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HomeMy WebLinkAboutNOA - SINGLE HUNG WINDOW RECEIVED File COPY M IAM I•DADE DEC 02021 XUAMI-DADE COUNTY,FLORIDA LWAUUM St.Lucie County ,' PRODUCT CONTROL SECTION Permitting 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES R) Miami,Florida 33175-2474 N BOARD AND CODE ADMINISTRATIO DIVISION -1 W/)--C ►/��'/86)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) FVNFWF:h ED.. miamidade.goyduilding PGT Industries,Inc. 1070TechnologyDrive ®�� COMPLIANCE North Venice,FL 34275 ST. LUCI E COUNTY SCOPE: 4 0CC 'z9f`� 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.0 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 permanent1abel 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 maybe 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. MlAMFDAD6 COUNTY NOA No.20-0401.03 Expiration Date: July 30,2025 Approval Date:July 23,2020 T17/16/20 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 05115/15,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,Durasea? spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL78717,FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalinis 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: I)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) eT Manuel Perez,P.E. Product Control EaC r NOA No.20-Expiration Date: July 3 Approval Date:July 23,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS'NOA'•s•(corrrlNUED) C. CALCULATIONS L 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. 16-111.7..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. -, 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 5"Edition.(2014)and FBC 611 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. F (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 Exa er 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 05115115,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 lest,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) 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 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 Co Exa r NOA No.ntrol 20-0 01.03 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: . ' EVIDENCE SUBMITTED 1. NEW EVIDENCE SUBMITTED(corrMWED) 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. A-0725.1I issued to Kuraray America,Inc.for their "Kuraray SentryGlas®XtraTM(SGXT"� 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 04/1:6/20. 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 71 Edition (2020),dated'March 10,2020, issued by manufacturer;:signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no fmancial interest,.dated March 10;20 20t 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 Exa r NOA No.20- 01.03 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-4 j ANCHORAGE EXAMPLE,FOR �.28.118"MAX.O,C.� 21-5/8' ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54"MAX,BUCK WIDTH MAX O C FORARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. AX.FROM HEADER(SIM FOR ALL FOR ALL ME SEAM _� 30" 12"MAX• / WINDOW TYPES) LEVEL,SEE SHEETS 6-E IMPACT RESISTANT WINDOW TYPES) B,SEE MAX.O.C. f/ 7e7!i SHEET3 .( / 52-118°MAX.BUCK WIDTH �1 A,SEE IV MAX.FROM 'SEE SHEETS �r 1-1/4" B,SEE�,.. _ 30"MAX.O.C. IT MAX / FRAME SEAM D. SEE � 0&9 SHEET3 `I+�--1TMAX. SHEET 3It 1 (FIXED VISIBLE y SHEET4 LIGHT WIDTH h SEE — I B,SEE �30'MAX.O.C. 12'MAX C•SEE SHEET3 12"MAX. SHEET3 ' SHEET EQUALLY FIXED / / I / . . . 12 EQUALLY 17-7/8°MAX.O.C. SPACED 1 HT 17-7/0'MAXOC SNEET3 ANCHORS PER SPACED �_ TABLES 9.11 I' HEIGHLIGT �- EQUALLY / ANCHORS PER 1 91.78' SPACED 17-7/W MAX.O.0 TABLES 9-11 _ 1 MAX. ANCHORS PER / 64° / ! / BUCK TABLES 9.11� / 62" �� I BUCK B4° MAX. T MAX. �- HEIGHT - HEIGHT_x 10"MAX.O.C. BUCK 10"MAX.O.C. - I 10°MAX.IO.C. BUCK AS SHOWN 4 HEIGHT X i 4 X 4 HEIGHT I X I Q (9AX) 1"14 MAX.O.C. 1 EQUALLY /j� 13-314"MAX•O.C. EQUALLY SASH l 13.914°MAX.O.C. EQUALLY I / SPACED / _� BPACED I / VISIBLE �_ SPACED I t—�—^— SEE ANCHORS PER ANCHORS PER I LIGHT ANCHORS PER ff / TABLES 9-11 I A� 'TABLES 8-11 ! HEIGHT A�' TABLES SHE&9 C l6-ifP MAX •.6.1fI'MAX •6-11T MAX NO ANCHORS AT SILL NO ANCHORSATSILL NO ANCHORS Al SILL L WEEP- _ B - 54`MAX.BUCK WIDTH -�1 \-NOTCH DESEESILLTAILS. B J SASH VISIBLE NOTCHEE LOETNLS, �54"MAX.SUCK WIDTH NOTCHETAILS, NOTCH DETAILS, SHEE73 LIGHT WIDTH SHEET3 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-CITE 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 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER 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!N WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS......................................................... 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, T N .. ... . 1 FRAME,GLASS&ANCHOR EQUAL LS,,,,,,,,,,.,....3 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER,ANCHOR TYPE INSTALLATION,FLANGE&EQUAL LEG/BOX.::..3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL-4 DEPICTED AS2X ARE 1-1/2"THICK OR GREATER.1X AND2X BUCKS(VVHEN 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). ••'••"" 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES.......................:............ 6-7 ANCHOR QUANTITIES......._._................._...._......0-10 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)1/4"MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THESUBSTRATE.USE SHIMS CAPABLE.OFTRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST......................... 7)DESIGN PRESSURES: - A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. _ CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 4,CYCLETESTING AND GLASS PERASTM E13DD. .2020 FLORIDA BUILDING CODE(FBC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •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 33.113%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 OFANCHORS 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,ADM-2015 as eom I ngg with the Florida 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. .AIM S100.16 - Building oda 10)REFERENCES:TEST REPORTS FTL-7964 8 7966;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA;ELCOIDEWALT CRETEFLEX NOA;ELCOIDEWALTAGGRE-GATOR NOA;ENERGI W WDOW AND •AISC 360-16 NDA-No. 20-0401.03 DOOR PROFILES:LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; . Ea Iratlon Dato• 7/30/2025 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN MANUAL ` / RwWon: 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ���, taY LYNN //'� C)UPDATED TO FBC 2020, USER INSTRUCTIONS: ��� ���'�1cEras �/( i lam ads Produads Produ o�trol •' �' .l REVISED ANCHOR TYPE TABLE. M ))DETERMINE THE SITE SPECIFlC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE7. AK-03/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3ACCORDING TO THE INSTALLATION CONDITIONS. Y:1 No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN _ � ;}= law Dioarl yff PRESSURE TAINEDINSTROM TABLES 4-B.ITMUSTEQUALOREXCEEDTHEDESIGNPRESSUREREQUIREMENTFORTHEWINDOW i 7 /� () ,�= 1070 TECHNOLOGY DRNE GEDmrNERAL NOTES&ELEVATION J RO.SOWSKI OPENING OBTAINED IN STEP 1. ' 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 0 N.VENICE,FL 34275 TIBx Datc YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. �/ (B41}480.160D 5)INSTALL AS PER SHEET 3FOR THRU-FRAME INSTALLATION OR SHEET FOR INTEGRAL FlNINSTALLAn pON. i<(S, ••tORID1,,.•'' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 0NAL�NG\` Sedes/Afadal.' Scofe: Sheet Oroning Na Rar. INTEGRAL FIN OR EQUAL LEG/BOX). A:LIIHNMILLLR,P,E SH-5500 NTS 1 OF 13 MD-SH5500-01 C P.E#58705 REGISTRATIONA129296 TABLE 1:ALLOWABLE GLASS TYPES - Frame Glass Frame Frame Glass Description(listed from Exterior to Interior) Design Pressure Types Options Configs Shapes Installation Options that may be used Type Table# Sheet# (see Fig B) (see Table 1) (see Pig A) (see Fig C) 5 718"Laminated I.G.:1/8"A Exterior Cap+7116'Air Space+5116'Laminated;(2)Was of 1/8'A Glass with.090"PVB Intedayer 4,5 6 1 1 1 - 6 718"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Lites of 1/8'A Glass with:09T PVB Intedayer 4,6 6 Equal-Cite SquarelReet., ••-•into 2X Wood FmmelBuckslrip-sheet 3,option 1 , 7 7/8'Laminated LG.:3/16°A Exterior Cap+318-Air Space+5/16"Laminated:(2)Cites of 118"A Glass with.09D"PVB IntedaY or 4,6 6 Flange Through the frame....into Concrete/CMU-sheet 3,option 2(N2) 5-16 Odel/ProNew Arch Top 8, 0 the window..... .8 718"Laminated I.G.:3/16°T Exterior Cap+318"Air Space+5116•Laminated;(2)Utes of 1/8'A Glass with.090•PVB Intedayer 4,6 5 8.Cottage Radius-Top ••••through 1X Buekstrip into Conerete/CMU-sheet 3,option 3 9 7/8'Laminated LG.v1/B-A Exterior Cap+7/16'Air Space+5116-Laminated;(2)Utes of 1/8'H Glass with.090-SG Intedayer 7 7 1 ....into Metal-sheet 3,option 4 10 7/8"Laminated LG.:118"T Exterior Cap+7/16'Air Space+5116•Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer 7 7 ....into 2X Wood FremelBuckstdp-sheet 3,option.l Box/ Equal•Ule, Square/Rect.,Rect, 11 7/e"Laminated I.G.:3118'A Exterior Cap+318'Air Space+5/16"Laminated;(2)Liles of 1/8`H Glass with,090"SG Intedayer 7 7 Through the frame•...Into ConcretelCMU-sheet 3,option 2 Equal-Leg 5-18 OrjCottaiew ArohTapB ofthewindaw...... through Into Concrete/CMU-sheet3,option 12 718°Laminated LG.:3118"TEztedor Cap#318"qir Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.OgO°SG Intedayer 7 7 (a4) 8 Cottage Radius Top g P 3 13 7/8"Laminated I.G.:1/8`A Exterior Cap+5/16"Alr Space+7/161 Laminated;(2)Utes of 3116"A Glass with.090•SG Intedayer - 8 -7- -- - ....into Metal-sheet 3,option 4 14 7/8'Laminated I.G.:1/8"T Extedor Cap+5/16•Air Space+7116•Laminated;(2)Utes of 3f16"A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Woad FramelBuekstrip-sheet 4,option 5. Equal Cite, SquamJRecL,�( fin..,... into Metal-sheet 4,option 15 7/8"Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space+7196"Laminated;(2)Utes of 3116'A Glass with.090•SG Intedayer 7 7. J-Channel P•n 7 #1 5:B OrieVProaew Arch Top& into 2X Woad Frame/Buckstd sheet 4,option 6 16 718"Laminated 1.0.:3116"T F�etadorCap+114°Air Space+7/16`Laminated;(2)Utes of 3115'A Glass with,090'SG Intedayer 7 7 ( ) &Cottage Radius Top Through the frame•••• P- P of the window...... ....into Metal-sheet 4,option 8 TABLE 2•ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,.7.9,11,13 - Through the ....Into 2X Wood FramelBuckstrip-sheet 4,option 5 Group Anchor Substrate Min.Edge. Min. ' 8.15 MAY NOT BE USED IN integral Fin Equal-Lite, Square/RecL,Integrel fin...... ....Into Metal-sheet 4,option 7 Distance Embedment THEHVHZABOVE30'. 5-8 Odel/Prooiew ArohTop& P.T.SouthernPine e( G=0.55) 7/6 13 8" ( ) &Cottage Radius Top Through the frame into 2X Wood Framel8uckatdp-sheet 4,option 8 #10 SMS - of the window..... ....into Metal-sheet 4,option 8 1(steel,I"S.S. Steel,A38' 3/8" 0.050" •MIN.OF 3 � - ar41 S.S.) Steel Stud,A653 Gr,33• 318" 0.0451"(18 Ga.) THREADS - FIGURE B:FRAME TYPES A Aluminum,6063-TS' 318" 0.050" BEYOND THE FIGURER FRAME CONFIGURATIONS A"=ANNEALED 3116"steel Ultraeon.or P.T.Southern Pine(SG-0.55) 7116" 1-3/8" METAL- O O 'if-HEAT STRENGTHENED Ultrecon+ Concrete(min.3 ksi) 1° 1318" SUBSTRATE — / 'r=TEMPERED 3/16"steel Ultrecon Ungrouted CMU,(ASTM C•90) 2-112" 1-1/4" / "PVB"-.090"TROSIFOL®PVB 3116"•steel Ultrecon+ Ungrouted CMU,(ASTM C•90) 1" 1-114" °UNGROUTED %/ 7770/ BY KURARAYAMERICA,INC.. CMU"VALUES #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1-318" MAY BE USED J-CHANNEL INTEGRAL FIN •SG°_.090"SENMYGIASO (steel,18.8 B.S. Steel,A36' 3/8" 0.050" FOR CMU GROUTED / Y// Steel Stud,A653 Gr.33• 318" 0.0451'(18 Ga.) p/ O O AMERICA,IN . KURARAY AMERICA,INC. af410S.S.) Alum inum,6063-75' 318" 0.063" APPLICATIONS. - B 1/4"steel Ullracon or P.T.Southern Pine(SG-0.55) 1" 13/8" EQUAL-LITE ORIEL COTTAGE Ultrecon+ - 1/4"steel Creleftex P.T.Southern Pine(SG=0.55) V 13/8" FIGURE C:FRAME SHAPES -F.LANGE BOX OR EQUALLEG . 1/4"steel Aggre•Gator P.T.Southern Pine(SG=0.55) 1" 1J/0" — {BUCK WIDTH --I BUCK WIDTH—-+{BUCK WIDTHlr Concrete(min.2.85 ksi) 1" 1.3/4' --� 1/4"steel ultrayron• _ r---`-'-�4 � ( Material Min.FY Min.F„ Ungrouted CMU,(ASTM C-90) 2-112" 1-11#1 r L C Concrete(min.3 ksl) 1-3116" 1-314" !E // hE /// Steel Screw 92 ksi 120 ksf 1/4"steel Ultrecon+ Ungrouled CMU,(ASTM C•9U) 1" 1-114, G co 7/ Fi S2 y/ T} IM Screw 60 ksi •95 ksl 1/4."steel Creteflax Concrete(min.3.35 kei) 1" 1314° i = _ - - 'r-• 410 Screw 90 ksi 110 ksi 1/4"steel Ultrecon Concrete(min.285 ksi) 2-1/Z' 13f4" !e x w o Eleo/DeWalt Aggre-GatorO 57 ksi 96 ksl > O. :-'= 1l4"steel Ultrecon+ Concrete(min.3 ksi) 2-1/2" 1-3/4" m> Elco UllraCong 155 ksf 177 ksi to j m / 1/4"steel'Ullrecon+ Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 1 j 1 j J, 3118'DeWall UltraCon+O 117 ksi 164 ksi D Concrete(min.3.35 ksi) 2-1/2" 13/4" 1 1. 1 -L / 114"DaWalt UltraCon+0' 140 kei 164 ksi 1/4"steel Creteflex RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Elco1Dewalt Crelef`[W 127.4 kSI 189.7 ksi Ungrouled CMU,(ASTM 690) 2-112" 1-1/4" Concrete min.3.275 ksi 1-1l2" 1318" WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED 6063-75 Alum= 16 ksi 22 ksi PRODUCT REVISED 1/4"steel Aggrt Galor BY INSCRIBING THE SHAPE IN.A BLOCKAND OBTAINING DESIGN PRESSURES A36 Steel 35 ksf 58 ksi as Building ing with the Florida Grouted CMU,(ASTM AL F 2" 2° AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Gr.33 Steel Stud 33 ksi 45 ksi INOA-mg Code TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL PIN NOA�1o. 20-0401.03 r Ea Iratlon Data: 7/30/202$ Group Anchor Substrate Min.Edge Min. `�'I N`r LY�,IN //r�'' RaKekn: L-�7/ Distance Embedment �> _, C)REVISED ANCHOR TYPE By. E 2-1/2"x.131"Common Neil P.T.Southern Pine(SG=.55) 318" 2-7116' ����.•- VCr`1J"SR •'`���� TABLE. Mlam ado Produef-6o rtroi 2.112"Ring-shank Roaring Nail P.T.Southern Pine(SG=.55) 318" 2.7/16' P.T.Southern Pine(SG=.56) r_ ® -03/10/203 AK a,OTNssheadSMS Aluminum,6063-Ts' 31D" 0.060- ;�- 0eecrfptlaw Dreg^Bl% (steel,l S.S:). Steel Stud,Gr.33" 316' 0.0451°(18Ga.) .'. ' :•/Y� 1070TECHNOLOGYDRIVE LASS/A CHO S/FRAME OPTIONS J ROSOWSKI «aio s.s:) 'J G N R F - Steel,A36• 3/11" 0.050° 'MIN.OF 3 �� S f �F CU+ N.VENICE,FL 34275 P-T.Southern Pine(SG=.55) 9118' 1316" THREADS '� p (941}480-1600 Titles Oatx a,zsMs BEYOND THE %;°S�•��R!D"•-•'G��'� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,6063T5' 3/8" 0.063° METAL (steal,188 S.S. Steel Stud,Gr.33' 316" 0.050" SUBSTRATE: rr �iVAL�\t�`� Seriea/Nodek Scale: Sheet• Orearng Ail Rer, «410 S.S.) Stcel,A36" 318' 0.05D" A.L1PfS)�ilLF'R.P.E P.E#58705 REGISTRATION#29296 SH-5500 NTS 20 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 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP'INTO CONCREfEICMU. SEE NOTE 2,THIS SHEET. ANCHORED THROUGH EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 1/4•MAX SHIM FRAME OR BUCKSTRIP. T 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT } SASH VISIBLE I_ t7 f EDGE FLANGE FRAME + EDGE m 18 LIGHT WIDTH II` SHOWN �L DISTANCE DISTANCE 44 BALANCE ❑ 1/4"MAX TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, TYRANCHORTYPE, EMBEDMEN GE WEIGHT 54 30 EMBEDMENT 2 EMBEDMENT AND EDGE - 'AND EDGE" �(] DISTANCE PER SUBSTRATE, DISTANCE PER 31J—DISTANCEPER SUBSTRATE, a` EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET2. EXTERIOR DISTANCE SEE TABLE 2, �. r 4 87 °• .a. SHEET 2- FIXED 19 20 OPT.SASHTOP. .e FIXED VISIBLE VISIBLE J LIFT RAIL FRAME I .2 LIGHT WIDTH EQUAL LIGHT Ih HEIGHT FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH LFRAME 48 1 ANCHOR @ ass" HORIZONTAL SECTION A-A SHOWN I 49 FROM END AND AT 1)USE ONLY O j 21 CENTER SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2. 14 45 46 41 SCREWS @76-ww INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDEOF THE FOR WINDOWS WITH WINDOW. 1/4"MAX. BOTTOM LOCKS: SHIM BUCK 50 16 2 MASONRY ANCHORS MAY BE tki0 OR 812 STEEL 1/4+ HEIGHT O SCREWSADD @ NAL8-318 ) SELF-DRILLING SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, SHIM 86 T— FROM END. SHEET ALL WOOD BUCKS LESS SMS(G5),SEE 30 THAN 1-1-12•THICKARE TO BE TABLE 2, 00 SASH CONSIDERED 1X INSTALLATIONS.1X SHEET Z. G EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF, LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 18 DEPICTED AS ZX ARE 1-1/2"THICK, OPT 66 USE EITHER OR GREATER 1X AND 2X BUCKS 1. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)R 81 31 30 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO WOOD BUCK RANGE EDTESTED UNIT THE UAL 1 INTERIOR w EP FROM0. ASH E f8" DESIGN AND INSTALLATION THE. SHOWN o HRAOM� � - NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. OR ARCHITECT OF RECORD, EXTERIOR 8 86 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION nn INSTALLATION (ALSO REFERRED TO AS DAYLIGHT V PRODUCT REVISED 67 OPENING)IS MEASURED FROM OPTION 4 OPTION 4 as eomPICy1Tg with the Florida EQUAL-LEGIBOX r�1 TT��1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Zods FRAME SHOWN FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.03 o 111II II111 .27"X 125" �\�?�...... N ,��i ReHslon:. Iratlon Data• 7130/202$ C NO CHANGES THIS SHEET. WEEPHOLE NO ANCHORS F a� Miam ads Produ rtrol w�covER a REQUIRED IN VISIBLE LIGHT FORMULAS 4 = 2.87"FROM O •^ - '• ••' .• FLANGE OR _ No.58705 _ AK-O3/1 O/2O EACH END. - EQUAL-LEG WIDTH - "' FRAME SILLS @SASH:BUCK WIDTH-6-12" -O:a - Dowepu0n: Omrn er. @ FIXED LITE.BUCK WIDTH-4-3I8" �;ti •. 3 f 3 J � 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI O 57 TE N.VFNICE.FL 34275 HEIGHT(EQUAL-LITEI ��� '^'CORtDP �Z Tiee: OaFe: VERTICAL SECTION B-B BUCKHEIGHi2-315/16" �i�S "•••••" \� (S41O'�D Sao SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NAL III I I I I I I(J O \\ soda/mom.: Seals: Sheet DmnlnP No. RW. A LYNN MILLER,P.E SH-5500 NTS 3 OF 13 MD-SH5500-04 C P.E.N 58705 REGISTRATION 92M INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME T IS SHEET. RIP.SEE INTO 2X WOOD FRAMES S EDGE DISTANCE ANCHORED THROUGH INTEGRAL {•�- EMBEDMENT - NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR a I/4°MAX SHIM 1/4'MAX SHOuI' ' BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE _ D 17 EMBEDMENTANDED LGIDH aJ-CHANNEL FRAME DISTANCE PER SUBSTRATE, SHOWN - SEE TABLE 2,SHEET2. — T (SCREW SHOWN) 44 BALANCE } TYPE VARIES 00 EMBEDMENT 1/4°MAX SHIM 42 WREI SASH EDGE �j WEIGHT 54 EMBEO E -TAN PE, DISTANCE EMBEDMENER SUBSTRATE, DISTANCE PER SUBSTRATE. JI anna SEE TABLE 3,SHEET 2. TYP.18 (NAIL SHOWN) EXTERIOR 67 EMBEDMENT ANCHOR TYPE, - 3 INTEGRAL FIN DITANCEPER 19 0 FIXED VISIBLE FRAME SEE TABLES SHEE SUBSTRATE,. FIXED' 20 OPT.SASH TOP LIGHT WIDTH VISIBLE LIFT RAIL '�CFRRAAME 1 SHOWN (NAIL SHOWN) LIGHT NOTES: SHOWN HEIGHT FORALL.WINDOWS: 1 ANCHOR @ 3.55° _ BUCK WIDTH 49. I 48 FROMENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. .SUBSTRATE-APPROPRIATE - 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 .0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 114°MAX' ^•� MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. SCREWS @16.318° INSTALLATION OPTION SHOWN MAY SHIM 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE ALSO FOR DADEAPPROVED MULLION FORWINDOWSWITH WINDOW. _ BUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/4'MAX: HEIGHT 50 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM ' SCREWS @ 8.3/8° USED INTO WOOD AS PERTABLE$ SMS(G5),SEE BS -� FROM END. SHEET ALL WOOD BUCKS LESS 0 TABLES 2'&3, ❑C� 30 THAN 1 -1-1/2'THICKARE TO BE SHEET2. D ' SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTION HEIGHT AL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS yy LOCK(SHEETS)-LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK OFT. B6 _1_ 18 BOTTOM OR GREATER.1X AND 2X BUCKS 65 - LOCK Q Q 83 TESTED UNIT (WHEN USED}SHALL BE DESIGNED FIN ANDIOR (2)1" 81 30 TO-PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION: END TO THE STRUCTURE WOOD IN-FIELD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o L�� o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAMESHOWN 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 ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL as Building yiIngg wkh the Florida D 1/4'MAX BEADING TO BEADING. Building Co di INTEGRAL FIN SHIM INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) FRAME SHOWN \t 11 i Ill,-. NO/►-No• 20-0401.03 ,N i� Rav(Man: Ex Iratlon Dots: 7/30/2025 zrX 1.25°WEEPHOLE ``���pNY.LS'1�N?si�'%, C)REVISED DADE MULLION By: WICOVER 38 FROMEAC�END, Qz. • LIGEMyF'•,(�� NOTE. ' Mlam ads Produef-6o rol VISIBLE LIGHT FORMULAS — =TYP.ANCHOR TYPE, �*: 140.5870 AK-03/10/20 5 - EMBEDMENT AND,EDGE EDGE DlISTANCE WIDTH - 1: DISTANCE PER SUBSTRATE, _L @SASH:BUCK WIDTH-6.1/2' _-U 'r = Ceecr/pHon: Oman By: SEE TABLE 3,SHEET2. .--►1 EMBEDMENT --- @ FIXED LRE:BUCK WIDTH-4-318" J3 0 :•t : N v0FTECHH,Fo3oGGs m J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) �O�.-- Sin F (� Title: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK)HEIGHT2 a�1'5116• '.�`S ''F�OP10` ��'.� (�' 1B0D SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ''���/aNAL 1I 1 \\ Serfes/NoAeL Scole: Sheetr Dnntng No. Aew INTO 2x W000 FRAME OR BUCK- A LYNNI�ILI ER,P.E SH-5500 NTS 4 OF�13 MD-SH5500-01 C STRIP.SEE NOTE 2,THIS SHEET. P.E#53705 REGISTRATION.#23288 •--�{ 718"N 718"NOM. 7/8"NOM. 718"N 718"NOM. 5/16"A/A PVB I I 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I 5/16"HM SG 7116"AIR SPACE .7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPA�2TE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GL aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR G]EX 7&79 7&T9 7&79 &79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8, GLASS TYPE 9 7/8"N 7/8"NOM. 7/8"NOM. 7/8"NO 7/8"NO �•�— 5116"H/H SG I 5/16"H/H SG 6/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG I I 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16.'_T GLASS 1/8"A_GLASS 1/8"T GLASS C]EXTERIOR EXTERIOR a EXTERIOR G]EXTERIOR G]EXTERIOR 7&7B 7&7B 7&79 HK I I I 7&79 e—tKU GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�I 7/8"NOK 7181 NOM. �— 7/16"A/A SG 7/16"A/A SG 1/IT NAM.GLASS GLASS TYPES THROUGH 1/4"AIR SPACE 114"AIR SPACE TB-79 BITE TYP. '16 MAY NOT BE USED 3116"A GLASS 3/16"T GLASS WITH JZHANNEL OR 72 74 INTEGRAL FIN FRAMES G]EXTERIOR a EXTERIOR GLASS TYPES 5,7, 1,13 78.79 7&79 31 ' &15 MAY NOT BE U.N.IN EXTERIOR 75 THE HVHZ ABOVE 3V. PRODUCTgRMSED 71 GLASS TYPE 15 GLASS TYPE 16 Bulia nel�'o"deWkh the Florida 36 30 NGA-No. 20-0401.03 C�0(�0 � ccr s1 RC)NO CHANGES THIS SHEET. r lr.slay u.a 90 3012025 o F •' l AK-03/10/20 Mlam- ads Produ o trol • GLAZING NOTES: =a.: No.58705 ". ,a • A"=ANNEALED _ '•- ® Descrlptfon: Omim W.TYP.GLAZING DETAIL "H"=,HEAT STRENGTHENED - = 107 RN 0TECHNOLOGYOE GLAZING DETAILS J ROSOWSKI '•� :�� "PVB" 090"TROSIFOL®PVB BY KURARAV AMEFiICA,INC. so S �. /] N.VENICE,Fl.34275 "SG"=.090"SENTRYGLAPBYKURARAYAMERICA,INC. !s'• R (S41}48D'1600 T8a• DGtn. ;ems ' zpRiO. '�G��' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. tt'�'NAL���� Serlen/NodeL• Scale: Sheetr Oraning Na Rev: A LY914 M11.LILt�,P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 C P.E.#W705 REGkTMT10NA49286 TABLES: _ TABLE 6: - .. TABLE 4: GlanType 50 smh Design Pressure,IbW - s 17ncdpknnrtlwn SO Rftm - Gb=TrPes -Design Pressure,Ibsife Gloss Types Design Precsure,lbrftt'6,6,78E ao10L Level fWpa Yr.73oa R4np(1 wuar.eaa»imnr 6,7 a a . N-50.0 .Hx 61M9us+nvnl mas 57 125 a65.07.70.0 MIA Lows 23,6 EW1Hio 11.394 .WO I-Me .65.0 -70.0 RaInL Lowl .. . R1 F0+a11Wlndlx4szsh51266 514ndWQtbpSK21517-2"10 15D70 .65.0 -70.0 .WO •70.0 R2 Fw011xindaxwds0511sae3 28 Epvtlle 14 518 .G1.0 +m.0' .WO -m.0 SEE TABLE 9,SHEET 8 FOR slawmPmaw n.6e2 .Me aao ss.0 ao.o SEE TABLE 10.SHEET S FOR ANCHOR GROUP AND QUANTITY. re3n1 .25268 .650 •m.0 -Me -70.0 ANCHOR GROUP AND QUANTITY. 61+naad Collags .23.51637.375 E¢vfi1. 20.957 .650 •70➢ 4W0 -Me S1an5W Pm44v -1751e .65D •7a0 •WO -700 shcdnl .14518 .Wo -70n •Me -m.0Tetnl -31D1f .650 -mD •W0 -70.0 Cmtmstze- .27= .650Sao s5o aao6'n raua2e -2510 .65.0 40.0 489.0 -70.0 Q.HEADER - - 44 EpuaRm 20.517-23516 1650 •ta HEADER 0 465A a0.0 O stalwm PW- 11.517-2016 .650 -70.04W0 -Tau 23 - QWenl size 14517.17516 wan .-70.0 1.0.01-Mesronct 11,377.14.516 .on •70n 1.65n I a0.0 23 . p� Tale51 31.5M0 3&911, 16&0 -70.0 465.0 -70.0 sLvlmia oaaam M517-31M .650 -M 4650 40.0 Eqo fo 20.517.26.616 .630 -7C0 400 -700 Q 48 6fOrt Pmym 17517.205I6 4650 -70A 465.0 -70.0 0 MEETING RAIL o MEETING RAIL Cmt-She 14.517.-1751G 4" 70.0', .610 aao _ 0 C.a s1z. 12,517.14.5 6466D -70.0 4 W 0 -00.0 0 28 _ V Silt u.3n-12.516 .65.0 •70.0 1610 -70.0 27 .F_%TEraOR' Te t =08-37.53e- 4950 no 465.0 -70.0 _ Fx7EwbR staxum Cmup 20,517-33207 465.0 -70.0 165.0 a0.a - 0 VV EQva{4I0 w17-m518 . D •70.0 .0 •700 O 23 O 0 m Clf lS111 2a5A-ztas W 4G5 465.a .m.a .Wa a0.0 23 JAMB - i5625 sfa„alm Rwm 17.517-20.5f6 .650 •70C .Wo 40-0 JAMB EXTERIOR SASH 3 enmmsue 14511.17.510 46510 .70.0 16a0 •70.0 rEw SASH 4 HEIGHT clelm+Sin 12 517-14116 .65.0 -70,0 165.0 -70.0 a HEIGHT slmaet m377-1251e 46s0 .Imo 465.0 a0.0 .Tarnt v 36 517•41.644 .650 1 aoD .65.0 40.0 s1an0+.0 mtlam 31.517-36.610 465.0 -70 0 463.0 -70.0 23 EO,awe 2e517•31.51e .650 -70.0 .65A a0.0 23 610mh10 plwe., 23517•2ssts .s50 -rao -me -Tao sz tael $n MW-21at0 .M.0 •70A .0.0 •70.0 SILL 0 Cnlansa0 UbI7-2=8 163.0 •Tao 1050 •10.0 SILL cism she 14.517 Fm•1"16MOM .650 .70.0 .Me eat Cmhm sae 110A-14.516 .6n0 •70.0 .65.0 Dr.3 srortnl tTes4 n3ms ssD ao.0 1Wo 666 140es1 31617-41➢44 4650 -700 .G90 -mo cOs-si 3a517-39ma 4650 aao 46&0 •rao Eq.". s517-39516 .65D 40.0 4610 .70.0 76 C.1-size 32517-351518 .0.0 -mD .65.0, .70.0 - sun6NF- 2a517-3251s 4650 aao .65.0 aao SECTION DETAIL FOR WINDOWS WITH unemsue 26517.29516 .650 -70.0 .WO s.3 SECTION DETAIL FOR WNDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 sroant 24 -25316 .We -700 4650 E0.5 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE EauNle 3a51r-41Da .63D •Me .050 •m.° (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& IK C1n1ml sae MZ17.MSIG .65C -70.0 .0.0 L-3 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) StanadPlwm 33 884-35510 .650' -710 1W0 •Wa CONFIGURATIONS) 9L7a Tw5 --41.814 .es.o aao .E10 'ms PRODUCT REVISED SEE TABLE 10,SHEETS FOR ANCHOR GROUP AND QUANTITY. as compf ngg wkh the Florida - ' - ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 _ Building odo (APPLIES TO ANY HEIGHT 91.78" ) - - NOA-No, 20.0401.03 Ex lratlon Data: 7130/2025 L...... ,,� SASH HEIGHT CORRECTION. Br ,�'�..•'•�10ENSF'=�(� - mom ado Produ o trol i AK-03/10/20 No.58705 - Drmrn W. NOTES: a Z 1070 TECHNOLOGY DRIVE b SIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. '• 3�,•o w- N.VENICE,FL 34276 ��•.. T,r OF N 941 1600 irTle: - Data: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. .. '••F70RIU1`.••' \�� ( _ a - -L 05/15/15 C' L HUNG WINDOW INSTALLATION M ,,,. `G�. SINGLE H N 3)FOR SRES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �rrrS�/O,NAL�,````\ SedeS/Y0de1• SaOfe: 91aac Ommfng N.. Rev: ON THE TABLE, A'LYPItJ MIL�1 S�t7,P.E SH-5500 NTS 6 OF 13 MD-SH5500-01 C . - P.Etl 58705 REGISTRATION 1)@9286 TABLE 7: TABLE 8:- 4zl5&l tt p1i smn 2 emarypD 06,1-naafi Desi nPlessure lbsrM12 - B-t27sa is Ocxnp;m fa gym„ sml,xoipla Design Pres.u(e,IbsBt 13 a/4 Dmcflpionbrr Sash Heigm B Rome.LoW RwW0WmJm PI.) Wiimeeuek Wdm 00 Ralnf.letel RanW1D- R.ge(m) Vd=WyBu:k W,6h lm) 3 Helphl 6lgen Wto 40 48 5212s 54 3 WO5l Shen 18 24 32 36 40 48 52125 5/ o 215 EmmF14o 71.394 +70.0•Ilea +70.0 410.0 +MV•1100 .7Q0-110.0 23.4 Egua-41e 11.0114 N0.0•110.0 +70.0•Ilea +mA•110.0 70.0•110.0 +70.0•f7D0 .m0•Ilea .70.0 •t I00 •70.0•110.0 Slm,dmd Cetlago 14,517.MOM +700•110.0-70.0 •120 .70.0-1100 .700-110.0 SWW dCdlvB 1017-15.870. +100•1100 +70.0•110.0 .700 Aloe 70.0-i1Do -MA-110.0 .70.0.110.0 7Q0.110.0 +70.0-110.0 28 Eq-ilde 17,583-14,510 .70.0 a1D0 70.0-1.10.0 170.0-110.a 1100-1100 28 C-gdal-nD 11.589.14.SiB 7aa-110.0 +7010-Ilea+To.O.1100 4Me-Ilea 470.0-110.0+m0-t10.0 flea-110.0 4m0-ilea slmWartl P,veew 11.371-11.582 +7D.0•110A •70V •llei-70.0 •110.0 70.0•1100 StarAwd F1.1- 11.377.11.582 70.0-ilea -70.0 4100 +70.0-1101•70.0_110.0 .70.0-Ilea •70.0-110.0.700 -110,0 170.0-110.0 HEADER Taeeel 23517-25.2so .70.0.110.0 +70.0 410A •700 MOM •70.0-710.0 Tallest 23.517•2S286 410.E-Ilea 70.0-110.0 .70.0•110.0 '70.0-Ilea 7aa•110.0 -70.0-110.0 -70.0-110M 70.0•Ilea Simldwd CcdDga 2a055-23,SIO +70.0.110.0 470.0.110.0 +m0•110.0 470.0.110.0 Smidad CWLV. 20LM-23.510 7aa-110.0 .70A 410.0 +70.0•TOA +70.0•11a0 .700-110.a -70,0-110.0+7aa•110.0 .70.0 AIMO 25 37,375 E@vLi4e 17.517•=057 •7Qe 410,0 .70.E .1100 +701,-ilea +7D.0•109.0 37.375 Egdd{4o 17517-20AW .70.0.1101 .70.0 41DO 170.0-11Da .70.a-11e0 +70.1•110.1 +10A•110.0 +71.0 also +70.1•109.0 Stmdaat P.v1- 14517.17.515 .700-Ilea -TOO •110.0 110.0•1100 +70.0-110.0 Smr Pm4m 14517.17.518 700-flea +MM•110.0 470.0-1100 -70.0•1100 170.0-110A •70.0 410.0 +70.0-ilea -T0.0-110.0 Shvl t 11.377-14,510 .70.0.110-0 470.E-110.0 70.0-ID7.0 +70.0•f030 Sh.,mt 11377.14518 .7ao 2m 70.0-110➢ +70➢•1100 -MA-110.0 +70.0•110.0 +70.0•1100 •70.0•107,0 470.E AEi T.D.t 27.5a3.31.911 .74E 410.E N00 .09.0 .700 -0e0 •7e0 -00.0 To0a31 27,583-31.911 170.E-110.0 7Q0•110.0 4T0.0•170.0 70.0_1100 .70.0-1100 .7De -0Bo .4700 •no .70,E 4i0.0 O CDalom Sae 21511-I.582 7ao•110.0 1100•IlOA 1700-i7Q0 700 4100 Galom Sma 20517.21.582 ,700•1100 4700•1100+MA-1100 +700.1100 +me•110.0 .m0•1mo +TRO 410E +700-110.0 O MEETING RAIL Slm Cartoon 23.517.20.518'+70.0-110.0 70.0•110.0 +70A-170.0 +MA.110.0 Slartvd CotUge 21517-28.510 .70.0 410.0 MM 41MO +70,0 41DA+m0-710.0 +7a.0 410.0 +70.0-110.0 170.0 410.0+70.0•110.0 M EquaWda 2o.51r.21418 70.E•110.0 .m0•Ilea .70.E•110.0 +700•1f0.0 44 Egaa4do 20517.23,518 +M.O-110.0 70.0.110.D.70.E.1100-me-Ilea +TDA-Ilea 70,E 41MO 700-110.0-70.0-iIFO 0 SW-"P- 17.517-20.516 .74E-1100 w70D •110A +70.0•110.0 -70.0.110.0 .Smndvd PreJew .7.517-2eS16 70.0 410.0 -70.0.110.E .70.E 410E .7a.0-Ilea 470.E•710,0 +mO-7100 .70,0•Ilea N0.0-110.0 27 _ pammsae 14.517.17.518 700•110.0 .700 .110.0 +7aD-110.0 •Me-ilea Conlon Sae 14.517.17.518 •700-110.0 +700•110.0 •70D-1104 .mO 41Q0 +m0 •110.0 -?DO-110.0 70,E 410E +ma 4100 SXTER10R ShorteEl 11.377.14.510 -Ma•110,0 .700 •110.0 .70.0 -107.0 .70.E-103.0 3tartml 11DT7•f451B .70.E-110.0 •700-Ilea -70+0•114D+MO-ilea -700-ilea 70.0-ilea 70.0-10T.0 .m0-167D T48e41 31.583.35911 -70.0•110.0 70.0 •9a0 +70.0 -RIG +70.0 -90.0 Tdle11 a15a1.35,011 +m0-I1e0 47DO•1100 -70.0 410A +m0•110.0 .70.0-1ta0 .70.0 -WO MM -W.0 �-70.0 -Bea Slendmd C4a 2fi517-31.582 .70.0-12 470.0-22+MM•110.0 410.0-1 H Slandbd CdtaW 28517.3L5t2 •70.D-ilea +70.0 410.0 +m41 4100 +Tea Afe0+70.0.110.0 -70.0-ilea .TOM 4100 +70.0 410D 25 Ega44e 20.517.211510 470.E 410E +70.0 .110E .74E-110.0 170,E•Ilea Egu"o 20517.20,518 #MM-1100 +m0•1/0A +70.0-Ilea +70.0.110E 4700.110.0 +70.0•llOO 70.0-110.0 70.0•loo JAMB 40 6mndaN Rodaw 17.517-20.518 +70.0•110.0 470E-110,0 .T0.0•Ilea +m0-110.0 48 Slvndaid PmA- 175t7.2a.510 +7aa-110.0 .T0.0-1100 .TO.O•710D +70,0-110.0 70.0-110.0 .m0•110.0 70,E 410.0 70.0.11DA Rt SASH pammStre 14517-t7S75 470.0-1f0.a+TaD-1fU.0 +m.0-ilea +7a.0•fID.O poemsao 14.517.17.510 •7aD•110D +700 410.0,-700-11010 +70.0-ilea +70.0 AI0.0 .7ao-110.0 +m.0-Ilea .70E-110.0 a HEIGHT Gomm 6aa Ix517.14.518 .70.0•110.0 .700•110.0 -70A•1100 +70.0-110.0 M1an Saa 125f7-14.51E N00-i10.0 +m0-1f0.0 +T00•tIDA Na0.170.E +m.e.110.E +70,0-Ilea 7aa•ilea .Tao-71¢O .6, Shortest 114377.12518 +700-Ilea .70.0•1100 +70,0.110.0 -MO•110.0 ablest 71377-12518 +m0•110.0 +mA.110E 7D0-1100+MO alas .70E•7te0 +7eO-ilea +M0•limo 47ea-110A SECTION DETAIL FOR 2 T.W 31203.37.538 -70.0 410.0 4700 -%0 +70.0 -910 .70A .90.0 Toeest 33208.37SM .70.0.110.E .7ao 410.E .7aD 410.01+m0-ilea +70,0-1140 1mD -00 •7110 -130 170.0 -00.0 WINDOWS WITH SW4WCOSaW 28.517.3310T 70.E•110.0 .70E.1100 .70E alas +T00•11e0 Stmd dCA1V. 26517.33207 •m0.1101 700.110.0 .70D also +70.0_11MO .70E -ilea 7D.O•110M .700 41a0 +71a_110.0 LEVEL R3 REINFORCEMENT 25 O EquaW4a 23.577.2fi518 N0.0•110.0 +7E0.170.E +70A-1fOD +700-Ifo➢ EqulLfaD 23517.2BS10 ,m0-110.0 .7Q0 time .700•1100 +740.110.E 110.0 •110.1 .70E-1100 +700-1100 .70E•110.0 40.815 CwmmSao 20-517'•23616 +700-11DO 7aa alo.o -70.0-1IOM +70.0-110A m C-s sae 20.511.23.111 .m0-1100 •7ao 410.D .7ao•If0.0 1m0-1la0 -70.0-ilea .7ao-i70.o .7ao-71e0 +7D➢.110.E &GLASS.TYPES 9-16 p smndaed Pmiew ix517.2a518 +7aD•110.0 .m.0-11D0 47a.o-710.0 +70.0-7tav 48825 Mwdvd Pwae /x517."0610 47D0•110D +7ao•ItaO 70.0•HUG +mo.1fe0 470E-1100 .Imo-110A +700 410.0 -70.0•11a0 (REINFORCEMENT$SHOWN SILL IfVII a pammsa4 tests-nste 7D.0-ilea 7aE-Ilea •mA-Ilo.O 7o.D-nD.D ptllam sea l4sv-usla wD,a,nD.o 7E.o-ilea 7aD-11D➢ +me-110.0 ,ma.11e,o 70.0•110.0 70..0 410.0 +7aD•110.0 IN FIGURES ABOVE APPLY I(�I Gatoms2e 12517.145la +70A 410.0 70.0•110.0 -70.0-110.0 .700-110.0 Claiam sk. IZ517-14.518 700•11MO +70.0.110.0+70.0•110.0 70.0•Ilea +70,0•ilea 7aa-itOD 470E•Ila.a .10E-110.0 TO ALL CONFIGURATIONS) Shogo^.1 17,377.12510 7ao g10.0 N0.0 •170.0 +700•1f0.0 70.E•Ilea sw.1 11,77.12.57E ,MA•110.a .70.0 410E •70.0-1104 +7aaj1lD1 O .70.0 a1D.o 70.E•110A 70.E.1100 .70E-110.0 W.i 38.517.41.644 .70.0•110.0 700 .110.0 .70E.110.0 +TOV•110.0 T.Uest 30.517.IZ44 .70.0 410.E 7aD.1100 +70.0 4100 MO0 -MA 410E +M0 411E +70.0-1100 +100.105.7 Standee Qt ga 31.517-30.510 .70.0•510.0 .70.E -Ilea +m0 -110.0 .m0•ilea Skmd dCofte 31517-35518 +70.0-1100 a7O0.11D0 4700.1100 +7aD Me•11a0 +ma•110.0 +70.0•IOaS+70.0-ladA r� Ew'mae 20,511-31.516 +70.0-119.0 1m0'•1le0 +70.0-110.0 .m0.110.0 Eq..Wa 28517.31.518 +MA-11aO ♦70.0•11m0 410E -in+m00 -70.0 41a0 70.0-110.0 .]DE 407.0 .70D-1024 SWA&cd Pm 23.517.21510 700•110.0 7aa 414E +70.0 4100 .70.0•1IO0 SLmidmd PreAou 21517-26.418 .me-t1a.0 *Me•Ilea+m0-1100 .m00 70.E•110.0 +m0•110.0 7o0Ilea .70.0_105262 Ctom sea 20.517=2].515 •700.110.0 170.E.110.0 *Me-ilea •Me-110062 paten Sae 20.517-23,515 +mo-IlO.D .7aa-Ilea -Me-1100 470.00 +MM-110.0 +m0-110.0 700•1100 .7aa-707,0 Gawp 5aa 17.517-2a516 .T00 4100 00 -ilea 470.0-ilea -700•1lo0 palms Saa 17517-m.518 •ma•1100 •70.0 4100 70.0•1100 +700E +MM•110.0 .70.0-110.0 70.0•110.0 +700•1098 CustmnSae 14.51]-12SI8 +T0.0•110.a +m0•770.0 +m.0-Ilea .70.E-Ilea Cusivn Saa 1d.517.173i0 +T0.0-f10.0 N0.0•71n0 +m.0•Ilea.m0 7D0-7020 .T0.0-10a5 4m0•f00.S .70.E-1005 C1amm Sae 11017.145IG -70.0.110.0 .7a0•110.0 470.E.1100 .70.E 41a0 paten Sae 11017-/9510 •me•Ilea +m0-1110 +11.0 4.1 -M. -Me •97.1 +ma 44.4 .m0 191A •70.0 -04.4 Sweet 11.884-13,016 70.0.110.0-70A-1100 -70.0•Ilea 700-1f0,D Shiest i1B84.73018 70.0 1100 70.0•1100 +70.0•1D2.0 -Mo +70.0 •D73 400 -40.1 •70.0 •00.0 +ma 410.E TaOvl 39517.41.Otd N0.0-1100 N00 •110.0 +7a.0-110.0 70.E•110.0 TWtt1 30517.41.814 .70E-110,0 +m0•110.0 •10.0•7f0.0 +70.0 +70.0-t10.0.70E•IlO.D 470.E•101.5 •70.0 -B9.a GatamSko 39517-31518 4m9-110.0 7aD-11D0 +700-ilea +70.0•Ilea Gnbnsae 38517.3a518 -70.0-110.0 .mA•710.a .70.0•1100 +m.0a 700 •110.0 +m0.110.0+7aa-101.7 +70.0 -98.3 EguU410 35.517.3a575 .70.E•110.0 7aD •111, +m.o•11H. 170.E•114e Egu2-kte 35.517.35518 +700.110➢ -700.110.0 +700•1100 .70E•1100 .70.E 4WA 7aa-110o.700'400A +70.0 -050 75 C-1-Sao 32.5R•35510 +70.0•11a0 7O0 41D.0 -70.0•11D0 -70.0-11D.0 75 GalaOi Size 325f7.35518 .70E•110.0 Ilea a10.0 .70E•110➢ .70.E-7100 .70.E•Ilea N40-170.0 70.E•700.7 +700 4152 SmndWP-;m 24517-32516 +m0-ilea +MM-ilea .70.0.110E •m0•110.D Seeded Pmdeu 20517-3Z06 •70.0-11e0 -70.0-110.0 NOD•IfOA+m0 41a0 .70.E-ilea +ma 409A 70,0•101.5 -70.0 -Ba1 p_Sue 28.517.219 10 7D0•110➢ .70E .110.0 4700•110.0 .70E•110.0 Goatee Size 28,517-29.510 .700-110.0 •700-1100 +70.0-107.8 70➢•7024 .T0,0 •95.0 -MA -084 .70.0 -054 -MA 419.4 Sivtast 24.e81-2a5f8. N00-Ilea .70E-710.0 +70.0-Ilea 700+110.0 Shaded 24860.28.5/8 •70.0•Ilea +70.0•Ilea +70.0 -1of8 •7aa •98.1 •TOE •�4 .700 92d 700 •02.4 +70.0 -824 EquaWda 38.617.41.BM .m.D•110.0 7aa a10.0 .70E-t 10.E .7aa-Ilea Egua-Re 3Ds11-41.844 .Too-110.0 -70.9 Ala +70..-110.0 +m.a-1100 -MA-ilea +m0•109.8•70.0 •BB.7 -70.0 -91.1 GLASSTYPES.9 THRDUGH 51 Cusmm sae 35511.3a51B •7ao•710.0 .70,E-77a.0 .T0.0-1f0.0 +70.0•fl0.e 84 Gat_saa 3s5f7-3a518 NQO-1f0.0 +m0-110.0 •7aa-107D .T0,0-10G4 70.0 •BBB -Me -0a4 '700 .98A -70.0 -01A 16 MAY NOT BE USED WITH SWManlPmnow' 33,e54_35518 .7ao-1f0.0 Ilea-1 f0.O •70.0•110.0 N00.1fo.0 slmtdvd Prodew 31854-38.518 700-i. .rao-Ilea +m0-1 DLS +T0.0 -97.0 .70.0 A13 70.0 Gal -MO -00.0 ,7aD 410.E 11 J-CHANNEL OR INTEGRAL PRODUCT REVISED 01.78 Te0os1 -41,84d 70.E•Imo N0.0 -Ilea +70.0-110.0 .m.0 d10,0 91.78 Tmmat ^'•41" 70.E-170.0 .7ao also +70.0-tO1.8 +m0 -WA 70.0 -913 470.E -011 70.E •DD.D .m0 -20.0 •FIN FRAMES as comp)In with the Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Coda '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 -MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 , NtM-140. 20.0401.03 (APPLIES TO ANY HEIGHT 91,78-OR LESS) (APPLIES TO ANY HEIGHT 91.78-OR LESS) LYN 7��� ReNarox Et4 Italian Dato• 7/30/2025 ,�`����N• :��>� % C)SASH HEIGHT CORRECTION. B �y �r:• •,cam; AK-03/10/20 Mlam-0ada Producrt-Qa trot NO.5B7D5 NOTES: _ �`. _ s;- Ry '1)USE THESE TABLES FOR ALL WINDOWS INSTALLED-THROUGH THE FRAME. -./ i3.ZU fY� 1070 TECHNOLOGYDRIVE DESIGN PRESSURE TABLES ROSOWSKI S ATE OF 'L N.VENICE.FL 34275 2)FRAME DIMENSIONS ARE BUCK.-SASH HEIGHT IS AS PER THE FIGURE _ ORION ORION,.-•`�a�` (94IM80-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/1.5/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN >>S�O)VpL ON THE TABLE, A L1171J1 ALL 1�P.E Serrea/Madek Scale: SMak QrorinB Na Rer. 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I •300' �1 c�Ns ��% RC)NO CHANGES THIS SHEET. ®rlrati�oalo• 7l30/2025�/30/2025 316" •751" ,75p �"� AK-03/10/20 NBam l ade Froducfcosrol No.537Ds = .035" .025" -�-� ,_-D .•7,t� Description: Drum sr. 72 LAMIIG B0 EXTRUDED 81 ROLLED �o''CA TE � 1070TEC,FL LOG RIVE WINDOW EXTRUSIONS J ROSOWSKI O BEADING SCREEN FRAME O SCREEN FRAME .p Zr FS FAO...... , Imo' '� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '/7�•/j�()NALt�N0" se,res/GreaeL scare: saoeh 0,onlr:p No. Rov: A LYNN HOLLER,P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 C ' P,EO 58705 REGISTRATION029298 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: - STRUCTURAL "- 0111 of Material' Bill of Material,cont SILICONE STRUCTURAL 3176"NOM. # Pert.# Description Material # Part# Description Material POLYISOBUTYLENE 1/4"NOM WITH 1 620101 Single Hung Frame Head&Jambs-J•Channel PVC 45 720197 Auto Lock Mechanism C:Steel WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lack Cast Znc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lack Cater Assembly' Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS - S 620105 SH/DH Frame Sill-J•Chennel PVC 49 720200 Auto and Sweep Lock Keeper Cast Lnc 6 620106 SHIDH Frame Sill-Flange PVC 50 776X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SHIDH Frame Sill-Fin PVC 51 420781 UR Beteled Tilt Latch Comer Key PVC 8 620108 —SHIDH-Frame SW-Equal Leg/Box_ - _ PVC 52 1 420182 UR Pull Rail Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Carrier Key Screw) SS =78 4SG TPS a SPACERS NXt"1 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 Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring Ss ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILLAREA 20 620144 Pull Rail Interlock Cofer PVC 58 720192 Metal Tift Latch Finger Pull Cast Zinc BUTYLENE 5116"NOM. 21 620157 Bowled Interlock 6005 T5 A) 59 420180 Picot Bar Comer Key PVC 5116"NOM. SEAL 22 620145 Beteled Interlock Cover PVC 60 720206 Piwt Bar SS BUM& SILICONE SEAL 23 620160 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast zinc DESICCANT ROLL-FORMED 9 FOAM STAINLESS STEE 25 620152 HD Sash Reinforcement 6063 76 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zmc 26 62D153 Standard Meeting Rail Reinforcement 6005 TS At 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS �'GLASS 27 620164 HD Meeting Rail Reinforcement 6005 75 AI 66 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 30 .61644 Weatherstrip,.18T'x.270"Fin Pile 67 77858B #8 x 5/8"Ph.FH.SMS(Strike Plate Screw) SS• 31 6Q300 Weatherstrip,.1W'x.300'Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.18T'x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block.(!/8'x 1"x 1/8"),85+1-5 durc.• EPDM DURASEAL® XL ED.GEr�' 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum . 7e is. 36 78)GTHPX 08 x 3"Ph.PH SMS(Meeting Rail,Screw) 41O SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate- 6063 76 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cofer PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X0000t Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring' SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon- 87 61635/61614 .140'.Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX 98 x IA14"Ph.FH SMS(Spiral Balance Screw) ' 410 SS Part# Description Material as PRODUCOICT pREVI thewith Florida Building Cod•" [77 6 Kommeding 4SG TIPS Spacer System NoA-w. 20-0401.03 See this rrtrrirr Quanex Super Spacer nXl with Hot Mek Butyl Sheet for �` tl LYr�, /� Ex iration Date: 7/30/2025� 0� .. i8 Quanex Duraseai SpacerMaterialsE,v.s_ /� C)ADDED BACKBEDDING.9 Cardinal.XL Edge Spacer `2�'' �B AK-03/10/20 MinnifDade Produ"o roi REFEREACIE TEST REPORTS:FTL-a717,a968&8970 ;r No.SB705 Oro:ra a 1070TECHNOLOGYDRIV& BILL OF MATERIAL(BOM) J ROSOWSKI 0� S AT�2 OF N.VENICE,Fl.34275%,<` ''•`ZoRIDh,-. (941)-0801s00 SINGLE HUNG WINDOW INSTALLATION-LM Oatx 05/15/15 NOTES: ,/Sj��0Nr1L��G�`` /r r r r I'r r 1 t t Serree/Yodel• Swle: Sheet:' arovag No. Row. 1)PVC BY 9.13,1 WINDOW AND DOOR PROFILES,2,68-7, LTD.,TO BE LABELED D R AAMA EXTRUDER CODE. A LYNN MILLER,RE SH-550Q NTS 12 OF 13 MD-SH5500-01 C 2)ITEMS 0 9-13,16,24,28,29,34,39,61,82,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL P.E058705 REGISTRATION#29298 r - OPT.SWEEP LOCK �•� 0 46 48 OPT.AUTO LOCK { ` 18 20 B 47 57 OR 5B I 0 OR 48 . Q 51 52 I �� 85 1 o _ 55 I I I 45 OPT.PULL RAIL t 22 B2 ORO 14 INTERLOCK& COVER II 56 c O 87 0 86 1 •''•� i 1 OPT. i i BEVELED _ I MITERED FRAME WITH•� INTERLOCK y` INTERIOR AND EXTERIOR 16 ( 'o &COVER I FRAME WELDS Q . 18 ti 72 X4 _ 54 53 50 \., I I 80 OR(81 14 BSSpB .--- /. 1 I - ••., !r SCREEN PIAC l49.. % so~ i OPT.PULL HANDLE ASSEMBLY WITH LATCH DETAILS 41 ` CONSTANT FORCE jt. "-t. 65 16 82 OR 83 BALANCE - AAA OPT.PULL 40 R 43 - 42 43 SPIRAL BALANCE OR HANDLE �.. l 63 67 ` 1 16 MITERED FRAME WITH !t SASH INTERIOR AND EXTERIOR r. ,r'• 37 ASSEMBLY FRAME WELDS. ss -- 36 DETAILS \ EXTERIOR \ .53 ,(lt 59 I ^ATTAphES , PRODUCT REVISED F_ ` y� g 5 y\�`-•--- _ -��•- 70 Bq CE 53 i Bu,,dom l�o 0ewith the Florida ` ---_-__�— NDA-No. 20.0401.03 FRAME % l7 Rev Sion: ASSEMBLY ®' ���` ��`(LYN�y ��� Ea Iraelon Data• 7/30/202 '• � '� '��;, C)NO CHANGES THIS SHEET. Dy DETAILS \ '' ;:�2 F '• Mlam ado Produ o rol AK-03/10/20 `•'��•• IVD.58705 eacdpffon: Dro m W. D EXTERIOR �`• � � � 1070TECHNOL.OGYDRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: �v N.VENICE,FL34275 (� %O AT OF �� TIRe: Data' '1)SOME PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY- :�S�s '•F�OR{OA,.•'••�C��` �841 760D SINGLE HUNG WINDOW INSTALLATION-LIVI 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS 0 1&5.OTHER FRAME TYPES APPLY. G��� -3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. ��/�O(VAL���� Sedee/-W.- Scafe: I Sheet: Dlmrfeg No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. - A 4tJNtJILE i,P.I- P.E#58705 REGISTRATION k29288 SH-5500 NTS 13 OF 13 MD.-SH5500-01 C