Loading...
HomeMy WebLinkAboutProduct Approval (2) a o l BCIS Home I Log In ? User Registration Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map Links Search �i tuf Product Approval _ �,,,,,»•USER:Public User ••a='1n:.;>Prcti�.�a or As I;r�tion-earUx>t Nirs3tic;n List>Application Detail FL# �Z39'R-24 f 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 tOGiTivindustries Address/Phone/Email 1070 Fechnolog 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 Win �Hdng Subcategory S'ngl 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 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yesea..239_ 2`. %. ;l,C' ................. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance t`.:(_z; ?.._.R2:;f.,,,;,'_,._,. 3_,;;i,;,;;?,,,I_;F' (NOA)for product performance information,anchorage i 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: 239.2 SH-500(Large Missile Impact) tWinGuard Vinyl Single Hung Window Limits of Use !Certification Agency Certificate Approved for use in HVHZ:YesI FL23, z. 5-..__;- .° '. Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date Impact Resistant:Yes 101/08/2019 Design Pressure:N/A i Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance I i"I""'_ F,2- " _'- 1-21.:b.ad (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: 239.3SH-600(Non-Impact) . I Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes !!.2.i'g_.. 2_Y..._'!' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance 11:L2 9 F±.? - (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: 239.4 i SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use .Certification Agency Certificate Approved for use in HVHZ:Yes 1-1_2 <.._r, .€.._= Approved for use outside HVHZ:Yes :Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance r"L239 RZ is (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: 239.5 SH-800(Large Missile Impact) Multi Story Aluminum Single Hung Window --- --- Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes ('€.; :3 9 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance 1: ., (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: j Evaluation Reports Created by Independent Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1`1_23'9; R2 C :__-_1. .-07.1_:;.._;)2,.;_;`: Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance 19 R '17 (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: 239.7 j SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F!2`9; '.24 (:: CAC :l_5-`t 7.2._.; Lrll.r0cii. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A j Installation Instructions 23! Other: Please see Miami-Dade County Notice of Acceptance I FL.<,�...?...._.....__;____;i_: ..12._i1 L_ELac— (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: 239.8 i SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use i Certification Agency Certificate .. e Approve or use m HVHZ:Yes €�1...; `:24 :: s !--'.= mif 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 ' �.:2.,;1-' 2;5__'.__._ ,;,._],=..5_1'., i` (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: I 239.9 SH 5400(Non-Impact) j Vinyl Single Hung Window Limits of Use i Certification Agency Certificate Approved for use in HVHZ:Yes ;_;.,�, �: �2 C -`S 0 r s .....................:........-:.:.:.. ,:...;2.[..:..:!..:.....:_.. ....u.:.......y p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No i 07/30/2020 Design Pressure: N/A i Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance All- R2<? ;i .1 -0;1•+.(<I.{L: (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: 239186._ S 50_0 Large issilel¢ lmp Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F€..2:19 R24 X.r-0714.03,vr. 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 r1,,2_; (NCA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. I Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: t53Ci:i IZ`PXti Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 click here. Product Approval Accepts: as cr .Card Safe M IAM I-DADEr MIAMI-DADE COUNTY Mo - 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.miamidnde.eovlccononry 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 immediateiy revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, (f.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.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,hearing 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/swies,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted.Leve i r.. RENEWAL or 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. a- T`RMLNATION of this NOA will occur after the expirntion date or if there has been a revision or change is 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 fcllowed 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 NOAH 15-0519.05 and consists of this page I and evidence pages E-I and E-2,as well as approval document mentioned above. The suLmitted documentation was reviewed by Manuel Perez,P.E. / NOA No.16-0714.03 ' MIAMI-DAD�E COCOUNTY�' /t� Expiration Dale: July 30,2020 Approval Date: August 18,2016 CJ Page I PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. 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 05/05/16, 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 FDC,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 Edge7m 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 sighed 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 underprevious NOA No.15-0519.05) 3. Test reports on:1)Uniforn 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. 1-1'L-7'966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Snbnritted colder previous NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5` Edition(1014),dated 05115/15,prepared by manufacturer,signed and sealed by Anthony Lymr Miller,P.E. (Submitted tinder previous NOA No.15-0519.05) ManuelPefe,P F. J Product Control Exmn'rcr NOA No.16-07.1/4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 I EXAMPLERFOR 28GE -1l8"MAX.O.C. P1-5/B'• ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 64"MAX.BUCK WIDTH +^ MAX.O.C. FOR ARCI I-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM I HEADER(SIM.FOR ALL FOR ALL FRAME SEAM 30" (�— I`� 12"MAX. WINDOW TYPES) —L-VEL,SEE SHEETS 6-7 IMPACT RESISTANT WINDOW TYPES) / B.SEE ___ —'I MAX.O.C. / r SHEET3 / �- 52-1/8"MAX.BUCK WIDTH B.SEE / 10"MAX.FROM _ SEE SHEETS r 1-1/4" I� A,SEC F'—' —'T'1 12"MAX. / FRAME SEAM —.� I1 f1 SHEET 31'� 30"MAX.O.C. ��12"MAX SHEET 3t I FIXED VISIBLEJ T SHEET 4 _ 8&9 LIGHT WIDTH } I B,SEE ___I�-30"MAX.O.C.-►-� 12"MAX. C.SEE A,BEE�'—' —" 12"MAX. I I SHEET 3 `�— , SHEET3 !I I _ SFIEET4 FIXED I " / — ——'-- EQUALLY I I / VISIBLE A,SEE I-'—' _' 1� / —1tMAX. SPACED I LIGHT SHEET3tIESPACEY I I 17-7I0"MAX.O,C. I HEIGHT 17.7/8"MAX.O.C.SPACED II ANCHORS PERANCHORS PER I I TABLES 9-11 — EQUALLY I I O.C.TABLES 9-11 I I 91.78" SPACEDI / I I MAX. ANCHORS PER O ! 1 1 84 Q I I 84" _ I I BUCK TABLES 9-11 / 62" ° I I BUCK —� MAX. HEIGHT MAX. � HEIGHT BUCK AS SHOWN 10"MAX.O.C. BUCK 10"MAX.O.C. 10"MAX.fO.C. X Q HEIGHT X I I 4 X I 4 HEIGHT 1 " )( I (91.78" I� MAX.) SASH 1 13-3/4"MAX.O.C. EQUALLY I / 13-3/4"MAX.O.C. I °.T EQUALLY 113-314"MAX.O.C. EQUALLY I I SPACED I I� SPACED VISIBLE I SPACED L.--- ---- — SEE ANCHORS PER I + ANCHORS PER ! LIGHT +� ANCHORS PER TABLES 9-11 I / Al TABLES 9-11 / HEIGHT A TABLES 9-11 / — — 1 SHE ER 9 C _ I 1 ! 1 `)d-112"MAX. 6-1/2"MAX, - 6-1/2"MAX. ; NO ANCHORS Al'SILL NO ANCHORS AT SILL NO ANCHORS AT SILL 1-1/4"" SEE SILL WEEP- �SASH'GIS L16-E _� SEESILL EEP- } SEESILL WEEP- SEE SILL WEEP- 54"MAX.BUCK WIDTH NOTCH DETAILS, LIGHT WIDTH NOTCH DE ILS, 54"MAX.BUCK WIDTH - NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME L FORT�YP FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME VArTION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION (Ht�qG N WITH1ORIEL/P-ROVIEW,.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 SINGLEWI DOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREM OF THE FLORIDA BUILDING CODE,INCLUDI E HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSU GLASS INSTALLATION�BOV 0'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 R}ANEFj-O-RS.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 WD 0r SUCKS 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 PS 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). &J-CHANNEL......................4 5)ANCHOR Et1BEDF.IENT 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 SHGiiLG BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6-7 6)114'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 j W'N PRESSURES: EXTRUSION PROFILES................11 A.NEGATIViF DESIGN LONDS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12-13 B.PCSII'IVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300, 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 'ASTM 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 PRODUCT RRVISED 9)METAL SU3STRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. *ALUMINUM DESIGN MANUAL,ADM-2010 rc¢emrtyinB w71h fht Fhx:dn 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-S700-07/S2-2010 Buildl.g Co(M I O ,�•h LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&A UMINUM DESIGN MANUAL :><•captm�ce htoG,'402 ,'- 11) lJ 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Revised B: Date: Up iroion Dnlejy-m .f I ) •••• Y RavADD 1 2b \;•f i.. .1„/1... • A)ADDED SPACERS / JR 05/05/16 R9. USER INSTRUCTIONS: To SHEET 11. ,.pc•;{•' Munn Jnde PmducCCa�traii� 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revleed By: Dale: Revlsfon: 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 - c Desarfpfion: Drawn By: OPENING OBTAINED IN STEP I. GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR -• 1 I 1070 TECHNOLOGY DRIVE TifW Oo POUR.OPENING'S 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-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. , :I,-� �;!`••',, N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 1 05/ta:15/15 (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, •'! )' �' ”, Sales/Modal: Scale: Sheat: Drawing No. R.'INTEGRAL FIN CR EQUAL LEG/BOX). A.�4'YNNMI(.LER;P.E. CERT. OF AUTH. 29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A RE.N.58705 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Description(Leted from Exterior to Interior) Table# Sheet# Types Options Conflgs. Shapes Installation Optionsthat may be used Type (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5�7I8'rLemina"'lei'liG::�118�AFxSatloap`�'7/-f6:Alr:Spaces:t_5/�6":L'amiiaTed;Z2)Litesoi•118°•A•Glass•with=090'=RVB lntedayer 4,5 6 6 170 Laminated LG.:118"T Exledor Cap+7/16'AIr Space+5116'Laminated;(2)Liles of 1/8"A Glass with.090"PVB lntedayer 4,6 6 .into 2X Woad Frame(Buckstdp,sheet 3 option 1 Equal-tile, Square/RecL, --`.int.eondrete/CMU= sheet�,:nptio.DL2_ 7 7/8"Laminated LG.:3116"A Exterior Ca +318"Air Space+5116"Laminated; 2 Liles of 1!8"A Glass with.090'PVB Inteda er 4 6 6 .—Flange Through the fro P P O Y - )� F 5'=1E OdellProdew Arch-Top 8 of lha window...... 8 718"Laminated I.G.:3116"T Extedor Cap+318"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090"PVB lntedayer 4,6 6 ,W—( &Cottage Radius-Top ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 9 718"Laminated I.G.:1180 A Exterior Cap+7116'Alr Space+5/16"Laminated;(2)Liles of 118"H Glass with.090"SG Interlayer 7 7 1 1 ....Into Metal-sheet 3,option 4 '10 7/6"Laminated I.G.:118°T Exterior Cap+7116•Air Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090"SO Interlayer 7 7 ....into 2X Wood Fmme/Buckstdp-sheet 3,option 1 Box/ Equal-Lite, Square/Recl., Through the frame ....Into Concrete/CMD-sheet 3,option 2 11 718"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass with.090"SG Inledayer 7 7 Equal-Leg 5-16 Odel/Proview Arch-Top& 9 P 12 718"Laminated I.O.:3/16"T Exterior Cap+3/8'Air Space+5116"Laminated;(2)Liles of 118°H Glass with.090"SG Inledayer 7 7 (94) &Cottage Radius-Top of the window...... ....through 1X Bucksldp Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:118'A Exterior Cap+5116"Air Space+7/16"Laminated;(2)Liles of 3/16'A Glass with.090"SG Inledayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5116"Alr Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090"SG Interlayer_ 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 718"Laminated I.G.:3116"A Extedor Cap+1/4"Air Space+7116"Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedeyer 7 7 J-Channel Equal-Elle, Square/Rect.,Arch-Top t.,Integral fin...... ,,..Into Metal-sheet 4,option 7 5-8 O&Cottage Arch-Top& 16 718'Laminated I.G.:3116"T Exterior Cep+114°Airspace+7118"Laminated;(2)Liles 013/16"A Glass with.OBD^SG Intedeyer 7 7 (#1) 8 Collage Radius-Top Through the frame ....Into 2X Wood Frame/Bucksldp-sheet 4,option 8 of the window...... ,,,,Into Metal-sheet 4,option B 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-Lite, Square/Rect.,integral An...... ....foto Molal-sheet 4,option 7 Group Anchor Substrate Distance Embedment' THE HVHZ ABOVE 30'. 5-8 Odel/Prodew Arch Top 8 (#3j 8 Cottage Radius-Top Through the frame Into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window...... ....into Metal-sheet 4,option 8 #10 SMS P.T.Southern Pine(SG=0.55) 7116" 1-3/81, P Steel,A36' 318" 0.050" •MIN.OF 3 THREADS 18 Ga. (steel,18-8 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451" Of 410 S.S.) ( ) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063-T5' 318" 0.050" SUBSTRATE.FOR "A°=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 1-318" STEEL STUDS, �i p�J f � "H"=HEAT STRENGTHENED MIN,Fu=45 KSI& H/ "r'=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-318" MIN.Fy=33 KSI. 777 2 4 'PVB'=.090"BUTACITEO PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" / �� 0 BRARAY AME RI CA,INC. P.T.Soulhem Pine(SG=0.55) 9116" 1778" "UNGROUTED CMU" #12 SMS VALUES MAY BE BOX OR Q "SG'_.090"SENTRYGLAS® Steel,A36' 3/8" 0.050" USED FOR GROUTED FLANGE EQUAL- — INTERLAYER BY KURARAY B (Steel, Steel Stud,A653 Gr.33" 318" 0.0451"(18 Ga.) CMU APPLICATIONS. - LEG AMERICA,INC. of 4100 S.S.S.).)S. Aluminum,6063-T5' 318" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/4" 1 1o C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete min.3.35 ksi 1" 1-3/4" BUCK WIDTH I•——•IBUCK WIDTHI►— =1/4"stee)�URfa_con:::_Concrete(min,2.85ksi)_�2_t/2 t.-3/9_ —• / / T i— ( ) ——�-BUCK WIDTH 1 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" �' F 1 All 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-112" 1-314" / O 0 T 0 rr Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ _ 'F J-CHANNEL INTEGRAL D 1/4"steel Creteflex Y Y 'w Y O x Q P.T.Southern Pine(SG=0.55) 1" 1-318" o o x !o J 0 114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-3/8" a _ 1/4"steel Aggre-Gator P.T.Southern Pine SG=0.55 Grouted CMU,(ASTM C-90) T' 2 RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ns c0mplyin8 with 1he,Flaridi; Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building C:odc Group Anchor Substrate Distance Embedment! THE TABLES ON SHEETS 8-10. Accnprmwc Na !�'�7(Q•. "/qi,• Revised By: Dale: Revlelon: E'xV.1M 1.Dara, E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2.7/16" r1 /•,,. By 2-112"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318" 2.7/16" lA! P.T.Southern Pine(SG=.55) 112' 1-3lB° Revised By; Date: Revislon: 5'fiami l oda Pmd•r'1 910 Trusshead SMS Aluminum,6063-T5' 3/8" 0.050" (steel,18-8 S.S. or 410 S.S.) Steel Stud,Gr.33' 316" 0.0451"(18 Ga.) p Description: Drown By" •M F Steel,A36* 3/8" 0.050" IN.OF 3 - C{-G Irl �6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pine(SG=.55) 9116" 1-3/8' #12 SMS THE METAL ; 1070 TECHNOLOGY DRIVE Title: Dela: Aluminum 6083-T5' 318" 0.083" SUBSTRATE.FOR N. VENICE, FL 34275SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,1B-8 S.S. Steel Stud,Gr.33' 318" 0.050" STEEL STUDS, •1� "'. (941)_480-1600 or 410 S.S.) MIN.Fu=45 KSI& ,1;.,:.':. Sones/Model: Scafe: moot: Drawing No. Rev: Steel,A36' 3/8" 0.050" MIN.Fy=33 KSI. I �,LYNq M,1LLER.1,E. CERT. OF AIJTH. �l29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E.tl 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 I— EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT - FRAME INTO 2X WOOD -�I 114"MAX SHIM 16 1/4"MAX SHIM FRAME OR SUCKSTRIP. �-- SEE NOTE 2,THIS SHEET. 0 EMBEDMENT T _ SASH VISIBLE 17 EDGE ° ° ❑� 18 LIGHT WIDTH ❑ ° FLANGE FRAME DISTANCE I EDGE DISTANCE ° •e 44 BALANCE .. 114"MAX _ TYPE VARIES - -- ° - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENT AND. ° WEIGHT 54 EMBEDMENT 2 �a TYP,ANCHOR TYPE, EDGE Q 3B AND EDGE EMBEDMENT AND EDGE DISTANCE PER a 31 DISTANCE PER (� DISTANCE PER SUBSTRATE, SUBSTRATE, LJL�/LJ ( EDGE SUBSTRATE, I I .,SEE TABLE 2,SHEET 2. SEE TABLE 2SHEET 2 '— EXTERIOR 87 4 L\al I SHEET 2, (� lU\ VLI1-1 DISTANCE SEE TABLE 2, 18 FIXED VISIBLE lu I FIXED 19 20 1 OPT.SASH TOP VISIBLE J LIFT RAIL FLANGE 2 LIGHT WIDTHI EQUALLEGIBOX LIGHT i - FRAME WIDTH BUCK HEIGHT i FOR ALL WINDOWS: NOTES: SHOWN FRAME I ANCHOR AND HORIZONTAL SECTION A-A SHOWNqg, 48 FROM END AND AT 1)USE ONLY O 21 CENTER. SUBSTRATE-APPROPRIATE I 22 FORWINDOWS ANCHORS LISTED ON TABLE 2, I iTSHEET 2.FOLLOW EMBEDMENT AND 72 Lm �'a OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUANSTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @163/6" 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"MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEEL 114"MAX. BUCK 50 I 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE HEIGHT USED INTO WOOD AS PER TABLE 2" SELF-DRILLING SHIM SCREWS D.8-318' SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 85 30 �— FROM END. THAN 1-1/2"THICK ARE TO BE ❑- TABLE 2, D❑I� SASH CONSIDERED 1X INSTALLATIONS.1X SHEET2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16- DEPICTED AS 2X ARE 1-1/2"THICK LJ\ 86 OR GREATER.IX 2X BUCKS USE EITHER OPT. 65. LATCH OR (WHEN USED)SHALL BE DESIGNED U U (2)1"I 8131 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL iNTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n LEGIBOXWEEP LOCATION:6,5/8" n DESIGN AND INSTALLATION IS THE I FRAME N EACI I S A 80 FROM ASH END. OR AROCHITECT OF F THE ENGINE R SHOWN ECORD. UD�o SHOWN JD� EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 I'RUDUCf ItL'V15GU 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH as compiy11tg with rite iladflr EQUAL-LEG/BOX 1/4°MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Il..p Lade r FRAME SHOWN u Aaxp.w11 No o C•xpimliutt Dada,yJ` - ,1•�,i I i I;1!!;;. Revised By: pate: By .21"X..2 NO ANCHORS Adinmi/Dnde PrnrLrl(:mdr` WEEPHO!EI ° REQUIRED IN VISIBLE LIGHT FORMULAS - Revised By: pato: R-Woo: (/ W/COVER0M @ 30 ° ° - FLANGE OR 2.87"F 1EQUAL-LEG WIDTH ".L.. EACH END, FRAME SILLS @SASH:BUCK WIDTH-6-12" ® Description: Drawn By: @ FIXED LITE:BUCK WIDTH.4-3/8" �6 ;'!:- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE Titfe: Dote: VERTICAL SECTION B B BUCK HEIGHT/2-3-05116" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-400-1600 Series/Model: Scafe: Sheet: Drawlag No. Rev: •A. 1JN MIL(.ER;P:E (� LyaE5 bs 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 WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT I+- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-f EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O 114'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET- TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE D� 18 LIGHT WIDTH 17 QO FRAME 1 DISTANCE PER SUBSTRATE, SHOWNfli / 1. SEE TABLE 2,SHEET 2. o (SCREW SHOWN) 44 BALANCE �" EMBEDMENT (� ��fI TYPE VARIES �1/4"MAX SHIM I 42 WITH SASH — �aI 1 TYP.ANCHOR TYPE, 54 DISTANCE Q 0 EMBEDMENT AND EDGE EDGEnhn, I WEIGHT 30 n DISTANCE PER SUBSTRATE, ) O I SEE TABLE 3,SHEET 2. TYP.ANCHOR TYPE, Irl 18 (NAIL SHOWN) fJ �� EXTERIOR- 8, T I1_ INTEGRAL EMBEDMENT AND EDGE 19 } 0 IDFIXED VISIBLE v 3 FIN DISTANCE PER SUBSTRATE,FIXED 20 OPT.SASH TOP J•CHANNEL FRAME SEE TABLE 3,SHEET 2. LIGT WIDTH SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL 1 FRAME HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH L- 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C i 21 CENTER. SUBSTRATE-APPROPRIATE O 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 IOVER 36"WIDE:OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 D ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY -+{ MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. @1 SCREWS 6.318• INSTALLATION OPTION SHOWN MAY SHIM 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEE)AND/OR 1/4"MAX. HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLINGSHIM SCREWS @ 8-316" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS Q TABLES 2&3, Q� 30 THAN 1-112"THICK ARETOTI n SHEET2,SASH CONSIDERED 1X INSTALLATIONS. I (EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IFLIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHERSUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK OR BOTTOM- 16 OR GREATER.1X AND 2X BUCKS OPT. 65 83 LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED(2)1" 81 30 TESTED UNIT TO PROPERLY TRANSFER LOADS INTERIOR LOCATION:G-SIB" TO THE STRUCTURE.WOOD BUCK FLAED&FROM SASH END.WEEP DESIGN AND INSTALLATION IS THE �NOTCHESAT 6p p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. (IIIA NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN 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 IDOPTION 8 PRODUCT REViSSO OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL nr an�1�yin8 Nidr fsi 1r4Niiin 1/4'MAX ANCHORED THROUGH INTEGRAL FIN BEADING TO BEADING. INTEGRAL FINIFLANGE REMOVED I7uddi°¢ ode ff// FRAME SHOWN ��� SHIM INTEGRAL FIN INTO METAL ( ) Arcapfn�_­ .27" \ I�� Revised Dy: Dote: Revision: 'X1.25"WEEPHOLE , . .. .I.38WICOVER@2.87 /FROM EACH END. Re 1rr d By: 0ate: Revrslon: MiPrndual Cuu roj.-r VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, EDGE DISTANCE ' WIDTH EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, +_ @SASH:BUCK WIDTH-6.1/2" ® Descnpti— Drown t1y: SEE THELE 3,SHEET 2. --rl EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.3/8" ,'•, C{ 6- IK �6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITEj_ .Ir•�!`?r 1070 TECHNOLOGY DRIVE Dtlo: Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-15/16" ;;:•.. :,;.. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN "'.��,.•••, (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- r,'•-�I".- . ' Series/Madel: 5'cofe: Sheaf: Drawing No. Rev; STRIP.SEE NOTE 2,THIS SHEET, A.'LkNN Mge6R;A\E. CERT, OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A P.E.#58705 —�I 7/8"NOM. 7/8'NO7/8"NOM. 710"NOM. 7/6"NOM. 5/16"A/A PVB - 5/16"A/A PVB I 5/16"A/A PVB 5/16"A/A PVB I 5/16"H/H SG 7116"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE— 3/8"AIR SPACE \ 7/16"AIR SPACE 118"A GLASS--\ 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS- 1/8"A GLASS G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Cr]EXTERIOR 763 7G-79 76-79 7fi-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/B"NOM. �— --�{ 7!0"NOM. Imo— 7/8"NOM, I+ —�I 718"NO 7/8"NOM, I_- 5/16"H/H SG 5116"H/H SG I 5/16"H/H SG 7/16"A/A SG 7/16"A/A SG - 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5116"AIR SPACE \ 5/16"AIR SPACE 1!8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS 118"A GLASS 1!8"T GLASS G]EXTERIOR EXTERIOR a EXTERIOR �EXTERIOR ��EXTERIOR 76-79 -• 76.79 76-79 7fi-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/B"NOM. —� 7/8"NOM. 7116"A/A SG 7116"A/A SG 1/2"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 114"AIRSPACE 76-79 BITE TYP. 16 MAY NOT BE USED 3116"A GLASS 3116"T GLASS WITH J-CHANNEL OR 72 O 74 A INTEGRAL FIN FRAMES EXTERIOR EXTERIOR GLASS TYPES 5,7,9,11,13 31 &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 301 — PIiODl1Cl RBVISED a GLASS TYPE 15 GLASS TYPE 16 13 ildhiel cadenth tiro Flraian —30 �r.ntio�n Uat. b 38 R evised By: Data: Revis7on: �-, L B � L Revised By: Data: Revision: Nli�nn Dedu I'mdwa Cxml '°• ' GLAZING NOTES:"A=ANNEALED ju. Description: Drawn BpTYP.GLAZING DETAIL "H"=HEAT STRENGTHENEDGLAZING DETAILS J ROSOWSKI "T"=TEMPERED ® G�,, ��I6`''': . "PVB"=.090"BUTACITE PVB BY KURARAY AMERICA,INC, 6. I�I t .-. 1070 TECHNOLOGY DRIVE Title: Dote: "SG"=.090"SENTRYGLASUBY KURARAY AMERICA,INC. `" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. - (941)-480-1600 'i,' ,`;` -. �f Sories/ModO. Scolo: Sheet: Drawing No. Rev: "A.:LYNN MILL�R,P:�. CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A F1.E..W 6170 TABLE 4: f BLE 5: TABLE 6: eolY�.•' 0.ilom Soeh Of..TYp.. pe 9nPwaswe,l s ° �-s"' neupfl.Wgl,en sash4,1ghl Design Pressure,lbelft' 2 Of..types Deslpn Pressure,IbelR 6,8,788 lnf. Rang.®W,d- Range en) Wnd-Buck Wdlh n 6.788 R2 "s..Sho..n u la 48 52.125 i �++1- 65.0/-70.0 Ra Int.Leval e " --R 2J.5 EgvaLRe 11.361 +OSA -70.0 40.0 -70.0 RulnL Levvl Rt For all wintlmv8 sash s slats Cdl.p 14.517-15.070 +850 -7040 +OSA -70.0 R2 For ell Mndow e,d sash sizes 28 Equ.NW. 11.583-14.510 +05.0 -70.0 +85.0 -70.0 SEE TABLE 9,SflE'E`i'BFOR slandaN prM- 11477-11.582 +65.0 -70.0 +65.0 .70.0 SEE TABLE 10,SHEET FOR ANCHOR GROUP AND QUANTITY. T.r451 z3.s17-xs.26e ..0 -7044 401.0 -7040 ANCHOR GROUP AND QUANTITY. slam..d collage 20.0se-23.510 1610 -10.0 +61.0 -10.0 37.375 Equa4No 17.517-20.057 165.0 -70.0 +65.0 .70.0 _ SIeMald Neem 14.517-17.516 +610 -70,0 +65.0 .70.0 st Mt.l 11.377•14.510 1050 -70.0 +05.0 .70.0 Tdol 27.103-31.911 46s.0 -70.0 1We .70.0 Cust.msiz. 28.517-27.682 +BSO -70.0 485.0 .70.0 SWnda,d Cdl.ge 23.517-26.516 +05.0 .70.0 .85.0 .70.0 I^� HEADER 44 Equ.LIBa 20.517-23.516 485.0 -70.0 465.0 .70.0 � I� HEADER st.mamProdow vs17-20.516 +050 40.0 +55.0 .70.0 23 Gomm size 14, -7.515 +55.0 •70.0 +65.0 40.0 23 4Q ShWO l 11.377-14.516 .65.0 .70.0 405.0 .70.0 � - U o Talesl 31.583-35,011 +65.0 -70A +55.0 .70.0 0 Sbrde,d Cdlege 25.517-31.502 105.0 -70.0 +65.0 .70.0 U� Eq.W. 20.517.20.5t6 +05.0 •70.0 105A .70.0 Q Q MEETING RAIL 48 slandad PW- 7.517-20.516 441.0 -70.0 4... 40.0 o O MEETINGRAIL o aet.mslm 14.517-17.6161.55.0 -70.0 +65.0 1-70.0 Q O 26 ° custom slz. tz57-14.516 .650 •70.0 165.0 -70.0 27 ° E%TERIOR ^ Shdlesl 11.3n-12.518 +05.0 .70.0 +65.0 -70.0 EXTERIOR. any ,pq� Teles! 33208-37.638 1650 -70.0 +65.0 -70.0 my 51.Ma Cdlego 25517-33.X17 +65.0 -70.0 +05.0 -70.0 v O 23 O Eq..[R. 23.517-211.518 +05.0 -70.0 +65.0 •70.0 23 JAMB cvat.m size 20.57-23.610 +0540 40.0 +65.0 -70.0 JAMB 40.025 EMERIUH SASH Slanda,d P,Mew 17.517-20.570 +85.0 -70.0 +05.0 -70.0 EXTERIOR SASH a HEIGHT a.mm sim 14,51?-17.516 +65.0 -70.0 +65.0 .70.0 a HEIGHT c.st.m siz. +2517-14110 +65.0 .70.0 +65.0 40.0 shwe.i 11,377-M516 465.0 1-70.0 1 405.0 -70.0 Tallest 30.517-41.044 1650 -70.0 +65.0 -70.0 23 0 sle,ded CWl4ga 31.517-38.518 -BSO -70.0 +65.0 -70.0 O Eq,All. 25.517-31.5IB +550 -TO 0 +05.0 -700 23 p Standad Prwiew 23,517-28.516 +05.0 -70.0 +05.0 .70.0 SILL I, II 62 cmlomslze 20.57-2345111 +05.0 -70.0 485.0 .70.0 SILL II �J ( avom sixu 7.517-20,51° +05.0 40.0 +05.0 .70.0 `I essl.m s1 14.517.17.516 165.0 -70.0 405.0 438.1 II�-f1-IIII C Stomslze 13.017-14.518 405.0 -70.0 +05.0 -00.3 Sh lw! 11.5°1-13.01° +05.0 -70e 4sse d0.5 O� Tal!csl 38.57-41.614 +85.0 -?0.0 •BSA o Custom Size 38.517-30.518 +05.0 -70.0 +85.0 -70.0 0 Eq.1411. 35517-30.516 +05.0 -70.0 +65.0 -70.0 75 C.sWm S4. 32.517-35.510 +05.0 •70.0 +650 -700 SECTION DETAIL FOR WINDOWS WITH slandadP,Am 2D.517-32.510 +65.0 .70.0 +65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 C.41.msize 20.517-29.516 105.0 -70.0 +05.0 -07.3 LEVEL R2 REINFORCEMENT&GLASS TYP_ES_5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE shwas! 25 510-2051° +85.0 -70.0 1110 34°.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq"".t. 38.57-41.044 105.0 -70.0 165.0 JOO APPLY TO ALL FRAME TYPES& CONFIGURATIONS) ea custom sb. 35.517-38.616 +65.0 -70.0 165,0 674 CONFIGURATIONS) SUnda,d Po.dev 33.618.35.510 105.0 -70.0 +me Ws PRODUCT REVISED et.7e Taren 41.144 +O5.o .70.0 465.0 a8.a 0s 134 111 iul;\dilb ft13 Florida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Uuildir!!3 CAde •'MIN.SASH HEIGHT=WINDOW BUCKHEIGHT-50.136 A-pt -N. X0-0 /Q, Reused Date; CX.�'irj111d ODIu2� �'• Revfalon: hlimm )nJc IRo'r'L Con"7 " '' Revfaed Ry: Date: RevielDn: NOTES: rt� D....fptran: Drawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �� DESIGN {PRESSURE TABLE J ROSOWSKI � ��114 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE Title: Date: N.VENICE, FL 34276 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)-480-1fi00 ON THE TABLE. /'/brL'yNNfyIILL�,•P,E.` Series/Model: Scala: Sheet: Dmlving No, Rev: P.E.G 59 o5 CERT. OF AUTH. #29296 SH-5500 NTS 6 OF 13 MD-SH 5500-01 A WmT."mm- rmrsT-Mjmmm mmommmsmMMEMEMMMEMEMEMIM� �t mmmmmmmm �������������� milmomallmallmll l��mc=mm=mm=mwmmmlmmmEogmmmmmmmmmmmmmcmmm amcmMmmmmm ���MMlMmMMmMcMMM ��gmmmmmmmcmmmmM� EMEMMMOMMUMM • 1 1 ��cm�cmlmcmmmcm� ��EMEMEMKMKMMMMMEMKMMMCMEMIMMMIM� • I EonmEMEMEMEMOMMMEMEMMMMMEMEMEMEMMMMM �■�cMmMmMmM9M�KM� KMMFMEMEMEMMMEMEMCMEMEMEMEMEMIMEMEMM cm emmmmum9mm KMMMKMEMKM mmm amcmumcmummmom WM=MMKTMWMCMEMCMMMCMEMEMEMCMEMIMMIMEMEMIM MrSTMEMMEMMEMMEM �!. .. . : -. • TECHNOLOGY1070 CRN. VENICE, FL 34275 CEIRT. OF ALITH. #29296 IVE • (941)-480-1600 „ ®� ,. ■ �� • • OQDMQMMQMQMQDQDQQQQQ®M®DMDQDQMQQQDMGIMGIQDQQQDQQMQMQ DQQQDa000QDQDQMDQQDMD®DDMQDQDGMMD®QDQGGMaDDQaaaa • . - ���.GOQ�D©©©GQ©GIQ©©C©DaaD®©GIDQDa©©aa©®D�a.6l©©©©DG©G00 :�©©QQQMQDQDDMMGIQQQQQQ©D®QQGIQDQQQQQQ®QQQQ©©©GIQQQQQQ ©©DDDDDQQDDDDGIDMQMMMMM©©Q©GIQQQQDaQQ®MM©DGQDQQQ�QDG ��,0000aoMD©oD©DDDQa©©©aa®©cmQQQQQ©©©®coaaaa©©aa©000 0 DMQQQ®©©©D0Q©Q©©QGIQQQQQQQQQ©©©QQ©®QQQQ©QQQQ©Q©©Q • = ©QQQDQDQDQDQQQMQMQDMMMMMaDQDQQGDMM®QMQGOMQMQaaDaa ��,aoao®QQQaQ©QQD©DQQ©QQQaQQ©QQQDQDQaDaGGGaDQQODC�1aGG • �0m©�I©Q®DQDD©QDQD©D©©©©©aQ©Q©QQQ©QDQQDQQDQQQQQQQQQQ©© „: . ©©MM®MMMDDMQDQQQDMMMMMDD©©MDDDD©©®MQQQG�DDDM©DDaQ �ooaQ®©MQOQQ©©©©o©cmDaaoD©a©DpD©©Q®Qaoo©©©©©aD�ao �0'GfGIQ©QDQQ©©QDQQQQQQQ©DQQQDQQQQD©QDQ®GIDQ©Q©QQQQ0®QQ ©©QM®QMQMMMQMMQMDMMMQMDMMMMMQMGMQMMMMMQOGMMMQMGMMG �,ooaQaoQQQOQDQDaQaQQ©©aaoQQa©©D©Qaa®©aoa©a©a©0000aa �g ooaa®aaaoaaaaaaaaaaaaaooaaaaaaaaa®aaaaaaaaaaaaaaa ©©MQ®QQMDQQQMQMMMD©MDQQ000MMMMG©©®MMMQOGDQDQMG©Qv ��Q�aaaQaoQQQaQDQDQMaDQDDQQaDDDQDMQQMMDMaaaaMDDQDODMMDaa �V ��ooaa®aaaoaoaaa000aooaaoaaoaoaaaoaoaoaoaoa000aooaao MMQ®MQQDMDQMMMQMQMMQMMDMDMMMMGM©DQMQMQGGM©©QDDMMD � �.� ,�®AGOGI®DD©OQDDDQDGDQDDDDDQQ©©©©©©DD©©DGDa©D©DOGGDDOD oaQaaQQQOQQQD��©©aQaaDQ�©©aQaaaaaaaoaaaDa�aaoa ©©QQDDMDQaQDQMQQQDaQDQQDDQMQQQQaMQaQQDQQaoaaaaac®v ©MoMmm©©©©©OMMOGIM©©©Q©DQ©DQ©Q©©QDQ©©©©©©Q©©©©QQQ© ���DMQMMMQM©©MMMMMMMMMMQMMMMQMQMMMMM®GIMMMMGGMMMMMGMQG �ooaQaaQQ©aQDQQQao®Da©aaDQDaDQQQM®aoaooMMMaMooa000 ��0',©DQQQDQQ©MQQ©QQQ©®QQQQQQQQQQQGIQQQDQQQQQQQQQQQQaQQQ ©DMMMMMD©©QDQMQQMMDMMMQMMQMQMMMGMMMMMMMQGGDMMQMD©QG �boaQooQ©oGQDDQ©©o©M©oo©a©©©©©©a©aD©©Moot©©©©©oo�oo ��� ©MQDQD©MQQQ©QDQQD©Q©M©QQQQQQQQQQQGIQQQ©QQQQQQMQQGIQQQ ©MQGIDDQDQMQMMQQMD©QDDQQMMDQQQDQGMDDQGIQMMGCMM©MMMMMG �poaDAQQM©AAAA©D©a©QDDD40Q©DMQDp©�M©QIlOQE�A©QGIAG©aG� :m�©©QQQQQ©DQDQDQQ©DQDDQQ©QQQD©QQQDGIGIQDQ©QQQDQDDDDQQQ �G�,©MQMQMQDQQMMMMMMMMQMMQMQQQDQDQQM®MQMQQQMGMQDQMGMDD G� aaDaaQQQaQDQDQDaQQDQaaaDQaDDQQQ®QQDGaaDQDMaaoDaoo m�aaaaaaaaaaaaaaaooaaoaaoaaaaaaaaaaaaaaaaaaaaoaaoaaa � ©DQMMMMQQDQMQMQMMMMMDQQDMMGIQDQQaDQQQMMMQGGMQMQMGMQG Q�aa®aaDDQaQDQDaDaD®aaaaDQaaM©aQaaDDM000DQaaD00000a o®aoaaaaaaaoaooaaaaaaaaaaaaaaaaaaaoaoa00000aaoaaa � GIMQMDQDQ©QMMMQMMQDMMMMMM©MQMMMGDQQQQQQQGMQMMQDGDaG �� D<'iMaGMM©GMMGIMMQGMMDMD©DMQMQMMM®QMQQOGOMMMMMGGMOGG mD®MMMMM©MQMM®QMDMMMMMMMQMQMMM®MQDQQaMMMMM©aMMDMM ®MDQGIDQDQQMGIQQQDQDDDQGMQQQDQQOMDQQDQDQGGGa©QQDOQD � aaMaGDQ© ©QQQaaDD©©M©©aQDaaa©©©©©MDMGooD.Q©©©QaDcon �� ©MQDQDDMQDQ©©MGIMM©QMMQQMQ©M©MQ©GIMGI©M©©MM�MMMGIQ©©GI©© �©MQDMQQDQMQDQDQMQDQQQQMDMDDQDQQOMMMMMMQQ GDQMQMGQQO c=AoaDOaGIMQa©©©Qa©®QM©a©aDM©©M©Q©a©©a©aGG©©M©©GG©oG ��OQDQDD©Q©©QQMQQQMGIDQQMQQ�JMQQQQQQQDQQQM©MQGIQDQQQQMQGIQ �QMQMMDQM©MQDQDMMMMQMMQQ©MQMQMMQGMQMQMMGIMDGQMDMMOQQG 000©ooM©©oQMQQDao©swap©a©©MaMQQ©aaaQDaaaMaQMMooM000 : :mQD000QQGIQ©©QQQQQ©DDD©QQGI©QQQQQQQQQDQQQQQQQQQDDQQQQQ - ,O ©MMMMMDMGIDMMMMGIDQDQMMMMDDDDQDDQGMQ©QQQQQGMMaMaooDQG:. Q�ooa©aaQDoa©QQDaoODQM©oMODQ©©®o©a©©©©000©©©aoao©aao m©QQQ©DD©©QQQ©©QDQQ©QMQQ©©Q©Q©QQ©QQ©©QQGIQ©QQQ©GIQGIQQ© .. . � ��DDQDQQD©DQDDD®MMQDDQQMMaMQDQQaDQMQMQQQaGMQDCIDGQQG� ooQaamo©MQQQ©I��DGID�1DaG©©QW©Q©©DaMQ©aGGDQMMMaDG1DGa maoaaaaaoaaaoaaaaaaaoaaaoaaaaaaaaaaoaaaaaaaaaaaaaaaa DMMQQQQDQMM®MQQQDQMGIQQDDQDDMQDaDDaQQMQQaG®MQMGaMG �aaaQaaDDQaQ®QaaaDQDDMaaQQaaa©QQDaaaaaoo©aaaDaaDaaa �aaaaaoaa000aa000aoaooaaooaa000aoaaaaoaaaaooaoaaaaao �DDQQQDQDQQaMQDQDMDQMMQMDMMDGIMMQG©QMQGIMDQaGMMMQQGMQa - '��MaQaoQMQMMMMDQQOMQMDD©aQMMaMaDQQQMQDOCCDMMMDGaDaaG: Ml ! = • ��Q�Cf©QpD©aG©QA©©©OGI0000©.O�IQ©DQD©Q©Q©®pOAQDDQ©QQ©QGQ �� ©©©©©©DQ®©©©©QGI©©©©®GI©©QCIQ©©©©©©QQ®QQ©©Q©©Q©©©©©© �©Q©©QQ©DDQQQ©©GI©QQQ®Q©®QQQGIQ©G©QQQDQ©©GGQQ©Q©G©QQ �GQQ©QOCIGICIQGI©QQQQQQGIQQQQQGIQQQQQ©QQQQ®GQGQQQQQDOQQOQ ©00000000QQQ0G100QQ00000Q0Q0©000G0Q000©©OCCQQOQ©QQQQ � ���©®®QQQ©QQQQQ©©Q®Q©Q©QQQQooQ©oQQQQQQQ©ooQQ©Q©oQQQ ��®t�QDQ©Q©D©QDQQ®Q©Q©QQQQQDD©D©QQQQGOGQ©QDQGq�1000 � �3 mQoo®oQa000QQ000QQQooQooQooQ000QOQ000Q000QQooQQOQQQ r �QQQQQQQQ©QQQciQ©©QQQQQQ©QQQ©QQ©©cQQ©QQQ©©ooQQQQ©oQQo l - ���QO�GIQG©©©QDDDO©©QD©Q©Q© ©©©QDQ©©®QQ©GDD©Q©©Qp�QQGG 00 �oo V �.�oQ®ooQooQOQ0000Q000 o� o�oQ®00000000000000Q® �QQ®©QQ©©QQQ©©QQQQQQQQ©QQQ©Q©Q©ooQQQQ©©©oo©QQQ©oQQo .� �oQ®o�Q�Q�QQQ.Q®000Q��QQQQ�QQQQQ��oQQQ��Q ��Q©©©QQ©Q©QQ©Q©©©o©©Q©©©o©QQ©©©©ooQQQ©Q©©0000QQ©0000 QQG©GQQGI©g00DQDQQ©©QDQ©�Q©QDDD©DQQ©Q©GGGQQQ©E�GDDGGD m000000GIGIGf000000Q000Q00©©©©©©©©©©000GG1©00©©0G10G1®®©© �Q000QQGIDDCGIQ©0QD000QQQ©OGIGIQC�IQ©Q0000QGOGDQQD40DDQCD �� ©000QG10DDQQQ00GIGIQQQ00000QQOQOGIGIGQQQ000©00000000QDOQ �QQQ©GCGIOGIIG00©OQQGGI0Q0Q0000GIQQQQQGIDQDQQ®o000Q0GGIQ�GQ ��000000000Q000GIt70QQQ0©©D00000©©DD00000000QG00QQ0QQDQ ��Q�GIGG©©©DGI©©®DC©DD©DApD©©©QQ©©©QQQ©GOCQQQQQGCQGGC ©©©©©©GIGI©0000®G1000©©©©©©©0000000©©0Q0©0000®®0©©© � ©©©©QD©GI©000000GlQQQ©QQ©Q©QQ©QQ©OQQQ©©©©©QOQQQQQQQQQ �000©GGOQ©000D00QQD©©©©QRQ©©QQ©QQQQ©©QDOG©©©®GQQOGD moQ000Q000QOQ000QQQooQQQQ0000000000000Qoa000Q000000Q � ©Q©©©©©Q©©oQOQ©QQQQ©©©©QQQ©®Q©oQQQ©©QQQooQQ®ooQ�o �GCODGRO©ODDDGICIDDGGIGIQODDD©©©QQQDDOQQQ©DOCQQQQQIIGQOGQ 0000Qoaoa000Q®oQQ000avQOQooQooQ00000000000Q0000000 ©©©©©©©©©QQ©Q©©©Q©©©©©©©QQ0000©v©QQ©000000DQ©QQOQQQ QQQ©QQ©000000QQQ000©QQQOQ©QQ®©©QQ©®ooQQ®®QOQ000 . m©QQ©QODQ©QQQ©©QQQDQ©©Q©QoaQQciQ©oocmQ©Q©©QooQQ©©©Q©© .O ©Qo©QQQQ©QQQQQQ©QQQQQQ©QQQ©QQQ©o©©©©©©©©oo©QQ©ooQQo gQo©qo©©©�ooDQQQQD©QQQ©Q©©©©QDQ©QQ�Q000Q©®DooQaoo {{���. ©©Q©QQQ©©QQQ©©v©QQQ©©©©QQQ®oQ©oQQQQQQQ©ooQQQQ©cQ©a �1�70000GG0DDG0000©©OGIODQQ©QGIDQDQQ©©DQ©QQQOGQ©©QDGODAGG ���©Q©©Q©oQ©QQQ©Q©©QQQQ©Q©QQQ©QQ©©v©QQ©QQQ©oQQQQQQOQQo 000©ooD000©©©QQooQQQaooa©QQQQQQQ©Q©QQ000QD©©QooQ©om.. m©©©©©Q©oo©©©oo©©©©©©©©®©®©QQQ©©©Q©©Qoo©©©©ooQ©©©©©• �000©QQQQQQQ©QQQQQQQQQQQQ©QQQQQ©QQQQQQ000QQQQQooQ000 ©©QQQQQQQQQQ©©QQQQQQ©©©QQQ©©©a©GQQQQO©Q©ooQQQQ©oQQQ 0 mamma ooD©C_DDD©©QD©©Q©©©QGI©©©©©©©©©©Q©C�C©©©©©CDDQ�G mo�oQ000000Q0000am000000000Q000doQ0000000Q000000000 8 ©Q©©®QQ©QQQ©Q©mammon QQQQ©©©©oQQQQ®Q©ooQQQQQCQQo. _ o�oov©oo©©©oD©Q©QQmamma©©o©©©©Q©©D©QQQQ000©©©©000mom moQ0000000Q00000000Q000aQooD000000�0000000000a00000. ©©0000000QQQ0Gl000DQ0000QQQ00©©000Q©G10000GOQ0©©OGQQQ sommQ©©QQ©Q©MOM QQQMOMIQ©Q©©QQQQQi�GGQQQQQGGQOGQ - mQQQmQQQmQQQQQQ®QQQQmQmQQQmQmmmQQQQQmmmmQmmmmQQmmmm • °mmmmmmmmmmmmmmQQmmmmmQQmQQmmQmmmmm©m©©©mmmmQmmmmmQ �0�QQmQQmmmmmmmmmmmmQmQmQmoommmmmmoomm©mQmmvoovmmQvomo m000moommmommQQmmoQmmmmmommm�mQmmmmm000mmmomaom000 ' �mmQmQQQQmmQmQQQQQQQQmmmQmQQQ®mQmQQQQnmmmQQQQmmmQm© � - ��mmmmmmmQmmmmQmmQQmmmmmmmmmm®mQovmmmmmmm0000mmmoQmo 000moommmommmmmmommmQm©ommmmmmmmmmmmm000©©m©moomoan omQQmmmmQmQmQQ®QQQQmQQQQQQQmmQQQQmmmmmQQQQmQQmmQQQQ ��mmQmmmmmmmQQQQmmmQQmmmmmmmmmmmmommmmmmmmoQmmmmmoQmo �0oo400mmmommmr�mommmmmmommmmmmmmmmmmmvvoQmmmmoom000 .A ��mmQQmmmmQmQmQ®mQQQQQQQQQQQQQQmQQmQQmQmmQmmQQmQmQmm �QQQmQQQQQQQmQQQQmQmQQQQQmQQmmmmamm©QmQmmovmQQmmommo �.moomoomm©emmmmmoomm©©mmommmmmmmmmmmm©000mmmmmoom000 �V �ov000vvvvovvov000vomvvvovoovvv0000vovvvvvovvvv000voo �mQmmQmmmQQQmQQmQmQmQQQmmQmmQmmQommmQmQQmQQQQmmmommo � �moomoo©mmo©000mmommmmmmamm®mmmmQmmmm000mmmoo�m000 ti�mmmQmmQmmmmmmmmQQmmvooQmmmovoomQoovoQooQmmvooQmvoo mQmoommQoovommmmQommmQom®mQmQQmvvommmmQmmomoommmm room©oQQQQommmQmmoQm©moaom®Qvoamm©vvvv©©©v0000000©© ���mmQmQQQmQmQQQmQQQmmQmmooQQ®QvovmvvoQvommmQmvovmmomQ m©mmQommm0000mmmv©ommmm©000mmmmoovovm©mmvvvvvoc000© oommmmmmQommmmmmommmm0000ammoQommm000moomQ000000000 �Om©QQmQQQQQQQQQQQQQQmmQmQQm®QmQmm©mmmmmQQQQQQQQQQQ©Q �mmmmommmmoovQQQmovommmmmmoommmmvvoommmmmmmm000m000© �voQQOQmQcmQQQQQQomQmQmQOQ®QmoQmmmovQvvoQQQaQoovooQ �mmmQQmmQQmQmQQQQQQQmmmmmmQmmQmmmmQmQmQQQQm©QmQQmQmQ ���mmmmmmmmmommmmmmoQmmmmmoommmQmQmvoQmQmmmm0000mmv000 m�oomommmmm®mmQmmQmmmmmo®mmmmmmmmm00000mmm00000000 iQQmQQQQQQmmQQQmQmmQmmQ®QQQQQmQQQmQQQmmQmQQmmmmmQ ��mQmmQmQQmommQQQQommQQmmvoommmmmoomQQmmmmoovovmmooQo �.000moomQQOQQQQmmoQQmmmm®mmmmmmmmmmvvoommmm0000000 ��m,mQQmQQQQQQQQQQQmmQQQQQm®QQQQmQQmQQQQQmQQQQmm©mmmo �mQmmmmmmmmmmmmmmoQmQQQQQmmQQQQmoomQmmmmmoovmQmQvoQv �000meemmmommmQmmemmmQmm®©©©m©mommo©000©©m©©oo©000 o�ovoovovoovooa000vvvvvomovvvvvvvvvvvvvovvovoovovo QmmmmmmmmmmQmmmmmQmmmQQmmQmQmmommmmmmmQvommmQmoQmo �0�°�vomoommmommmmmQomQmmmmomQmmmmmQmmQQ®oommommvo©000 mmQmmmQQmmmQQmQmmmQmmm®mmQmmm©mQmQmmoDmmQQmQmmmmQmm mmmmQmmmm000mQQm000mm000momQmQmmvovmmQmmmvvvvoan a 0�oo©©ommmmommmmQmomm©Q®omQmmmmamoQm00000mmmmoQOQoao o�mQmQQQQmQmQQmmQQmmQm®mmmmmmmmQmmQmmmmmmmmmmmmmmmm � QQmoQQQm000mmmm000mm®ooammmmmoQoommmmm000000mmmom oommommmQommmQmQommmmmmammmmQmmmmmQv0000©mm0000v000 o©mQmQQQQQQQQQQmQmQQm®mQQQQ©mmmmQQ®mQm©mQVQ©QmQQQm ��mmmmmmmmmoommmmmooQm®moommmmmmvvommmmmQvvovommvoao �000mooQmmommmmQmommmnmmommmmmmmmmmmv0000mmmv000Q®o:. o'flQQQQQQQQQmQQQQQQmQ®QQmmmQQmmmmmQQQmQmQmQmQmQmmQQ ����mQmmmQmmQQQQmmmQomm®QQQOQQmmmmoQmQmQmmm0000mmmoomo 000movQmmommmmmmommQmQmommmmmmmmmmmmm000mmmmoa00000 :ommmmQmmQQQmmQQQmmmmQmQQmmmmmQmmQQQmmQQQQQQQQQQQQmmQ ��mmmmmmQQQQQQmmQmQm®mmmoQmmmmmmoQmmQmmmQ000mmmmommo - �noomooQQmomQmQmmom®QmQommmmmmmmQmmmm000mmmmmvamQoo ��mmmQQQQQQQQQQQQQQQQ®QmQQQQQQQQmQQQQQQQQQmQQQQQmQm©Q . �©mmmmQmmQmmmQQQmQm®mmQQmmQQmQmommmQQQmmoommmmQommo• - �000moommmom©mmmmommmQmoomQmmmmmm©©mmm000©©00000mooc mom a m©m©©©©©m OM©mp0©©.°a©©!Ocilla MOM©°MM©000 3.500" 3.500" 3.510,0" 3.500" �I+ .062' -r•I�- .062" -►'�I+- a .062" � .062° D- � IDI p � 1.483" 1.483' 1.483" Lj( 1.483" .070" -�I 1,184' I 715" 070" -I .B,D-11 � .625" J-CHANNEL FRAME •625" O FLANGE FRAME FIN FRAME EQUAL LEG FRAME 1.185" }T �1 r� •150" 1.375" O HEADlJAMB r 2O HEAD/JAMB 1.375" HEADMAMB 4O HEADIJAMB LIGHT SASH I HD SASH 23 REINFORCEMENT 25 REINFORCEMENT 1 070" -�{� 1.182° 3.483" �{ 3.483" �{ 3.483' -I 3.483" �� J�.062" � .070° -���- -►�E•+- .062" � -�E� .082" s T 1.038" 1.041" .062" j 791" .130" D 2.444" 2.444" 2.444 D --}�{ 1.331 +- -� 1.340" 1-+- 2'444 I STANDARD HD MEETING aa�o ago a� �O 26 IL MEETING RAIL 27 REINFORCEMENT ��OO❑ �OO❑ lam I al��-J�J❑ REINFORCEMENT S .625° O5 FRAMESILL 6r'o O FFLANGE RAME SILL 1.375" �j FALFRAME EQUALLEG �B FRAME SE 1.375" i � L I+� ILL 1.872" -� � 1.641" i I -+I 1.21 1.630" I I -.-II 2.100" 1.472" 1.565' n 0 974' I 1.376" � .59 2.176" .471" f� S -U 7' .085" .065' 1.375" +I � r .355" •590" 1 .035" -� �l .0 70" .050' .050" -►I 1.231" �- 1.000" 1�- .060. .070° SASH STOP I LIFT RAIL LIFT RAIL EVELE 14 MEETFIXETIING RAIL 16 BEVELED SASH RAIL 17 COVER BALANCE 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 N ERLOCK 22 INTERLOCK COVER "RODUCT REVISED ,-"plyin8 wIlh 0»Flrridtl rrilding Code n«pinnaNn l(o-0714-.05 c.,pinnionDalo U;.ZzW 0 `�1 " •" I Revl.ed By: Date: R.vW.m 11 (/ ' I ...r .316° -�{ � .300' - •;fP ...i...,:'�yi IvIi )nde producl'Con4(�� .B6o" 175" Imo'1 Revised By: Dote: Revlelon: .754" .750" r .035' -- +u�l�-� .025" -►)�-� .✓-•yr'•�;.; - O Description: Drawn By. O INDOW EXTRUSIONS J ROSOWSKI LAMI IG OEXTRUDED ROLLED W 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME 1070 TECHNOLOGY DRIVE Title: Data: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '(;rr..�: •�.•;::'. (941)-480-1600 Sena./Madel: Scale: Sheet: Drawing Na, Rev: P.E.h5 705 P.E. CERT. OF AUTH. #2.9296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.N 58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL SIII of Material Bill of Material,cont. STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. 1 620101 Singe Hung Frame Head&Jambs-J-C annel PVC 45 720197 Auto Lock Mechanism C Steel P WITH D B TYLENDESICCANT 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 Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX #6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled'nit Latch Corner Key PVC —INT.GLASS / INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail TIII Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 7s KODISPACE 77 SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 4SG TPS O SPACER®NXTTM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Slop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Piwl Bar SS 5118"NOM. SEAL BUTYL 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7634FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS— 27 620154 HD Meeting Rall Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 76588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC q� 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS —INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 1 71646N iSetting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 35 78X1MTTT 48 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEAL@ XL EDGE7M1, 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 7s SPACER 7s SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Corner Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC B3 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)00= Constant Force Balance 84 47041 Screen Corner Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635161614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 4417 8X114FPAX #8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Mate ria l 76 Kommeding 4SG TPS Spacer System See this nl:onucrREVISED 77 Quanex Super Spacer nXr Wth Hot Melt Butyl n mn,plying�ithdw Flaelp Sheet for 0161019 Cade 78 Quanex Duraseal SpacerAccapcnneo Net 60714.03 Materials i3 pinrt en Date,�,y1 '3„�gD2D 79 Cardinal XL Edge Spacer ., """ Revised By: Dote: Revision: : JR 05/05/16 A)ADDEDSPACERS Fly_ REFERENCE TEST REPORTS:FTL•8717,8988 8 8970 t,7imni,4)nde Prndirct CorztmY Revised By: Dote: Revision: DescRption. Drawn By: i `( BILL OF MATERIAL(BOM) J ROSOWSKI ,.,. . 1070 TECHNOLOGY DRIVE Rtie: Date: NOTES: >;,•'',;;.:;:;� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 `. "'"', (941)-480-1600 Seriea/Model: Sccle: sheet: Drawing No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. LYNN MILLER,P.E. 2)ITEMS 119-13,15.24.28,29,34.39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P,E.#ILL 0R CERT. OF AM. #29296 SH-5500 NTS 12 OF 13 M D-S H5500-01 A 1 OPT.SWEEP LOCK p A6 qg OPT.AUTO LOCK 18 tl 47 20 57 OR58 48 � 85 45 1 i \ 55 ~ OPT.PULL RAIL j i i 22 82 OR e4 1B INTERLOCK& COVER 86 35 OPT. P BEVELED 1 i MITERED FRAME WITH 1 21 INTERLOCK INTERIOR AND EXTERIOR 16 I o &COVER ,}�.,_ FRAME WELDS I O 18f i 72 X4 54 i —@X4 16 I 80 OR 81 .,, .a .44 •., `211-, 14 G@ •'• /' "'tom y;; '••. .• i j ESZOBPN % SCREEN A.�pGH_—-----49 ^\ 60 - 64 OPT.PULL ASSEMBLY V DETAILS 41 40 CONSTANT FORCE Ai 65 82 OR 83 _ - OR BALANCE 16 O 40 OR 4342 43 SPIRAL BALANCE OPT.PULL HANDLE s 63 67 1 16 MITERED FRAME WITH >' SASH INTERIOR AND EXTERIOR �, 37 ASSEMBLY FRAME WELDS \S 66 98 DETAILS EXTERIOR, 53 38 y ------------------------ 5 (11, –A�ACHEs TO 5 ....... l (�s+camplC n luvilh ctiLlFtMIJn•1 • - �A�a�ptonc.^+Ad7a O 14 -03 FRAME - ------ vision r` o ,+ ! , Revised By. Dafe: fl`� �: . 1 p.'f✓G1� ASSEMBLY n•Anm• )nA�:Ihndi�eFCrcyn DETAILS Reused By: Date: Revleion: " e-- :.: ® Descripffon: Drawn By: EXTERIOR lylf6 EXPLODED ASSEMBLY J ROSOWSKI NOTES: r•i�. 1070 TECHNOLOGY DRIVE Rtle: Dofa: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �.•;�;,•' ..C;'. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&S.OTHER FRAME TYPES APPLY. (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. " + Series/Model: Scaio: Sheet: Drawing No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.IYREf)5 705 P.E. CERT. OF AM. x/29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A RE f) 56765