 78 78 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS 72 74 •INTEGRAL FIN FRAMES a EXTERIOR �' GJ' 7ERIOR ' GLASS TYPES 6,7,9,111 13 BE USED IN 7679 7a7D 31 816 MAY NOT' EXTERIOR 76 THE HVHZABOVE3V. PRODUCT REVISED • ascom d llnB od Pl ng with the Florida GLASS TYPE 15 GLASS TYPE 16 Bul0 .,A-No. 20-0401.03 38 Ex IratIon Data 7/30/2025 C)NO CHANGES THIS SHEET. By, �s :' '•• AK-03/10/20 Mlam Dode Produef-a Oral • %' ,• GLAZING NOTES: .' Na.56T05 -4 "A'•ANNEALED G/�� * _ OesalP6on, TYP.GLAZING DETAIL 'Fi=HEAT STRENGTHENED =v i D_ III 0TECHNOLOGYDRIVE GLAZING DETAILS J ROSOWSKI T" TEMPERED • N.VENICE.FL 34276 'PVB"-.090"TROSIFOL PVB BY KURARAYAMERICA,INC. �O^'., S (vim fir; Data: 'SG"-.090"SENTRYGLAbPBYKURARAYAMERICA,INC. i �s'•.FLORIDr.:;G\=�` Imo' 0.7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1,SHEET 2. ��/�s/ONAL G���� Serfe%NodeL• Scalar 's7ieet: Dmdrg Na Rrr. AL/�rIAMILA,P.E SH-5500 NTS 5 OF"13 MD—SH5500-01 C P.EMti8705 REGISTRATIONf1MM ABLE 4: BLE 6• GI-TIP. Bottom s.lh TABLE 6: Clm7 . Design Ihslft2 1 D..ogbn bltlwn eorhllu0nf Cl.b Dealpn Pressure,l6sAe 19 tyros Design Proasuro,lbs/IP 6,5,765rw Rolnr.uY.l �q� lpi iu M) .mn K wpNlml 6,7&1 RI+/•60A °tO48 SLR +65.0/-70.0 23,0 Eq0 m 11.39r .6aa •780 .m0 •m0 rt.lnl.Local f7.lnt LOwI RI Fa1.1 Wdd.we.e.n Ilan SI.Muo Comp' 11A17.15A70 .53.0 •m0 4-0 •7M0 R2 F.1G2111n ..11 d-aM. sum 20 Egri.l. 11.6m-IIAl6 140 •780 1m.0 -70.0 ' SEE TABLE 9,SHEET 8 FOR fi1.n1W Pry.a. 11�77.11.m2 .m0 •7ao .83A -70.0 SEE TABLE 10,SHEET FOR ANCHOR GROUP AND QUANTITY. T.Im1 27.617.21280 1610 •70.0 .510 •m.o ANCHOR GROUP AND QUANTITY. 61mi0W r.91up 20.535.21510 0&0 •70.0 .65,0 •m0' 31X5 Eq"I. I7J17.20AR .m0 .70.0 .05.0 .m0 61a1Nd PMVea u.317.17,518 .m.0 •70.0 4810 •10A 0 6a m Im".14.010 .a10 •70.0 463.0 •m0 c Meal 27.503.31A11 4070 •70A 4010 •10.0 Colwn 6w 20.617.27J02 .6501 40.0 .05.0 •70.0 Slgdud Cmupb 23.517.25315 465.0 -10.0 .65.0 -70.0 11 Egn1s16 2aa17.72JIa .650 •100 .810 •70.0 HEADER etdPmM.' 11.a1r•2a,01D .d5.0 .70.0 .05.0 •m0 HEADER mda ' C 0.as. 14417'•17.015 .mA •m0 4M.0 -m0 23 sl.nnl n,3n.1..m5 .m0 .70.0 .me -me 23 T.1m1 klis.3.35.971 1610 .70.0 453.0 40.0 0 awN dCoop 2a617•31352 700 •70.0 .05.0 •70.0 Egemm 20.517.28110 .050 a6.0 .63A .70.0 11 61wsdP.A- 11.517.20A19 165A •70A 4610 .70.0 OMEETING RAIL culdnen. 1eJ¢.n.6tO .610 aao' .m.0 aao MEETING RAIL 26 Cielol06u. Mal?.14JIa .00D •70.0 .aao 41, a �^ 8b.m.l 11.377•uew .GSA .70.0 187.0 •7a0 27 d ' 6161.=Coluo. 26.G17.37.207 .60.0 •0.0 .65,0 •00 fl• Eq."t. 23.517.20610 .05.0 .70.0 4m.0 •780 v 0 0 23 C.1mmSip 7Afilr-23.510 .OaC 40A 4010 .70.0 23 JAMB i5.Gi5 alu mp.j. 1L5n.2mals .m0 Ma •aao aao JAMB 21 t SASH cNlmlam@ uJ11.v.51G .Gas -70.0 .aao -7a0 0 SASH HEIGHT ColanSIN Man•14.510 1e50 .70.0 .55.0 .70.9 HEIGHT 6t.d011 11.371.12410 4010 •10A 4610 •70.0 TOM 30.621.01.044 161D •70.0 •09.0 •10.0 Sh CMUP 3I.W-2015 .m0 .7so .810 •10.0 egaNl. 2651/41.610 .650 -Too i65A -70.023 emddP51.. 2161T.25510 .m0 4q.0 05.0 •780 23 82 Cuflem6w 20.511.2321a .510 -70.0 .0.0 •me 31LL eNlonsu. 1?s1?.2nalo .510 •700 .050 •70.0 SILL CNlom Eli. 14.51/.umo .010 .70.0 .m.0 40.1 Mlem 5la. 13.01?.11.510 103.0 •70.0 .04.9 47.3 6t0ds11 IL06..13A10 405,0 •70.0 .65.0 �1 7.4.1 1 39.617.41Au 4650 1•70.0 .65.0 •m0 Cmmm 6w ua17.39JIG 4m0 1.710 •m.o •74o Epulst. 3"iyam la .mA •70.0 •a&o 4ao 7e Ml.m sus 32517•25J10 1554 •too .m.0 •70.0 6WdtNPovArn 29.51742510 .m0 •70A 1m.0 -1a0 SECTION DETAIL FOR WINDOWS WITH cmlmnew 20517.29J15 4m0 a0.0 163.0 47.3 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 6,6.7&8 sronnl 21Ja.•25.515 1ma •753 18.0 48a LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&B (REINFORCEMENTS SHOWN IN FIGURES ABOVE e¢louu 38.61r-.1AN 15&0 •70.0 .Q5.0 •10.0 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& u ta5l.mew 15.517.3851a 4550 •70.0 .05.6 U..3 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 6latdsdPlMnY 33504.23.615 Imo aao .53.0 me CONFIGURATIONS} naa L1e.1 41.011 .010 .70.0 .as.0 4aa PRODUCT REVISED SEE TABLE 10.SHEET 9 FOR ANCHOR GROUPAND QUANTITY. afi eo7nplying with the Florida ou NIDA- "MIN.SASH HEIGHT-WINDOW BUCK HEIGHT-50.138 no Code (APPLIES TO ANY HEIGHT 91.78" OA-No. 20.0401.03 1'�1 //� Rmblon: Ex Iratlon Date: 713012025 C)SASH HEIGHT CORRECTION, etn LCEN ' AK Mlom Dade ProduOo 11roI- *; No.58705 ' NOTES: = Dexci•' 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, ; : Q ,; N' I � ORNE DES GN PRESSURE TABLES J ROSOWSKI je •F �l/ 4275 (041M80.1eW Bud: oa1� 2)FRAME DIMENSIONS ARE BUCK..SASH HEIGHT IS ASPER THE FIGURE. i�(Ps`•.r<O(ilvn•.••G���` SINGLE HUNG WINDOW INSTALLATION-LM 05(15/15 3)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �/ [O�NAL serf631/IfgdeF. SC 1W STmL• Ofo,M1g Ha Rev: ON THE TABLE. ALYt✓aMIL�d,P.. SH-5500 NTS 6 OF 13 MD-SH5500-01 C P.EAfiW06 REGISTRATIONN28298 TABLE 7: TABLE 8: IL ol.tal7po Bdlem 9nn&EefiN II.le 16 oxngm n*de SxnH Daelgn Pressure,Ibell Oloo typo 6eum 9nn 1� m&14 Dwlllell u .114do Desion Pressure lbe e .1 1 ._1 1dn 6e6 WO 10) iw �D®Wad.w weQnl 3 Ha0161nm tpb40 49 62125 54 3 14eivNW-n 1a 24 32 J6 40 40 SZ129 54 0 23.5 Eq.W,e 1143D4 •70.0•11D0 +70.0•110.0 470.0•110.0 "Do•110.0 Z1,5 Egtall. 11.3m +70A•1f0.0 470.0.110.E+roA •110.0 .70E.110.E .rao 410.0 +70.0 41E.0 -70.0•110.0 470.0•110.0 u 6dadr,4bp ICS17.15.810 N0.0 41n0 470.0 •1f0.o •70A-1100 •70.0•110.0 61.dad CAlNp. 14.517-15.e70 +.70.0 4IQa •70.0.1 too 470.E•110.o 4mo-11Q0 470.E-11Q0 +70.0•110.0 4740-110.0 470.0•I11A 28 Egd7114. 11.M.i1510 470.E 4110 47a4 4.10.0 •roA•11Q0 +rao 410A 26 E4o.3410 11.5s7.14.510 .Tao.110.0 aQ0-JJD.0 I 47Do•IJQe •7Q0•1m0 +70A 1.110.0 470.E•110A.470.0-I10.0 •70.0•IlDA eta Pmtew va77•silos MA.I1o.o -70.0 •110.0 a0.0 410.0 .Tom.m.0 13 do Wm 11AT}•1t362 •70.0•nao no.110.o +70A 410.0 .70.0 -Lima .70.0•1to.o .70.0•eo.o+10.0•110.0 +70.0.110.0 HEADER T.Ien 2150•252BO .70.0.11DA .70.0.110.E •70.0•110.0 .70.0•110.0 T.&M 21517-25388 -70Am0o-1 +T0.a•im0 470.0 4mo +70.0 •nao -nomo.o +70.0.110.0 •70.0.110.0 -70.0-11o.0 sur4ad C0oa2e 24040.21510 •70.0•110.0 nao•110.0 170.0-110.0 .TOA•110A Sm,md canoe 20o59.23310 ..raa-I0.0 •7Q.0•110.0 +rao-110.0 470.0 410.0 +720-1100 •m.0.110.0 w0.0•11D.0 +70.0•110.0 26 37.376 Equawh. I7.517.20.07 .70o 410.0 •70.0•110.9 .70A•110.0 +W.0 409.0 37.375 Evo lll. 17.617.20.957 +70.0•1101D 470.0•110.0 a0.0•110.0 a0.0•110-0 +700•1140 +roe•110.0 470.0•ItD.D•70.0.109.E SWd.dP.A- W.51s•17510 .700•110.0 +70.0 •110.0 .70.E•1t0A no.110.0 Stodsd Pmm 14517.17.61E .700•110A 471X0•11D0 4700•110.0 47M0•110.0 +raa IIQO 470.0•JIDA a0.0 410.0 +70.0•110.0 shortest 11.3Tr.14310 .70.0-110.0 +70.0 .110.E +70.0•107.0 470.E.100.E Shulest I"R-14.510 .70.0-110.0 20.0•11a0 +roA.110.E •raa .110.E+70.0•110.0 +700•11D.0 +70.0•100 +70A•1010 0 Talmt 27.503.31.011 +70.0•110.0 70.E •Dm0 +701D •111 •10.0 .BOA Tallest 27.583.31.011 4711,0-110.0 aao-110.0 .70.E 1•110.0 -70.0.110.E +7110 410.0 +70.0 •00.0 470.0 •910 .70.0 4MO O 0e4.m60. $17.2TAB2 470E•110.0 •70.0 410A .70.0•nao .70.0•1101) 0,m_ c. 2e517.215a2 .701 410.0 fee-1100 +7e.0•1100 +700•1100 +T00•nmo aao•1100 .r110:im.ToA.Imo 0 O MEETING RAIL d 6t. WCeaago 21417.10516 .70.0 410.0 a0A •11o.D .70.0•11a War o .70.0.1103 Ward Cott. 2&617.M.616 .7ao,.lm 7a.o . o.110.0 +70.0.n rao,0• a •1m.0 +Too•110,0 -70.0 410.0•70.0-110.0 •70.0-110.0 A4 Eq.aw. 20.5I7•21515 +70.0-110.0 .T0.D 4 0.0 a0.0•110.0 .70.0•110.0 44 Equa4410 20.817.23.515 +7110.110.0 470.0.110.E •10A 41D0 •700 410,01 470.0•111L0 +70.0.110.E M.O.110.E+70.0-111.1 27 0 SurdWPlMew 17.517.20516 4700.110.E f0.0 .110.0 fU.110.E .70.0.110.E -Smdaid PmJm 17.517.2.515 +70.0.110.E 470.E•110.0 .70.0•1100 .700-110.0 +MD•110.0 +70.0•1100 a0.0 4100•70.0.110.E C16bm3a. 14.517.17.516 +70.0•110.0•700•110.0 .roA•110.0 +10.0-110.0 Culanab. 14.517.17.515 •70.0-110.0 .7m0.110.E 4ro.0.110.E •ln0•IIQ0 •70A.110.E .70.E•1m.0 +To.O•11D,0 .70.0.110.0 "EPIOR Sh41tell 11AT7•14.510 .70.0•110.0 +700 410.0 •roA•m7.0 •TOA•103.0 Sholut tt.371.14.610 .70.0•110.0 470.0•110.0 .70.0•110,0 .70.0•110.D .70,0•110A +70.0•IIDA .70.0 1•107.0 .70.0.1010 O Telat 31.50.35.011 470.0•110.0 .10.0 •DQO 170.0 •910 470.0 4f0A Taw 31,5E7-35,011 +711.0•110.0 470.0•110.0 4ro,0•110.0 .To .110.E 470.E.1140 ODD 40aD +70.0 •03.0 •rao Ono 61ad.d Ua.O. M617.31.5q .70.0.IID0 a0,D 410.0 •70.0•110.0 .7D.0•110.0 SUA dG WI. 2a,517.31.5® •rao 1110.0 470.0-170.0 +ro.0•110A •70.0 .110E 4700•11a0 •70.0.110.E +70.0 410.0 +70.0 410.0 JAMB 25 E4.141e M517.20515 .7oA•1fa0 .700.110.0 r70.0•117.0 .70,E•110.0 EginHle 20517.20.416 •70e•110A Nno.110.0 .70.0•110.0 +700 •1100 4700.110.E .700 MIA .70.0.110.0 •70.0.110.0 46 Bndad RMmr 17.617.20.51e a0.0.110.E +70.0.110.E +10A•110.0 +roe•110.0 N 6t.d.d Prc0q 17.517.21.515 .70.E•110.0 +70.0•IIDA .10.E•110.0 ODD•110.0 .700.116E +Too•110.0 .70.0•1 t0.0 •10,0•110.0 E% SASH Q0bm 9tr. 71.617.17Af0 .1Qa.110.E a00•11DA 110A•110D 4MA 410.0 Culom Sl.e N51T•V.510 •rao•."IQ 170.0•110.0.7E.0•1faO .7n0 410A +rae•LIED +7Qo:EI .70.0 410.0 +roA.110.E (� HEIGHT Usb.tfilu 1261r.14.618 LTD.0.no.o a0D.10e a0A•vas .1D.0 mo.0 o.1m16u. 12317-14.610 •ro0 •110.0 .Tao 4mo •7Q0•110.0 .T(LD-110.0 .moo.11a0 •Too•1109 •700•vao +70.0.110.E SECTION DETAIL FOR stalest 11.377•i2510 ano moos•70A•vo.D •TDO 410.E .7ao.vo.D $ ShWnt 11.377.12.518 •rao•110.0 470.a•tlaa -ro.0•nao +m0 41Q0 .7ao.Imo .7ao.1mA +70.0•ItD.a+soot•no.E T.Int 3120e•37XIS +70o 410.0 +700 •69.0 .•To.E no +T0.e .90.0 Tdle.t 3120547.53E .70.0.l10.0 .rao.t1o.o •rao.110.0 4ro0 .11a0 410.0.114E .70.0 410 +7110 •10.0 +root 4nO WINDOWS WITH S1.aaudcoDpoe 2a5v.31207 470.0•110.0 +70.0.1110 .7oA•nao +100 410.E auldaaCalpe 2e.517.33207 +rao•v0.0 +70.0•nao 170.E•110a 1710 •110..0 .700-1100•.70.0•110.0 a0.0 4mo +70.0 AIDA LEVEL R3 REINFORCEMENT 25 EgOdtae 23.517.20.516 .70.E•IID.O 110.0.110.E •11.0.110.E +71.0•110.0 EgoLLNe 21617.20.510 .7n0.110.0 •7Q0.110.0 •TQO 41D0 470.E•110.0 •7s0.110.E 470.0.110.0 +700•110.0 +70.0•IIDA Calom 61xo 20.611'•23610 4790 41Q0 470E•110.0 •TD.O•110.0 +TDA•710D C4slmstm 20517.23.615 •760.110.0 +rao.110.E .Sao.110.E .70.0•110.0 470.E.110.E .7Qo•110.0 .70.E 4loo !70.0 410.E &GLASS-TYPES 9-16 48.015 6todsd ProAew 17.51T•2e61a 470.0.110.E •70A•11D0 +7Qo•110.0 +70.0-Ilom 4a025 6ladud PmA- 17.517.20.51E 4M0•110.0 •70.0•11m0 470.E•110.0 +70.0 •110.0 4ro0.110.E •T0.D•110.0 +1Q0•110.0 •10.0•1100 SILL (REINFORCEMENT$SHOWN Odom 60a 14.617•V.616 •7010.111E +700 410A •7oA 410,E •740•tmq amomsD. 14,517.1TAf0 470.0..110.E +rao 4mo+70.0.110.0 •7Qo.110.0 .rao•110.0 ao.0•110.9 +70.0 4LOA TDA AIDA IN FIGURES ABOVE APPLY C.I..Mt. Ii511•14.515 .70.0.1110 +7oA•no.0 .70.0 41o.D .Too.Woos oeloma4e u317.14.510 .ro.o.110.0 .70.0.110.0+ro.o•110.0 +rao 41n0 +700 •1100 +TaO•1mA .70A•Ito.o ?Do mo.o TO ALL CONFIGURATIONS) 9tata1l IIXT•11510 aso•110.0 +10.0.vao +TOE•110.0 470.E mo.o sll w 11.3n•Iiem .rao 410.0 .70.0•110.0 •Imo.110.0 +7ao.110.0 .70.0 •nao •70.0.1%0 170.0•1110 +TOA 410.E T4T..l 38.617-41.544 a0.0•110.0 +70.0•110.0 +TDo.1t0.0 470.E•110.0 Talest 3a.617.4com .70.0•00.0 .7ao.110.0 •70.0 410.E •70o.11D.O aao .110.E 70a•110.0••70.O•IIQA 00.0.105.7 Sted.dUhag. 315n.3&515 •70.0.119.0'470.0•110.0 •70.0.110.0 470.0•110.0 6UMidComoO 31317.31115 .70.0.110.E e11.1 4160 •71.1•111.9 +710•im0 470.0 -Jima +ro.0•110.0 +70.0•104.5 .70.0•103A EgIAW. 20.60-31.515 .rao.110.0 00.0'•110.0 •70.0•ItDA •rao•110.0 Eq.941. 20.Snat518 .rao 410.0 .70.0•Imo •70.0•1101 .70.0 •110.0 -Mg moo +nA•110.0 wq.0-107.9 •7aa.102.4 SwrAldPrm 21517.2aSIB •700.110.0 aao•ima .ion.Imo a0.0•nao sl dPmAsw 23.511•X515 .rao•v0.o •700•11m0.740•110A •roA 410.E .raa.nno .ro.o.noA aao.v0.D ao.o-foss 02 1Mlem Stu 21 Sty•2351e -700•110A •T02•1160 c0.0•110.0 •70.0•11D.0 02 Cmlamsue 20517.23,51E 4Me•110.0 mo•110.0.70.0.1100 .70.0•IIQA .70E 410.0 +TOO M0.0 +70.0•1100 .70.0•19T.0 Cmlan Wee 17.617-20.51a 470.0.110.0 •70.0•Limo 00.0•110.0 470.0•110.0 1Galom abe 17.717.10A10 .70.E.110.E 170,E.110E•10.0.110.E aD0.110.E 170.E .110.E +70.0.110.E N0.0 .110.E +TOA•109.5 1:mlomaao 14.517•f7,51a 474E 410.E +10,0 410,E +10.0 410.E •r0A NI0.0 Culom Bbe 11517.17.31E •rao•110.0 .70.0 410.0 •70.0•1100 +70.0•m0.0 Too .101E 470.E-less +70.0 •IWA .70.0.100.5 Getan Sna 11017.11119 170.E.110.E 4T0D•1 too .70A•1100 4700.110.E 0.1-Due 13A17.14A10 470.E MIA •70.0•it00 .70.E•10s2 •000:less a00 .97.1 •7aa •04A •700 104A •70.0 .04.4 shonnl 11.e54.11015 •70.0•1104 47a0•1100 470.E.110.0 +10,0.110.E sMtnl 11.1154.13.010 .I0.0•11oD •70.0-1f0.0.7Qo•102e a0.0 •a.0 -+70.0 •n.3 +rao 40.1 +70.0 •m0 •70.0 ADD T.I.1 01517.41.014 .70.E•110.0 +70.0 .110.9 +70.0•1100 +70.0 410A TmInt 3a517.mis" +roA•110.0 .700•11a0.Ro.110.E .7nD AMC •70.0 •1100 aao.110.0 +70.0.1015 .roA •0&D CIOIOm Ga. 39517.39+519 410.0•110.0 a0A 4100 .70A•1100 .70.0 410.0 Watom alto 3e.517.79.510 •7DA•110.0 +70.0•110A +roA•110.0 .70.0•JI0A 4700 •11Q0 470.E•tJOA.70.0.101.7 •70.0 415.3 Eq.Wl. U517.35510 470.0 410.0 470.0•110.0 470A•110.0'470.0•110.0 Ega.Nte 35517.3a.510 +70A•110.0 470.0-110.0 4700 •110.0 •70.0.I/Q0 +700.110.0 470.0•110.0 +70.0•10EA 170.0 ASO 75 Qalem6bo U1117-M5m +700 410.0 47Q0 414E +70.0.110.0 +70.0•110.0 76 MAI-Sla. 31517.55.610 +70.0•119.0 470.0 AIDA 47D0•110.0 +/nQ•1160 4700•1,10.0 470.0•110.0 .70.0•100.7 +70.0 412 etadud PmAew 21517.Ulld 4TQQ 41a0 .7Qo.110.E •roA•11011 170.E.110.E St.dted PmRw 21L517.=to QoD•110.0 47Q0.110,E +70A•t140 +7&C•11Q0 1ra0 .110.0 470E-CODA +70.0.101.E +70.0 4m Culomsae 23.517.29,310 470E•110A .70.0•IIaO .70.0•110.0 .70.0•110.0 nelan slu 2 1517495111 +700•110.0 .70U•1100 410A •10T.9 .700 4C24 4700 -9aA +70.0 404 +70,0 •254 •10.0 -W4 ,Shdnt 24.064.2a.510 •70.0 4100 +70o-IMA -70A,110.0.+70.0 ILEA Stat"I M.584.2eA10 +7D0.110E .70.0.110.E.70o •1040 -?DO •99.1 +ro0 •95.4 +70.0 4114 +70.0 •1Z4 .10.0 •014 Egw3u. 3as1r•41et4 •raa ato.E aa.o.n0.0 woA.Woos 47ao-t1oA Eq,.d.ne 25.sv•41.044 +m •t10.0 .7Qo•vo.a *rose .11E.o *111 1111 4roo•1111 +rao 401E.•aao •l1aT, +70.0 .at.t OLAS5TYPES.9THROUGH 54 aelemen. sssv.35We 47a.o.Woo ao.0•tteA toss•vD.o ao.E.noA a Grlambla. Ss3n:3&me 470.E•no.o +rao.110.E 47-N •Im.o .ro.A 4m.4 ano ED .rao AIQ4 •.To.E •wA ao.E aLe '16 MAY NOT BE USED WITH SWAWPmim7' 33.064.35515 •70.0 410.o •Toss•tfoA .10,E•tto.E .lao.IIoo 6t.d0dPm.4" 33.dE411.ale .rao•tlon •rao-tlo.o 470.E.Ia2e .1a.1 •07A .Tao .P13 +r0.a 40.1 *Tao aQa aao sate J•GHANNELORINTEGRAL PRODUCT REVISED e1.7e Tdcot -.41.044 •70.0•lfaa .70.E•JtD:o +70.0.110.E+70.0-110.0 91.78 T.U.l Ohm +70.1 410.E .7Qo•1.10.0.ro.o•1mE .rao •DT.o .ro.D •D33 •10.0 .Dal 1.711.0 1-Me •70.0 40.E •FIN FRAMES as oomplyIng8 with lho Florlda SEE TABLE 11,SHEET'10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 10 FOR ANCHOR GROUPANO QUANTITY. Bullding t-i 4410 "MIN.SASH HEIGHT o,WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT-WINDOW BUCK HEIGHT-60.138 1.111 111. NOA-No. 20-0401.03 (APPLIES TO ANY HEIGHT SIM OR LESS) (APPLIES TO ANY HEIGHT 9L78"OR LESS) IL A ReMplon: Ex Irallon Date• 7/30/2025 pNY L.... C)SASH HEIGHT CORRECTION. By, 4�c[Ns.yAlt .,, F •'l���: AK-03/10/20 Mlamf ade Product-0a lrel TT r N0.68708 = 1070TECHNOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI -1)USE THESE TABLES FORALLWINDOWS INSTALLED THROUGH THE FRAME. D : �- OF ��� N.VENICE,FL 34276 iltle: Data 2)FRAME DIMENSIONSARE BUCK.SASH HEIGHT ISASPERTHEFIGURE. (1 • nR7Dl�,.•' SINGLE HUNG WINDOWINSTALLATION-LM 05/1.5/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �`,rA/0NAI Setfda/Modeh. Scale: Sheet: 0rarlrp(10. Rer, ON THE TABLE. 0.L117SIV 4AIL P.E P.E.p 65705 REo1S7RAnoN C2929e SH-5500 NTS 7 OF 13 MD-SH5500-01 C 0 �o O0a0BOB0000D8B8 8aO8O B 0�B0� 0B8O0 slum_�o�no©ool©Qoi©oor�o�r©QIVQQo©oiuQduQQOQadQQsaQ©noQOQ©opuQ to©on0000000QOQ© a© © © �E'S'��1©00000©©00000©000000 o©00000©©oa©oo©0000©© ��OQOOOOQOQOOQQOOOOQOQ©©QOQQQQOOOOQQQQQQQQQQ QQQQQOQQOQQQQOQ©QQQQQ OOOODD©®ODD©OO©©©©ODD OOOOOOOODDOOQOOQOOOQO Q�OQQO®QO©QQQQO DOOOO© ��DADOQOQQQOO©OQ©OQQOQQ©QQEIQO®©OQQQQOQQQOQO©© DODO QQQ©DODO©©OQOQ ��OOOOOOOOQOQOOOODOQOOO D0Qf1OOO©OOOQOOOOQOQO©OQQOQQOQQOQQQQQ DOQOOO ��OOOOOOQQOOQ OOOOOOOOO OOOOODAD©QQQQQQQQQQQO OOO©QQQQQQQOQOQ©OQQOO nun 0000©000 ©oQ©oo©©©o©00000©o©�0000�ivo©000©o©000©o©�©o©o©o©dIo a QQaQQOQQQOQOQQQQQQQOQQQOQQOQa©QQQQQQQQQQQQ000000QOQQ©©ono©n a aQOQQQQQQooQOQQOQQQQ©o©�QQaQQQQ©QQQ©QQQQQQQQOQQOQQooQQQQQQooQOQ lmm� QQ0QQ0QQQOQQQQ©QQQQQO D©OQOQQO©QQQODQOQ©QQQ QQQQQQQQQQQQQQQ OOQQOQ � 00D[IOQOQQ0QQQQO00Q0OQ QQ0AQD0QQf1QQQQQiIQQ0Q©i�QOQQOOQ©OQQOQQOQQOQQ 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I I IVAN '• • • • 11 ® 1 • i 11 1 3.600" 3.500, 3.500" 3.600' --��--• .062" �� .052" -��- .062, -yl-+- .06r' .060• 1:184' r.- a 1.483• 1.483" a D ,.483' ,A83• .070" �PIA r-1000 ��oOO 00 a16• e,o" 070^ 1.185 - - .150" J-CH•625"FOY. O HEAD/JNELAMB FRAME '6Z5' O �.H DGEAFMB 1.375 �FA ME B O HEADIJAMB E EQUAL LEG FEE LIGHT SASH HD SASH '7i"' 1.7 '71- 23 REINFORCEMENT 26 REINFORCEMENT 3.463" 3.483" 3.483' 3:483• --►{ �•070' --►-I 1.182" I-A-T T--r- •070" --II .062' ,asr' -�IIr- .asz" .062• 791" 1.036" 1.04,"I uL� Q12.444" 2,444" 2.444" D r{ 1.331" 1.340" � 2.444 O STANDARD O HD MEETING RAIL 28 MEETING.RAIL 27 REINFORCEMENT 00� jI REINFORCEMENT L o ���JJJJ I 0 o .625" U J•CHANNEL .625" O FFLANGE RAME 61LL 1.375'F(D11,11FRAIMELL FRAME SILL EQUALLEG I 1.�75' O FRAME SILL B 8 I1.z15• 1.376" 1yf 2 1 0�0n"�}�n 2.176" . {I� 1.472" .69Q I 1,685" .1.830" .06 974' 1.000" .355 p070 070",690" -.341`7 35" " .080' .0 .050"FIXED BEVELED SASH STOP I LIFTRAIL LIFT RAIL BEVELED, 14 MEETING RAIL 18 SASH RAIL COVER E I 1B SCREW COVERT 79 INTERLOCK 20.N INTERLOCK COVER 21 NT RLOC 17K 22 INTERLOCK COVER PRODUCT REVISED ae ea 18n with the Florida Bullding Coda s l s l l l l l NoA-No. 20.0LY1V401.03 .316" .300" II --ll :` � CC•NSN�t���,���� Ravlalon: Ex iratlon Dotes 7130/2025 ,75• -`1 Q C)NO CHANGES THIS SHEET. BY: -►{ :seao" 2 '' `�s AK-03/10/20 Mlam Dada Praduef tto tral �,�.764" .760• No.587D5 J T TT >rt= aD Dmxn W. Inv -+�I+-} .025' -��-} _-O a- DayfPRon: 1070TECHNOLOOYDRNE WINDOW EXTRUSIONS J RQ$OWSKI O72 LAMIIG 80 EXTRUDED 81 ROLLED. :Q'•, F - - N.VENICE FL34276 BEADING O SCREEN FRAME O SCREEN FRAME •4` �!/� Tmes Date: '�CS,S/OF,toR ...... 4BS1}4�7BD0 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /,,I111111% %% 9erfea/Ncdal: Seale: SheeO Dmriv No. Raw A LYNN MILLER,P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 C P.Eh 58705 REGISTRATION moo ' I SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12.CONT.: STRUCTURAL Bill of Material Bill of Material,cont SILICONE STRUCTJCAN 1/4"NOM. FOAM 3I18"NOM. # Pert,# Description Materiel # Part# Description Material POLYISOBUT WITH 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 20 9 Auto c er: an am C: t WITH DESICDESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 72D198&9 Sweep Lack Cast Zinc EXT.GLASEXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180P7X#6 x 1-1/8"Ph.FH SDS(Auto avid Sweep Lock Screw) SS 5 620105 SH/DH Frame Si11-..).Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SHIDH Frame Sill-Flange PVC 50 776X34PPA #6 x 3f4"PH.PH SDS(Keeper Screw) SSNT.GLASS INT.GLASS 7 820107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 1 620108 1 SHIDH Frame SO]-Equal LeglBox PVC 52 1 420182 UR Pull Roll Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Corder Key Screw) SS 70 4SG TPS 0 SPACERU NXTT" 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash StoplScrew Cover PVC 56 720207 1"TIN Latch Spring SS ALUMINUM 19 620168 Pull Roll Interlock 6005 TS At 1 57 420186 Plastic Tit Latch Finger Pull PVC REINFORCEMENT pOLYISO DESICCANT FILL AREA 20 62014.4 Pull Rail Interlock Cover PVC 58 720192 Metal TIN Latch Finger Pull Cast Zinc BUTYLENE 5/16"NOM. 21 620157 Beveled Interlock 6005 75 AI 59 420180 Pivol Bar Comer Key PVC 5/16"NOM. SEAL. 22 620146 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Relnorcement 6083 TB Al 63 720191 Sash Pull Handle, Cast Zinc DESICCANT ROLL-FORME 25 620152 HD Sash Reinforcement 6083 76 Al 64 720194 Sash Pull Handle With Latch Assembly Cost Zinc FOAM STAINLESS STEE 28 820153 Standard Meeting Rell Reinforcement 6005 75 At 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast 21ne EXT.GLASS J" 30 61644 Weatherstrip,.18T'x.270"Fin Pits 67 77858B #8 x 5/8"Ph.FH.SMS(Strike Plate Screw) SS 31 SQ300 Weatherstrip,.lW'x,300"Foam Bulb Flex PVC 72 720135 Lam[I.O.Bead PVC 32 61719 Weatherstrip,,187'x.220"PolyPlle 74 Beokbedding,GE 7700 or Dow 791 or Dow 983 Silicone INT,GLASS INT,GLASS 331 81826 Weatheratdp Plug,.220"Finseai 75 71646N Setting Block(7/6"x 1"x 1/8"),85+/.5 duro. EPDM TM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 6IG12 Extruded Screen Frame Alum ,a DURASEAL® O XL EDGE 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Roll Screw Support Plate $063 18 Ai 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 03 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)00= Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3I4"Ph.FH•SMS(Con.Force Balance Screw) SS 85 7CABPM Tension Spring SS 42 Spiral Balance 86 1 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoo Nylon 87 1 61635/61614 .140"Screen S Ilna Machlne/Harrd Rolled) Vinyl 44 78X114FPAX#8 x 1.1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS lion Material PRODUCT REVISED Part# Description as Qom %ln with the Florida Building Code 76 Kommeding 4SG TPS Spacer System See this NOA-No. 20.0401.03 "r r l i r r i r Err Iratlon Date 713� 012025 77 Quanex Super Spacer nM with Hot Melt Butyl Sheet for �w �:1'L'(!v/y �r� RaHeron: —7 78 Quanex Duraseal Spacer ���•' ': "•.!'.� C)ADDED BACKBEDDING, en Materials 79 CerdlnalX Edge Spacer `t r ;F�- AK-03/10/20 miem Dedo Produef ao erel RE ERENCE TEST R, ORTS:F rL-8717,8968&8970 ;{ No.50705 Dwdpscn: DrawnW. p 3/ gyp D to7aTECHNaoorDRlvE BILL OF MATERIAL(BOM) J ROSOWSKI C) •., s A7 OF (VUj zi N.VENICE.FL 34275 %.,<Si'••F�r?Rlor,,,.•• (941)480.16Q0 raw oar,: g SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOT �0IVP IIG%ww` sedw/d/odeL' scab: shoot.' 0mwhg No. Rer. 2j EMS#9 PVC BY N 3.115.24,28,299,344,39,811.62.68-NDOWAND 71,&73ARE NOT USED AND ARE ELED FOR NOTPAREXTRUDER CODE.T OF THIS APPROVAL. A.LYNN MINER,P.E SH-5500 NTS 12 OF 13 MD-SH5500-01 C P..E#58705 REGISTM71ON#MN r OPT.SWEEP LOCK p•` p 46 48 OPT.AUTOLOCK I 18 20 47 OOR 68 p 46 85 O 51 OR 52 O T 55 45 1 •,� OPT.PULL RAIL 22 82 ORO 19 INTERLOCKS COVER 68 p 87 O •`•. 35 1 ti'•••` OPT. BEVELED MITERED FRAME WITH 27 INTERLOCK INTERIOR AND EXTERIOR 16 &COVER ` 'FRAMEWELDS O 18 54 72 X4 ••�, • �' 72 X4 )8 53 �. 80 OR 81 f is BTOBPCE l : `` SCREEN SCRN 49 f " BLY 80 OPT.PULL HANDLE ASSEM . 64 WITH LATCH ._ DETAILS 8. _.."'',,•"" 41 40 BAINANCE FORCE ".'`.,••,`y+� 85 16 82 OR 83 OR OPT.PULL 40 R 43 --@@SPIRAL BALANCE HANDLE 6633 67 is ,At SASH MITERED FRAME WITH /'�INTERIOR AND EXTERIOR f 37 ASSEMBLY / FRAME WELDS. 36 6B ,,- - DETAILS �,i EXT'ERIOR`, •``' `' 61 38 fr ,�l �♦ � 59 � 1 PRODUCT REVISED J 6 `NFS TO SAWNC 63 as comp)yIn with the Florida F Building Code NOA-Ho. 20.0401.03 FRAME `•. ��t ?i7 �— RaMaWn? r~ Ex Iratlon Date 7l3012025 ASSEMBLY ,�.�`��,�N.�L^SN ' C)NO CHANGES THIS SHEET. D,,, DETAILS .` q�'' L F •�F�: AK-03/10/20 Mlom Dado Product-Oo trol No.58705 mown W. - = 10707RCHNOLOGYDRWE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR '• r-77 I� (] N.VENICE,FL 34276 NOTES: O $ T O�F`,•',�[ T70er Gate: c ;c4OR10?.''' \C\�` ceal}4801600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �� s 2)J•CHANNEL FRAME SHOWN,PARTS 61 6 S.OTHER FRAME TYPES APPLY. �'�S�ONAL��G�`` Sarlm/6(odol; Scala: q.—L. D-0V No. rc , -3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7.• A,?LWNN MILl�I3`P.E.4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. 0.E.adi REGISTRATION SH-5500 NTS 13 OF 13 MD-SH5500-01