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HomeMy WebLinkAboutProduct Approval W P�TOFi17ER.FORM SPEGSHEETN^' __,, Sheet 1 of 2 DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME nR.n7.Sa SALES CONSULTANT PATRIC L BOLES ❑YES ❑NO ❑YES ❑NO DATE n1/1 7r2n17 ORDERED BY PGT USE CSR&EXT ❑TOM V.x21326 ❑ALICE W.x21343 ORDERED BY PHONE# S.O.# DEALER# 12228 CITY,STATE SHIP DATE CUSTOMER Fred Munden SHIP TO# SHIP VIA JOB# 9794161 MDI? []YES ❑NO LEAD 11ME AUTH PO# IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS ❑WINGUARD(IMPACT) ❑ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO[]YES[]NO ❑REMODEL I NEW CONSTRUCTION []WOOD OPENING ❑#12 WOOD SCREW ❑1/4•SS TAPCON ❑1/4°SS4 GRETEFLE% ❑CONCRETE OPENING •• •••• • o f 0 Glass BOR Ption - 'FLANGE .,;;. .. '? ." - '.z :STD•- .'XOperaliR` TYPE- TOP-or- ,Hardwae OPTIONS/ U - ` � iFLl1T' -or-. BOTTOM ,...Screens -tdl$C ITEMS WIDTH HEIGH PGT.•: :.SPEC -or•:.BOX '? WIOTH HEIGHT �, ,or•REV 5 Stationary ! HANDING (�, m m a, .r. COUNT .ROAM O SERIES N. ;CODE.. FRA _ ME INTERIOR 'EXTERIOR (In.`, •'(Iri.j '.,_UI' 9u, Sx ;STIACK Vlewetl from the oufslde (RH-or-Lht)-. SGULP,TURED(S) P,ATiTERN -or AL4� ac . .-.;�ar ...I:'&Mulls. ." CODE. on.) _.� 1 W 5500 SH B WH WH 53.DD 36.00 89 Standard,Standa HMW,LSR rd:WHIT 2 LIV 5560 SH B WH WH 53.00 36.00 89 X ALL Standard,Standa BMW,LSR rd:WHT 3 BED5500 SH B WH WH 53.00 36.00 69 X ALL Standard,Standa BMW,LSR d:WHIT 4 BED 5500 SH B WH WH 53.00 36.00 89X ALL Standard,Slanda BMW,LSR rd :WHIT 5 BED 5560 SH B WH WH 53.00 36.00 Be X ALL Standard,Standa BMW,LSR rd:WHT 6 BED 5500 SH B WH WH 53.DO 36.00 89 % ALL rd:Wrd,Slanda RMW,LSR bWHT • n I have reviewed and agreed with all job specifications and the Special Terms&Conditions on the back o/the yellow(Customer)copy. Customer Signature i: ,. wPgT'Of#DR FORM ' � SI?EC SH�BY k Sheet 2 of 2 DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME nR-n7:5R SALES CONSULTANT PATRIC L BOLES ❑YES ❑NO 1]YES NO DATE n1/17f9n17 ORDERED BY PGT USE CSR&EXT ❑TOM V.X21326 ❑ALICE W.x21343 ORDERED BY PHONE# S.O.# DEALER# 12229 CITY,STATE 'SHIP DATE CUSTOMER Fred Munden SHIP TO# SHIP VIA JOB# 9794161 MDI? ❑YES []NO LEAD TIME AUTH Poll IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS ❑WINGUARD(IMPACT) ❑ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO[]YES❑NO ❑REMODEL J NEW CONSTRUCTION ❑WOOD OPENING ❑♦12 WOOD SCREW ❑1/4-SS TAPCON ❑114°SS4 CRETEFLEX ❑CONCRETE OPENING e• Options -LABOR !. . "" .w o :m'" "Hardware OPTIONS/ FLANGE ". ':z" .STD ..:'X Operating TYPE TOP orzZ .. ., r¢, a¢' ,;, ro" ":.'m` "cretins'". ISCIT MS�WIOTH HEIG ,iSpEG," .or. _ ";;i WIDTH NEIGH br-:REV, =S•Staftonary HANDING -.F,IAT(Fj;ok- BOTTOM m m S M .. 6 Is,- 'COUNT,"ROOM Q SEFIIES,# :C01� FRAME INTER m r IOR Ek'LEFiIOR (IrC� :"Un.). ",,I'UI _ Q'AOK:"Yettieo'Goin the,Butslde "( F'iy O _ _ ' RH-or-L, BEULPTURED 6 PATT69N •or ALLI m, "',gr _ &NtUlIs 7 BED 5500 SH B WH WH 63.00 36.D0 89X ALL Standard,Standa RMW,LSR rd;WHT 8 BATH 5500 SH B WH WH 26.00 38.D0 64 X ALL Standard,Obscur RMW,LSR e Glass- Clear,Standard WHIT 9 KITCH 5500 SH B WH WH 36.00 38.00 74 X ALL Standard,Stenda RMW,F,LSR rd:WHT ♦ ♦ it MISC(9):Permit I have reviewed and agreed with all job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy. Customer Signature 9/30/2016 Florida Building Code Online m BCIS Home j Log In User Registration Hot Topics j Submit Surcharge p Stats&Facts Publications FBC Staff BCIS Site Map Links Search 1 rtorda rt 4b Pro! uPctbl Approval d i` FUSER: uic User r@ Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL239-R24 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries,com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 https://floridabuilding.org/pr/pr appdd.aspx?param=wGEVXQwtDquSiBu8CAEmBE70C31VX3PGaDA1SWyATjg%3d 1/3 9/30/2016 Florida Building Code Online Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window iml s o Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.13df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.Ddf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: hark PdexY Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/Flo employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ® Klxzk Credit Carni ,Safe https:/lfloridabuilding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDquS16u8CAEmBE70C31VX3PGaDA1SWyATjg°/pad 313 M IAM I-DARE 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) www.miamidade.sov/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-S115500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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. NOA No. 16-0714.03 GIA;MExpiration Date: July 30,2020 E l(Q Approval Date: August 18,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under previous NOA No. 15-0519.05) 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 05/05116, 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 Spacerm NXTTM spacer system and XL Edg9m 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 wider 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 scaled by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) ! Manuel P ez,P E. Product Control Examyler NOA No. 1 - 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 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 "Butacitee 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 "SentryGlasO(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 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5th 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.I."approved on 07/30/15 and expiring on 07/30/20. .J Manuel Per �. Product Control E*am} er NOA No. 16-0 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 i ANCHORAGE / 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28'118°MAX.O.C./�\ fi4'MAX.BUCK WIDTH FOR ARCH-TOP RAOIUS-70P / _ MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM.FORALL HEADER(SIM. 12"MAX.FROM LEVEL,SEE SHEETS&7 IMPACT RESISTANT FOR ALLFRA SEAM y) 30' 12'MAX' / WINDOW TYPES) B,SEE ___ MAX.O.C. WINDOW TYPES) SHEET3 52-1/8"MAX.BUCK WIDTH 10-MAX.FROM _ SEE SHEETS jI� 1-1/4° A.SEE 1-'—*- .—. ., 1 B,SEE_ � 30'MAX.O.C. ►� 12°MAX SHEET3 3 FIXED VISIBLE 12"MAX- / E SEAM S D�g� —I 8&9 gHET3 LIGHTWIDTH A. _ _ B.SEE —_ -30'MAX.O.C. 12"MAX - C,SEE r--' SHET 3f I 12'MAX — I SHEET3 + i SHEET 41 I j FIXED _ _ / / EQUALLY / VISIBLE A,SEE F ( 12 espySPACED LIGHT 17-7/e"MAX.O.C. SEi ' --EQUALLY I 17-718"MAX.O.C. ANCHORS PER HEIGHT SPACED � TABLES 9-11 — - - EQUALLY I17.7/8"MAX.ANCHORSPER 91.78" SPACEDTABLES 9-11 I MAX. ANCHORS PER I / .4" Q I 2 I BUCK TABLES 9-11 62° O I I BUCK MAXI HEIGHT I MAX. I I HEIGHT T A �BUCK —� I. 10'MAX.O C. BUCK AS SHOWN MANCHORS 10-MAXO.C. HEIGHT 10"MAX.O.C. X HEIGHT I X i i (91.7.°— — MAX.) 13-3l4°MAX.O.C.EQUALLY13-3/4"MAX.O.C. EQUALLY I 13-3l4"MAX.O.C. EQUALLY SPACED � SPACED VISIBLE � SPACED --- —'—� SEE ANCHORSPERi ANCHORSPER LIGHT ANCHORS PER l SHEETS1 TABLES9-11 �TABLES 9-11 TABLES9-11 HEIGHT A 1 — A8&9A 116-12'MAX. 8-112'MAX. &12°MAX. JNO ANCHORS AT SILL g� _J NO ANCHORS AT SILL p._-- 1114„ SEESILLWEEP- B�– 54'MAX.BUCK WIDTH -��NOTCH D TSEE SILL WEEP-, _ SASH VISIBLE NOTCH DTAI S, 54"MAX.BUCK WIDTH NOTCH DETAILS. —_l NOTCH DETAILS. SHEET3 LIGHTWIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW 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..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 INSTALLATION,FLANGE 8 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-12INTEL °THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LE ...............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 LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &GLAZINGJ.DETAILS E ANEL.....................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 DEIGN PRESSURES...................6-7 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 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.................8-10 EXTRUSION PROFILES................11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, STANDARDS USED: ASSEMBLY 8 PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. 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),STH 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 •ASTM E1300.09 • NSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. PRODUG 1'REVISED 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 Aas cemplyiug with the FLmdu 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/S2-2010 BuildrogCade I6.0 LIGHTER SHADES OF CAP COATED PVC EXTRUSION NDA'$;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&A UMINUM DESIGN MANUAL Accepinnee l�•nKrL� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. -��1 " %/• Revised Dy. Da(e: Revision: .lumtian Dale LtJ(.C! �''/=! ;`f• JR 05/05/16 A)ADDED SPACERS By ••"""••. TO SHEET II. USER INSTRUCTIONS: ;,••. -.:I.I;:,. Mimi ad Moducrc«moG Revised By: Dote: Revision: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDINGTO THE INSTALLATION CONDITIONS. it':• 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 '" ® DeseAptlon: Drawn By: OBTAINED IN STEP I. OPENING ,U{ I� +.;.- GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 6..•••-•'i,: 1070 TECHNOLOGY DRIVE TIDe: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. '�: Data: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. f'l.titi'����•',.' ;�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 ,' '•�,i• '%��' (941)-4BO-1600 //• `'•.'i%:f•{, �� Ssrfoe/Modal: Scale: Sheet: amwing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 7�(/4'YNN M Iµ41E E. INTEGRAL FIN OR EQUAL LEGIBOX). P.EN 68705 CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Description(Elated from Exterior to Interior) Table# Sheet# Types Options Conflgs. Shapes Installation Options that maybe used Type (see Fig B) (see Table 1) Jess Fig A) (see Fig C) 6 718"Leminated I.G.:1/8'A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 1/8'A Glass with.090°PVB Intedayer 4,5 6 8 7/8"Laminated I.G.:1/8"T Exterior Cep+7116"Alr Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood CMU-Framesheet rip-sheet 3,option 1 Equal-Lite, Square/Rett., 7 718"Laminated I.G.:3/16"A Exterior Ce +318"Air Space+5116"Laminated; 2 Utes of 1/8"A Glass vAth.090"PVB Intedayer 4 6 6 Flange Through the flame ....into Concrete/CMU-sheet 3,option 2 Cap p () Y #2 5-16 OriellProdew Arch-Top& of the window...... 8 7/8'Laminated I.G.:3/16"T Exterior Cap+318°Air Space+5116"Laminated;(2)Utes of 118°A Glass with.090'PVB Intedayer 4,6 6 (#2) &Cottage Radus-Top ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 9 7/e"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lltes of 1/8"H Glass vAth.090"SG Intedayer 7 7 ....into Metal-sheet 3,option 4 10 7!8•Laminated I.G:11W T Exterior Cap+7116'Air Space+5116•Laminated;(2)Utes of 118'H Glass vAth.090'SG Intedayer 7 7 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rett., Through the flame ....Into Concrete/CMU-sheet 3,option 2 11 718"Laminated I.O.:3/16•A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass Win.090'SG Intedayer 7 7 Equal-Leg 5-16 Oriel/Proniew Arch-Top& 12 7/8"Laminated I.G.:31113"T Exterior Cap+318°Air Space+6116"Laminated;(2)Liles of 118"H Glass with.090'SG Intedayer 7 7 (#4) &Cottage Radius-Top of the window...... ,,,•through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.O.:1/8"A Extedor Cap+5/16"Air Space+7/16"Laminated;(2)Lites of 3116'A Glass with.090'SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:118'T Exterior Cap+6/16°Air Space+7116'Laminated;(2)Was of 3118"A Glass vAth.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Rect.,Integral fin...... ....into Metal-sheet 4,option 7 Laminated I.G.:3118"A Exterior Cap+1/4°Air Space+7/16"Laminated;(2)Liles of 3/18'A Glass with.090°SG Intedayer 7 7 J-Channel P 5-0 OriellProuew Amh Tap& 16 7/B'Leminated I.G.:3/16"T Exterior Cep+1/4'Air Space+7116"Laminated;(2)Lites of 3116°A Glass with.090'SG Intedeyer 7 7 (#1) &Cottage Radius-Top Through the frame •••-lnlo 2X Wood Frame/Buckatrip-sheet 4,option 8 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/Bucksldp-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fin Equal-Ute, Square/Rect.,Integre)fin...... •,into Metal-sheet 4,option 7 Group Anchor Substrate ! THE HVHZ ABOVE 30'. 5-8 Odel/ProNew Arch Top& Distance Embedment' (#3) &Cottage Radius-Top Through the frame ••••into 2X Wood Fra /Buckstrip-sheet 4,option 6 P.T.Southern Pine(SG=0.55) 7116" 318" of the window...... ,-„Into Molal-sheet 4,option 8 #10 SMS Steel,A361 3/8" 0.050" (steel,18-8 S.S. 'MIN. 3THREADS or 410 S.S.) Steel Stud,A653 Gr.33° 3/8" 0.0451"(18 Ga.) BEYONDD THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063-T5' 3/8" 0.050" SUBSTRATE.FOR _ 'A"=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 13/8" STEEL STUDS, L� 'H"=HEAT STRENGTHENED MIN.Fu=45 KSI& 'T"=TEMPERED 3116"steel Ultracon Concrete(min.2.85 ksl) 1" 1-318" MIN.Fy=33 KSI. / //� "PVB"=.690"BUTACITE®PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" "UNGR % 2 0 4 D BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16" 13/8" VALUES CMU' i Q Q #12 SMS VALUES MAY BE 7//� BOX OR -SG'_.090"SENTRYGLAS B (steel, SM S.S. Steel,A36' 318" 0.050" USED FOR GROUTED FLANGE EQUAL- INTERLAYER BY KURARAY or 1,1 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. o LEG AMERICA.INC. Aluminum,6063-T5• 318" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 13/4" C Ungr0uted CMU,(ASTM C-90) 2-1/2" 1-114" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksl) 1" 1314" --I BUCK WIDTH BUCK WIDTH BUCK WIDTH( 1/4"steel Ultracon Concrete(min.2.85 Kai) 2-1/2" 1-3/4• ; 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" T 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-314" 0 cs w Ungrouted CMU,(ASTM 0-90) 2-1/2" 1-1/4" _ _ J-CHANNEL INT F AL Q D 1/4"steel Creteflex Y w Y Q P.T.Southern Pine(SG=0,55) 1" 13/8" = D w 0 Ej 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-3/B" 114"steel Aggre-Gator P.T,Southern Pine SG=0.55 1 i 1 Grouted CMU,(ASTM C-90) 2" 2" o 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 A BLOCK AND OBTAINING as wmplyins with da Floridn 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. AcceptaacelQo �.•r t/;.! Revised ay: Date: Revision: Dxpiratinn Dntn E 2-10x.131"Common Neil P.T.Southern Pine(SG=.55) 318' 2-7/18" 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/18° • \'. .11"' By I•.,••`.::•,•.:.-'.. Miami aria PrnLiKt Coils uGh P.T.Southern Pine(SG=.55) 1/2' 1-3/8" Revlsad thy: Date: Ravfelon: #10 Trusshead SMSaluminum,6083-T5' 318' 0.050" (steel,18-8 S.S. Sleet Stud,Gr.33' 318' 0.0451"(18 Ga.) _- p Deea 1p6on: Drawn By: F or 410 S.S.) Steel,A36' 3/8" ° MIN.OF3 r� 6 ' ;:; GLASS/ANCHORS/FRAME OPTIONS a.osoJ ROSOWSKI THREADS BEYOND rG ) P.T.Southern Pine(SG=.55) 9116" 1-318' THE METAL 1070 TECHNOLOGY DRIVE Mrs: Data: 412 SMS Aluminum,6063-T5' 318" 0.083" SUBSTRATE.FOR ',.lr;- N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,1B-8 S.S. Steel Stu0.050" STEEL STUDS,:"� (941)_480-1800 d,Gf.33• 3/8° ,:' or 410 S.S.) MIN.Fu=45 KSI& 'sir ;;�!i)':';, ��• Sartre/Moder: Scale: Sheer: Orowing No. Rev: Steel,A36' 318" 0.050" MIN.Fy=33 KSI. A:LY.NNM�4(,k ,E• CERT. OFAIIfH. {f29298 SH-5500 NTS 2OF13 MD-SH5500-01 A REA 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 I— EDGE DISTANCE SEE NOTE 2,THIS SHEET. ( EMBEDMENT ANCHOREDTHROUGH EMBEDMENT +� FRAME INTO 2X WOOD T 1/4'MAX SHIM 1g 1/4"MAXSHIM I+— FRAME OR BUCKSTRIP. T— .; SASH VISIBLE ° SEE NOTE 2,THIS SHEET. EMBEDMENT 17 ° n L=� 18 LIGHT WIDTH EDGE � EDGE �. :, D I o �.• DISTANCE FLANGE FRAME n— DISTANCE v ° SHOWN ---- --. .----� ° 44 BALANCE " TYPE VARIES - - -- ••--- ' - TVP.ANCHOR �JL—j� ---LI/4'MAX TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, SHIM EMBEDMENT . ° WEIGHT 54 EMBEDMENT 2 �D TYP.ANCHOR TYPE, EDGE IRI Q 30 AND EDGE EMBEDMENT AND EDGEDISTANCE PER I I❑ 31 a� DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, LJ (�-� n EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. �D�o EXTERIOR4 I `al DISTANCE SEE TABLE 2, 18 d7 Ll\V\ IILI] SHEET2. FIXED VISIBLE : FIXED 19 20 OPT.SASH TOP FLANGE LIFT RAIL FRAME I LIGHT WIDTH EQUAL VISIBLE 2 _ 1-21.OX LIGHT i NOTES: SHOWN T' BUCK WIDTH FRAME HEIGHT i FOR ALL WINDOWS: SHOWN i 1 ANCHOR @ 3.55" HORIZONTAL SECTION A-A 21 49 48 FROM END AND AT 1)USE ONLY I SUBSTRATE-APPROPRIATE CENTER. ANCHORS LISTED ON TABLE 2, i 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND OVER 36'WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. 45 46 47 SCREWS @16.318' INSTALLATION OPTION SHOWN MAY O FROM END. BE USED ON ANY SIDE OF THE 14 35 FOR WINDOWS WITH WINDOW. 114"MAX. BOTTOM LOCKS- SHIM #10 OR#12 STEEL 114"MAX BUCK 50 0 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT slu SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2. SMS(G5),SEE 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, D❑� THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1412'THICK 86 USE EITHER OR GREATER.1X AND 2X BUCKS OPT. LATCH OR (WHEN USED)SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE ❑ EQUAL INTERIOR 81 31 30 65 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME a LEG/BOX WEEP LOCATION: END DESIGN AND INSTALLATION IS THE SHOWN o FRAME NOTCHES AT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. .OR ARCHITECT OF RECORD, EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION R INSTALLATION d (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCPRBVISED 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH as cemplplog With the Flodik EQUAL-LEG/BOX ��OO� 114"MAX SHIM BEADING TO BEADING. Aaa�al ppmmaccode No -O O FRAME INTO METAL FRAME INTO METAL o imiku 17010 FRAME SHOWN M 1i j I f I I l Revfced By: Dale: Revision: .27°X1.25" ,(:'•.,11 WEEPHOLE NO ANCHORS Minm ade Pmdi�ct Cnrilt" REQUIRED IN VISIBLE LIGHT FORMULAS '!•• Revived By: Data: Revision: WICOVER @ FLANGE OR - 2.87"FROM 38 EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-112" �' i ® Description: Drawn By: @ FIXED LITE:BUCK WIDTH-4-3/8' FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI SI Dale: • ° HEIGHT(EQUAL-LITE) �1-:'•'- .��j 1070 TECHNOLOGY DRIVE 7711a: VERTICAL SECTION B-B BUCKHEIGHT12-3-15/16• <�: , ;: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '•:•��."�.:,:•_;..::':'•�� (941)-480-1600 S.rica/Model: Scoie: Sheet: Drawln9No. Rev: A.LYON MIL(.ERtP:E. p;L:Nl68�ibs CERT. OF AUTH. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO ZX WOOD FRAME OR EMBEDMENT I.— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I� NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O1/4'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. — TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. ----- -- ---� 44 BALANCE 0 1/4°MAX SHIM (SCREW SHOWN 42 WITH ARIES - - EMBEDMENT b�o0 SASH 0 TYP.ANCHOR TYPE, EDGE WEIGHT 54 TYO� 1 DISTANCE Q 30 0 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, OI SEE TABLE 3,SHEET 2. OD�o EXTERIOR II--�\ TYP.ANCHOR TYPE, L_J 16 (NAIL SHOWN) � 87 3 L,\a� INTEGRAL DISTANCE PERAND EDGE SUBSTRATE, O _ I FIXED VISIBLE v FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP 1 LIGHT WIDTH FRAME SEE TABLE 3,SHEEP 2. VISIBLE LIFT RAIL J-CHANNEL SHOWN (NAIL SHOWN) LIGHT t FRAME HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" LBUCKWIDTH 49 ! 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 6 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM '�''{ MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY 45 46 47 8-\ 4 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEE)REMOVED 174'MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM SCREWS @ H-3/8' USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3,30 THAN 1-1/2"THICK ARE TO BE SHEET2.SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 16 OR BOTTOM OR GREATER.1XAND 2X BUCKSOPT. LOCK(SHEET 3). I ID65 TESTED UNIT (WHEN USED)SHALL BE RESIGNED ILII Q63 TO PROPERLY TRANSFER LOADSINTER?OR 81 31 30 LOCATION:6-5/8' TO THE STRUCTURE.WOOD BUCK FLAEP FROM SASH END. DESIGN AND INSTALLATION ISTHEIJo NOTCHES AT Bp RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH ENO. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 7 O SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT RRVJSSD _ OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL os c mp1Y)°H 1Aoi6 dollmift INTEGRAL FIN 1/4 MAX BEADING TO BEADING. ANCHORED THROUGH 11u1i 1 C«k FRAME SHOWN ���❑ SHIM INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED} }A'"""ink Da e� \\ Revlsad By: Date: Revlslon: t .27"X 1.25"WEEPHOLE .''( )/'•I''1%,;�i,'�. ' 38 W/COVER@2.87" ,,(�..I.;i`•,;, BY. O FROM EACH END. �: y, Mimni oJa Prodw:!Con VISIBLE LIGHT FORMULAS Revl+ee B Data: Revlslon: TYP.ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, _�_ @SASH:BUCK WIDTH-6-112" ® Oescrlption: Drawn tly: SEE TABLE 3,SHEET 2. �1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-318" - ;'•, /_ )tA I6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LRE) 0! ''� 1070 TECHNOLOGY DRIVE Tltle: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT12-3-15/16" -1,r:;?+,;;I;..',.;:: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN •%��•�; i; �,,•- (941)-480-1600 Sayles/Model: Scale: SAeel: Drawing No. Rev: INTO 2X WOOD FRAME OR.BUCK- A'LYNN MIWBfl;�.E. STRIP.SEE NOTE 2,THIS SHEET. P.E#58705 CERT. OF AUTH. 029296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A --►{ 718"NOM. 7/8'NO —►{ 7/8'N M. �— 7/8"N M. —�I 7/8"NOM. I�- 5/16"A/A PVB I 5/16"A/A PVB — 5/16"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 3116"A GLASS 3/16'T GLASS 1/&'A GLASS G]EXTERIOR y a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 —-� 78-79 7&79 70-79 76.78 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —►{ 718'NO718'NOM. 7/8'N M. �— �{ 7/8'NOM. --►{ 718"NOM. �- 5/16"H/H SG I 5116"H/H SG I— 5/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG 7116"AIR SPACE--\ 3/8"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8"T GLASS--\ 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS---\ 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR L a EXTERIOR (EO— (9-- E.78__ 8.78 E79_ 7EF79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8°NOM. —►{ 7/B°NOM. 7116"A/A SG 7/16"A/A SG 112'NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE--\ 1/4"AIR SPACE 76-79 BITE TYP. 16 MAY NOT BE USED 3116"A GLASS 3116"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 31 ' GLASS TYPES 5,7,9,11,13 78-78 76.7s &15 MAY NOT BE USED IN EXTERIOR 76 THE HVHZ ABOVE W. PRODUCC REVISED • GLASS TYPE 15 GLASS TYPE 16 l ildgeuly�tvithrtmFtmhle a Ac.inlion 2T. o 03 38 30 Ex imlion Date I I 111111, Revlsad By: Data: ftevlslon: L .. til i�f.:I:`'1;. •�.i. BY. .\'j:`'�.•' ,I;;,.'•.,',:h mi n'Dad.Producl I Ravlsed By. Date: Ravlslon: • GLAZING NOTES: 'A'=ANNEALED ® Description: 1 Drown By: TYP. GLAZING DETAIL °H HEAT STRENGTHENEDGLAZING DETAILS ® J ROSOWSKI "P=TEMPERED r;''! "PVB"=.090"BUTACITE PVB BY KURARAY AMERICA,INC. .,;.`.I ;! 1070 TECHNOLOGY DRIVE Title: Dote: .SG--.000-SENTRYGLAS®BY KURARAY AMERICA INC. "''i,.'•, N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 `%r.:7,,.?.?,vr�, .,'1:•• FOR LAMINATED GLAZING COMPONENTS,SEE TABLE i,SHEET 2. (941)-480-1600��;, ...r,�'�, � ��•� 1 seriea/ModaL Scale: Shoot: Drewln8 No. Rev: �W,LYNN MILL R,P:E. P.t.W6 o's CERT. OF RUTH. 1(29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A TABLE 4: ABLE 5: TABLE& ol.osrypo I Bauoms,I _ ole.Typo. Design Pressure,IbsIR2 a 0e.adpl.a L.ghen each .'s. Design Pr.eeure,[belt? olan Type. Design Pressure,Ibsllf' 6,6,7&e Rdn11.Laval Rage0Wu1mv RwW M) WM wBuck Widthm 6,740 ./-50.0 R2 He1ghl Shornu 1548 52125 .65.01-70.0 Rain/.Level 23.5 E,6111. 11.394 .OSA •70.0 465.0 -70.0 Roint,L.. R7 For all WadeW&cash elzos Scm&al College 14.SW-15.870 45.0 -70.0 465.0 70.0 R2 For all window and sash sizes 28 EquaF0le 11.683-74618 405.0 •70.0 405.0 •70.0 SEE TABLE B,SHEET 8 FOR Stsa&d P,eA 11.377-11.502 485.0 -70.0 485.0 -780 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Ta9.t 23.617-25266 +85.0 .70.0 465.0 -70.0 ANCHOR GROUP AND QUANTITY. smad Col4c. 20.958-23.518 +65.0 70.0 4B.SA -70.0 37.375 EquaFRe 17.517-20.957 1.65.0 •70.0 485.0 -70.0 Stamford ProAew 11.517-17.516 485.0 .70.0 .85.0 •70.0 so 8hwlo.l 17.317.14.610 +03.0 -70.0 405.0 -70.0 T.1 789881 27.583-31.911 4050 •70.0 +85.0 -70.0 Cwfom size 26517.27.582 +05.0 -70.0 4&5.0 .70.0 Ind stendanl Cdlalp 23317-26510 485.0 -70.0 +65D •70.0 O OIJ HEADER 44 Equawu 26517-2&510 4155.0 .70.0 465.0 70.0 HEADER 81.ndad PmAvar 17.517.20316 +65.0 -70.0 +55.0 70.0 23 Cu.lwnslze 14.517-17.516 4850 1 70.0 .65.0 l0.0 23 o sllone.t 1780-usle 485.0 70.0 465.0 70.0 o T.1.1 31.5&7-35911 .65.0 .70.0 .65.0 -70.0 SI dad Callspa 26517.31.582 485.0 -70.0 4&5.0 •70.0 Q Equ.LRe 20.517.25.510 465.0 •70.0 .65.0 -7aO Q 0 MEETING RAIL 48 St-f.,d PmdaW 17.5117.20.510 485.0 •70.0 485.0 .70.0 MEETING RAIL o Custom Slzo 14.517-17.51° 465.0 -70.0 465.0 -70.0 0 26 o Cwtwnsue 12.517-14.610 .650 .70.0 465.0 780 EXTERIOR shwiest 11.377-12.518 485.0 -70.0 +65.0 -70.0 EXTERIOR Te9.1 3&200.37.530 .85.0 .70.0 .05.0 -TO.O dC n O i Stadal9e 28.617-31207 .65.0 •70.0 465.0 -70.0 v 0 O O 23 EquaM 23.617-28516 455.0 70.0 465.0 70.0 23 JAMBQOlam sl:. 21,617 21516 485.0 lo.o 5540 -lag JAMB 19.825 BU,daal P.Aew 17.5117.20.51° +85.0 -70.0 465.0 .70.0 E%TERIOR SASH EXTERIOR SASH Ca.lamslz. 144617 17.510 .85.0 70.0 +65.0 .70.0 HEIGHT HEIGHT ca.tamshe 12.617.14.510 465.0 8040 465.0 70.0 Slnn..t 11a77-12s1B 465.0 -lag +65.0 .70.0 T.11..1 36.517-41.044 .65.0 70.0 .65.0 70.0 SWO d Calls" 31.517.36.516 +BSO .70.0 .65.0 70.0 Q 23 Eq..". 28.517-31.518 +BSA .70.0 465.0 .70.0 23 St.dad R.Aow 23.517-26.5161 485.0 .70.0 +05.0 .70.0 SILL O e2 C.Iem 20.617-23.518 465.0 -70.0 +65.0 -70.0 SILL D�� CuslomShasha 17.61740.518 485.0 -70.0 465.0 -70.0 Cu.lom Biro 14.617-17318 .65.0 -70.0 465.0 88.1 Cu.Wmsize 75017.14.51° .05.0 -70.0 +85.0 -07.3 shodest 11.8°4-13.018 +65.0 -70.0 +65.0 48.5 Q❑ T.Ilesl 39.517-41.644 .65.0 -70.0 +05.0 -70.0 o Cu.lom size 9&517-39.518 .65.0 -7Q0 485.0 -70.0 Eq.Wle 35.517-3&516 .85.0 -70.0 465.0 .70.0 75 C.1-154. 32.517-35.510 .eco -70.0 465.0 -70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH Slaadad ProAew 29.517-32.516 .65.0 -70.0 .65.0 -70.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 C..lamstze 20.617-29.510 -70.0 +65.0 .873 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE ... 25.510-20.51°i-65.0 85.0 -7o.e 405.0 8645 (REINFORCEMENTS SHOWN IN FIGURES ABOVEAPPLY TO ALL FRAME TYPE$& q. e38.517.41.°44 66.0 -70.0 .850 .70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) e4 Dolamsh. 35517-3&61° 85.0 700 +610 .67.3 CONFIGURATIONS) Shndad P(WA 33.°16.35.510 85.0 .70.0BSO 88.5 PRODUCT REVISED ,.78rantno •70.0 465.0 418.6 as-M14*8 With the Flerlda building Code SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Auccpte0cc No Irp-O /41 MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Eapirt.. DO. . \`, Revised Br. Date: Revislon: f.l f,`,Iij,1 y B9- 6.liemi)ad6l'mAllc Con r "''P!:>�•''••��:•"l•' Revised By: Date: Revislsrn: NOTES: I ® Description: Drown By: 1)USETHESETABLES FORALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI •• I'b •il 1070 TECHNOLOGY DRIVE 7706: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N. VENICE, 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)-480-1ff00 Series/Modal: Scale: Sheet: D7owing No. Rev: ON THE TABLE, lr'�IlLYN•;MILL R,•P.E.•. �. n56 D5 CERT. OF AlfiH. X29298 SH-5500 NTS 6 OF 13 MD-SH5500-01 A TABLE 7: TABLE 8: FO-I.-Typo Bww sash 2 cle®Type edtomsaan D9a nPreaeuro lbelft2 &12,18818 DafetlWm far plwn bean HdOhl Design Preesuro,168tft 7J871 BescrVim for ONet sash Heldu o Ralnl.L.wl R-P0 Wmdav Range On) Wwoa Busk Wdm(In) Rolnl.Level RanOe®Wlrtlow RdnOd(IN WmOav Buckl0ldn ON 3 H.1914q.Stam up lo11 OB 52.725 54 ] Hdgnl Bnom 18 24 32 36 40 IB 60: 54 � 236 Equal4lle 71.391 +70.0-710.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 27,5 Equd�llle 11.396 +70.0-110.0 •70.0-110.0 +70.0-710.(1 +70.0-170.0 N0.0-110.0 N0.0-110.0 •70.0 •770.0 •70.0 •110.0 Smndard Concga 14.517.16.670 170.0-110.0 +70.0-110.0 +70.0 .110.0 +70.0-110.0 .,.Ward College 14.517.15.870 .70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0.110.0 •700.-110.0 •70.0-170.0 •70.0 -110.0 •70.0 •110.0 26 Equa14ito 11.563.11.510 '70.0t.110.0 +70.0-110.0 +70.0 .110.0 +70.0 -770.0 28 Equal did 1!.683-11.515 •70.0-710.0 +70.0 •110.0 •70.0-11(1.0 •700-110.0 •70.0 -110.0 •70.0-110.0 +70.0 -110.0 -TOO •110.0 StlWam Proiiaw 11.3TT-11.662 170.0 .110.0 +70.0 410.0 +70.0.110.0 +7DA -110.0 SlanOard P7Mew 11.377-11552 70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 •110.0 O HEADER Tallest 23.617-25.288 +MA .110.0 .70.D-110.0 +70.0-11110 +700 -1100 Talleal 23.617-25285 •70.0-110.0 +70.0-110.0 •70.0-110.0 •70.1-710.0 •70.0-710.0 •70.0-110.0 +70.0-110.0 •70.0 -110.0 REq ollag. 20.058.23.516 +70.0 -710.0 +70.0-110.0 +70.0.110.0 +70.0 .110.0 Standard ConaOe 20.05 8-23516 •70.0-110.1 +70.0 •110.0 +71.0•110.0 +70.0-110.0 •70.0-110.0 •70.0 AIDA •70.0 -110.0 •70.0 -110.0 25 37.376te 17.617.20.067 +70.0 -110.0 •70.0•110.0 +70.0-110.0 +70.0 •1000. 37.375 EqudUlo 17.517-20957 N0.0-110.0 •70.0 •710.0 •70.0-110.0 +70.0-710.0 •70.0 •110.0 7.0.-110.0 •70.0 -770.0 .70.0 -109.0 �_, PW- 14.617-17.518 +70.0 •110.0 +70.0•110D +70.0-110.0 +70.0 410.0 Standard Pra119W 11.517-17.518 7DD-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.•700. •110.0 e al 11.377-MiI2 L .110.0 +70.0 AID, 470.0 .107.9 470.0 -1010 Shorfoot jj.n?m 14415 -70.0-110.0 -70.0 1.110.01-70.0-110.0 -70.0 AIDA]-7(li)-110.0 -70.0-iIDD +70.0-107.01-70.0 -103.0 a +704 st.d.0 170.0 .110.0 +70.0-110.0 +70.0 .107.0 +70.0 -1030 Shonael 77.3?-14415 +70.0•110.0 •70.0 .110.0 •70.0•110.0 •70.0 AIDA 470.0-110.0 +70.0-170.0 +70.0•107.0 •70.0 •103.0 1 27.583.31.911 +70.0 410.0 +70.0 •80.0 +70.0 •93.0 •70.0 •00.0 Tallest 27.503-31.011 •70.0-110.0 •70.0 •110.0 •70.0•110.0 •70.0•1100. •70.0-111-0 +70.0 -09.0 +7110 43.11 +70.0 410.0 0 alae 211.517-2/.582 110.0-110.0 +70.0-110.0+70.0 410.0 .7110-110.0 Custom she 28.517-27 5 82 •70.0-110.1 •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 -110.0 MEETINGRAIL lasp 23517-28.518 .700-110.0 +70.0•110.0 +70.0-1ta0 +70.0 410.0 slendarO ConaOa 23.517-28515 •70.0-110.. •70.0-110.0 -70.0.110.0 •70.0.110.0 •70.0•110.0 •70.1 410.0 •70.0 -110.0 +70.0 .110.0 4481a 211517.23.510 +70.0-110.0 +70.0•110.0 +70.0-110.0 +70.0•110.0 44 Equd45. 20.617-23516 +70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 1700-7100 +70.0-110.0 •70.0 -710.0 +70.0 •170.0rmlcly 17.517-20.518 +70.0 -110.0 470.0.110.0 +70.0-110.0 +70.0 410.0 Slamard Pro{0.w 77.517-20.516 .70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0•710.. +70.0 410.0 .70.0,-110.0 •70.0 -110.0 Custom slap 14.617-17.518 .70.0 .110.0 .70.0.110.0 +70.0-110.0 +7-0 .110.0 Custom Sae 14.617-17516 +70.0•110.0 +70.0-110.0 .70.0-110.0 70.0•110.0 •70,0-110.0 +70.0-71DD +70.0-110.0 +70.0 •110.0 E%TIEI''T11UOR Slradefl 1L377.19.616 +70.0 -110.0 +70.0-710.0 +70.0•107.0 70.0 -1030 9non0sl 11.377-14.515 •70.0-110.0 70.0 -110.0 •70.0-110.0 70.0•110.0 •70.0-110.0 +710-110.0 .70.0 .107.0 .70.0 -103.0 V 0 O REq t 31.583.35.011 +70.0 -110.0 70.0 -09.0 +70.0 •93.0 170.0 -00.0 Taros! 31.583-35.911 •70.0-110.0 +70.0-110.0 •71D-110.0 •70.0-110.0 •70.0-110.0 +70.0 99.0 •70.0 430 .70.0 -00.0 n09ge 20.517.31.5E 170.0 -110.0 .70.0-110.0 +70.0•110.0 170.0 -110.0 slendud CPE.Oa 211A17.3/582 70.0-11/.0 •70.0 -110.0 70.0•170.0 •70.0.110.0 •70.0-110.0 •70.0-11DD +70.0-110.0 110.0 .110.0 JAMB 25 llo 20.817-29.61E .70.0 -110.0 .70.0•110.0 110.0-110.0 +7110•710.0 Equd-Iib 20.517-2 6516 •70.0-110.0 •70.0-110.0 •70.0•110.0 •70.0-171.0 70.0-710.0 70.0-110.0 70.0 •110.0 •70.1 -110.0 48 rwbw 17.517-20.516 +70.0 -110.0 .70.0-110.0 170.0-110.0 +TOD-110-0 48 Slandard Pronew 17.517.20318 70.0-7100 •70.0 -110.0 -70.01-110.0 +70.0•110.0 •70.0-110.0 •70.0•110.0 +70.0-710.0 •70.0 -110.0 EXTERIOR SASH ize 14.677.17.618 +10.0 -110.0 +70.11-110.0 +70.0-710.0 .7110-/1110 Cullom 9lce 16.517-77818 71.0-710.0 70.0-110.0 70.0-110.0 •70.0-77110 •70.0-710.0 •70..AIDA •70.0 a HEIGHT she 12617.14.516 +70.0 •110.11 +70.11-110.0 +70.0•110.0+70.0•t 10.0 Claims 12.517-14.5181.70.01-110.0 +70.0-110.0 +70.0.110.0 +70.0•110.0 +70.0-110.0 •70.0-110.0 +70.0 •710.0 •70.0 •111.0 SECTION DETAIL FOR al 11.377-12.518 .70A -110.0 .70.0-110.0 110.0 also 70.0 17110 Shaned 11.377-12.51E 70.0-110.0 •70.0-110.0 •70.0-110.0 .70.0-110.0 110.0 410.0 •70.0-110.0 +70.0 -110.0 •70.0 -170.0 33.20E-37.538 470.0 •1100 +70.0 -90.0 +70.0 •93.0 470.0 -,WD v Tallest 33.20B-37578 •70.0-1110 70.0-110A .70.0-110.0 70.0 AVID +70.0-1140 +70.0 49.0 70.0WINDOWS WITH o6age 28517.33.207 +70.0 -110.0 +70.0 41xO +70.0•77110 +70.0•10.0z standard CoBago 28.517-33207 +70.0-710.0 .7o.D-110.11 470.0-71..9 .70.0-110.0 •70.0-110.0 .7ao-17ao •70.0 -170.0 •70.0 -110.0 LEVEL R3 REINFORCEMENT 25 . 23517-20.510 +700.-110.0 .70.0-11110 +70.0-110.0 +70.0-110.0 ay� Equdrnlo 23.517-28.516 7ao.110.0 70.0-110.. 70.0-110.0 •70.0-110.0 90.0-110.0 .70.0.110.0 70.0 410.0 •70.. •110.0 &GLASS TYPES 9-16 Cualam sae 20.517-M.516 .70.0•110.0 +TOD-110.0 +70.0 AIDA +7d. •11..0 caul ha 20.617-23.516 +70.0-110.0 70.0-110.0 70.0•111.D 70.0-110.0 +LOD-710.0 70..1110.0 70.0-110,0 •70.0 •110.0 SILL D 19.@5 REINFORCEMENTS SHOWN IN 48.525 Sbndwd Pmt w 17.517-20.510 +70.0 410.0 +70.0-1100 70.0-110.0 +70,0 Arno Standard Prod w 17.517-20.518 +TOD-110.0 +70.0•110,0 70.0-770.0 .70.0•110.0 +70.0-710.0 •70.0-110.0 •70.0 •7700. 70.0 •110.0 I Ousts.sta. 14.517-17.518 .700. •110.0 +70.0-170.0 70.0•110.0 +70.0-1100 3 custom Bae 14.517-17.51E 70.0-110.0 xo-110.01,70.0-11..0 +70.0•110.0 •70.0-110.0 +70.01-110.0 70.0 110.0 770.-0 -110.0 FIGURES ABOVE APPLY TO Wstomshe 12.517-14.619 +70.0 .110.0 +700.-110.0 .70.0-110.0 +70.0 41110 Custom sue 12 517-14 3/0 .Tao•71110 +70.0-110.0 •7ao•110.0 •70.0-110.0 •70.0•7111. •7ao-110.0 •70.0 •170.0 •70.0 -110.0 FLANGE&BOX(EQUY.BOX/EQUAL-LEGL slawasl 11.377-12618 .700. -710.0 +70.0-110.0r -110.0 +70.0-770.0 Snortnsl 77.3?-12.516 70.0-710.0 .70.0-110.11 •70.0 41DA 70.0-110.01-70.0•110.0 70.0-110.0 •7DA•110.0 •70.0 •t1D.D FRAME TYPES ONLY.ALL Tritest 38.517-41.844 470.0 -110.0 .70.0-110.0 -11a0 +70.0-1160 Ta861 35.517-41.814 70.0-116.0 •70.0-110.0 7ao-110.0 -70.0-110.0 •70.0-110.0 •7ao-110.0 70.0 410.0 .70.0 -106.7 CONFIGURATIONS APPLICABLE.) e st.Mald CoOapo 31.517-36.51E +TOA 410.0 .70.0•110.0 -110.0 70.0 410.0 SlaWard Condo• 37.517-38.616 •70.0-110.0 •70.0 410.0 •70.0 410.0 •70.0-110.0 •70.0•110.0 90.0-110.0 •70.0•108.5 170.0 -103.0 Egm141te 20,517-31.510 +70.0.110.0 +TOD-110.0 -110.0 170.0-110.0 Equal4ite 28.517-31.516 70.0•110.0 •70.0.110.0 70.0•11..0 90.0•110.0 +70.0-170.1) +70.0-110.0 70.0-107.9 +70.0 -1024 Slanddd ProAaw 23.617-28.61E .70.0•110.0 .70.0-110.0 -110.0 +70.0 4 00 Standard PrMa 23,517.26.516 .7110-110.0 +70.0•11/0. •70.0-11D.0 •70.0-110.0 •70,0-110.0 •7D.0 AND •70.0 -MA •70.0 -10S.R e2 Cestom sae 20.617-23518 +70.0 -1190. +70.0-110.0 •110.0 +70.0•110.0 92 Custom sae 20.517-23516 .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-t10A +70.0 -107.0 custom 54. 17.517-20.610 .70.0 •110.0 +70.0 410.0 -110.0 .70.0•110.0 Custom sae 17.517.20516 •70.0-110.0 •70.0-110.0 •70.0•110.0 •70.0-110.0 +70.0-110.0 •710-110.0 170..-110.0 •70.0 •109.6 Gnlan She 14.517-17.618 .70.0 •110.0 +70.0-110.0 410.0 +70.0.110.0 Custom sae 14.517-17516 70.0 410.0 70.1-11DA •70.0-110.0 .70.0-TROD 70.0•1026 •70.0-100.5 70.0-100.5 70.0 -100.5 Graben Siae 13.017-74.516 +70.0-110.0 +70.0-110.0 -110.0 110.0-110.p Custom She 13.017-14416 •700 410.0 90.0-110.0 •70.0.106.2 •70.0.100.7 •70.0 47.1 70.0 44.4 +70.D 44.4 90.0 44.4 G LASS TYPES 9 THROUGH s1w.s1 11.804-13.018 .70.0-110.0 70.0•110.0 70A 410.0 +70.0 410.0 Snonesl 17.074-1x015 •7ao-110.0 •70.0•110.0 70.0-7026 •70.0 azo 911.0 -07.7 .70.0 -Bon 170.0 911. .70.0 40.0 116 MAY NOT BE USED WITH Tattoo, 39.517-47.044 70.0-110.0 70.0-110.0 70.0-110.0 +70.0 410.0 Tadeat 39.617-41.814 70.0•110.0 +70.0•711.1 170.1-110.0 70.0-110.0 +70.0 -110.0 +70.0-110.D •70.D.101.5 •70:0 96.0 J-CHANNEL OR INTEGRAL Cuabm She 78617-38.51E +70.0-110.0 .70.0-110.0 +70.0-110.0 +70.0 •110.0 Custom Bka 3"17-3 9516 +70.0•110.0 .70.0-110.0 +70.0 41..0 •70.0-110.0 .70.0•110.0 70.0-110.0 •70.D-101.7 +70.0 00.3 •FIN FRAMES Equa181. 3U17-38.51B +70.0 4100.1+70.01-11 0 +70.0-110.0 +70.0-110.01 Equd4la 35.517-3851d 70.0-110.0 770.0-110.0 70.0-110.0 •70.0•110.0 •70.0 •110.0 +7ao-112.0 •780-100.4 •70.0 95.0 75 0.-Sha 32617-35.515 470.0-110.0 +70.0-110.0 +70.0-110.0 •70.0•110.0 75 CudOm3lu 32.517-35518 •70.0•110.0 •70.0-11D.0 7110.110.0 .70.0 AM •70.0.110.0 70.0-110.D •70.0-100.7 +70.0 415.2 Slvrdmd Prodow 20.517.32.618 +70.0-110.0 •70.0-110.0 No.O•110.0 +70.0-110.0 Standard PMew 20.517-32.518 70.0 J110. -7 .0-170. •70.0-110.0 •70.0-110.0 +70.0 •110.0 7110-109.8 •70.0-707.8 +70.0 95.1 Custom Size 28.517-20.578 •70.0-110.0 +70.0-110.0 +70.0.110.0 +70.0•710.0 Custom Sae 28.517-29.616 70.0 -710.0 .70.0-107.0 70.0.1024 +70.0 98.9 •70.0 -05.1 .70.0 46.6 •70.0 9E,1' Slronoal 25.51E-28.516 .70.0•110.0 .70.0-110.0 +70.0-110.0 +70.0•110.0 9hOdln 25.51E-28518 •70.0 0.0-11 D.0 •70.0-106.8 .70.0 -00.1 +70.0 95.6 +70.0 42.6 +70.0 424 .70.0 420. 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Q+C57©DDDDDDDDDDDDDDDDDDDDDDDDDGIDDDDODDDDDDDDOODDDDDODDO !�.►*7.SCD©CDDDD�©D©DDDDDDDDD©DD®DDDDDDDDDDDDODDDDDDgDDOG MEN IM Q;DDOOOOODOOODOGO�OODODDGDOODDODDOODDDODDDDOODDDOOOOO. �DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDOODDDDDODDO' �OADQ©OGDDDODDDDDDo®DDDDODDDD©DD©DDD©©OOO©D©DDD�DDOO 3.500' 3.5100"0" 3.500" ► 3.500' -.-{h•+- .062• --►III --- .062' -► - .062" -�r+- .062" r � D 1.483" 1.483" 1.483" �1 1.463" .070' --�f •06(r 14 1.184' r- D- 1.483" ❑ au�(�❑ .715" t� .070' ���[�❑� 1-' __7 o I .810" . }T" -�1 f -•150' '625 J-CHANNEL FRAME FLANGE FRAME 3 FIN FRAME 4 EQUAL LEG FRAME LIGHT SASH I HO SASH 1.375" O HEADNAMB r 625° 2O HEAD/JAMB 1.3175" O HEAD/JAMB O HEAD/JAMB 23 REINFORCEMENT 25 REINFORCEMENT 070" -�{F+- --►{ 1.182" h- 3.403' -►{ 3,483" ►{ 3.483" ►I 3.483° T Ir'}- .070" .036-►�{�- .062" -►-�{� .082 .062" 1 ' n�I -►��- .062° .781" 1.041' O v -� .130" D 2.444' D -}►{ 1.331' ��- -r.l 1.340" [- 2.444" �D 2.444° 2.444" I aa STANDARD HD MEETING RAIL 28 MEETING RAIL 27 REINFORCEMENT �OO❑ � OO❑� ����❑ � REINFORCEMENT 11 o a�O�Q .625' O J-CHANNEL '625° FLANGE 1,376•F(Z) EQUALLEG 1.375' O FRAME SILL r FRAME SILL L O FRAME SILL i � 1.872" -� 1.641' o T T �I 1215' I 2.100" 1.472° 1.565" 1.630" I I 1.376' �-�l 2.17".065° .065' 1.375" 974' .590° .471" r 590° .347° 035° .355 .07 p•J .050" .050° 070" FIXED 1° 1'000" F'� BALANCE .06wSASH STOP LIFT �IL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER PRODUCT REVISED za wmplying with the Fla" 3nildiug Code Acceptnoca No'�'�7�4••(� kxpiralian.Date /�� Revised By: Date: Ravislon: BY Revised By .316" -� h .300' -►{ .88o4" .175" : Date: Revision: .754' U.750" ' ,035" ---o-�-� .025" y(�-f p Oescnpflon: Drown By. O LAMI IG EXTRUDED OROLLED I�{!1(, WINDOW EXTRUSIONS J ROSOWSKI 72 81 SCREEN FRAME 82 SCREEN FRAME t '•%• Dote: BEADING ; •.���;'., hi;:i t�:��� 1070 TECHNOLOGY DRIVE Rtie: ,y ,;,��p,,.•;`:: N.VENICE, FL a4vs SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,,;:?``,�• (941 -480-1600 Series/Model: Scala: Shank Drawing No. Rov: A.L'YNNIMILLEf�,P.E. CERT. OF RUTH. /f29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.#68705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUM BIII of Material BIII of Material,cont. STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE POLYISOBUTYLEN 114"NOM. FOAM 3118"NOM. 1 620101 S ng a ung Frame sad&Jambs-J-Channe PVC 5 720197 Auto Lock Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Znc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Look Keeper Cast Znc 8 620106 SH/DH Frame Sill-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tlit Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR 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 76 4SG TPS 77 SPACER NXTTM 17 620134 Balance Cover PVC 55 420184 Tllt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 All 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Till Latch Finger Pull Cast Znc REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE 21 620157 Bawled Interlock 6005 T5 AI 59 420180 Pivot Bar Comer Key PVC 6/16°NOM, 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5116"NOM. SEAL BUTYL& VINT.GLASS LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 518"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlie 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEALO 79 XL EDGETm 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 1 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 831 7042 Screen Comer Key with Pull Ring X 2 PVC 401 720)0000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #e x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 1 1 Spiral Balance - 86 61816048Screen Cloth Fiberglass 43 720205Sp1ml Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machlne/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System See this rnDnucr RBvtsBD i 77 Quanex Super Spacer nXFwith Hot Melt Butyl Sheet for us mplftnx with etcl:hd& g Code 78 Quanex Duraseal Spacer rliul4mn.N tto-o7t4. nccepWnca No 03 Materials t..pholionDow 79. Cardinal n Edge Spacer "'.',;; '/:;, Revised ey, Dote. Revision: REFERENCE TEST REPORTS:FTL-8717,8988&8970 �� '•'� .`'. % JR 05/05/16 A)ADDED SPACERS By Minmi)ads Pto4ucr Revised try: Date: Revision: 1 9 Description, - Drown ay: t( BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: to.. NOTES: /l. _•'•, ;;` N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 � '.+'; • '\ (941)-480-1600 Seriea/Modal: Scale: Shea: Orow7ng No' Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. /A!LYN,t1 ty1lLL'ER,P.E. 2)ITEMS t!9-13,15,24,28,29,34,39,61,62,68.71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.0 V JLL7 5 CERT. OF AU1H. #29296 SH-5500 NTS 12 OF 13 MD-SH550O-01 A OPT.SWEEP LOCK O 48 g q6 OPT.AUTO LOCK 18 47 20 I 49 05 51 OR 52 45 OPT.PULL RAIL 82 ORS 19 INTERLOCK& COVER it (56) 86 OPT. BEVELED MITERED FRAME WITH I 21 INTERLOCK INTERIOR AND EXTERIOR16 &COVER 1� FRAME WELDS 18 54 72 X4 16 72 X4 80 ORO ESSp ----------- SCREEN - OPT.PULL HANDLE A9 • 60 ASSEMBLY dp 64 WITH LATCH DETAILS --@CONSTANT FORCE65 .01 OR 83 BALANCE OR -------- OPT.PULL 40 OR 42 43 SPIRAL BALANCE HANDLE 63 (67 lb MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS ........... 96 DETAILS EXTERIOR 38 59 PI --——--------------------- ------------ ATT4ESTp With Fimidw, 5 13'1 o --- --—---- A ------------- F.. ----------------------------- nte FRAME R-;.ed By. Date: Revision: By ASSEMBLY h4im eq 1maj DETAILS Revised Date: Re0slan: Descr(pilon: Drawn Sy.- EXTERIOR 6 it:.7.: EXPLODED ASSEMBLY J ROSOWSKI NOTES: iLf)[ 1070 TECHNOLOGY DRIVE 77Ue. D 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. • N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION LIVI Date: 15115 2)J-CHANNEL FRAME SHOWN.PARTS N I&5.OTHER FRAME TYPES APPLY. (941)-480-1600 Sheet: Drawing N.. I SadaR- 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. ;A."ll"YN t'J;MILLk CERT. OF AIJITH. #29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. REE 5870 P*