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HomeMy WebLinkAboutProduct Approval s REVIEWED FOR CODE COMPLIANCE. ST. LUCIE COUNTY MIAMI•DADE BOCC MIAMI—DADS C111,111A We 10. 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.sov/buildina PGT Industries,Inc.1070 Technology Drive F ile Copy 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,RE:,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. NOA No.20-0401.03 MtAT1F�9iDE COUNTY Expiration Date: July 30,2025 Approval Date:July 23,2020 T71161r.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®NXTTM spacer system and XL Edg6m 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 241.1.3.2.1,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 Exqnriminitr NOA No.20- 01.0 ,41 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-1 I� 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51 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 51h Edition(2014)and FBC 6th Edition(2011),dated June 22,2017,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0630.05 2. Statement letter of no financial interest,dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0630.05 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under NOA.No. 16-0714.03) 4. Proposal issued by Product Control,dated 6/26/14 and revised on'8/19/14,signed by Jaime Gascon,P.E.,Supervisor,Product Control Sett' (Submitted under NOA No. I5-0519.05) Manuel Perez,P.E. Product Control Exa NOA No.20-0 01.03 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-2 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. 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 Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal),dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) 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 5' Edition(2014),dated 05/15/15,08/29/17 and updated on 03/10/20 to the new FBC 7" 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 Pert.01.03) Product Control Ex NOA No.20-Expiration Date: July 35 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(SG"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 O1/17/19,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 61 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 gl Hung Window-L.M.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Perez,P,E. Product Control Ex r NOA No.20- 01.03 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-4 ANCHORAGE / ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.118°MA%.O,C./ 21.618" �_I RADIUS-TOP /-� 54"MAX.BUCK WIDTH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL FOR ALL FRAME SEAM _� 30" 12'MAX• / I YYNDOWTYPES) LEVEL,SEE SHEETS M IMPACT RESISTANT B,SEE MAX.WINDOWTYPES) // SHEET 3 O.O. "[ .3' 52-118°MAX.BUCK WIDTH 1T MAX.FROM �II 'SEE SHEETS r 1-114" 122"O. FRAME SEAM D.SEE � � B 8 9 j1 B.SEE k..-30'MAX.O.C. ���-h---12"MAX SHEET 3 FIXED VISIBLE SHEET 4 SHEETS LIGHTWIDTH - _ A.SEE _ 12"MAX. B,SEE ,I-•►-30"MAY'O.C.-� 12-MAX. C,SEE - SHEET31 FIXED SHEETS�— SHEET4� / SPACED /+ EQUALLY `LIGHT- 17-7f8"MA)C.D.C. SHEETS EQUALLY / 17-718"MAX.O.C. y / 12 ANCHORS PER HEIGHT --� EQUALLY SPACED -L TABLES&11 / 17-7/8°MAX.O.C. / ANCHORS PER Q / N 91.78' SPACED TABLES9.11 MAX. ANCHORSPER Q84° 84" BUCK TABLES9-11 82' O BUCK HEIGHT MAX. HEIGHT BUK �— 10"MAX.O.C. K ASSHOWN 10'MAX.O.C. 10"MAX.O,C.HEIGHTXHEIGHT x (BAY.)_LTMAX.)13.314"MAX.O.C. EQUALLY 13.314"MAX,O.C. EQUALLY13.314'MAX.O.C. EQUALLYSPACED � SPACED - _ SPACED /TSEE ANCHORS PER ANCHORSPER �CHORS9-7 '% JTABLES 9-11 AI TABLESO-11Al 1 A SH 8E�9 6-12"MAX E12°MA%: - •6.12'MAX, , __NOANCHORS ATBILL NO ANCHORSA SILL -•� _ O C OftS AT SILL B•r-• SEESILLWEEP• B'"' SEESILLWEEP. Br-' } SEES WEEP• Dom"—"' 1-1/4° -+I� SEESILLWEEP- r-�• 54"MAX.BACK WIDTH +{ NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 54"MA%.BUCK WIDTH +{ NOTCH DETAILS, NOTCH DETAILS, SHEET3 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-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 1°HEIGHTSE 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...................................I.............1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,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 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX....3 4)ALL WOOD BUCKS LESS THAN 1.112°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 AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN '_ GLAZING DETAILS......................................:.........5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 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 ANCHOR QUANTITIES....... 8-10 SHOULD BE SEALED.OVERALL 3EALINGtF ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES....................................11 6)1l4°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE,OF TRANSFERRINGAFPLIED LOADS. ASSEMBLY&PARTS LIST...................................12-13 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. CODES ISTANDARDS USED: 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(F8C),6TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113 k STRESS INCREASE HAS NOT BEEN•ASTM El300.09 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 .AN511AF8PA 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 comp)yyingg with tho Florida 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEANO TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100.16 Buildlm Coda 1D)REFERENCES:TEST REPORTS FTL•7964&7966;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA:ELCOIDEWALT CRETEFLEX NOA;ELCOIDEWALTAGGRE-GATOR NOA;ENERGI WINDOW AND •AISI 1 0.1 NOA-No. 20-0401.03 DOOR PROFILES;LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL I ' i - R•ridoec E Iratlon Dato• 7/3012025 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ����1 aNY LY(�A� �i C)UPDATED TO FBC 2020, USER INSTRUCTIONS: ��''1ICENS ���( �, sY •' s''•.! REVISED ANCHOR TYPE TABLE. Mlam Dada Produc�Do trol 1)DETERMINE THE SITE SPECIFIC,WINDOWOPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE7. P•' •�� AK-03/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. -: No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - G PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - 'g� = D—iptlow Orom ey. OPENING OBTAINED IN STEP I. �� , /3 l) , �� 1070TECHNOLOGYDRB/E GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR <C/ N.VENICE,FL34275 / • YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. '�T F OF [V (941WO-1600 Oiote: 6)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. '��s ''•�ORIDT`.••' \_: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J.CHANNEL,FLANGE, /7�75/ANAL ENG Sedw/11odeL•' solo: street Pvning No. Rev, INTEGRAL FIN OR EQUALLEGBOX). ALVNt4 MILLER P.E. SH-55OD NTS 1 OF 13 MD-SH5500-01 C 11 P.Ea 58705 REGISTRATION ARB2B8 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) ableDesign Pressure •ypeS Option Conflgs:� Shapes Installation Options that may be used Type Ta le# Sheet# (we Fig B) (see Table 1) (see Fig A) (see Fig C) 5 7/8"Larrdnated I.G.:118"A Exterior Cap+7116"Air Space+5/180 Laminated;(2)Cites of 1/8"A Glass with.09W PVB Intedayer 4,5 6 6 718"Laminated I.G.:1/8'T Exterior Cap+7116"Air Space+6116"Laminated;(2)Liles of l/W A Glass with.090`PVB Intedayer q 6 6 ....Into 2X Wood FremeiBockslrip-sheet 3,option 1 - Flange Equal-Lite, Squere/Rect ap& Through theframe....Into Conciete/CMU-sheet 3,option2 7 7I8"Laminated LG.:9116°A Exterior Cap+318°Air Space+5/16"Laminated:(2)Lltos of 1!8°A Glass with.09M PVB Intedayer 4,6 6 5-16 OdellPmNew Arch-Tap 8 8 718"Laminated I.G.:3/16"T Exterior Cap+3/8'Air Space+5/16'Laminated;(2)Liles of 1/8'A Class with.090'PVB Inledeyer 4,6 6 ( ) 8 Collage Radius-Top of the window...... ,,,,g{rough 1X Buckstrip Into Concfele/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:118"A Exterior Cap+7118'Air Space+61180 Laminated;(2)Lites ol1/8'H Glass with.09W SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/6"Laminated I.O.:118"T Exterior Cap+7/16'Air Space+5116"Laminated;(2)Lites of 118"H Glass with.090•SG Intedayer 7 7 ....Into 2X Wood Frame/Buckstrip-sheet 3,option.I Box! Equal-Lite, Square/RealL 11 718"Laminated I.G.:$116'A Extedor Cap+31B"Air Space+5/1W laminated;(2)Was of 1/8'H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-16 OdelfProNew Amh Top g Through the frame....Into Carlorete/CMU-sheet 3,option 2 12 7/8"Laminated I.G.:$116"T Exterior Cap 3/8"Air Space+6/16"Lamirated;(2)Utes of 1/8"H Glass with.090•SG Inledeyer 7 7 (94) 8 Cottage Radius-Top of the window,.....„••through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/8"A Fxterior Cep+5H6°Alr Spate+7116'Laminated;(2)Utes of 3/18"A GIa99 Wllh.090•SG Inlerlayer a 7 ....into Metal-sheet 3,option 4 14 VIT"Laminated I.G.;116"T Exterior Cap+5116•Air Space+7116"Laminated;(2)Lites of 3116•A Glass with.09T SG Intedayer I a 7 Through the ...:into 2X Wood FramefRuckstrip-sheet 4,option'5 15 7/8`Laminated LO.:9/1B'A Exledor Cap+1/q^Air Space+7/78`Laminated;(2)Utes of 3116•A Glass with.080"SG Irdedayer 7 7 J-Channel Equal-Lite. Square/Real.,integral On.. into Metal-sheet 4,option 7 . 16 7/8"Laminated I.G. y116`T Exledor Cep+1/4°Air Space+7116"Laminated;(2)Utes of 3116"A Glass with.090'SG Intedayer 7 7 (#1) 5.8 Od Cottage Arch Top 8 Through the frame•...into 2X Wood FrameBuckstdp-sheet 4,option 8 - - � 8 Cottage Radius Top of the window.,.... ,.:.Info Meted-sheet 4,option 8 TABLE 2;ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 q Square/Rect.,Through the ....Into 2X Wood FmmelBuekslrip-sheet 4,option 5 Min.Edge. Min. 816 MAY NOT BE USED IN Equal-Lite,Group Anchor Substrata integral tin...... option 7 Distance- ryrrbedmoM' � THE HVHZ ABOVE 30'. Em 5-8 OdeVProNew Arch-TopB ....Into Metal-sheet 4,o P.. ou ern me(SG=0.55) 7 6' 8" 8 Cottage Radius-Top Through the frame....Into 2X Wood Frame/Buckstdp-sheet 4,option 6 910 SMS Steel,Ate. 318" D.050" of the.window...... ....into Metai•sheet 4,option 8 (steel,I"S.S. "MIN.OF 3 or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) THREADS FIGURE B:FRAME TYPES A Aluminum,6063775' 318" 0.050" BEYOND THE FIGURER:FRAME CONFIGURATIONS 3116"steel Ultracon.or P.T.SouthernPine(SG=0.55) 7116, I-WV, METAL. O O "A°=ANNEALED ffccl SUBSTRATE. °H"=HFATSTRENGTHENED Ullracon+ Concrete(min.3 ksi) 1" 13/B" -r=TEMPERED 3116'steel Ultracon Ungrouted CMU,(ASTM G90) 2-112° 1 1-1/4" °UNGROUTED 'PVB"-.090"TROSIFOL®PVB G 3116"steel Ultrecon+ Ungrouted CMU,(ASTM G90) 1" 1.1/4" CMU'VALUES � Y/ QU BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9116" 1-318" MAY BE USED J-CHANNEL IN7C-GRAL FIN #l, SMS /�/ "SG"=INTER AY R BY SO KU Steel,A36" 318" 0.050" FOR GROUTED INTERLAYF-R BY KURARAY (steel,1B•8 B.S. Steel Stud,A653 Gr.331. 3I8" 0.0451"(18 Ga.) CMU �j O2 4O AMERICA,INC. B or 410 S.S.) Aluminum,6063•T5' 31W 0.063" APPLICATIONS. �/ tafL�it� 114"steel UBracon of P.T.Southern Pine(SG=0.55) 1" 1-3/81 EQUAL-LITE ORIEL COTTAGE Ultracon+ - 7]1?-d7ID1 114"steel CreteBex P.T.Southern Pine(SG=0.55) 1 1.3/8 FIGURE C:FRAME SHAPES FLANGE BOX OR EQUAL-LEG 1/4"steel Aggre-Getor P.T.Southern Pine(SG=0.55) 1" 1.318" --BUCK WIDTH ----]BUCK WIDTH——+{BUCK WIDTH__ Concrete(min.Z85 ksq 1' 1314" tl4°steel Ultracon T T - T f V— --1 Material Min.Fr Min.Fc Ungmuled CMU,(ASTM CAD) 2-112" 1-114" T '( T I C Concrete(min.3 ks0 1-WIS' 1.34' F= �j �, _ �/ i .Steel Screw 82 ksi 120 ksi 1!4°steel Ullrewn+ Ungrotded CMU,(ASTM G90) t" 1-114" u O Y/ (s T 18A Screw fig ksi 95 ksi 1!4"steel CreteBex Concrete(min.3.35 ksi) 1" 1-3/4" _ _ sa _ - - 410 Screw 90 ksi -Tiff ksi 1f4"steel Ultrawn Connate(min.2.85 ksi) 2-1/2' 13/4" Y. x x W(� ElcofDaWalt Aggm-Galor® 57 ksi g6 ksl 114"steel Ultrdcoo+ Concrete(min.3list) 2.1/Y' 1314" al �/ m �/ Eleo UOmCorl9 155 kill 177 ksi 1/4"steel lHtmoon+ MC-90) (ASTM CAD) 2-112" 1-1/4" 1 1 + j 1 3116"OeWalt UllmCom® 117 kill 184 ksl D n.3.35 k8i 2-112" 1314" 1 1 1 1 1 DeWalt UltmCon+G 145 ksi 164 ksi 114"steel Creteflex RECTANGULAR RADIUS-TOP AROH-TOP (ASTM G80) 2.112" 1-1/4" 410 SS EIcelDewalt CrefeFlex® 727.4 kill 189.7 kill PRODUCT REVISED 114"steel A .3.275ksi 1-11Z. -MV WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED,SHAPES MAY BE USED 6063-T6 Aluminum 16 ksi 22 Iggre{iator BY INSCRIBING THE SHAPE INA BLOCKAND OBTAINING DESIGN PRESSURES A36 Steel 36 kai 58 si es eomptVlml with!ha FloAde (ASEM AL F 2" 2" AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. Gt.33 Steel Stud 33 kill q5 si NOA-ng e TABLE 3:ALLOWABLE ANCHORS THROUGH 7fiE INTEGRAL FIN NOA-No. 20.0401.03 Min.Edge Min. �� Rmlelon: Ex Iratbn Date: 7/30/202S Group Anchor Substrate / Distance Embedment' xNO 5'f Ll'r�N���i�� C)REVISED ANCHOR TYPE Eye E 2-112"x.131"Commm a4 P.T.Southern Pine(SG--. 318` 2.7118" ty�,.•' �ICENgF'•,�� '� TABLE, mlom Dtrde Produef-Oo Nrol 2-112"Ring Roofing Nell P.T.Southern Pine(SG=.6.55) 318" 2.7116• 2': :�f� P.T.Southern Pine(SG=.55) 112" 131a" fe,' 1'10.SD705 ' ]�ITIAK-03/10/20 #10 Trusshead St.,- Aluminum,6083-T6' 316'1 0.050' °- - •- 0ucrfp0on: - ��BY• (steel, B.S. Steel Stud,Gr.33' 318" 0,0451•(18 Ga.) -° IY� 0070 TECHNOLOGY DRIVE GLASS)ANCHORS/FRAME OPTIONS JROSOWSKI or 410 S.5.S:) '�Q••. S ��ZJ '•C(/„ N,VENICE,FL34275 F Steel,A38' 31B" 0.050" `MIN.OF 3 METAL P.T.Southern Pine(SG=.55) 9f16" 1318" THREADS T c 941 1800 �"' Oats' #t2 SMS BEYOND THE F �oR!4"• •��'� ( ?489- SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,6063-TS 3I8" 0.063" 'i sn G (steel,"188Steel Stud,Gr.33' 31B" 0.050" SUBSTRATE: ip`�' 1����` a 410 S.S.) Steel, Gr 318" O.D50" A.L11f�tS�I(L1R,P.E. Serrex/Madsh Scold: eetr therhv No. Mv. P.E.#68705 REGISTRATION OMS 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 FRAME AND IX DIRECTLY INTO CONCRETEICMU. SUCKSTRIP INTO CONCRETE/CMU, OPTION I EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHORED THROUGH EMBEDMENT —�I - EMBEDMENT FRAME INTO 2X WOOD —rl 1/4"MAX SHIM 16 114"MAX SHIM -+I �— FRAME IN OUCKSTRIP. �` SEE NOTE 2,THIS SHEET. EMBEDMENT * SASH VISIBLE 17 FLANGE FRAME 1 EDGE 0� 1g LIGHT WIDTH ro �0C EDGE SHOWN —L--L DISTANCE a DISTANCE 44 BALANCE --�114°MAX' TYPE VARIES TYP.ANCHOR SHIM TVP.ANCHOR TYPE, 42 WITH SASH o TYPE, - TYP.ANCHORTYPE, EMBEDMENT,ND WEIGHT 54 EMBEDMENT 2 EDGE 30 'AND EDGE DISTANCE PER D EDGE SUBSTRATE. DISTANCE PER 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, II,JI SEE TABLE 2,SHEET 2. SEE TABLE2,SHEET 2. T� I82. o EXTERIOR B7 4 DISTANCE SSEE HEET TABLE 2, FIXED 19 FIXED VISIBLE Vn emu\ 201 OPT,SASH TOP FLANGE LIGHT WIDTH VISIBLE LIFT RAIL 2 I EQUAL LIGHT FRAME I LEGlBOX HEIGHT FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH FRAME +y 1 ANCHOR @ 3.55" SHOWN L I 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL O 21 CENTER. SUBSTRATE-APPROPRIATE O 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND 72 6 y OVER 3fi"WIDE: DARE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. I) ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 45 46 47 SCREWS @16-3M- INSTALLATION OPTION SHOWN MAY 14 FROM END. BE BE USED ON ANY SIDE OF THE 35 a FOR WINDOWS WITH WINDOW. 1/4'MA%. BUCK I6 BOTTOM LOCKS: SHIM 910 OR#12 STEEL 50 ADD ADDRIONAL 2)MASONRY ANCHORS MAY BE 114"MAX. HEIGHT N ILLING SCREWS @ B-318° USED INTO WOOD AS PER TABLE 2, ),SEE SHIM 85 FROM END, SHEET 2.ALL WOOD BUCKS LESS 30 THAN 1.1/2'THICK ARE TO BE E 2, SASH CONSIDERED 1X INSTALLATIONS,IXSHEET-2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 86 16 USE EITHER DEPICTED AS 2X ARE 1-1/2-THICK ppT (W GREATER.IXAND E BUCKS85 B TCOOR (WHEN USED)SHALL BE DESIGNED(2)i" 61 31 30 84 - BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGEEQUAL'INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME FRAM X WEEP LOCATION:6-518' pESIGN AND INSTALLATION IS TPIE. SHOWNFRAMENOTCHES AT 80 FROM SASH END, RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR g 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION J-I. INSTALLATION(ALSO REFERRED.TO AS DAYLIGHT V 87 OPTION 4 OPTION 4 PRODUCT REVISED OPENING IS MEASURED FROM as com 1yln with the Florida EQUAL-LEGIBOX 1-MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Cod. FRAME SHOWN ,1 I 111111 j FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.03 OP1Y '(nl/y ',,, Revlskuq EsRimition Date 7)3�0/202$. .27"X,.2s" NO ANCHORS :•''•,.1GE^a, '•��!! C)NO CHANGES THIS SHEET. Br. WEEPHOLE REQUIRED �'' 'F Mlam ado Produc itrol IN WICOVER @ VISIBLE LIGHT FORMULAS '•.� = AK-03/10/20 " 2.87°FROM O <,�•• FLANGE OR =7,r No.58705 >,t EACH END. EQUAL-LEG WIDTH = FRAME SILLS @SASH:BUCK WIDTH-6.12" _-p:a - Oe:nlptlon: D.-By: @ FIXED LITE:BUCK WIDTH-4-316" �q'. , J3 a7 - t070TECHNOLOGYDRNE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI AS' N.VENICE FL 34276 HEIGHT(EQUAL-LITE 60OD19 4t D7 TiOeP VERTICAL SECTION B-B BUCK HEIGHT12-3-15116" •••••...... SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,,,�NAL1%1'� Sa1mlM dal. scma Shaetr mc.hw Na. Rar. A LYNN MILLER,P.E SH-5500 NTS 3 OF 13 MD-SH5500-01 C P.E.#58705 REGISTRATION#20296 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 OR BUGKSTRIP.SEE INTO 2X WOOD FRAME OR �-EDGE DISTANCE ANCHORED THROUGH INTEGRAL I--EMBEDMENT - _1+. - NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR 1/4"MAX,SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE O 16 IW MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL I EMBEDMENT AND EDGE �— 18 LIGHT WIDTH �` 17 FRAME y DISTANCE PER SUBSTRATE, SHOWN �— 1 SEE TABLE 2,SHEET 2. J O _ (SCREW SHOWN) D 44 BALANCE �O �1/4°MAX SHIM 42 WITE VARIES H SASHEDGE — Q EIv1SE0MENT i TYP,ANCHOR TYPE, DISTANCE WEIGHT 54 30 c� a EMBEDMENT AND EDGE 31 . DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2.18 (NAIL SHOWN) EXTERIOR 87 TYPE. n TYP.ANCHOR INTEGRAL EMBEDMENT E FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, 19 C= FRAME SEETABLE 3,SHEET 2. FIXED 20 OPT,SASH TOP LIGHT WIDTH VISIBLE LIFT RAIL J-CFRAME L 1 SHOWN (NAIL SHOWN) LIGHT I NOTES: SHOWN HEIGHT FOR ALL WINDOWS: 1 ANCHOR @ 3.55° B 1 L 49 21 FROM ENDpNDAT 1)USE ONLY ATEAPPROPRIATE 22 FOR WINDOWS HORIZONTALSECTIONC-C O CENTER ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 '0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1l4"SSH MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. II SCREWS @16-18° INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MUWON BUCK FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: 010 OR#12 STEEL 114`MAX HEIGHT 50 C 76 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ 8-318° USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE SHEET 2.ALL WOOD BUCKS LESS ❑85 30 FROM END. THAN 1-1 IT THICK ARE TO BE TABLES 2.3 n� SASH CONSIDERED 1%INSTALLATIONS, U EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT .SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1.112"THICK 86 - t8 OR BOTTOM OR GREATER.1X AND 2X 13UCKS Off• LOCK(SHEET 3). Q � 65 (WHEN USED)SHALL BE DESIGNED (2)1" 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS Q FIN AND/OR INTERIOR 31 LOCATION:B-5/8' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD - NOTCHES AT 80 Q RESPONSIBILITY OF THE ENGINEER INTEGRAL IN o � �� o EACH END. II NO ANCHORS OR ARCHITECT OF RECORD, FRAME SHOWN55 (� REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH HEIGHT INSTALLATION PRODUCT REVISED THROUGH FRAME D(ALSO REFERRED TO AS DAYLIGHT OPTION 7 � OPTION 8 OPENING)IS MEASURED FROM - as comp up,with the.Florida INTEGRAL FIN 114"MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL CCoodd SHIM BEADING TO BEADING. INTEGRAL PIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Building o FRAME SHOWN 0� I I U u n NOA-No. 20-0401.03 27"X1W/.25"WEEPHOLE TT .`�'�ON`f•�Yf�Ndp ; C)REVISED DADE MULLION 6ilratl°n Date• 7/30/2025 38OCOVER@2.B7" -- T ,'� �iCENs,�'•�� Y FROM EACH END. I VISIBLE LIGHT FORMULAS ``�•' '���1�� NOTE. Miam ada Froduef-Co eroi TYP.ANCHOR TYPE, =x'�; No,08705 AK-03/10/20 EMBEDMENT EDGE EDGE DISTANCE WIDTH si= DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-1/2" SEETABLE3,SHEET2. —►1 EMBEDMENT+-- @FIXED LITE:BUCK WIDTH-4.3/B" =�0 '. 13 0 �� 1070TECHNOLOGYORME J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) S A F •� N.VENICE,FL 34276 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIHEIG�-3-15116' �5 '`�oRlDr'••'' �c,�;' (�1) 1800 rI 05 ANCHORED THROUGH INTEGRAL FIN SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- L 1'AL6"NP E. Sertan/Aladet Srn7a STeoe OiaD No. Rx. STRIP,SEE NOTE 2,THIS SHEET. A LYNN MILLER,P.E SH-5500 NTS 4 OF'13 MD-SH5500-01 C P.ER 58705 REGISTRATION.K292BB —�{ 718"NOM. I-�— +{ 7I8"NOM, 718,NOM. —►{ 718"NOM. 7/8"NOM. 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB 5116"A/A PVB I — 5/16"H/H SG. 711 FAIR SPACE 7/16"AIR SPACE 3/B"AIR SPACE 3/8"AIR SPACE— 7/16'AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS ' C]EXTERIOR aEXTERIOR aEXTERIOR Gj EXTERIOR a XTE IOR 78.79 783 76.79 T8.7B 7&7B GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 ..GLASS TYPE 9 711"NOM• �— -+� 718"NOM. 7/8"NOM. —►{ 7/8'NOM. 718"NOM.. 5/16"H/H SG 5/16"HLH SG I 5/16"H/H SG 7/16"ALA SG I I 7/16"A/A SG 7116"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 a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-7B 70.78 679 7B-78 78-7B GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�I 718"NO 7/81 NOM. �+- 7116"A/A SG 7116"A/A SG 1/2"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 114"AIR SPACE 78-79 BITE 7YP. 16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES ]EXTERIOR aEXTERIOR GLASS TYPES 5,7,9,11,13 70.78 7e-79 31 '8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 3V. PRODUCT®REVISED a GLASS TYPE 15 GLASS TYPE 16 BBuual g c;"dawith lho Florida NOA-No. zo°oao't.oa 38 30 /, Reviyun: Ex Irotion Dato• 7/30/20'1$ 5!'v4/i,I' C)NO CHANGES THIS SHEET. eye AK-03/10/20 Mlam Dada Produef-so trot GLAZING NOTES: No.58705 dD "A°=ANNEALED ^ TYP.GLAZING DETAIL M�HEATSTRENGTHENED 0 : = 1070 TECHNOLOGY DRNE GD.LAZING DETAILS ROSOWSKI "T'=TEMPERED '•}'"1 �- "PV8"=.090"TROSIZ �VB BY KURARAYAMERICA,INC. ��,. S (/ v �W� N.VENICE•FL3/275 BSa - "SG"-.090"SENTRYGLAS�BY KURARAYAMERICA,INC. 'BPS--^'L ORID7+-.- =�� 1&i1 t806 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. �is/O�At Gh� Sorfei~m Sco1a: s/ieac 8�1n9 Na R¢r. A LVtJf11"11LLlik P.E. SH-5500 NTS 5OF 13 MD-SH5500-01 C P.E.0$8705 REGISTRATION1129296 ABLE 4: ABLLE 5: TABLE e; AI 7YD. B.Avm SmM1 _ sm Ty ssu pes Design Prere,Ibe1R2 5 Ilmcwplbn nrpwn amnlleta0i Design Pressure,Ib511rT a GmcTrp.S Design Pnlssure,MAW,, 2mw ' 5,g78e OUvs R: Ro,gv®YNtlow Rango M) wems nlm q.788 +65.01-70.0 2M E,;uo- 11.05s .650 •T0.0 4650 40A Ro1nL Lewl RoW.lewl .. R1 Form wlndawq sash sh.s Sla-CO r 1a.SlT•15870 .650 •]0.0 .65.0 •n.9 'IM Fo7a11wi,Mowond amli shm 20 Egoo- 11,6m-1-16 .a40 40.0 181.0 -T0.0 ' SEE TABLE 9,SHEET 8 FOR r1 Pmw..] vAn•11.502 .639 -me .05'. ao.D SEE TABLE 10,SHEET 9 FOR. ANCHOR GROUP AND QUANTITY, T.ieel 23,517.252W -A . .Mn.Mn -Mo ANCHOR GROUP AND QUANTITY, 6ro&oJ Col., 2MO59- .310 .010 -1o.0 .65A 40A - 3-5 EW"lo 17.51740.037 .650 •100 .05.0 ao Sw-oo Frow 14A17-17A16 .mA •7.0 .0.0 40'. 9non,ol 11.3n-11ble -A •70A .d5A *70o c Wes] 21.393•81411 .G5A •MP .65A -700 Cuslno fin. 28.617.2]A53 165.A -700 105A -70.0 - 61ve1vNClnt 21517-20516 .m.D •/GA .69A -70.0 HEADER 4e Ecun+te m6v-23A1a 400 .700 .65.0 •704 HEADER - 6lanmrAPlalw 17.81/-20.fi B .mA -T0.0 .Ke -70.0 23 cootmn sisv ta.@v-17.Bte .BSA -ro.D .6.0 460 23 " 0-1 flan sable .650 .,do .me -A ' �a Tolebl 31,5 -35.011 1630 •700 -A .Too 0 6Ltrtfnl(blmy m61r-31Am ". •70.0 ..B9.o -AD o - EgA1610 20,617-20 510 485.0 •70A .650 400 08 61onNq Pmwrn It.mi•20.518 .65D •l.h .0.0 •10.0 MEETING RAIL - emlem sb. i<.a - a en le .B -7.4 ..A JD.A a MEETING RAIL nb 26 ° .a W hue U.5n-14.510 165.0 .700 .650 .70.0 27 a smrwl 11sn•12A1e .e$B a00 .65X -70.0 FMERIOR roxol a26e-3v53e wo. •roA .m,o lob F:xrEwca slo m Colmp. 26.517 saw] .6sA .70.0 .0,0 .700 A OE4w3Lrl. 23.a17-29.510 .GS.o •TDA .m0 -i0.0 23 Y9m5 Cuslem S176 7a81t-21.610 .m.0 -TOA .@io -70.0 23 O JAMB p@ 61wWvnl-S..- lain-zAs1B .650 -no .m.0 M. JAMB nl SASH 3 cmlom sue 14117.11Ale 450 •MA .me aoo emlea SASH a HEIGHT Mlom She 13.517-14.91G .mD -T9.o .m.9 aD,9 a HEIGHT slnaesl 11o1r•12.SI6 +esA -70A W50 •M.0 i.6n1 Ma17•41.Gea ..so -lob .65D •T0.0 6taMVA WL2so ]1.51r-36310 ..SA •m9 -A •Me ¢Auouto 20.51r•31.51s .00 •70A 165.0 -100 23 sl.M dPrywrn 2a617.26A10 .850 •iDA .09.0 -700 23 62 ololmn Ate 20.fit1.23.616 .65D -m9 .mA -MA SILL GAlmn fin. 2m7•m510 .0.0 no .o5A -M.o SILL 0 FEE fi sn. u.mt-us16 .ash •70,0 .as.o fal tm u. laov•u.v6 .G50 d00 .m.o 11 ata smnem it.M-Um6 .650 1•70A .m.D A05 T.Ao,t 39.517.01LK .89A •T00 .650 •10.0 _ Cwtwn 6�ze 3a61T•39At8 ImA •10,0 .6so a A Emote. 3S.B1I-08AIB .m0 .70.0 .650 4AA 76 pntom so. 32517.35516 465.0 1.700 .55.0 •70A 616-pnowrn 29.517-3ab10 .mA - .m.o "A SECTION DETAIL FOR WINDOWS WITH c.9wPso. 26517-2DA16 .69A •?..a 6s.B m.3 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5 6.7&8 6mnn1 N.Nd-26.bie .05. •To0 .65D �A LEVEL R2 REINFORCEMENT&GLASS TYPES 5 6,7&8 REINFORCEMENTS SHOWN IN FIGURES ABOVE E4u0tau 3am1-qAu .69A •7.0 .m.9 aoo ( m GAlom euv ism]-aBA1e .m9 aaA -A Ala (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO F IG FRAME TYPES 8 APPLY TO ALL FRAME TYPES$ PRODUCT REVISED CONFIGURATIONS slon¢w Prow^'. 5]aW•]9.6M .mo av '65A aaa else ia9m1 -n.aa .Bs.o aa,o .Bs.D AB.S - CONFIGURATIONS) SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. "as complying with the Florida '.MIN.SASH HEIGHT WINDOW BUCK HEIGHT-50.136 Building Code NOA-No. 20-0401.03 (APPLIES TO ANY HEIGHT HT 97.78° ) %Or1Y LYNN �•,,/ N°r)S ®y>ry1retlon Date 7130 2025 �scenls ! C SASH HEIGHT CORRECTION. �'.• F ,! q:. and% AK-03/10/20 Nlam Dade Preduelt-tta�itml No.58705 NOTES: _ ,,I- W. sf- N _ 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH T Jz 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES ROSOWSKI HE FRAME OR INTEGRAL FIN. %�! S�]E F 0 N.VENI E,FL 34276 _ 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. _ `�,p�s'•.rS{D11YR7Ur.-'G�(V` (gt1}48 600 SINGLE HUNG WINDOW INSTALLATION-LM 05/45/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ���ws��NAL� ��` Serhe/YodeL• ScAl9: sheet Oran7rlg N. Rer. 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wan-010.0 +70.0 4100*MD-tine 4m0-Imo � Slendw W%w 20617-MTD7 imo MOD -70OO•T100.roD-1100 Too-Tian ;n •Imo.70.0-110.a.700•1100 +m.0•11o,O LEVEL R3 REINFORCEMENT 25 +� EgpLl4e 23.517.20618 0700•1+00+700•1f00•70.0•I10.0IM-0.0 •110.0 Equ kf. i361T•M 510 +ma•110.0+Too-ILOO.700•1100 .70.0•1 ma .70.0•110.0+70.0 4100 Too•1100+700•Il00 Qnbm Sto M.517-Men Too•tto0 wan•110.0+TO.O•1100 -noa �pp On!"Sn4 M517.23-510 +m0•IWO +mD-noo•70.0.tm.0.Tao.noo .m.o.1100•m0.1 WO.700-Imo.700.110.0 &GLASS TYPES 9.16 Q °BQu 6t nod Pmbw 11.51T•2061e w0..0-110.0 TO.O-nao imo Mae -110.0 ,H d0�5 sla+dvd RW- 17517-20,510 •Tao•Ito.a TOD.naD Tao-nee+70.0.110.0 Ilan•n00 Tao•n 0.o-70a-110,o Ta.a•lino $ILL OnroTn fito 14517.17.516 T00 410a Tao-Imo T,a•110..0 •1fa0 .�iG lamom sto 14517-17,510 TOo.fi0.0 •70.0•110.0+700.1mD-Me-1100 .mo.110.0 Toa•lino.raa-no.o.70A•na.0 (REINFORCEMENTS SHOWN c.nmat Ste M50-14s16 +70..0-Ilpo noa M0.0 470a-Ima - T ALL IGURES APPLY Imo laaton ste +z5n-1as1a .ran-noa wa.o.Im.O+700.vo.o wan.nao .ro.o.1tpo .ran•no.0+roo-no.D wan-na.° TO ALL CONFIGURATIONS) SM1ell I1.M.J2510 +700•n0.0 Too•naD +700 44an •naD 6TMn1 11277.12,510 TOO.1100 .70.0 4120 -na Men .Tao•11a0 +roD•nao.m0•110.0 TO.a Moo.704 4100 7a0as1 3afi0.4f.640 Taa•itn.0 Tao-110.0+m.0•ri0.0 •110.0 TWlnt 38.517-di,644 imo-110.0 Tao amo •70.0.110a♦700•110.0 .Me•JWO+700•noo.70.0-Imo +roo-m5,7 Standw Canape 3f.517.3a5f8 •790 4100.70.9-110.0•70a-IWO -77a0 SWW dC", 31.517.30.516 a7a0.110.0+7ao 4%..70D•110D+me.11o0.70.0•Ilao+70D-Ilan+70.0•108.5•m.0•1034 o fgvOn4e 28,Sn•316f8 +70.0-110.0 Tao-110.0+m.0•1100 •110.a EgiNJ4a 28.511-11.11a imp•110.p +7ao•1100 •ro.0•110.0+m0•1100+m.0•lien+70.0-110.0 +70,0-10I.0 wnD-I03.4 6Nndam PmMew 991T-7a54B +m0-110.0+]so Alan+70.0-ties.T0.0-IWO Slm.tad PT - n517-2a9m Teo• .1100 .70a•time -me•110.0 woo.110.0+ 0.I10.0.roo-110,D+me•tine +70.0-1D52 m Cnlvm St4 W517-M,510 +T00•I i60+mD•110.0+ro.0•n0.n•ro.0•1100 at Cutv05te 20.917-M.518 aro,0-110.0 Too-i10.0+m.0-Imo+70.0-110,0 4m.0-.110.0+Me 410.0 •70.0•1f00 +m.0 407.0 Cual4m Sao 1/.917•n.5f0 +700•I10.0 •700 4100 170.0•imo 1700-lies Cnfwn Sta 17,917•4.516 TOO•1100-Too 4100•70.0.ties +is -flan Ono.110.0.70.0.110a•70,0•IWa 1 woo IN. Galan6to 74,517-IT518 .m0-1100+Tito•line +70.0./10.0 w00•110.0 Onlom Eta 14.517-11.510 +mo-1100 TOO-110.0 .70.0.110O.no-..7on-W2a •ion•1W5-you-INS 470.0 400.5 Gcbmbt4 11017.14519 n.•I10D T¢n-110.n+ro,0•1100•ro.D•110.0 Cntan sfte i1n17-14,5f0 +m0•1100 •70.0-Ilan •700-1012 .ron A047 •m.o -Bt.l .7¢0 4d.a •Top '•814 -70.0A44 STa+nt i1,804.13016 +m.0•Il0.0•mo•11pn •m.0•110.0.10.0•110.0 ShMonl 71.804.13 018 +70.0•ilea+700-110.0+700•7028+TO.a •07.0N0.0 •103 .mp 20.1 +70.0 -00.0 1100 4¢O T11n1 oB.51]•d1,044 +7n0-I10.0+Tao-110.0+10.0-170.0.7ao AnnT61nt 39.517 0.0-d1844 +Tao•11 +70.0-110.0+m.0-110.0 +70.0-1+0.0 no-110.0 Too-110.0•70.0-+01.5.70.0 •Ban Onbrt,Ste 3aSIT.n SW .7.0-+100•7ao-+I00 TOO'•110a+ion-I10o OnIm end 1 ZI7.39.510 +Tan•1110 470.0•1100.roD.1100+700.1 WD+Taa•1100 no AWA M.-+Ol.i+70a -90.3 Egu 1. SS 517.M518 +ion•Ito.O.TOO 4110 1700.110.0 Toa•IjOa cla lme 35,517.M 516 +700•1104.700 410.0+Jae.IWO .Too•IWO Taa-'we.7.0-1100+70.0•100.4 7700 6SO 75 C."Sto 32.BIT.355te To 410.0.TOO.110.0 w0.0•1100+70.0-f 10.0 76 Onlnn Ste 32517.35510 +7n0-1 Wa .700•110,0 +TOD•tins 1.70.0-110.0+70.0•1100.70.0.1100.700-100.7 +100 N2 6.nlam P,a 7n517.3251a .700-11¢0*n -Ita.o ."an•no•110,0 Stadad Finder 2151T•4SM j 0 .70.0-111.0 +70A•110.0•m0-1Ta0 1m.0•110,0♦mo•1000+Taa.101,0+roD 4ai aunbm Ste 20.517.n8 I Too-Ito.•ro.0•ItO,a+700•t10.0 wan-110.0 CunIm151Tp Ifl51]�R510 0 .roo 4100+m.a-1oI.B+iaa•1a.4 .roD •11.5 •70.a 46{ +mo 40.4 •10.0 -B6.a24a84.26 SIC +TOO 4100.700 410.0 +TFO•11ns .700-110.0 6blcal 26.801.28516 0 was-I10.0+TO.a•In10•Ian 40.1 .ra.v -a54 +700 sea +70.0 -M4 To.0 -924 Emnu]e 30617.41,BN .700 4100 •Tap-Im.a wo.o•naa+ma-noo Egud.4m 3Sn1r•440ad oTao.0.0.0 woo.noo.mv Mao+70.D a- 7:+ro.D-+oe. . -on7 •7ao 411 GLASSTYPES9THROUGH m ontemst4 3a517.M518 .monoo lu anlan ste 3ssn-3asm owan.110.a .Jae-Ima noa•1024 470.0 •pan .mD 46d aD.D MA +m.D .01.a '16 MAY NOT BE USED WITH 6taN4NP,vAow' 0].809.3561. .7ao-I10.0.ins-1f00•70.n-IT0,0 wan•1iD.n s+m,dldPrpdew 1T804-S5.51n 0.0-110.0+700-I020 N00 41.0 +70.0 -B3a .70.0 ml +70.0 -Ban +ro,0 400 JCHANNELORINTEGRAL PRODUCT REVISED OLTB Ta4n1 "-4181d +Tao-1fo0 Too-van •m.0•nno imo-IID.O 8178 Talbsl '-'-d1AM wan Mao TOD-fOd.O+Tao -Wo +70.0 -al] -TOO •m1 w6a 40D -70.0 40.0 •FIN FRAMES a8 COm 1yylng with the Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Codo +1 MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 NOA-No. 20-0401.03 (APPLIES TO ANY HEIGHT 91.78°OR LESS) (APPLIES TO ANY HEIGHT 9178 OR LESS) \`www O�Y LYgiT1� 7j�i! Rev73Wn, Expiration Dato,IA- 7/3�o 0/2025 C)SASH HEIGHT CORRECTION. 1ayu�eKLJ 00Cf AK-03/10/20 ntia Dade Produc�6o twl No.u0701 •� NOTES: '1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. -� )3„ZV �` 1070 TECHNOLOGY DRNE DESIGN PRESSURE TABLES ROSOWSKI d�A'.• S A TE <U Z N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE SUCK.SASH HEIGHT IS AS PER THE FIGURE. ' "� ` •" OF (B41}480.1600 RSO' safe' 'cS tn�i0.':• SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /TA7S��NA E• "I�, sarlaa/apea7. Sepia.• seael: 1rp.Tae ft. Rer. ON THE TABLE. ALJP.E.0 8705 P.E. 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DODUODUOUMUDMUMDQUDDU DAOUOMDOMDooDODUODUOM UooUo©DODUMMDUDDUUDUDUODUOUMODUUMDUMDMUUMMUODUOMDOMDODUOMDODUQa mmumim MDODMDMUDUOMDMMMUODMD MUQDODDOUDDDOMDODUoaU DADDDMDUMDDDUUDDODDDD DDOMUDDUDUOMooDooUUQU DMUUMDDUDDDUoDUOMooDM DDOMDDMDM©UDDODDODDOU ��oUooUDOUDAMooDMoo�ooD oUooDDODDODDUMUMMOUDU oMOUMMOMMODUODMODUOMU HHHHHHHUR � El M M loMDDDOMDDDDDMMDDMDDOQQDQQMQODDMDMDDOMOQAOQMDDMDDDDDDDDDMQQM DDOQDMOMDgMMQDMQODODM OMOOMMOMMMDDQQMDOMDMO MAOODMQMDDMDDMDDDMOMM ®��OQDQQDQODMMMQMMMM©DOM QMMQMMOQMOODQDMODMDDO QAOQDDMMMOODDODOODQOD 3.500" 3.500" 3.500" 3.500" --��-- .062" --��- .062" -►ifr- .052" �I+- .062" 1A83" 1.483" 1.483" 1.A83' .070" .625" 1 J-CHANNEL FRAME .625" 2 FLANGE FRAME 3 FIN FRAME 4 EQUAL LEG FRAME 1'185°_ -}�^ .' '150" 1.375 O HEAD/JAMB T} O HEADIJAMB 1.375" O HEADIJAMB O HEADIJAMB LICHT SASH I HD SASH I 23 REINFORCEMENT 26 REINFORCEMENT 3.483" 3,483" 3.483" -r �.070' -�� 1.182" 1- .07 - 0' 4 -- .062" 3:483"-►� I(�I QI�-.062" -�{�- .062" T .062" 791"I^�1.038" 1.041" OSTANDARD HD MEETING 2.444" 2.444" 2.444° D 2.444T 1.331° 1.340° I"!' D r-�r��� O �0 28 MEETI G RAIL 27 REINFORC MEANTL DU REINFORCEMENT 0 1 Ooo O o .625° 5 J CHANNEL .625" O O FRAME SILL FLANGE1.3�5^ O SILLFIN EWAL LEG O FRAME SILL I 1.375° O FRAME SILL 111^^ 1.672" -+I � 1.641" ► 1.215' 1.630^ 1.376" 2.100" -�{ y176" 1.472" �{ 1.685" .065" .065" �1. " I '. �i I Iuj 1 .035" �zr ` " .590" .0770"J .050" .471" .050° --P{ 1.231" I-•- -�"� 1.000" Imo- .060JT LL J,,f 14 L BEVELED MEEFIXETING RAIL i6 SASH RAIL 17 COVER INTERLOCK 16 SCREW COVER 19 NTERLOCK 26.INTERLLIFT RAIL LIFT OOCK COVER 21 NT RLOCK� O INTERLOCK COVER PRODUCT REVISED of wmpi In with the Florida midge . ._ \t u n r r l NOA-No. 20-0401.03 Ravlalm, Iration Dato 7/301202S asA" 176" I �qyf� F .. �tccNs� .,1� C)NO CHANGES THIS SHEET. Dn .o .754" .760" AK-03/10/20 mlom,o.a.product Co rerol No ILLJJJ LLII i .58705 .035"^�{I�--1 .025'-�-I�-� _,9 �_ Dco ipff- 0rmm By.. LAMI IG EXTRUDED ROLLED I ` //�j�,fflI (� �^ 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 80 SCREEN FRAME B1 SCREEN FRAME' %�.t� 'TEiIV�� N.VEMCE,FL 3A275 `;CORIDI^.•'�'��� (941)48 1600 True: -.1' olv SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 'I1011, /11II It\t\\ Se+ka/Modak ScaN: SlpoG Orada9 No. Rev: A LYNN MILLER,P.E. SH-5500 � NTS 11 OF 13 MD-SH5500-01 C P.Ep 66705 REGISiRAT10N W29298 t _ SILICONE. HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: "' STRUCTURAL " Bill of Material Bill of Material,cons SILICONE STRUCTURAL FOAM 3118"NOM. # Part# Description Material # Part# Description Material POLYISOBUTI'LENE i74"NOM: WITH 1 820101 Singla Hung Frame Head 8 Jambs-J•Channel PVC 720197 Auto Lock Mechan sm C,81eel WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Heed 8 Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zino F�(T.GLASS EXT.GLASS 3 620103 Singlo Hung Frame Heed&Jambs-Fin PVC 47 72019586 Auto Lock Cotter Assembly Cast Z1n0 4 620104 Singlo Hung Frame Head 8 Jambs-Equal Leg/Box PVC 48 76X11BOPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHIDHFrame SNI-J•Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SHIDH Frame Sill-Flange PVC SD 776X34PPA 1M x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.'GLASS" 7 620107 SHIDH Frame Sill-Fin PVC 51 420181 L/R Beveiad Tilt Latch Comer Key .PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tit Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS re. 4SG TPS 0 SPACER®NXT'm., , 18 620129 Sash Rail(Sides,Top 8 Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tit Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Till Latch Spring SS ALUMINUM 19 620166 Pull Sell Interlock 6005 75 At 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT FOLyISO• DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE 6116"NOM. 21 620157 Beveled Intedock 6005 75 At 59 420180• Pivo)Bar Comer Key PVC 5/16,NOM. SEAL 22 620145 Beveled Interlock Cover PVC 60 720206 Piwt Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 TB At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL FOR FOAM STE 25 620152 HD Sash Reinforcement 6063 TS At 64 751 44 Sash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) ggT•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zioc EXT.GLASS 30 61644 Weatherstrip,.18T'x.270"Fin Pile 67 77858B #8 x 518"Ph.FH.SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.IW'x.300"Foam Bulb Flex PVC 72 720135 Lam[I.G.Bead .PVC 32 61719 WeethersMp,.187"x.220"Poly Pile 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicorre INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM DURASEAL@ XL ED.GE7/A 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e 7s. 36 78)GTHPX #8 x 3"Ph.PH ISMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 TS At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)0000( Constant Force Balance 84 47041 Screen Comer Key v4thout 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 r-87-1 61635161614.140"Screen Spline(Machine/Hand Rolled) I Vinyl 44 7SX114FPAX#8 x 1-1/4"Ph.FH EMS(Spfrel Balance Screw) 41O SS Part# Description Material as P ilding CoRODUyCT with the Fl REVISED orldo Bude 76 Kommeding 4SG TPS Spacer System NOA-No. 204"1.03 r{111II( 77 tluan®x Super Spacef nXf with Hot Melt Butyl See this Sheet for ` tvY L'((�ry r',, Rev(Max' ex lraSion Data: 7/30/2025 78 Duanex Duraseal Spacer �a�.`•.•"• •..4,l C)ADDED BACKBEDDING. Br• Materials ey; lccv, •,C� 79 Cardinal XL Edge Spacer Q;' `�- AK-03/10/20 Mlam aria Proauef tso trot REFERENC TEST REPORTS:FTL-8717,8968 8 8970 No,50705 y xk Geaerrp6on: DfOA,61' 1070TECHNOUMDRIVE, BILL OF MATERIAL(BOM) J ROSOWSKI O •. S AT22 OF N.MICE,FIL 342/6 �.•'•:c10RtOA„••'����: (949}4841600 TaeO DaN: NOTES: i�ss G�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '�1,��/V•9LrC�J�� serfee/Nodel: ole sheet: Na. 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTG.,TO BE LABELED FOR AAMA EXTRUDER CODE. Omra,a A LVrJN MILER,P.E SH-5500. stNTS 12 OF 13 MD-SH5500-01 Rrrr.C 2)ITEMS#9.13,l6,24,28,29,34,39,61,82,88.71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E#59706 REGISTRATION M296 OPT.SWEEP LOCK OPT.AUTO LOCK I •..,` iS 0 47 20 it 57 OR 58 1 51 OR 52 b 48 85 f}: 45 O � OPT.PULL RAIL 22 rJ B2 OR(B 19 INTERLOCK 8 III,III�III''Iq�I�. COVER86 87 I IUUWWW •'•� � 35 OPT. 1 BEVELED MITERED FRAME WITH 21 INTERLOCK '�'••., INTERIOR AND EXTERIOR 18 8 COVER FRAME WELDS 18 72 X4 `• 72 X4 16 ` 53 O OPy BD OR 81 • 14 p BAtp14CE �. AC77ES�.- ---- SCREEN P�-• 49 sD OPT.PULL HANDLE ASSEMBLY p - 64 WITH LATCH DETAILS 41 AO CONSTANT FORCE l 65 16 82 OR 83 I `� BALANCE 42 43 SPIRAL BALANCE OPT.PULL 40 OR 43 HANDLE 67 1 18 ` `''• MITERED FRAME WITH f SASH INTERIOR AND EXTERIOR s" 37 ASSEMBLY FRAME WELDS. °66 36 DETAILS "•-'�. /' - •.�ti EXTERIOR` -`"• 53 59 PRODUCT REVISED mg cornp 5 _\• -•-_--_•_ HES 7p BALANCE Building i@o 9 with the Florida _ ---`- - r+ NDA-No. 20-0401.03 FRAME ASSEMBLY - ftWb. E iration Dab• 7/30/2025 DETAILS C)NO CHANGES THIS SHEET. By, �- 2 AK-03/10/20 Minm Dada Produof-Go trot - EXTER +`'•�`` ;� .1. ':`�- Dgaedp6an: Oman 9i" = 1070TECHNOLOGYDRNE EXPLODED ASSEMBLY J ROSOWSKI' NOTES: —t57IOR _ O MT OF N.VENICE,FL 34275 7Fft Dare: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. CCS•'-F�ORIOP.•' ���` (041)4 1600 SINGLE HUNG WINDOW INSTALLATION-LM 05115115' 2)J-CHANNEL FRAME SHOWN,PARTS d 185.OTHER FRAME TYPES APPLY. �i�s//J '•• ��G�� 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 87, NAL 1,,�, SerfwlNadal: Scale: Sheah. Omov ft �r�l Rar. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LNNN NILEL�E•P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 C P.EJI 58705 REGMTRATi0Nmk82B6