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HomeMy WebLinkAboutNotice of Acceptance (2) 4 r MIAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE,ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wiviv miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung Window—L.M.L APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets i through 13 of 13,dated 05/15/15,with revision A dated 05105116,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 j distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Ii• NOA No. 16-0714.03 MiaMvan+courvr�e Expiration Date: July 30,2020 t Ito Approval Date: August 18,2016 Page 1 I I i I I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. I S 0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation -LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a PVC sliding glass door; a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94' 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7964,dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),.dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) Manuel P ez,P E. Product Control�xam- er NOA No.1tr 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 I I i I I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions :for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows' and Doors"dated 04116115, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-51h Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15 0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.1."approved on 07/30/15 and expiring on 07/3 0/20. Manuel Pe7am- Product Control 1JrNOA No. 16 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE EXAMPLE FOR 28-1/8"MAX.O.C. 21-5/8' �1 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP A 1 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 LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT FOR ALL FRAME SEAM 30° 12'MAX / / WINDOW TYPES) WINDOW TYPES) SHEET3 —�B.SEEMAX.O.C. f / •••((( 52-1l8'MAX.BUCK WIDTH B,SEE __.. .30"MAX.O.C. SHEtT3+ FIXED VISIBLEJ 10'MAX.FROM SHEET 4�• SEE SHEETS 1.1l4' � 12'MAX. A SEE 12'MAX. / FRAME SEAM D,SEE SHEET 3 LIGHT WIDTH A,SEE 12"MAX I S B,SEE HEET 3 30'MAX.O.C.-���12°MAX. C,SEE SHEET3; )� SHEET FIXED EQUALLY VISIBLE �— A,SEE C'-' -' 12"MAX. / EQUALLY i l / 17-7/8°MAX.O.C. SPACED / LIGHT 17-7/8"MAX.O.C. SHEET3+ SPACED I ANCHORSPER HEIGHT —--"'------ .- I - -—L TABLES 9-11 / EQUALLY / 1717-7�O.C. - ANCHORS PER I 91.78" SPACED TABLES 9.11 I+ / MAX. ANCHORS PER O I / 04" O I I 84" BUCK TABLES 9-11 ` / 62- O BUCK MAX. III T HEIGHT MAX• I ! HEIGHT BUCK 10"MAX.O.C. BUCK AS SHOWN 10-MAX.O.C. 10"MAX.O.C. X II I LJ HEIGHT X I 4 X_ Q HEIGHT X 4 (9AX.) L.---lVISIBLE -------- '1 I( MAX.) EQUALLY I 13-W4°MAX.O.C. EQUALLY SASH 13-3/4"MAX.O.C. EQUALLY / 13-3/4°MAX.O.C. ----'-' � SPACED I� SPACED 1_� SPACED SEE ! ANCHORS PER I ANCHORSPER LIGHT ANCHORS PER ',�}I SHEETS TABLES 9-11 i / AlTABLES 9-11 HEIGHT A TABLES 9-11 _^/ _-•-•-._ --•, 0&9 I / _ 1 1 '•�6-1/2"MAX. 6-1/2'MAX. 16-1/2'MAX. _JNO ANCHORSATSILL ( ) JNOANCHORS AT SILL --` I NO ANCHORSAT BILLL 1/4" rE SILL SEE SILL WEEP- 1 54'MAX.BUCK WIDTH -� NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 54'MAX.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 75'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................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. FRAME,GLASS 8 ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 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 EQUAL LEG/BOX.................3 DEPICTED AS 2X ARE 1-1/2•THICK OR GREATER,1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). &J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................8-7 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................0-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, ASSEMBLY&PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •AST1 E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCTRBVISBD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 as complying with the Fla" 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-S100-07/82-2010 Bwldmg Cede 6,c) LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS 8 A 0MINUM DESIGN MANUAL A.,,,ice i4.8120 1 1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �,\ " ' !-� Revised By: Date: Rovieion: Emdwion Date it:!pl.,•vi. A)ADDED SPACERS USER INSTRUCTIONS: ........,• . JR 06/05/16 TO SHEET II. By 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. _ � �- Ravlsed By: Data Revlslom Miami ado 'odue['CadraC 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW / _- ® Descrlptlon: Drawn By.- OF ENING OBTAINED IN STEP I. •••-(/� �N 16 !� GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISU13STRATE WILL MEET REQUIREMENTS FOR 6`,,•., r; ,.- 1070 TECHNOLOGY DRIVE TfBe: YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ''+• •- 5)INSTALL AS PER SHEET 3 FOR THRU-FRAMEINSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 `.�..•;-..;I•r; .•,.\\. (941)-480-1600 INOTEOESIGN PRESSURE NTEGRAL FIN OR EQUAL RATING).DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, •�A14YNN I�LEh;P.E. Ser7es/MH- Scale: Sheet: Ora D No. Rov: P.Eli 68705 CERT. OF AM. #29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE I:ALLOWABLE GLASS TYPES D Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) — Pressure Options Configs. Shapes Installation Options that maybe used Type Table III Sheet!! (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 7/8'Laminated I.G.:1/3'A Exterior Cap+7/16'Air Space+5116"Laminated;(2)Lites of 1/8°A Giese with.090"PVB Intedayer 4,5 6 8 7/8°Laminated I.O.:1/8"T Exterior Cap+7/16"Air Space+6/16'Laminated;(2)Ulas of 1/8'A Glass with.090'PVB Intedayer 4,6 6 ....Into 2X Wood Fmme/Buckstdp-sheet 3,option 1 Equal-Lila, Square/Rect., 7 7/8°Laminated I.G.:3/18'A Exterior Ca +3!8°Air Space+5/16'Laminated; 2 Utes of 1/B"A Glass with.O9D'PVB Interie er 4 6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 P P () Y (#2) 5-18 OdeUProHew Arch-Top& of the window...... 8 7/6'Laminated I.G.:3116'T Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedeyer 4,6 6 &Cottage Radius Top ....through 1X Buckstrip Into COnerete/CMU-sheet 3,option 3 9 7/8"Laminated I.O.:1/6'A Exterior Cep+7/16"Air Space+5/16'Laminated;(2)Utes of 1/6"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718"Laminated I.O.:1/8"T Exterior Cap+7118"Air Space+5/16"Laminated;(2)I-Ree of 1/8"H Glass with.09U'SG Intedayer 7 7 ....into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box/ Equal-Lite, Arch-Top & Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8°Laminated I.G.:3/18°A Exterior Cap+3/8"Air Space+5110'Laminated;(2)Liles of 1/8"H Glass with.080°SG Intedeyer 7 7 Equal-Leg 5-16 OrieUProdew Aroh Top& g 12 718"Laminated I.G.:3116"T Exterior Cep+3/8•Air Space+5/16"Laminated;(2)Utes of 1/8°H Glass with.090"SG Intedayer 7 7 (q4) &Cottage Radius-Top of the window...... through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:11W A Exterior Cap+5/16"Air Space+7116'Laminated;(2)Lites of 3/16'A Glass with.D90'SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 - -- --— 14 7/8°Laminated I.G.:118"T Exterior Cap+5/16'Alr Space+7116"Laminated;(2)UteB of 3/18'A Glass with.090"SG Intedayer B 7 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 EgllproAe, Square/Rect.,Arch-Top t.,Integral tin...... ....Into Metal-sheet 4,option 7 15 7/8'Laminated I.G.:3/18°A Exterior Cep+1141 Air Space+7118'Laminated;(2)Lites of 3116"A Glass with.090'SG Intedeyer 7 7 J-Channel P #1 5-8 Ori Cottage Aroh Top& ,,,,Into 2X Wood Frame/Buckstd sheet 4,option 6 18 7/8•Laminated I.G.:3/16°T Exterior Cep+1/4'Air Space+7/18°laminated;(2)Utes of 3f18°A Glass with.080°SO Intedayer 7 7 ( ) 8 Collage 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 Frame/Buckstrip-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fin Equal-Ute, Square/Rect.,integral fin...... ....into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment* THE HVHZ ABOVE 30'. 5-8 OdeUPrciew Arch-Top& (0) &Cottage Radius-Top Through the frame •--•Into 2X Wood FramelBuckstdp-sheet 4,option 6 #10 SMS P.T.Southern Pine(SG=0.55) 16" 13/8" of the window...... ,...Into Metal-sheet 4,option 8 (steel,18-8 S.S. Steel,A36• 3/8" 0.050" •MIN.OF 3 THREADS or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(1B Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,8063-T5• 3/8" 0.050" SUBSTRATE.FOR "A°=ANNEALED P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" STEEL STUDS, q "H"=HEAT STRENGTHENED 3116"steel Ultracon Concrete min.2.85 ksi 1" 1-3/8" MIN.Fu=45 KSI& "r°=TEMPERED ( ) MIN.Fy�3 KSI. /[/ 2 'PVB'=.090"BUTACITE®PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" %� ti q ti BY KURARAY AMERICA.INC. P.T.Southern Pine(SG=0.55) 9/16, 1318" "UNGROUTED CMU' Q #12 SMS VALUES MAY BE BOX OR 'SG"=.090"SENTRYGLAS B (steel,18-8 S.S. Steel,A36' 3/8" 0.050" USED FOR GROUTED FLANGJF2f EQUAL. INTERLAYER BY KURARAY Steel Stud,A653 GL 33• 316" 0.0451'(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. of 410 S.S.) Aluminum,6063-T5' 3/8" 0.063" EQUAL-UTE ORIEL COTTAGE 1/4'steel Ultracon Concrete(min.2.85 ksl) 1" 1314" C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksl) 1' 1314" ----]BUCK WIDTH —^{BUCK WIDTH-- BUCK WIDTH 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 1-314" Fro 1/4'steel Ultracon P.T.southern Pine(SG=0.55) 1° 1318" I ! 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" rp T r�9 �/ T 1 h 3 8 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" i u w i J-CHANNEL INTEGRAL D 14'steel Creteflex FIN P.T.Southern Pine(SG=0.55) 1" 13/8" Q x D w 9 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2" 1-3(8" m 'm w m J= P.T.Southern Pine SG=0.55 1" 131e' 1 1 i 1 o 114"steel Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2" 1 1 1 RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL.FIN BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING as cemplyins with rho Fioritln Min,Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Group Anchor Substrate Distance Embedment• THE TABLES ON SHEETS 8.10. Acmpranm Db 16-071¢.OS 1I/i/ - Revised W. Date: Revision: L"xpfmtlxl Ueib ao o E I 2-1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16" By 2-112"Ring-shank Rooting Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" P.T.Southern Pine(SG=.55) 112" I-TV, 1 ' Rav7eod By Date: Revision: Mimi ode[Yddatl Can rfA #10 Trusshead SMS Aluminum,6063-T5• 3/8" 0.050" (steel,18-e S.S. •- Or 410 S.S.) Steel Stud,Gr.33' 3/8" 0.0451"(18 Ga) 1-T Description: Drawn Si" F Steel,A36• 3/8" 0.050" 'MIN.OF 3 a. )K I d ; 1.� ; GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pine(SG=.55) 8/18" 13/B" THE METAL �. <<:�' 1070 TECHNOLOGY DRIVE Vila: . : ..'. Dab: #12SMS '1� rr:••.:�,'' N. VENICE, FL 34275 Aluminum,6063-T5' 31s" o.os3• suesTRATE.FQR ••., : SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel, 0 S.S.S.S. Steel Stud,Gr.33• 3/8" 0.050' STEEL STUDS, •�. '.;':• •',;,, (941)-480-1600 or 410 S.S.) MIN.Fu=45 KSI& 'irr :.;;.)l;.J;,',1••""� Serfeo/Modeh Style: Sheet: Drawing No. Rev: SteeI,A38' 3f8" o.oso" MIN.Fy=33KSL A:LY.yN"UXR?A.E. CERT. OF AIJTH. {�29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 A REA 58705 y � a INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETFJCMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 — EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM 10 1/4"MAX SHIM �— FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. d EMBEDMENT ° 18 LIGHT WIDTH 17 0 EDGE y EDGE D a DISTANCE FLANGE FRAME �L DISTANCE � •�- SHOWN 44 BALANCE •, TYPE VARIES - - - --- • _ TYP.ANCHOR --- -------- C_--�- �1/4'MAX TYP.ANCHOR TYPE, 42 WITH SASH - --- TYPE,--------- SHIM EMBEDMENT AND. WEIGHT 54 EMBEDMENT 2 �a TYP.ANCHOR TYPE, EDGE I Q 30 r� •• AND EDGE EMBEDMENT AND EDGE DISTANCE PER IIRRIIIII a DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, un❑ EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. IJD�o EXTERIOR I `�I I DISTANCE SEE TABLE 2, (� 18 87 Ll`\11 IIt II7 SHEET2. ID4 • FIXED VISIBLE •; FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH I Eg/BUAL VISIBLE LIFT RAIL I 2 LEGOX FRAME LIGHT FOR ALL WINDOWS: NOTES: SHOWN f BUCK WIDTH FRAME HEIGHT I SHOWN 1 ANCHOR @3.55" HORIZONTAL SECTION A-A y— 49 48 FROM END AND AT 1)USE ONLY SUBSTRATE-APPROPRIATE I 21 CENTER. ANCHORS LISTED ON TABLE 2, : 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND � DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 O p OVER 38"WIDE:ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @16-318" INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 35 o FOR WINDOWS WITH WINDOW. 1/4°Mom• BUCK O BOTTOM LOCKS: ) SHIM SELF-DRILLING10 SHIMSHIM 18 2 MASONRY ANCHORS MAY BE 50 ADD ADDITIONAL HEIGHT SCREWS @ 8-3/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 �- FROM END. SHEET 2.ALL WO00 BUCKS LESS 0 TABLE 2, pG� 30 THAN 1.1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 1 16 DEPICTED AS 2X ARE 1-1/2"THICK 86 J— USE EITHER OR GREATER.1X AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE I_J EQUAL INTERIOR 81 30 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX TI1' WEEP LOCATION:Q-5/8" DESIGN AND FROM SASH END. RESPONSIBILITY OF THE FRAME NOTCHES AT 80 ENGINEER NSTALLATION IS THE SHOWN o SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fL INSTALLATION 0 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 15 OPTION 4 PRODUDTRRVISED 67 OPENING)IS MEASURED FROM as compty)ng,,hth ow flodt& 1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHOREp THROUGH Dull"cadc EQUAL-LEG/BOX ❑ FRAME INTO METAL FRAME INTO METAL Amplmec No FRAME SHOWN o pimlion thic l l l l t l 11 Revlsed By: Data: Revlslon: e By '�•`tt' . Mlnm ado ProduMCanly •27"X 1.26" NO ANCHORS Revised D Data: Ravlslon: WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS r• W/COVER @ 3S '' ° FLANGE OR :. 2.87"FROM EQUAL-LEG WIDTH "�1'•'� EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-1/2' 11_ ® Daecdptlon: Drawn B!^ @ FIXED LITE:BUCK WIDTH-4-3/8' `� �„� fib; i'!- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ° HEIGHT(EQUAL-LITE) v�;:; '.'i 1070 TECHNOLOGY DRIVE Title: Date: VERTICAL SECTION B-B BUCK HEIGHT/2-3-151IC' >'.• ; ;= N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 - �•;.�i%� ;..., (941)-480-1600 Ser/os/Model: Scala: Sheet: Orawln9 No. Rev: 'A.LI' NAtIL4�Rap�E. CERT. OF AUTH. �f29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A p:E.�•58'Jb5 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION5 EMBEDMENT WOOD FRAME THIS EDGE DISTANCE ANCHORED THROUGH INTEGRAL RIP.SEE INTO T �—I+ EMBEDMENT 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR Pon ) 1/4'MAXSHIM 1/4"MAXSHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLEJ-CHANNEL EMBEDMENT AND EDGE pq 18 LIGHT WIDTH17FRAME DISTANCE PER SUBSTRATE,SHOWN 1 SEE TABLE 2,SHEET 2.��0T " (SCREW SHOWN) 44 TYPAE VARIESvEMBEDMENT1/4 MAXSHIM 42 WITH SASHEDGE II WEIGHT 54OEMBEDMENT AND EDGE DSTANCE PERSUBSTRATE,TYP.ANCHOR TYPE, DIST;CEI I❑Q 30 31 �� O I I I (I I SEE TABLE 3,SHEET 2. tJD�o ICI 18 SEE(NAI TABLE 3, EXTERIOR 87 TYP.ANCHOR TYPE, V INTEGRAL EMBEDMENT AND EDGE O _I FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP 'l LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. J-CHANNEL (NAIL SHOWN) SHOWN VISIBLE LIFTRAIL FRAME 1 LIGHT NOTES: SHOWN HEIGHT ( FOR ALL WINDOWS: I 1 ANCHOR @ 3.55" BUCK WIDTH i_ 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C SUBSTRATE-APPROPRIATE O ' I 22 21 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36•WIDE: OF SHEET 2,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY 1/4°MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3,SHEET 2. SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY 45 48 47 14 11 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/4'MAX. HEIGHT 50 16 ADDADDITIONAL 2)MASONRY ANCHORS MAY BE SELF_DRILLING SHIM 212 SCREWS @ B-31V USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS p TABLES 2&3, ❑� 30 THAN 1-1/2'THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS OR BOTTOM DEPICTED AS 2X ARE 1-1/2•THICK OPT. 86 16 LOCK(SHEET 3). OR GREATER.1X AND E BUCKS 85 (WHEN USED)SHALL BE DESIGNED Iul (2)1" 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS a FIN AND/OR Q INTERIOR 31 LOCATION:6-5/8" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED EACH END. NO ANCHORS FROM SASH END. OWEEP R ARCHITECT OFF THE ENGIIGN AND INSTALLATION ISNEER THE FRAME SHOWN IN-FIELD NOTCHES AT ep p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN �Illll REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 luOPTION 8 PRODUCTRSV)SGD 1/4•MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL 0 cemplylog With the TO[Ci�a INTEGRAL FIN BEADING TO BEADING, ( INTEGRAL FINlFLANGE REMOVED) UullQing Cade FRAME SHOWN c INTEGRAL FIN INTO METAL ❑ SHIM H�irotia Date -O O ,pr, •1�`� ' ''�: Revleed By: Dote: Revlelon: L �1 27°X 125•WEEPHOLE .,•.�( 1.:1i'Idl,'1. �"�,, Dy' 38 W/COVER @ 2.87° c;i,., Mi. mi sdc Produ�4 Con O FROM EACH END. VISIBLE LIGHT FORMULAS Revised fly: Date: Rovlslon: TYP.ANCHOR ANC TYPE, EMBER NHORT AND EDGE EDGE DISTANCE WIDTH _ ``'}•I""�/I' DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.12- ® DescrlpBon: Drown Br. SEE TABLE 3,SHEET 2. —►I EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8' - C(l.1fl!?14 ,; J-CHANNEL&INTEGRAL FIN FRAMES JROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-CITE) • / ' 107. TECHNOLOGY DRIVE iltle: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT2-3-15/16" ;;;t'S;.•',;;:.;' N.VENICEe FL 3a27s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHOREDTHROUGHINTEGRALFIN , �` .'.'/,-,..,•�, (941)-480-1600 Smles/Model: Scala Sheet Draw(ng No. Rer. INTO 2X WOOD FRAME OR BUCK- STRIP.SEE NOTE 2,THIS SHEET. A Lip Eq g 05'�•E CERT. OF AUTH. 829298 SH-5500 NTS 4 OF 13 MD-SH5500-01 A --�{ 7/8"NO 7/8'NOM. 718"NOM. 7/8'NOM. 718'NO 5116"A/A PVB I 5/16"A/A PVB I 5116"A/A PVB I 5/16"A/A PVB 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"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 aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR -- GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8"NO 7/8"N 7/8"NOM. —►{ 7/8"NO 7/8"NOM. �- 5/16"H/H SG I 5116"H/H SG I 5/16"HM SG I 7/16"A/A SG I I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 318"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 aEXTERIOR IM a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76as Teas r6ae 76-re rare GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. {-+— —►{ 718"NOM. 7/16"AIA SG I 7/16"A/A SG AD "NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE TE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR INTEGRAL FIN FRAMES a EXTERIOR �]EXTERIOR GLASS TYPES 5,7,9.11,13 76.76 76.7s &15 MAY NOT BE USED IN EXTERIOR THE HVHZ ABOVE 30'. PRODUCT REVISED a GLASS TYPE 15 GLASS TYPE 16 nuildingvCode rnmantmlae Atcepw,.4C-09 38 Ex iralion DRevised By: Dote: Revlslon: BY ri hlinm ado �� �•',.;:".I•I:^_: '• �i'! Revised W. Data: Revlsfon: GLAZING NOTES: "A'=ANNEALED 2-T DeseripDon: Drown By, TYP. GLAZING DETAIL "H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI "r=TEMPERED q "PVB'=.OBO"BUTACITE®PVB BY KURARAY AMERICA,INC. 1.;�• 6. �.` I� :: .',,.';'• 1070 TECHNOLOGY DRIVE RDe: Dote: _ SO-=.O90'SENTRYGLAS®BYKURARAYAMERICA,INC. r�. .• �r N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 55/15/15 - FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. .'%� •.'<,, (941)-480-1600 Berta, odeh. srnle: Sheet: Drowing Ne. Ror !!"r.• YNN MILL P.E` A.E�d997os CERT. OF AUTH. #29298 SH-5500 NTS 5 0F 13 MD-SH5500-01 A TABLE 4: TABLE 5: TABLE& murrP• Bmans..n 0lamType. Design Pressure,91s1R1 5 OowlplImf gk- S..h I*" Design Prea.m.lhae al.rTyP.. Dealgn Preasum lbsV 6,6,711.6 R.In1 L. I RanW®N4tlar Rang MI N1nd.w uck Wd1h &7 6 e +)50.0 AT Hd&Sine u te46 Si725 +05.01-70.0 R.I.LLa9a1 23.5 rgmVa. 115p4 -0&0 .70.0 485D -70.0 R.Int.L.wl R1 For.Y elndowe.o.h.Im. St.ndenl C.O.p. 14.6/7.11070 +85.0 .70.0 +SSA 70a R2 For.0 VIMM.M coca oho. SEE TABLE 9,SHEET8 FOR 20 EgmMia 11.w3-1451e •65.0 -70.0 +65.0 •70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 6m T.1 Pn51e.. 2&517-11.592 4WO -70a 455.0 7°.a ANCHOR GROUP AND QUANTITY. rm.st 21av-ffi2a6 +e&o to.° •es.o t0.o SAneW Coup. 20.955-21510 465.0 -70.0 +85D -70.0 37.375 EquaM3o 17.517-20.957 .6&0 •70.0 .85.0 •70.0 61.ndad PtMaw 14.517.17.616 .65.0 •70A .63.0 •70.0 o Shw1..l 11.377-14.516 4550 .70.0 483.0 •7QO T.E.9 27.587-51.911 .65.0 -MO *BID -70.0 - - - ---- --- --- C.1-sue 26.517-27.6e2 .85.0 •70.0 .53.0 .70.0 Sl.nd"Coup. 23.517.2&516 465.0 .70.0 .85D .70.0 In HEADER 44 Egw-th 20.517-2a61e .65.0 •70.0 .55.0 •70.0 Q I� HEADER Steudvd P.V- 17.5f7.2Q616 46&0 •70.0 .65.0 •7aO 23 ramwnse• 14.517.17.515 .B&o •70.0 •55.0 -70.0 23 sn4nw1 11.377-u61e ssa ao.a •as.a ao.o o npe.l m.SB]-lsen •SS_a •m.o .as.0 Tao e SWd.dCal.lp 2&577.31.562 .61C •70.0 465.0 •70.0 Q Equ.MO. 20.517-28615 1&0 -70.0 465.0 -70.0 MEETINGRAIL 45 Sle Ad dP�.A- 17.517-zLsle 4650 •70.0 .55.0 •70.0 O MEETINGRAIL a a C.b slzo 14517.17.516 •B&O -70.0 455.0 -70.0 a o 28 a Wcl.mah. 11517-14.618 +5&0 -70.0 465.0 70.0 Q 11 ° EXTERIOR u Shwleal 11.377.12516 .0&0 .70.0 465.0 -70.0 - EXTERIOR t-t a p T.1.0 11.209.37.636 .&So -70.0 .85.0 .70.0 -n �` D EWdad Cdbp. 2&617-U207 .65.0 -70.0 465.0 -70.0 x 23Egwtiee 73.677•211518 .65.0 -70.0 48&0 -70.0 2g JAMB oralwnsh. za517•uste 4!110 •70.0 45111 •70.0 JAMB 4&axs amiwtd P,.dw 17.sn-ffi510 .BS.a .70.0 +&S.o .7Q0 EXTERIOR SASH ExrFAbR SASH GJ HEIGHT Ctwbmah. 1.517.17.516 4 .0 - +51.0 •0.0 Gj HEIGHT Cu.btn Sha 12517-14S7B •M85.0 -70".0-a 455.0 -70.0 Shwi..1 11.377-12518 +85.0 -70.0 +85.0 .70.0 Taped 38.517.41.644 .6&0 .70.0 485.0 .70.0 QSte d Cottage 31.617.3&516 +550 •70.0 495.0 -70.0 23 Equol-lil. Z6.617-31.610 .810 .70.0 465.0 .70.0 23 p 91.ndaid Pmlen 73.517.29615 40&0 Ma 485.0 •70.0 SILL O II 62 cust.m sh. 4a517-2161e .asp -7a.0 40.0 70.0 SILL D Cwbm She 517-ffi5IB +85.0 -70.0 4e5.0 -Tam Cwbm Sfrn 14.517.17.515 4MO •70.0 M.0 4ta.1 I& [L.bm Size 11017-11515 485.0 -70.0 1+55.0 47.3 Stprtal 11.884-11015 •B&O -70.1 +81.1 -08.5 T.R t $0.517.41.644 +8&0 -70.0 .6.5.0 •70.0 Cueheeshe 30.517-39.516 .06.0 .70.0 45.0 70.0 c Eqw ft. 35.517.35.510 .6&0 •70.0 •65.0 •70.0 is Qnd,,dPze 20.517-32.510 405.0 .70.0 •05.0 70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH 9lardardPmAew n.51)-325f6 .es.0 •TO.e .&Lo ao.a LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Cu.bm6i.. 26617.2a615 .65.0 •70.0 .eso -07.7 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6.7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Shwle:t 25516-2&51e .e6.0 -70.0 155.0 4&5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& EgwtR. 3&517-41.044 46s.o 1.70.0 11.es.0 •70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 54 Cwtern Sh. 31517.35e1e +e&o -70.0 +ta.o .07.3 CONFIGURATIONS) Standanl Pn7riae 3101a•35516 +65.0 .70.0 •�.0 41&6 PRODUCTRBVISED eL7e racmt 41.ew .e&0 -7a.o •as.0 -0&6 as MITIPWnS With the Florida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Building Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Aceptuntx No 1.re'O*141%20 Revised Ey: Date: Revision: BXpi Ito Date 1v By qyY, i t %1'I•� •'•.r: Revised Ey: Dote: Revision: fllionti JOdc 1'radual Conr NOTES: De eptlen: M.- 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .,.�' 6 1 �;.,•_ DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. t •�!!„ 1070 TECHNOLOGY DRIVE Title: Date: N.vEMICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1800 Sertes/M.deF. Scale: Sheet: Dn wing Mo. Rew �'� ON THE TABLE. ,''r/(iL"/�..htl',t •AE.``` �AD CERT. OF AM. #29296 SH-5500 NTS 6 OF 13 MD-SH55OO-01 I A TABLE 7: TABLE 8: OlulyPe polbrq Ssh film Trp. ecuomsun bee nPrnfunlbafrt° 9.12,I5&16 DmeAPlloobr Ohm Bah Heigh Design Pressure,m./D' 13a14 Ow00.1cr9tlel Buh HWdd b _ R.I.I.L.wl R'wgM ShMdaw taros M) Window BOWS WEN a R.Inf.Lrvu f"dGG W9dew RanW ON Wl30ow 911 WIa4DN � 3 Fld9h16Mnn upb40 N 62126 59 3 HdOM BhOwn Ig 24 32 38 40 1 48 62125 1 54 23.5 Eq.W411e 11394 +70.0•110.0 +70.0-1100 .70.0 .110.0 .70.0 410.0 23.5 Equd4le 11.394 •7a0-110.0 •7D.0-110.0 -70.0 A10.0 -70.0-110.D -70.0-110.0 -70.0-11110 -70.0-11D.0 -70,0-110.0 SW2t Coea9e 1a517.15.870 .70.0-110.0 .70.0-ita0 .70.0•110.0 +740 4100 slaward Collage 14.517.15.670 -710-1f0.0 -70.0-110.0 .70.0-110.0 •70.0-110.0 .70.0-11D.0 -70.0-110.0 -70.0•110.0 •70.0 •110.0 2B Equ... 11.W3.14.618 -TO.0-110.0 -10.0•IJQD +70.0.110.0 -70.0 .110.0 26 Equd4lle 11.583-14.51e -70.0-11D.0 -70.0-110.0 -70.0 1-110.0 -70.0-110.0 •Tall-110.0 •70.0-110.0 -70.0-110.0 +TO.o-ila0 Sbndwd Pm6ew 11 An w 11.692 .70.0 -11D.0 +70.0 410.0 .70.0.110.0 +70.11-170.0 $1.01d P.A w 11,3F7-11.502 170.0-110.0 nO.D-110.0 •70,0-11a0 -70.0-170.0 -70.0-110A •70.0-110.0 •70.0-110.0 -70.0 A10.0 HEADER TWlsd 23.517.25.288 -70.0-110.0 -70.0•nag +70.0-110.0 *?MD-1f0.0 Ta0u1 23.617-26.268 -70.0-110.0 -70.0 -110.0 -70.0 410.0 •70.0 410.0 -70.0•110.0 -70.0-110.0 .70.0-110.0 -70.0 A10.0 SbW.A C°n.W 20856-216Is .70.0 41D.0 •73.0 410.0 470.0.110.0 470.D-11D.0 StoMud Conass 20.058.23.510 •7ao-11D.0 -70.0•110.0 M.D A10.0 -70.0-110.0 -70.0-110.0 -70.0-110.0 -70.0-110.0 -7aD-110.0 25 37.375 Equ"e 17517.20.967 .70.0 410.0 .70.0•110.0 .70.0 410.0 -70.0•100.0 37.376 Ego"I. 17.517.20.957 -70.0-110.0 .70.0-11D.0 -70.0-110.0 .70.0 410.0 -70.0-110.0 .70.0-110.0 +70.0-110.0 .70.0-109.0 6Wdmd Pro4ew 16.517-77.518 +70.0-nD.D n00-110.0 +R0-110.0 .70.0•110.0 slaodaldl`WM 14.517.17518 •70.0-11D.0 -70.0.110.0 -70.0-110.0 •70.0-110.0 •7D.0-110.0 No.O-110.0 -710-110.0 .70.0 •110.0 e 6Mdoal 11.377.14.510 +70.0 410.0 470.0-110.0 +70.0 407.0 •70.0 4030 Shodaal 11.3 .W516 -70.6-110.D •70.0 •110.0 •70.0•110.0 .70.0-110.0 •70.0-11D.0 •70.0-110.0 .70.0-107.0 +70.0 -103.0 TWleal 27583.31.911 +70.0-110.0 -70.0 -09.0 -70.0 •0&0 .70.0 -00.0 Ulu! ZL693.31.911 -70.0•itaD -n.0.11D.D -7D.o•11a0 -70.0-!loll +7o.O-110.0 -T0.0 .09.0 •70.0 -00.0 -70.0 R0.0 Ol.bm Sue 2eb17.27.502 +70.0-110.0 .70.0.110.0 +70.0•110.0 470.0-710.0 Oclomsee 28.61T-27.582 -70.0 AID.0 -70.0 411D •70.0-110.0 -70.0-110.0 •70.0 •110.0 •70.0-110.0 •70.0-110.0 -70.0 -110.0 o Q O MEETINGRAIL SbMerd Coaega 23.517-M510 .70.D-110.0 47D.0-110.0 +70.0.110.0 470.0 410.0 SlaMard C.Bags 23.517-26.516 .70.0-t1D.0 .7a.0.110.0 -70.0-71a0 -70.0•110.0 •70.0 AMC -70.0-110.0 •70.0 A10.0 -70.0 410.0 44 Egad-M. 20.517.23.5te +70.0 410,0 +70.0-110.0 +70.0-110.0 -70.0 -110.0 44 Equ2I4lie 20.617-23.516 +70.0-01a0 -70.0-110.0 -70.0-110.0 -70.0'110.0 •70.0'110,0 .70.0-110.0 .70,0-110.0 -70.0-110.2 27 0 ubMvrdPmimv 17,517-20Ma .70.0 •110.0 -70.0-11a0 +70.0.110.0 -70.0 •110.0 Standard Pralew 17.517.20.516 -70.D-114a .70.0•110.D -7D.0-110.0 •70.0-110.0 -70.0-11D.0 -700-110.0 -70.0 A10.0 •70.0•110.0 C..bm Sue 14.517.17.510 -70.0 -110.0 +70.0-110.0 .Tao-110.0 .m.0 410.0 c,.d..3i. 14.617-17510 nO.D-110.0 -70.0-110.0 -70.0-110.0 •70.0-110.0 -70.0.110.0 -70.0 410.0 -70.0-110.0 •70.0-110.0 EXTERIOR 8lod.d 11.377.14.610 .70.0 .110.0 +70.0-nao -70.0•1070 .70.0 4MO shode.t 11.377-14.610 -70.0-110.0 -70.0-1110 -70.0•11a0 -70.0-11" -70.0-110.0 -70.0-tt4o .70.0-M7.0 -70.0-103.0 TWIu1 31.583-15An +70.0.110.0 .70.0 .09.0 •70.0 .930 -70.0 -90.0 T.Ou! 31.583-35.911 +70.D-tla0 -70.0-1m.D -70.0-110.0 -70.0.nao .70.0-110.0 -70.0 -09.0 +7D.0 -03,1 •7a0 -00.1 25 6bndwd Collage 28,517-31.582 +70.0-110.0 -70.0-110.0 -70.0•110,0 .70.0 •110.0 standard CoOaos 7&SIT-31.582 •70.D-110.0 -7D.0 11H -70.0•7f0.0 n0.0-110.0 •70.0-110.0 nao-110.0 .70.1-110.D •740 -110.0 JAMB Eq..Hn. 20.51?.28.618 +70.0 .110.0 .711.0.110.0 +70.0 410.0 +70.0•11a0 Epual-0ta 21517-26.516 •70.D A10.0 •710-110.0 •70.0•710.0 •70A-110.0 .70.0-7110 .70.D-1140 •710-1I. n0.0 -110.0 EXTERIOR SASH 48 3wMvrd Prwiaw 17.517-20.516 -70.0 -110.0 •70.0•110.0 +70.0-110.0 470.D•110.0 48 Standard PmA w 17.511.20.518 -70.D-710.0 •7D.0-110.0 -70.0-110.0 -70.0-1t0.0 -70.0-110.0 •70.D-110.0 -70.0.110.0 .70.0 -110A a HEIGHT Custom Sits 14.517-17.67e +70.0-110A +70.0-110.0 NQO-110.0 +T0.0-t t0.0 Cullom Sue 14.517-17.518 -70.D-110.0 •70.0-110.0 -70.0•110.0 -70.0-110.0 -70.0-110.0 -70.0-110.0 -70.0-110.0 N0.0 -710.0 a.lom Sue 12617.14.618 .70.0-110A +70.0-110.0 n0.0•110.0 470.0-7t0.0 LL9amsb. 12511.14.111 nD,o A10.0 .70.0-110.0 -70.0•110.0 -70.0 A10.0 -70.0-no.0 naD-110.0 -70.0-110.0 •70.0-110.0 SECTION DETAIL FOR 5 utpM1ael 11.377.12.510 +TD.O •110.0 +70.0-110.0 470.0-110.0 470.0•110,0 �2 sngneat 11Aii-12.618 +70.0-770.0 •7D.0-110.0 -70.0.110.0 -70.0 410.0 -70.0-110.0 n0.D-110.0 -70.0-110.D nao -110.0 TWle.t 33,208.37.539 -70.0 -110.0 +70.0 -90.0 .70.0 •03.0 .70.0 -M.0 a Ulm! 33,208-37,636 -70.D-1140 -70.0-1140 .70.0 A10.0 +70.0.110.0 -70.0-110.0 •7aD -00.0 -70.0 .93.0 •70.0 -00.0 WINDOWS WITH ' sl.Mwd Wisp 28.517-33207 .70.0-11D.0 .70.0-1140 .70.0.110.0 .70.0 410.0 Z standard corsage M,517.33,207 +70.0-1140 +70.0 212 111.1-111.0 -70.0-110.0 -70.0-110.0 nao-nao -70.0•110.0 -70.0 -110.0 LEVEL R3 REINFORCEMENT 25 -- +J Ew.M. 2a5n-28.510 +70.0.110.0 •70.0-110.0 +70.0•110.0 .70.0 410.0 iS Evaw40n 2d.617-2a616 -70.0-110.0 .7D.0-t10.e •70.0-110.0 .70.0-t10.0 no.0-110.0 •70.0-n0.0 no.o-110.0 •70.0•1m.o &GLASS TYPES 9-16 � 5 "Lem sue 20.517-a.515 .70.o•110.0 .70.0-110.0 -70.0•110.0 +70.0 410.0 mot-9en 20.517-23.516 -70.0-110.0 -70.0-110.0 •70.0 A10.0 •70.0-119.0 -70.0-11D.0 •70.D 41a0 •70.0-110.D -70.0 •110.0 SILL 49.025 REINFORCEMENTS SHOWN IN Btawlwd Pmiw 17.617-20.518 •70.0•110.0 +70.0-110.0 •70.0-710.0 .70.0-110.0 H Standard Pralaw 77.617-20.510 ND.O-1fo.0 •70.0-110.0 •T40•110.0 •70.0-110.0 N0.0-110.0 N0.0-110.0 nD.O-110.D nao•110,0 Cu.lom Sue 14.517-17.518 .70A-1t0A .70.0 410.0 .70.D-Iia0 -70.0 Amo Custom Stm 14.617-17.516 -70.0-110.0 -70.0-110.0 n40-110.0 nu.0-t1o.o •70.0-1110 •70.0 41MO -70.0-110.0 +70.0 •110.0 FIGURES ABOVE APPLY TO Custom Sue 12517.14,51E +70.0 410.0 +70.0 410.0 +70.0-110.0 470.0-110.0 Cudemsh. 12.617-14.616 -7D.D-110.0 -70.0 AiO.o nao A10.0 -70.0•110.0 -70.0-110.0 .70.0-110.0 •70.0-110.0 nao •110.0 FLANGE&BOWEQUAL-LEG Shodeat 11.377-12518 -70.0 410.0 +70.0-110.0 -70.0-110.0 470.0-114o Sh.d..1 11.3T7-12.516 +70.0-110.0 •700 A10.e -70.0-110.0 -70.0.110.0 au.0-110.0 -70.0-110.0 •740 A10.0 n0.0 -10.0 FRAME TYPES ONLY.ALL Ta6e.1 30.517-41.844 +70.0 -110.0 -70.0-110.0 -70.0-110.0 -70.a-110.0 TaOost 38.617-41.644 •70.D-110.0 •70.0.119.0 •70.0-110.0 -70.0.110.0 .70.0-110.0 .70.0-110.0 -70.0-110.0 •70.0-105.7 CONFIGURATIONS APPLICABLE.) e Stwd dCoIlWo 31.517-39.518 +70.0 410D •70.0 410.0 470.0•110.0 470.0 41D.0 Slenderd College 31.517-38.516 •70.0.110.0 -70.0 .110.0 -70.0-110.0 +70.0-110.0 •70.0-1110 -70.0-1140 -70.0 AM •70.0-103.0 Equ.lsle 28.617-31.518 470.0.110.0 470.0-110.0 +7a0•110.0 470.0 41a0 Ep s111. 20.517-31.516 +70.0-110.0 -70.0 •110.0 -70.0-114o .70.0-110.0 .70.0.110.0 .70.0-nao .70.0.107.8 .70.0 AD24 atsMnd Awlmv 2a617.20.51a +70.0.110.0 470.0 .110.0 470.0 .110.0 +70.0 4ID.0 Standard Prolow 23.517-26116 •70.0•170.D •70.0 -110.0 •70.0.110.0 -70.0-110.0 .70.0-tID,O n0.0-110.0 •70.0-110.11 +740 -1oa2 E2 O torn Sue 20.517-M.519 .70.0.110.0 +70.0 •110.0 nao -110.0 170.0 -110.0 e2 cusiombha 20.517-23516 -70.0-110.0 •70.0 •110.0 •70.0•110.0 •70.0-M.D -70.0-11D.0 -70.0-110.0 -710.110.0 -MO.107.0 0.lom Sus 17.517-20.510 -7I1.0•11DID +70.0 410.0 .70.0 •IIMO nao 410.0 Cud-See 17.517.20316 -7D.0-110.0 -70.0-110.0 •70.0 110.0 •70.11 A10.0 •70.0-110.0 •710-110.0 •70.0-110.0 -MD-109.6 Ontom file. 14.517-17.618 +70.D•110.0 +70.0-110.0 470.0 -110.0 •700 -110.0 ClfWem see 14.517-17516 n0.0-110.0 -70.0-1t0.0 -70.0•110,0 .70.0-1a5.0 .70.0-102.6 •70A-t00.S no.D-100.5 nno -100.5 o =Sleo 13.017-14.518 .70.0-110.0 470.0-110.0 +70.0-110.0 470.0 •!loll Custom Bea 13.017.14.516 -70.0-110.0-70.0 -110.0 -70.0•108.2 •70.0-faO.T -70.0 .07.1 •70.0 44.4 n0.o -94.4 .70.0 -044 GLASS TYPES 9 THROUGH SIpN41 need-13.01E .70.D-110A no,0•110.0 •70.0-710.0 n0.0 -nao shades! 11.884-1101E n0.0-710.0 •70.0 •110.0 nao•/028 n0.a -07.0 no.0 -03.3 •70.0 -00,7 n0.0 R0.0 n0.0 R0.0 '16 MAY NOT BE USED WITH T.11.1 34617-0.E44 .70.0-1la0 .70.0.110.0 .70.0-nao -70.0 410.0 TWlgst 39.617-41.644 -70.0 1-110.0 -70.0-1140 -70.0-110-a •70.0-110.0 ae.0-110.0 -70.0-110.0 •70.0-101.5 -7D.0 45.0 J•CHANNEL OR INTEGRAL Oubm Sue 3d517-39.510 .70.0 410,0 -70.0-110.0 +70.0-110.0 -70.0 •110.0 Cu.iDm 84e 38.617-39.5% no.0-110.0 -70.0-110.0 -70.0 A10,0 •70.0-110.0 •70.0 AMC -70.0-110.0 •70.0•101.7 •70.0 -90,3 FIN FRAMES Equ"te 35.617-38.515 470.0-1 MA +70.0•110.0 .70.0.110.0 •70.0 410.0 EOud4ae 31517-38416 -70.0•110.0 -70.11 -110.0 -70.0-110.0 +70.0 A10.0 -70.0-1110 -70.0-110.0 •70.0-100.4 +71. -05.0 75 c tom sba 32517.35.515 .70.0-110,0 .70.0•110.0 470.0-110.o -70.0.110.0 75 Cullom Sue 32 617-3 5516 •70.0-110.0 -70.0 -110.0 -70.0 AIIIA -70.0-110.0 -70.0-110.0 +70.0 410.0 .70.0-10a7 -70.0 411 Sb,dvd PmAw 2a517.32.518 +70.0-110.0 .70.0-110.0 .10.0•110.0 n0.0-110.0 Blesdard Phew 29.517-3 2516 •70.0-110.0 -70.0-110.0 -70.0-7f0.0 -70.0 A10.0 .70.0.110.0 .70.0.100.8 .70.0-101.8 -T0.0 -08.1 Onbm See 2a517.29.318 .70A•110A •70.0 4140 -70.0.110.0 .T0.0-110.0 Caatombba 28.517-29.516 •70.0-110.0 •70.D-110.0 170.0-107.8 +70.0-1024 -70.0 .98.0 .7D.0 -08.4 -70.0 .95.4 -70.0 6lnnetl 25.518-2a51e .70.0-"00 +70.0-nao -T40-1f0.0 •70.0-110.0 SI1aM1eel 25.51E-2Eb16 •70.0-110.0 im .70.0-104.8 •70.0 -06.1 -70.0 .65.d -70.0 -02{ •)0.0 -24 -70.D -0U Equ.90b 38517-47.841 .70.0-110A +70.0-110.0 •70.0-110.0 •70.0-!loll EggalRla 3a617-67.611 •70.0-110.0 •70A-110.0 n0.0-710.0 No.O-110,0 •T0.0-1o9.B NO.o -08.7 •70.0 -01.1 er O°lom bue 35517-38.51E •70.0-1100 +T0.0•110.0 +70.0-110.0 +70.0•!tall 84 Cullom see 35.517.38318 •70.0-110.0 •T0.0-707.9 •)0.0-1024 •70.0 R8.9 •70.0 -04{ .70.0 -0BA N0.0 -018 mkw 35.6 -71.1-110.0 +70.0-110.0 -70.0 410.0 .70.0-710.0 StandardPralaw 33.819.3551E -70.0-110.0 •70.0-1026 •70.0 47.0 •70.0 -03.3 +7DX R0.1 +70.0 -00. nao -0D.o PRODUCT REVISED .B .70.0 -"o.o +70.0-110,0 .70.0-110.0 •70.0 -nao A178 Tallest -41.Od1 n00-1100 q0.0-102.8 n0.0 R7.0 •70.0 -0l.3 +70.0 Rat •10.0 -00.0 n0.0 -00.0 as complying With tho Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Code O •'MIN.SASH HEIGHT WINDOW BUCK HEIGHT-50.136 •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT- 0 6 Acceptance No�6.0 1 Ravlaed By: Dote: Revtelon: Er irul n Dalc Aid. D •... ... Min011 )adO Pioducl CO Revlead By: Data: Revision., F;•7.i:3'r 4�' Drawn By: NOTES: •� •• ® Deacrtptlam !)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME.- ul 6- DESIGN PRESSURE TABLE I ROSOWSKI �l 1 1070 TECHNOLOGY DRIVE 710e: Dot.: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. •�i'•"' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ''•(.^,I Ste`-..•'. (941)-480-1600 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN `��1��.�•��;,rT Sarlea/MDdeF. Seale: Sheet: Dmw7np Ro. R. ON THE TABLE. Ai LYNNNIMILLER,tF.E�\ CERT. 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��;©000a©00000©oo©oo©oo©00000©oo©©o©©oo©a©©oo 00000000©00©00©00©000 ,©000v©oo©oo©oo©©©©000©000v000©©o©00000©©o©©oo©o©oo©oo©oo©oo©000 000®©©00000©©000v©oo©©000v©©o©oo©00000000©©©000©oo©©©©oo©oo©000 o'oo©©©0000000000000 000©©©00000©000000000©©o©©©oo©©©©oo©oo©000 Emma= H od©000v©00000000©000v©000©oo�000000000©©o©©©o©©©©©oo©©©©000 I�o©000©o©0000000000000 00000©o©©oo 000000000 00000000©0©©0©©0©00©© ©o;oo©o©©oo©o©oo©oo©00000©©o©©oo©00000©000 o©000000©o©©oo©000v©© ®�000,00©©o©ao©oo©000000 00000000©000000000000 000©00000vo©©000v©000 o©000©00000000000000©0000a©oo©000000000000 00000000©00000©a00000 ��00000©o©©oo©oo©00000©000v©000000©000000000 000v©000©ov©o©000©oo© ���00000000000©00000©oo©o0000000000©00000©000 000000va000000000©000 3.500' 3.500" 3.500' 3.500' .062" -�-I�-- .062' - -I�'+-- .062" -+- .062' D1.483' a � 1.483• as � 1.483° a� � 1.483° .070' .060° � 1.184" �C�OO❑ OO❑ �L�OO❑ �CO00❑_ I 715° 810 = 070° - .-- .625°- 1 J-CHANNEL FRAME •62S 2 FLANGE FRAME - 3 FIN FRAME 4 EQUAL LEG FRAME •150" ----- T1.375' O HEADMAMB O HEAD/JAMB 1.375' O HEADIJAMB O HEAD/JAMB LIGHT SASH HD SASH I 23 REINFORCEMENT 25 REINFORCEMENT 3.483" 3.483" 3.403" 070" 1.182' I- -4�-�r� FJ 062° -►��►- .082" -►�{�- .062° 3.483' ►-� J-( ? IIrrQQu�--�Ijllr� .070" D D D -�-?H- .082" .79PIu�1-L 1.04- IIIIIIu111fff���000UII11 � 130" 2.444" 2.444" 2A44° 0 2.444" 1.331 �- -� 1.340' f-- a � METINGRAIL 27 RHD MEETING EIFORCEMENT �?�00❑ aJIO REINFORCEMENT o j 0 FIN �L ( 6� 1.375" O FRAME SILL 8� O FRAME SILL FLANGE1.375' O7 SILL RAMS u O FRAME SEQUALLELL 1,!7 T O14 I O16 1IO 1.215' 18 I 18 2.100" I pp . 21I 1.472" IL .065° 1.630" 1.3JA 2.176• r .065" .375" .074' .590" 471" 590" +1 "1.565" � T'1 35° �" .07 1231° 1.000" F .06� .070°. STOP A .050° 050" FIXED BALANCE SASH LIFT RAILBEVELED BEVELED MEETING RAIL SASH RAIL COVER SCREW O R INTERLOCK COVER INTERLOCK INTERLOCK CO VRODIRT REVISED ca cmnplying with the Floaida Code Acceptoon. 779•.pp fixplr.lian.Dal 16.0ale Revfe.d By: Oat.: Ravlelon: ' Mite BY .316" .300°90" .175" Miaml cr�I \;2Td cc .754" .750° '•• Rrvlsed By. Date: Revl.lon: .035' -+{�-� .026° --►{+--� v.' ® D-HpU- Drown By: OLAMI IG EXTRUDED ROLLED - WINDOW EXTRUSIONS J ROSOWSKI BEADING 81 SCREEN FRAME 82 SCREEN FRAME O I �6 •. r �'(�j•'•, ':i:.i'���r 1 1070 TECHNOLOGY DRIVE MI.: Date: .•,:�f,:,,,-�r.,,•';_"`;�;•• N.VENICIE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 %.�••�i,..•,.`i`i`1•:, ',.,;�• (941)-480-760O Seriee/Afodal: Scele: Shaft: 0rewfn9 No. Rer. /d•/�Y.E.#6B�•P•E. CERT. OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.k 58705 TABLE 12: TABLE 12.CONT.: SILICONE HOT-MELT BUTYL BIII of Material BIII of Material,coot STRUCTURAL # Part# Description Material # Part# Description Matedal STRUCTURAL SILICONE 1/4"NOM. FOAM 3116"NOM. 1 620101 Single Hung Frame ea & am -J-C anne PVC 45 720197 Auto Lock Mechanism C Steel POLYISOBUTYLEN WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 4B 76X118OPTX#6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 76X34PPA 96 x 314"PH.PH SDS Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 L/R Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 L/R Pull Rail Tilt Latch Comer Key PVC --- ------- 14 _ 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 78 77 nH 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 4SG TPS SPACER NXT 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC BUTYLENE 5116"NCM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5116"NOM. SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc BUTYL& ROLL-FORMED SILICONE SEAL DESICCANT STAINLESS STEEL 25 620152 HD sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cost Zinc FOAM 26 820153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) Ss EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 5/8'Ph.FH SMS(Strike Plate Screw) Ss 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.18T'x.220"PolyPlle 74 Backbedding,GE 7700 or Dow791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 7164ON Setting Block(7/8"x 1"x 1/8"),85+1-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7 DURASEALD 79 XL EDGEr"' 36 78X3THPX #B x 3"Ph.PH SMS(Meeting Rail Screw) 41O SS 81 61011 Roll-Formed Screen Frame Alum s SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 1 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X0000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 1 87 61635/61614 .140"Screen Spline(Machlne/Hand Rolled) Vinyl 44 78X714FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System I. 77 Quanex Super Spacer nXr with Hot Melt Butyl See this PRODUCT REVISED as eamplying with do FLmj& Sheet for thdidiag Code 78 Quanex Dureseal Spacer Materials A—phmw tau I ro-0714-.03 79 Cardinal XL Edge Spacer v� �••�"'�!!! Rewaed W. Date: Rewelon: ' '-�� REFERENCE TEST REPORTS:FTL-8717,6988&8970 •�� a'I •�'''i'%��: ' J R 05/05/16 ) BIT-NIMS ._!,.' A ADDED SPACERS • i Mimi )` I�".• Rewsed W. Date: Revlslon: ®. De Iptlw: Dm"ay: C( BILL OF MATERIAL(BOM) J ROSOWSKI j ! i t 1070 TECHNOLOGY DRIVE 77H.: Date: NOTES: :� •.,/�t;i-;;:�:,.:• :;�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 "•'•' Drawing No,(941)-460-1600 ; ;. ���\ Scofe: Sheet• Rev:1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE !r .n'ry1IUCER, Sedee/Model:P.E. 2)ITEMS#0-13,15,24,28,29,34,39,61,62,66-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.Ly Ct72T. OF AlfiH. a28298 SH-5500 NTS 12 OF 13 MD-SH5500-01 A P. .0 58705 OPT.SWEEPLOCK O 46 48 OPT.AUTO LOCK `•.`` 18 20 Q 47 57 OR 58 48 1 1 O 51 OR 52 • p i I 45 O OPT.PULL RAIL 22 82 OR 84 19 INTERLOCK& ! ---- -- - COVER — \� 86 35 OPT. 1 I .1 BEVELED ••,,j MITERED FRAME WITH + INTERLOCK INTERIOR AND EXTERIOR 16 o &COVER 1 FRAME WELDS I O 18 •• 54 72 X4 ��, i••` 72 X4 16 53 •11., 50 ,1� 80 OR 81 14 SCREEN PPGNE9 49 "\ ` 60 _. OPT.PULL HANDLE ASSEMBLY sa WITH LATCH DETAILS 41 a0 CONSTANTFORCE 65 16 62 OR 83 - OR BALANCE ---• OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE ;•.,y 63 67 '-. ., 1 16 f' MITERED FRAME WITH P SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 3s DETAIL53 EXTERIOR S 38 ;•' t` 1 _.---— A77AC `• :--- 5 TO RA L ODl1Cf RfiV18Ell .wmplyln9 with lNe Fhn(dtr, 53 :tuild)ng Cade _ cE Aamptesce iJa 16-o t4-03 1•_ •• ______ EXpiratinn Dale FRAME ; •� 1 ••-__ eased By: ate. Revlslon: R D ASSEMBLY �: mimn )ode PW&WC '' DETAILS \ Revised By: Date: Revision: Description•. Drown By. EXTERIOR G IK 16 _ EXPLODED ASSEMBLY J ROSOWSKI NOTES: • �'-f '�. 1070 TECHNOLOGY DRIVE Title: D.N. : %i.n;:(!'• •:i; 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. .. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2jJ-CHANNEL FRAME SHOWN,PARTS k 1&5.OTHER FRAME TYPES APPLY. �•�'•:�',jr ,.� `'•�' (941)-480-1600 Series Modal: Scale: Sheet: Drawing No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. '/ •"� A:1(YNNMILLEI2,P.E 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P E.tt 58705 CERT. OF AUTH. J29296 SH-5500 NTS 13 OF 13 M D-SH5500-01 A