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Home My WebLink AboutProduct Approval I _ y }3 z' �S,yF,i'°e„e�y' rq....o v:rc• � 3l F< I............N._..M......�.�.........�..........«..........,..�.,...._� ......�..... ,., .,e..:.:�.......,�..... ...a........�....�.., £�;...�.,..`.ij2..�SW-.o-�.,: .�.YYi,,,._� �a,n'i.,3,'� da i.{w-c- BCIS Home ': Log In i User Registration Hot Topics Submit Surcharge Stats&Facts r Publications FBC Staff BCIS Site Map '. Links Search Product Approval oiii-- USER:Public User '— Product Approval Menu>Product or Aoplication Search>Application List>Application DetailCOP [ 9 FL# FL239-R24 LE :t Application Type Revision ' Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratifield by the POC and/or the Commission if necessary. I Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 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 I 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: Yes FL239 R24 C CAC 16-0505.02.pdf 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 FL239 R24 II 16-0505.02.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 i Created by Independent Third Party: 239.2 SH- 500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.12b.pd f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.12b.odf (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: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.05.1)df j 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 FL239 R24 II 16-0714.05.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: 239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window j Limits of Use Certification Agency Certificate Approved-for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions j Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.06.odf (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 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.01.1)df 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 FL239 R24 II 16-0714.01.0df (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 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.02.pdf 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 FL239 R24 II 16-0714.02.1)df (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 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window I T I M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-25I99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy PGT Industries,Inc. i MMA 1070 Technology Drive ��mIOLE North Venice,FL 34275 SCOPE: COry 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 AID(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-200"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8,dated 05/11/11,with revision C dated 04/22/16,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:None 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. i 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 or product process.Misuse of thus NOA as an endorsement P of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA,is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0528.22 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MiaMi•�ao1=couNnr NOA No. 16-0505.02 W.* L} ,,,,e 3 Expiration Date: September 01,2021 Approval Date: June 16,2016 �1�� Page 1 PGT Industries,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614.01) 2. Drawing No. MD-SH2O0-01,titled"Single Hung Window Installation"sheets 1 through 8 of 8, dated 05111/11,with revision C dated 04/22/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. i B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94i 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series SH-200 aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D1. Brinson,P.E. (Submitted under NOA No. 11-0614.Q1) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/22/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.72) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. ' Miami-Dade-Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 2, 2016,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. j G. OTHERS 1. Notice of Acceptance No. 15-0528.22,issued to PGT Industries, Inc.for their Series) "SH-200"Aluminum Single Hung Window-N.I., approved on 08/06/15 and expiring on 09101116. i Manuel rez,P.E. Product Contr Exa mer NOA No. 6- 5.02 Expiration Date: September 01,2021 Approval Date: June 16,2016 E-1 i i GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53-1/8""TIP-TO-TIP WIDTH 52-1/8"BUCK WIDTH 2 52-1/8"BUCK WIDTH SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. NO ANCHORS 49-1/8^ " 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY VISIBLEBLE L LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 CONCRETE FLANGE REQUIRED IN VISIBLE LIGHT 8'MAX. MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5 8 6.SHEET 4 8 5. FRAME HEAD B 3"MAX' 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A j _t VV THICK.ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED g MAX.FROM 35 112' 4 DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS ^ -_. _._I_._._._' - - --- (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF I VISIBLE L._ _ _ 35-1/2" _ AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING 21" LIGHT 78^ / I VISIBLE 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAILHT MAX.O.C. TIP-TO 6"MAX.O.C.TIP SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL I �L_J_ HEIGHT I--I--- _J FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING -- --------- _ _ STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK I ' OF THESE INSTRUCTIONS. HEIGHT I I 7r 8"MAX.FROM I L_ _� / L._. J_.J BUCK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF i / HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 23" �I I+ MAX.O.C. 1 7)DESIGN PRESSURES: 1 J� ) A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM _ E1300. I _ B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9 L._._B NO ANCHORS REQUIRED D ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL 3"MAX. —r �— 6"MAX.O.C. THE WINDLOADS CORRESPONDING HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO REQUIIRED DESIGNP PRESSURE.THE 3331113%STRESS INCREASEEH S RESIST BEEN EN USED IN THE DESIGN OF THE TYR FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TESTED UNIT) (TESTED UNIT) ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS - OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS: 4001 SERIES(FIN FRAME). DESIGN PRESSURE RATING IMPACT RATING • GENERAL NOTES........................1 VARIES, NOT RATED FOR ELEVATIONS................................1 SEE SHEETS 2&3 IMPACT RESISTANCE DESIGN PRESSURES............2&3 INSTALLATION,FLANGE.............4 STANDARDS USED: INSTALLATION,INTEGRAL FIN...5 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE e2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ANCHOR QUANTITIES.................6 SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. -ASTM E1300-09 GLAZING DETAILS.......................7 •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................7 -ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8 WIDTH yj I+-- WIDTH —►{ •AISI-5100-071S2-2010 PARTS LIST...................................6 PRODUCT REVISED I 0ueldil gYCuJe ith Ilse Ftmidn �l l I71; I Aarptence Nn�F"6505.02 (l,;i IdiJ �,'`, Revlsed By: Date; Revision: 'PiTal' Data 2) . „_._....,_. JR ADDED IG SPACERS, HEIGHT -- HEIGHT -:�•;=p;;;c"•.`�P 04/22/16 �ORRECTEO SASH HEIGHTS BY -'� Revlsed By: Date: Mimn'Dud.Product Con Revision: -.•(/V � - ® Description: - Drawn 6Y: lij5 2 1 GENERAL NOTES&ELEVATION J ROSOWSKI y,.. ]ATE OF _ Date: EOUALLIIE PROVIEW/ORIEL ARCHTOP PROVISV/ORIEL RADIUSTOP EQUAL LITE p1.OF.��;..• - 1070 TECHNOLOGY DRIVE Titie: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS,' FL 34274 •' •\ Series/Model: Scale: Sheet: Drcwfng No. Rev. A.LYNN MILLER.P.E. CERT. OF AUTH. #29296• SH-200 NTS 1 OF 8 M D-SH2O0-01 C - P.E.#.58705 TABLE 1: TABLE 2: z Monolithic Glass Types Maximum Design Pressure(Ibslft)for Glass Type A, Fin 8 Flange Frame PRODUCT REVISED Window Sash Height2 A 1/8"Annealed as camptyinr{.•ilA the Ttmide 1 (see Figure A,this sheet) Maximum Window Width' Building Code Height 8 1/8"Tempered Aceeplenm No 1Co-05G5,02 19-1/8" 26-1/2" 3W 37" 41" 45" 49" 53-1/8" Cxp'rat mDara ZI C 3/16"Annealed r 23" 11-9/16"(Equal Lite) +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -9D.0 +55.0 I -90.0 +55.0 -90.0 +55.01 -90.0 +55.01 -90.0 By L D 3/16"Tempered M.ivnl mfe Pr,,d-i C under 18-9116" +55.0, -90.0 +55.0 -90.0 +55.01 -75.2 +55.0 -65.5 +55.01 57.3 +50.2, -50.2 +44.8, 44.8 +39.9 39.9 E 1/4"Annealed 37" 18-9/16"(Equal Lite) +55.0' -90.0 +55.0 -90.0 +55.0 34.2 +55.0' -74.5 +55.0 -66.5 +55.0' -61.0 +55.0 57.7 +55.0 55.0 F 114"Tempered over 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 1 -75.2 +55.0 -65.5 +55.01 57.3 +50.2 -50.2 +44.8 1 44.8 +39.9 139.9 under 15 7/8" +55.0 -90.0 +55.01 F. +55.0 -73.4 +55.0 -63.8 +55.0 -56.8 +50.0 -50.0 +44.81 -44.8 +40.0 -40.0 Y s C) -- 15.7/8"thru 193116"3 t55.0 -90.0 +55.0; -90.0 +55.0 1 -78.7 +55.0, 58.0 +55.0 58.5 +51.1 51.1 +45.9, 45.9 +41.3 41.3 TABLE 3: ?� 38-318" 19-114"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -82.7 +55.0 -72.6 +55.01 -63.5 +55.01 57.9 +54.2 -54.2 +51.5 5 o1.5 Insulated Glass Types O o over 19-1/4" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 -63.8 +55.0' 56.8 +50.0' .50.0 +44.8 44.8 +40.0' 40.0 G 1/8"Annealed,1/4"Airspace,1/8"Annealed O Se Z N under 19 9/16" +55.0 81.5 +55.0 -72.3 +55.0 61.3 +55.0 55.3 +50.5 -50.5 +45.8 45.8 +42.01 -42.0 +38.7 38.7 H 3116"Annealed,3116"Airspace,1/6"Annealed @ 6 O z= 19-9/16"thru 22-1/2"3 +55.0 .90.0 +55.01 -87.9 +55.0 -74.0 +55.0 -64.3 +55.0 56.9 +50.1 50.1 +44.81 -44.8 +40.0 .40.0 ° � 6 � 45" � ' � ' { � � I 1/8"Tempered,1/4"Airspace,1/8"Tempered 22-9116"(Equal Lite) +55.0 .90.0 +55.01 -90.0 +55.0 -78.8 +55.0 -68.1 +55.0, -58.5 +51.1 51.1 +46.0 -46.0 +41.4 41.4 3l16"Tempered,3/16"Airspace,1/8"Tempered <w J o M over22-9116" +55.0 -81.5 +55.0 -72.3 +55.0 -61.3 +55.0' S5.3 +50.5 -50.5 +45.8' 45.8 +42.0 42.0 +38.7 38.7 az 00 under 20-1/8" +55.0 -71.6 +55.0 i -62.8 +55.0 -55.4 +50.3 -50.3 +45.9 45.9 +41.71 41.7 +38.9 -38.9 +36.21 36.2 w Z Lr. 20-118"thru 241/2"3 +55.0 90.0 +55.0I 82.5 +55.0 -69.5 +55.0 61.6 +55.01 -55.4 +49.3 �9.3 +44.6 -4.6 +40.0 40.0 - 49" FIGURE A:SASH .,O= `04 24-9116"(Equal Lite) +55.0, -90.0 +55.0 -90.0 +55.0 -76.4 +55.0 -66.5 +55.0, -57.8 +50.4 50.4 +45.0 -45.0 +40.1 1 -40.1 CROSS SECTION `_0 e Q over 24-9116" +55.0 -71.6 +55.0 -62.8 +55.0 -55.4 +50.3 -50.3 +45.9 45.9 +41.7 -41.7 +38.9 -38.9 +36.2 -36.2 (WITH MONOLITHIC z W p under20-13/16" +55.0 -67.8 +55.0 59.9 +53.3 -53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6' -37.6 +34.8 -34.8 GLASS) Z 20.13/16"thru 255/16"3 I j � U Z . - . . 80.3 1 50518" +55.0 . V LU Z253/8"(Equal Lte) +55.01 -90.0 +55.0 -90.0 +55.01 .75.4 -65.7 +55.0 -57.4 +50.3150.3 +44.91 -44.9 +39.9! 39.9 j over 25-3/8" +55.0 -67.8 +55.0 59.9 +53.3 -53.3 +48.5 48.5 +q4.1 44.1 +40.2 40.2 +37.6, -37.6 +34.8, -34.8 under24-15/16" +55.0 -56.0 +43.8 43.8 +41.9 41.9 +39.1 -39.1 +36.0 36.0 +32.6 -32.6 +30.0 -30.0 +27.6 -27.6T 0 o Z _CV LLI 34-15116"thru 30-1/2"3 +55.0 i -75.0 +55.01 -66.0 +55.0' -57.4 +51.91 -51.9 +47.4 47.4 +43.21 -43.2 +39.9I -39.9 +37.31 -37.3 j ZE U) 61" I SASH (Equal +55.01c a 30-9116" E -87.9 +55.0 -75.8 +55.0 -66.6 +55.0 -59.7 +53.5 -53.5 +48.71 48.7 +43.9 43.9 +39.9 1 39.9 VISIBLE LIGHT ( q Lite)) HEIGHT II HEIGHT T •� k W Z x over 30-9116' +55. --67.8 +55.0 59.9 +53.3 53.3 +48.5 1 -48.5 +44.1 -44.1 +40.21 40.2 +37.6 -37.6 +34.8 1 -34.8 = o under 253/4" +54.7 54.7 +41.2 -41.2 +40.3 -40.3 +37.8 -37.8 +34.6 -34.6 +31.3 -31.3 +28.9 -28.9P+34.8 -K8 5 SASH HEIGHT-3-9116' 25-314"thru 31-112"3 +55.0 -72.0 +65.0 -63.2 +55.0' 55.7 +50.5 -50.5 +46.1 -46.1 +41.9 41.9 +39.0 -39.0 .3 I ON WN 63" 31-9116"(Equal Lite) +55.01 •83.9 +55.0 -71.7 +55.0 -64.8 +55.0 -58.2 +52.4 -52.4 +47.9 47.9 +43.3 -43.37 I over 31-9/16" +55.01 -67.8 +55.01 59.9 +53.3 53.3 +48.5 48.5 +44.1 1 -44.1 +40.2 40.2 +37.6 -37.68oz r,runder 293/4" +53.3 53.3 +39.7, 39.7 +39.1 -39.1. +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +28.0 -28.0 .8 1 73" 293/4'thru 36-1/2" +55.0 .0 +52.0 52.0 +48.2 i 48.2 +44.0 44.0 +40.1 40.1 +37.0 37.0 +34.1 -34.1 .4 0 5 a o 0 36-9116"(Equal Lite) +55.01 -68.3 +55.0( 56.3 +62.1 1 -52.1 +51.5 I -51.5 +47.01 47.0 +42.7 1 42.7 +39.61 -39.5 +37.01 -37.0 o z Z U over 36-9116" +55.01 -67.8 +55.0 56.3 +52.1 1 52.1 +48.5 48.5 +44.1 44.1 +40.2 1 40.2 +37.61 37.6 +34.8 -34.8 under 31-3/4" +53.3 -53.3 +39.7, -39.7 +39.1 -39.1 +36.7 -36.7 +33.4 33.4 +30.3 -30.3 +28.0 -28.0 +25.8 -25.8 ;i 78" 31-314"thru 39"3 +55.0 -58.3 +48.0 48.0 +45.2 45.2 +41.2 41.2 +37.9 37.9 +34.8 -34.8 1+31.7 -31.7 +29.5 -29.5 39-1116"(Equal Lite) +55.0 -62.5 +50.8' -50.8 +46.3 46.3 1+45.2 45.2 1+44.2 44.2 +40.3 1 40.3 1+37.7 -37.7 1+34.9 -34.9 NOTES _ 'Tip-to-tip dimensions for flange windows shown.For 8n windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8" f 2 Overall sash height.For clear daylight height,subtract 3-9116". ANNEALED GLASS(TYPE A). LC / v- 3 SIZe range Includes the standard PID-VICW(3-over-2 configuration)(Or the given Window Height. 2)FOR S2E5 NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH For overall sash width,subtract 2-15/16'from the buck dimension. OR HEIGHT DIMENSION SHOWN ONTHE TABLE. A.LYNN MILLER,P.E. ---WINDOW HEIGHT--SASH HEIGHT-CAN.NOT_EXCEED.53'-- _-__ _ _.___._____-_-.._____�___ ___._____. _ P.E.#58705 TABLE 4: TABLE 2: 2 Monolithic Glass Types mc3liucr l:BvdS£1) Maximum hlz Design Pressure(lbs/ft)for Glass Type B-J, Fin&Flange Frame ,:-uplying with uro Fluridn Sash Heigh A 1/8"Annealed Biulding Codc Height' (see Figure A.this sheet) Maximum Window Width B 1/8"Temperedpmncc No 16 oy 19-118" 26-1/2" 33" 37" 41" 45" 49" 53-118" C 3/16"Annealed 23" 11-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0190.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0, -90.0 +55.0 90.0 D 3116"Tempered `•t:=ml :Jc rr duct c nvGf under 189/16" +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed 37" 18-9/16"(Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -81.1 +55.0 -73.4 F 1/4"Tempered over 189/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90,0 +55.0 84.3 +55.0 -78.0 +55.0 -72.9 under157/8' +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.01 58.5 +55.0 51.8 +55.0 -75.0 +55.0 -68.5 Y zU 15-718"thru 193116"3 +55.0 90.0 +55.01 90.0 +55-0 90.0 +55.0 90.0 +55.0 f-90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 TABLE 3: ` 38-318" 19-1/4"(Equal Lile) +55.0 90-0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55-0 90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types O LOO (n o over 19-1l4" +55.0 90.0 +55.0 -90.0 +55.0 •90.0 +55,0 90.0 +55.0 .88.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68.5 G 118"Annealed,1/4"Airspace,1/8"Annealed O 8 Z N under 199116" +55.0 90.0 +55.0 90.0 +55.0. 90.0 +55.0 -W.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 59.7 H 3/16"Annealed,3/16"Airspace,1/8"Annealed 2 O $ +550 900 +550 90. .0 +550 90. .0 +550 90. . . . . . .0 +550 891 +550 785 +550 700 +550 630 1 1/8"Tempered,1/4 Airs "ace,1/8 Tempered ~ ' 199/18 . . .thru 22-1/2"3 . . - . Pe " P P ❑ 45" 229116"(Equal Lite) +55.0 90.0 +55.0 �90.0 +55.01 90.0 +55.0 90.0 +55.0 -89.3 +55.0 -78.5 +55.0 -70.0 +55.0, -63.0 1 3116"Tempered,3/16"Airspace,1/8"Tempered ¢w over229/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.01 -66.3 +55.0 59.7 0 00 under20-1/8" +55.0 90.0 +55.0 90.0 +55.0 .86.0 +55.0 -81.8 +55.0 75.7 +55.0 -69.2 +55.0 -62.8 +55.0 57.7 �� Z WO 20-1/e"thru 24-1/2"3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 84.8 +55.0 -74.2 +55.0 $5.9 +55.0 59.1 0 w g r 49" FIGURE A:SASH ecdi= c 249/16"(Equal Lite) +55.0 90.0 +55.0; 90.0 +55-0 90.0 +55.0 90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 59.1 CROSS SECTION CO O u, over 249/16" +55.0 90.0 +55.0 90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.8 +55.0 57.7 (WITH I.G.GLASS) a W Of Z ••H under 20-13116" +55.0 90.0 +55.0 90,0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 57-3 +55.0 -61.9 +55.0 55.8 Z) Z 20-13116"thru 255/16"3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -83.2 +55.0 -72-7 +55.0 -64.5 +55.0 57.8 O, 505/8" 253/8"(Equal Lite) +55.01 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -83.2 1+55.0 -72.7 +55.0 -64.5 +55.0 57.8 i it N w Z over25318" +55.0 90.0 +55.0 90.0 +55.0 .83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61.9 +55.0 56.8 ii Ii p IL = o under 24-15/16" +55.0 -87.9 +55.0 -75.6 +55.0 .65.7 +55.0 .62.3 +55.0, -60.0 +55.0 56.5 +53.2 53.2 +49.6 49.6 ll i Z W v CV 34-15/16"thru 30-1/2"3 +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0' -65.5 +55.0 57.5 +51.1 51.1 i II SASH $ � B 1 O kfn Bill3D9/16"(Equal Llle) +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 65.5 +55.0 57.5 +51.1 51.1 VISIBLE LIGHT 11 Ii HEIGHT "s w W a Z •g HEIGHT III �I z rc A 1=(n mer 309116" +55.0 .87.9 +55.0 -75.8 +55.0 -74.1 +55.0! -74.1 +55.0 -74.0 +55.0 -65.5 +55.0 57.5 +51.1 51.1 = li under 253/4" +55.0 -83.9 +55.0 -71.7 +55.0 52.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 5 SASH HEIGHT 1.3 +48.3 -08.3 63" 253/4"thru 31-1/2"3 +55.0 83.9 +55.0 -71.7 +55.0 59.4 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 56.5 +50.2 50.2 Iji ilj ® ON N N m 319116"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.0 59.4 +55.0 -64.5 +55.0 56.5 +50.2 50.2 li ii 90 x� m over 319116" +55.0 -83.9 +55.0 -71.7 +55.01 -69.4 +55.0 -69.4 +55.0 -69.4 +55.0 •64.5 +55.0 56.5 +50.2 50.2 II Ii Z v m,- under 29314" +55.0, 58.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +50.0 50.0 +46.4 -46.4it 4 0 0 293/4"thru 36-1/2"3 +55.0 -68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 0=n 73 36-9116"(Equal Lite) +55.0 58.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51-5 51.5 +51.5 51.5 +46.4 -46.4 cwi over369/16" +55.0 58.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51,5 51.5 +51.5 51.5 +46.4 -46.4 under31314" +55.0 52.5 +50.8 50.8 +46.3 -06.3 +45.2 -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 45.0 `""!,ilc ;• 78" 313/4"thru 39'3 +55.0 -62.5 +50.8 50.8 +46.3 -46.3 +45.2 -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 -05.0 +45.0 45.0 391/16"(Equal Lite) +55,0 52.5 +50.8 50.8 +46.3 46.3 +45.2 -45.2 +q5.0 -45.0 +45.0 •45.0 +45.0' 45.0 +45.0 45.0 NOTES 'Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS TYPES B-J.NOT APPLICABLE WITH 1/B-ANNEALED GLASS(TYPE A). 2 G.erall sash height.For clear daylight height,subtract 3-9/16". �-c? •. 3 Size range Includes the standard Pro-View(3over--2 Configuration)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR For overall sash width,subtract 2-15/18 fiDm the bUCk dlmen5100. HEIGHT DIMENSION SHOWN ON THE TABLE. A.LYNN MILLER,P.E. __WINDOW..HEIGHT_SASH HEIGHT CAN NOT EXCEED 53'. P.E.4 58705 INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETE/CMU PERANCHOR PERANCHOR TYP.ANCHOR OPTIONAL AODON 13 EMBEDMENT - �I REQUIREMENT REQUIREMENT INSTALLATION FLANGE @ HEAD, O ° TYPE' SILL g JAMBS 3 EMBEDMENT AND OPTION 1 1/4'MAX 41 27 3 EDGE DISTANCE CURVED HEADER EDGE SHIM 12 61/ \ /1 p�--� \ id SEE TABLE 5PER 5,,TE, INSTALLATION INTO WOOD \-'J - 2X,SEE NOTE 2,THIS SHEET.� �-- DISTANCE • - THIS SHEET. EMBEDMENT C ______ -__ _ - \ •/• JL TYP.ANCHOR EMBEDMENT MAX TYPE. 38 �. --- -�1/4"N1AX 1/4 - .EMBEDMET .° - EDGE- `\ SHIM J AND EDGE .• --------- DISTANCE \ TYP.ANCHOR TYPE, SHIM DISTANCE PER _u 24 " EMBEDMENT AND Ij SUBSTRATE, =_=__ — SEE TABLE 5, _ EDGE DISTANCE 1 1 32-35 1.465" II 11 THIS SHEET. I PER SUBSTRATE, 43 64 ____ I INSTALLATION EXTERIOR INSTALLATION SEE TABLE 5,THIS INSTALLATION 36 SHEET. OPTION 1 OPTION 3 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS VISIBLE 11 STRAIGHT HEADER OPTION 2 THROUGH 1X BUCKSTRIP LIGHT jl INSTALLATION ONTO INSTALLATION BUCK WIDTH HEIGHT INTO MASONRY. jl 61 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH it o REQUIRED AT HEADER. INTO MASONRY. 1 HORIZONTAL SECTION A-A I 29 EGRESS FORMULAS 1 1M"MAX.SHIM TABLE 5: #12 STEEL � � (EQUAL-CITE) SELF-DRILLING Anchor Min.Edge Min. Anchor Substrate 41 Group Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4' SMS E 'SEE HEIGHT:TIP-TO-TIP WIDTH/2-6-5/16" 2 751' 9 TABLE 5,THIS A 1/4'410 SS CreteFlex Ungrcuted CMU,(ASTM G90) 1�/4" 1-1/4" �/ �/ SHEET P.T.Soulhem Pine(SG=.55) 9/16" 1-318" BUCK _—_— VISIBLE LIGHT FORMULAS EXTERIOR USE EITHER #12 Steel EMS Aluminum,6063-T5 min. 3/8" 1/8"" HEIGHT LATCH(#29)OR INSTALLATION Screw G5 Steel Stud,Gr.33 min. 3/9' 0.034G 20 Ga)' (EQUAL-CITE) BOTTOM LOCK OPTION 4 ( ) ( WIDTH(SASH):TIP-TO-TIP WIDTH-5-1116" 32-35 (#11).TESTED INSTALLATION B A36 Steel 3/9' 1/8- WIDTH(FIXED):TIP-TO-TIP WIDTH.4" 7 EIG TIP 11 UNIT LOCATION: ANCHORS P.T.Southern Pine(SG=.55) 1" 1-318" HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16")/2 37 1 �I Ij 6-518"FROM DIRECTLY INTO 1/4"410 SS CreteFlex Concrete(min.3.35 ksi) 1" 1" 64 VENT END. METAL. Ungrouled CMU,(ASTM G90) 13/4" 1-1/4" VISIBLE 11 II ll 7 3 P.T.Southern Pine(SG=.55)LIG HEIG T I� �I 36 DADE APPROVED MULLION, C 1/4"Steel Ultracon Concrete(min.2.9 ksi) II II ALUMINUM.STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" II II STEEL STUD.SEE SUBSTRATE 11 PROPERTIES,TABLE 5,THIS SHEET. "MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. NOTES 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2.254" 31 20 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 2X WOOD 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS PRODUCT REVISED BUCKSTRIP, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as complying with the flerw SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. - Building Cade THIS SHEET. IJ Acceptance N. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO Cxpi'elicm Dato J 1 ENING) •• •.. t Revised BY: Date: Revision; �I,41 Tf MEASURED FROM BEADNGREFERRED TO AS T OPBEEADING. �'f.,•�C.j'i1 t./`Illl r!(.�%;, JR 04/22/16 NO CHANGE ay ` 1!4'MAX SHIM - .'�.CU I,'>i;-'. �;.� ': .Miam' adc Pr duct on Revised By: Dale: Revision: NO ANCHORS - -- No.3c%ui - CONCRETEPER ( ~ Drawn By: REQUIRED IN - -ANCHOR _ " Description; FLANGE REQUIREMENT EMENT ''- ® FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME SILL • - ��);•, S*ATLY7rb /1�i, 1070 TECHNOLOGY DRIVE LBe: Date: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 VERTICAL SECTION B-B = ` '' NOKOOMIS,FL734274 ,�' lqj/]��. Series/Modeh Scale: Sheet: Drawing No. Rav: / A.LYNN AAILLER;P.E. CERT. OF AUTH. #29296 SH-ZOO NTS 4 OF 8 MD-SH2O0-01 C 'INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE DISTANCE EDGE TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 114"MAX SHIM DISTANCE -.{ EDGE DISTANCE PER SUBSTRATE,SEE r- 1/4'MAX SHIM TABLE 6,THIS SHEET TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 2X WOOD,SEE 2X D.SEE NOTE 2,THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE, I� NOTE 2.THIS INSTALLATION EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET OPTION 5 �— EMBEDMENT + THISSHEET HORIZONTAL SECTION C-C CURVED HEADER — J INSTALLATION DISTANCE DISTANCE SEE NOTE 2, 41 -1 �27 ANCHOR(SCREW) 04R E THIS SHEET 26 THROUGH THE FIN EDGE EDGE 12 61 10 ' EMBEDMENT ---DIST� - DISTANCE _ + ___ ___ EMBEDMENT / I _ f 1/4'MAX SHIM 1/4"MAX SHIM I I 6 TYP.ANCHOR TYPE, 1 38 EMBEDMENTAND IIJI 1.465" EDGE DISTANCE II q TYP.ANCHOR TYPE, ____-�-__� PER SUBSTRATE, II EMBEDMENT AND EDGE— -' __--� P4 INSTALLATION 1 j' 36 SEE TABLE 6,THIS DISTANCE PER SUBSTRATE, INSTALLATION =- _---__ 1} OPTION I, SHEET. ^II SEE TABLE 6,THIS SHEET. 64 L INSTALLATION ANCHOR 36 INSTALLATION OPTION 5 32-35 (NAIL)THROUGH THE FIN VISIBLE I EXTERIOR LIGHT 11 OPTION E INSTALLATION 43 HEIGHT II 61 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH II INSTALLATION ANCHOR - THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS �I 29 (SCREW)THROUGH THE FIN (EQUAL-LITE) WIDT41 MULLION SECTION _ - HEIGH:BUCKHEUCK THT/ HEIGHT:BUCK HEIGHT/2-5.13I16" ADE APPROVED MULLION, AY EXTERIOR /-O OVER(CALL OR HORIZONTALMAX. INSTALLATION 1/4"SHIM.SEE SUBSTRATE VISIBLE LIGHT FORMULAS 2.751' a USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE) BUCK LATCH(#29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH-4-1/16' HEIGHT BOTTOM LOCK ANCHOR(SCREW) 1/4"MAX.SHIM �/ WIDTH:FIXED):BUCK WIDTH-3" 32-35 (#11).TESTED THROUGH THE FIN EXTERIOR 6 HEIGHT:(BUCK HEIGHT-6-tl16")!2 37 I I UNIT LOCATION: III I 6-5/8"FROM WITH FIN II I 64 VENT END. #10 STEEL REMOVED II I SELF-DRILLING ---- TABLE 6: VISIBLE II SMS(GS) LIGHT �I 7 Min.Edge Min. HEIGHT II 36 Anchor Substrate Distance Embedment 17221' Ij 2-1/2"x.113"Box Nail P.T.Southem Pine(SG=.55) 1/2" 2-7/16" 11 EXTERIOR 2-1l2"x.131"Common Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16" 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16' 43 P.T.Southern Pine(SG=.55) 3/4" 1-3/8" ALUMINUM/STEEL FRAMING OR STEEL Aluminum,6063-T5 min. 318" 1/8" 2 254" 31 20 STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G5) Steel Stud,Gr.33 min. 318" 0.036 �^1 TABLE 6,THIS SHEET. PRODUCT REVISED 5 NOTES A36 Steel 318 1/8" as crmplyina with the Florida MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 0mlumg Cod¢ IG-050$•OZ 114'MAX SHIM 1)USE ONLY SUBSTRATE .I c 11 ;r rNpi,.ence N.A APPROPRIATE ANCHORS LISTED 1?spirstion Uvts 4D2I ON TABLE 60F THIS SHEET. '�' l.+P•1r•1 j.� Revised By: Date: Revision: .'" •...•.. JR 04/22/16 NO CHANGE TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE � ,:CEl.,iJ.`, •. . . � EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY - M1�inmj Uode Product CnnwY 1 DISTANCE PER SUBSTRATE, �� DISTANCE INSTALLATION OPTION SHOWN Revised Ry: Date: Revision: l//. VV SEE TABLE 6,THIS SHEET. MAY BE EDGE WINDOW.SED ON ANY SIDE OF THE ® Description: Drown By: INSTALLATION DISTANCE 2)2X WOOD FRAMING OR BUCK, S FIN FRAME INSTALLATION DETAILS J ROSOWSKI 1-1/2"THICK OR GREATER. �. �i':^ OPTION 6 EMBEDMENT ; 1070 TECHNOLOGY DRIVE Rtle: Dale; "'"'L..• "~ SINGLE HUNG WINDOW INSTALLATION 05/11/11 INSTALLATION ANCHOR 2X WOOD,SEE NOTE 2,THIS SHEET 3.VISIBLE LIGHT WIDTH OR HEIGHT N.VENICE, FL 34275 (NAIL)THROUGH THE FIN ) ��'��`��'; -;'' P.O. BOX 1529 r,.. , (ALSO REFERRED U AS DAYLIGHT .- _; ,i- NOKOMIS, FL 34274 OPENING)IS MEASURED FROM •�''� t�• Series/Model: Sccle: Sheet Drawing No. Rer. VERTICAL SECTION D-D BEADING TO BEADING. A.LYNdUIILLER,P.E. CERT. OF AUTH. #29296 SH-200 NTS 5 OF 8 MD-SH2O0-01 C P.E#58705 I i A A T m N o c p m 5 4 - $3 m T mp � xm O t@ T p 'E 7� {n T W m N H io m a N N p e Z y o a O m o S 3 4• u P 4 a 4 '° 'P -wi m ;y a m m 0 3 $W a 3 c m. se r Z. m 2K R `A, $ m = o N >?3 n"1 4 in 2 u m 2 m 2 u m 2 P 'm 2 ^' "m 2 p o$ 2_ m 9, m >m m Z O Z O p 2 c 0 3' 2 m q, L m o u l•' N m = 4 m m L. u = 9D � 1=il 2 2 O N 2 c a n _ _ - C C - - c - l" c � - - a -,O < _T W n m H Z c 0 5.N 2 N••0 6 y C. O o m z - " 3-% ?. N N W N N N N N N N Above MR . A �i�v m DD D Z D m 2 a ^ O - _ — _ N N N N N N N N N N N eelan MR D Z a m� z _ 0 r Z O �' S m N N N N N N N Above MR ' D v v '< S u N e p m= D.{ 0 X 3 W ? N N N W N N N N N Eld—MR m Di m m - 0 m zv N m y c T N Abwa MR 3 Z o o c o O py z N n c N N N Below MR D Z a c c N N N ND 0 m 3 y, b A N N N N w N N N Above MR a 0 5 N N ANN N N 9 m O Ol O N= — W N = N W N N W N N = N N N W N N N Below MR D W 5 m Di - .. W N N Above MR 'oO q, Z O �' N N N Baba MR m a W O_ Z _ N N N N N N N N N N N N N Abwe MR Q 9 C 9 � N N N N N N Be",MR [) N u u N Above MR a N N N W N N W N BeI—MR D O - _- _ _ - _ -- _ = w w N w a N w N Abwe MR a W � N W W N W w N w N w W N N e S L N N N N N N N w W N N w W N w A W N W W N N w N N N N N Below MR m W i r — — — —— Above MR a° g N N N Bel—MR n W= w W W W W w A N W a a N w a a N w a a N u A a N w W a N w w w N N w N Abwa MR W m a ! W w a w w w N a N Be—MR D m N w N N W w N W W N N W Above MR a C N N N W N A W N N w M—MR N W W N N N N u N Above MR 3 3 N N N N N N w N N N N Bebw MR n �� \ W A a N w N Above MR O w a a a f ro N A W u N a w N a N Below MR > : A W A A N W W A N W A N w W a N N N Above MR W W aw w w _ Bebw MR m j \ ✓ u N u N N N N Above MR 0 r W N N N N Below MR W u a W u a a W u a u W u a u N W a A N W a a N u u a N w W A N w a N Above MR a W N W N a w w W N u N N Belau MR D - _ a u N- a — ' Above MR O mm IS Zo xDZ TT 9 a (1 c CI O R0(7 O s O w N N W W A W N N w N N Belau MR �yn m�2-i mc�Z.l7 - - — - — - W w DpAZD�DNmrD'• N Above MR C) �7 O W r Z W O r N N N W N N N N BBIav MR m x \ N u a W w w a N u N N VAbR o A w W N a u N A u N N a W N N W W N wA .u a N W v — - - 3 N Belau MR D N Above MR ' I W � u N N N Bebw MR m m N Above MR a N Bebw MR o D to D x n O m m r � Z n0 a= ? �c � y ,5 m - - - 2 040 O O N ma W ! Revised By: late: Revision: Drawn By: D=?.i-a CORRECTED SASH 2 JR 04/22/16 HEIGHTRANGES J ROSOWSKI as Reused By. Date: Revision: Drawn Dote: in Z,_ ; _ _ _ _ 0 Oe pti— x ANCHOR SPACING 0 1070 TECHNOLOGY DRIVE TRe: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION P.O. BOX 1529 NOKOMIS, FL 34274 5eries�godel: Smle: Sheet Dmo;nq Na. Rev. " "" CERT. OF AUiH. J29296 SH-200 NTS 1 6 OF 81 MD-SH2O0-01 C 6 ANGLED/CURVED ANGLED/CURVED PRODUCT REVISED FRAME FRAME ,s complying with tlw FI-6d- ASSEMBLY 90°CORNER ASSEMBLY Guilding Code .ittep,anceNn!fa-D .O'L L,:pimtia,Dala 3 90°CORNER FRAME FRAME ASSEMBLY ASSEMBLY21 v - 3 � 3 ,"WEEP O In O 1"WEEP 6 ' fi (n .. O O NOTCH @ NOTCH EACH END V / EACH END e 50 51 m $ CD Z N 2 5 0 o ~ Q Lu Q •,cp h y J A G MITERED FRAME 50 51 u�l In Q t 50 51 WITH FRAME MITERED FRAME ¢ !n I--' to WELDS AT WITH FRAME FLANGE FRAME N Q cl) LL SCREW BOSSES WELDS AT SHOWN,FIN Z Q SCREW BOSSES FRAME SIMILAR o — m ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL o o = 06 6i~ a } O 1/2"NOM. 12'NOM. J CD GLASS STACK GLASS STACK In Z_ •• — 1/4'AIRSPACE 3I16'AIRSPACE O W § m Z 1/8"ANNEALED OR 3/16'ANNEALED OR 1/4"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR w TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 118"ANNEALED OR TEMPERED GLASS 1!8"ANNEALED OR N TEMPERED GLASS TEMPERED GLASS N Q Z 60 jl 61 �I 62 63 j II 64 ^.V = O 40 41 II 42 II 43 �I II 43 II I $ O $ = N I i ♦ •.LL1 LU v 3!8'NOM. jl" 3/8'NOM, jljl 3!8'NOM. IIII 3/8"NOM. II II W8"NOM. II 'II m` `°Z J = GLASS BITE jl GLASS BITE IIII GLASS BITE IIII GLASS BITE II II 36 GLASS BITE II II 3b u -u O a Z C 38 fr 38 38 cc o U r= $ 32-35 32-35 1 /--\ 7 7 i 7O l Imo ' �/ N m aNv N 954! 0 X� 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL XW o.- Z7 V a GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J oa Y o o O ALUMINUM ^Z z U SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE SILICONE `P 5/16"NOM. �•� Ll'Nid STRUCTURAL 3/16"NOM. 5/16"NOM.-l_ SEAL �,�•C»-•••'•-•!�'� 1/4"NOMTYLEN . FOAM SILICONE SEAL _ BUTYLB 'F-., ••'�� '. WITHPOLYI OB CCANT WITH ROLL-FORMED C�.,• �'� F WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL FOAM mn.51;70 EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS ' .579 • -,ra.'- e of INT.GLASS INT.GLASS INT.GLASS \'l—INT.GLASS --�.;` '•.FIORID a.', 3z RODISPACE 4SG TPS O SUPER SPACERONXTTM 34 DURASEA&SPACER OXL EDGET"SPACER A.'&IJN}.11LCER.P.E. P.E.#58705 Item PGT PGT Part# Description # Dwg.# 1 ----f 2.000" 1 2703E 62703EW Flange Frame Head TT 2 27518 827516W Flange Frame Sill �— z.000" — 050" J 882"r 3 2781 62781 W Flange Frame Jamb 238" 1.125" .062' ,500' .062" 4 2713 62713BW Integral Fin Frame Head 2.600^ 2.000" 1 .050• 5 2714E 62714EW Integral Fin Frame Sill .050• 1 6 2782 62782W Integral Fin Frame Jamb ass Soo^�— — .osz" _7 -_2706 62706DW _ Sash Bottom Rail L osz^ ass^ 8 2707 62707CW Sash Top Rail .062 .050• os2 1 — 9 2739 62739W Fixed Meeting Rail 500 — .D5D^ j os2^ FLANGE FRAME HEAD .050" J .062" 10 2709 62709CW Sash Side Rail 2.056• 6063-T6 ALUMINUM 11 2740B 742740AW Sash Bottom Lock FLANGE FRAME SILL FLANGE FRAME JAMB '^a 1 INTEGRAL FIN FRAME HEAD 12 2785 62785W Sash Stop 01 6063-T6ALUMINUM 0 6063-T6 ALUMINUM \�6063-T5ALUMINUM 13 1 134 1 66615 Addon Flange 20 1226 61226DW Vinyl Bulb,Flex PVC 70 21 1662C 71662CW Head/Sill Gasket,Polyethelyne 976' 22 1270 7PAD118 Open Cell Foam Pad 2.056' 3225' �I 1.1117- 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC o50^ 1.125• .0501, 050" 24 4068 64066G Wstp.,187 X.230 Fin Seal 062 1.807" 1.898" �-� 25 2784 72784W Sash Side Rail Gasket,Polyethelyne z.000 .osz• 26 1076 7121UM Balance Take-out Clip s75 1.2P9• oso 27 Varies per Size Balance 1 1125 O50' p62' 13 ADDON FLANGE .050' 975" 062' 6063-T6 ALUMINUM 28 2711 42800W Sash Cam,Nylon 29 1096 71096W Sweep Latch,Zinc I 92 �{ .os2" 30 1016 7858WW #8 X.625 Ph.FI.SMS Latch Screws 2.056^ — •050" —►{ eoo^ I►- 31 1267 71267N Setting Block 1/8"x 1/2"x 1",EPDM O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL �,SASH TOP RAIL 32 See Kommerling 4SG TPS Spacer System 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM v 6063-T6 ALUMINUM rL34 Sheet Quanex Super Spacer nXT with Hot Melt Butyl —w III— .osz• 7 for Quanex Duraseal 5 Materials Cardinal XL Edge Spacer .062" 36 Sash Bottom Lock Spring .861. -- 1.582" 1.187" 37 Screen Cloth,Fiberglass •062• .050• L:JA 82638 Dow Coming 899 Silicone Glazing Sealant —A I 40 1625 61625E Glass Bead(1/8"Glass) --i .926• osz^ �' 1.157• 41 2719 62719E Glass Bead(3/16"Glass) 1.010• 42 1263 61263B Glass Bead(114"Glass) O FIXED MEETING RAIL 10 SASH SIDE RAIL 17 SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCT"REVISED 6063-T6 ALUMINUM 6063-T6ALUMINUM 6063-T6 ALUMINUM 6063-T5ALUMINUM a;Complying with the Florida 43 1253 6VT48B Glass Bead(I.G.) nn aI�r& Igo O e7 50 781 PQA #B X 1"QUAD Pn SMS rtapiratian Date 51 781 PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. . Revised ay: Date: R-W-: 13 JR 04/22/16 r1 DnaerronKtc 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc ADDED IG SPACERS 53 1186 761LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) R-Hsed ey: Date: Revialon: 54 78X1PFTFUA #8 X 1"Ph FI u/cut SMS 55 78X1 FPAX 1#8 X 1"Ph FI-Stainless Steel nT. Description: Dawn sy 60 118"Annealed or Tempered Glass S z � BOM&PART DETAILS J ROSOWSKI 61 3/16 Annealed or Tempered Glass Date: 1070 TECHNOLOGY DRNE ELI.: 62 1/4"Annealed or Tempered Glass c s':°�• .C;'; N.VENICE, FL 34275 SINGLE P.O. BOX 1529 HUNG WINDOW INSTALLATION 05/11/11 '-.,�...... f:C`.;. 83 1/8"-1/4"Air-1/8"An.or Temp.I.G. !`;•.!',i. NOKOMIS;FL 34274 SerieslUoder: Scale: Shoat: Dmwiny No. Rar 64 1/8"-3116"Air-3/16"An.or Temp.I.G. A:Cr4N'MiLIbR,P.e. CERT. OF AUTH.-#292s6____ SH-200 NTS 8 OF 8 MD-SH2O0-01 C —__ P.E.#58705__ i., - .-' BCIS Home Log In z User Registration Hot Topics�[ Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map , Links Search j @Product ApprovalUSER:Public User COPY Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail '�� ' wiPr FL# FL331-R11 "" 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 I Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com I Authorized Signature Jens Rosowski jrosowski@pgtindustries.com i Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive j Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email i I Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE _Jj Validation Checklist-Hardcopy Received I Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 Equivalence of Product Standards Certified By I I Product Approval Method Method 1 Option A I i I Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products FL# Model, Number or Name Description 331.1 CD-290 Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R11 C CAC FD-290 C ertification.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/21/2018 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R11 II FD-290.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL331 1111 AE FD-290 Evaluation.odf Created by Independent Third Party: No 331.2 FD-455 Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-455.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/2017 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL331 R11 II FD-455.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R11 AE FD-455 Evaluation.odf Created by Independent Third Party: No 331.3 FD-555 Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-555 II.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/21/2017 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL331 R11 II FD-555.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R11 AE FD-555 Evaluation.Ddf Created by Independent Third Party: No Back Next I I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO 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 click here. Product Approval Accepts: 4DS..F i-N-J LEE ` Credit Card Safe EO!""�'�"Ifs l GENERAL NOTES! ANCHOR LOCATIONS&SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO L 37-3/8"OVERALL MAX. Ir� 73-3/8"OVERALL MAX. - 11 COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN - 36"BUCK MAX.(Z-BAR) II 72"BUCK MAX.(Z-BAR) II PRESSURES LISTED. - 13-1l16" —r� 13- J 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2°THICK.1X MAX MAX. WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO }- 80-11/16" I SH OR PW i -}ITT SH OR PW SH OR PW SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR �� ( OVERALL f 80-11116" GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT 20"MAX, 27-1/2" INSERT INSERT OVERALL 27-1l2" MAX. BY OTHERS. MAX MAX. MAX. 5)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF -1 0 SEE 80"BUCK 'O 80"BUCK j ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). _L NOTE MAX MAX ® A (Z-BAR) 00 # (Z-BAR) 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT _ FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF � TRANSFERRING APPLIED LOADS. 21"MAX I 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS � � _L _ APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS 12-518" ////// _ I __ 12-5/8" SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. (NA)(• MAX. i _ ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS 3-15/16" SPECIFIED IN THE FLORIDA BUILDING CODE. 14-7/B" ---►-� �--- 14-7l8" I 6^ 3-15l16" i MAX. MAX. MAX. 'i f MAX MAX. 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8°HI SINGLE n 6'4"HI DOUBLE(XX) FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN -- ---- ,-37-3/8"OVERALL MAX. 73-3/8"OVERALL MAX. FINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS j I -- 36"BUCK MAX.(Z-BAR) 72"BUCK MAX.(Z-BAR)--I� COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300. II _ I -T� 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: 13-1/16" 13-1116'MAX MAX. ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR 96-11/16" SH OR PW SH OR PW WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE T SH OR PW OVERALL T 96-11/16" I REQUIRED INSERT INSERT INSERT 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE 23-3l4"MAX. MAX. OVERALL MAX. TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF I+ 1I THE AND/OR HANDLE �- —1Z_;/4" T - 96'M K AX DEADBOLT. 23-5/8" ____MAX. 23-5/8" (Z-BAR) TABLE 1: MAX, o SEE_T MAX. o Anchor Type Substrate Min.Edge Min. t NOTE 96"BUCK Dist. Embedment A MAX 0 0 Wood(Southern Pine) 9116" 1-3/8" - ----T (Z-BAR) I #12 Steel SMS Steel Stud Gr33 318" .D45(1B GA) 21"fMAX, I • Aluminum-6063-T5 3/8° 1/8" Steel,A36 318" 118" 12_5/8' - '/_ 1 _ _ 12-5/8" 1/4"Masonry Concrete 1" 1-318" MAX. I MAX. >✓ i Anchor Hollow CMU 2-1/2" 1-1/4' � 114-7/8° _3A6/16" 1 MAX.�� I (—6" '-� �15/16" NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS MAX MAX. I MAX, MAX. BEYOND INSIDE FACE OF MATERIAL 8'-0"HI SINGLE(X) ,;I I I r( 8'-0'HI DOUBLE XX TABLE 2: As-Tested Configurations ,;;1 .`'�."r' o'D11 By. wro: wwre n¢Faawanox Oswxosar covuom 1• J.ROSOWSKI 09l30f11 ALUMINUM 6063-T6 . ,v�aaxmru Max.Nom. Swing DP Certification j`'�• F awvnovrner'ar.NVAaxnoN a"Tms Size(in) Configuration Direction Frame Type Sill Type (pSF) Number Glass _ - m �= w : oxmart o+++Esaoocx ,,,,u.=- PEFNSSIp.'Q`/Grf6Y.6'IAEffi 36x80 Single PO Out-swing Z-bar/Box High(bumper) +/-50 190-789,791 36x96 Single(X) Out-swing Z-bar/Box Medium(bumper) +/-35 190-792 Min.1/8" 72x98 Double CCK Out-swing Z-barlBox Medium(bumper) +/-35 Temp., b`1( r_! 1070 TECHNOLOGY DRIVE Mono.or I.G. " P1` •'•r9- NOKOMIS,FL 34275 Ptlai 38x98 Single(� OuVln-swing Z barlBox Loa(saddle) +l-35' FL CERT.OF Al1TH.:29298 793,794 ;�;.�,;•.,.-rL"::?:.r.".•.• CABANA DOOR INSTALLATION 72x98 Double OuVln-swing Zbar/Box Low(saddle) +/-35" ---••' -, '�.•`r•_ sermaw.r sir.: sno.c u..rro Nu R.r. • ':"•`o• f -`• A.Lynn Miller,P.E. --"—'------- 'Umited"Water(Water InfiltrationaYOpsf). --- -p;E.-458705--- - ----C0.290---NTS—--1-of-3—------109301-1JR -------------- I ) INSTALLATION WITH BOX FRAME EDGE IOPTIONAL DISTANCE OPTIONAL SINGLE HUNG EDGE SUBSTRATE OUT-SWING —7SUB�T E SHOWN INSERT DISTANCE 7 SHOWN F— SU T E EMBEDMENT EMBEDMENT iX \� WOOD --- SHIM SHIM INSTALLATION NOTES: - OPTIONAL OPTIONAL 1)SEE SHEET 1 FOR SPACING y - - -- -- OUT-SWING IN-SWING REQUIREMENTS. BOX FRAME SHOWN SHOWN s- 2)SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION AND SUBSTRATE REQUIREMENTS. \15— (DIRECTLY TO SUBSTRATE) 3)MAX,SHIM THICKNESS TO BE 114". 4)FOR HARDWARE DETAILS,SEE SUBSTRATE i EXTERIOR EXTERIOR SHEET 3. SHIM 4 � 0 OPTIONAL -`� OPTIONAL ` i FIXED LIGHT '� FIXED LIGHT INSERT INSERT OPTIONAL SHOWN SHOWN BOX FRAME, 1X OPTIONAL JAMB INSTALLATION FIXED LIGHT EXTERIOR WOOD IN-SWING USING IX WOODBUCK) INSERT BOX FRAME, BOX FRAME, OPTIONAL J� SHOWN ( SHOWN HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG ��// (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT SHOWN kA OPTIONAL OPTIONAL °o°d �00000000 0;000 FIXED LIGHT KICKPLATE 0.00o° �000��oao,°°,000 INSERT INSERT OPTIONAL i°°°$°°o°ao°°o;o OPTIONAL SHOWN SHOWN _ ADJUSTABLE BUG SWEEP ',.c1r;'. ..'..:':.'•,::`. (SADDLE ";� • THRESHOLD ONLY) i a a a EXTE_RIOR EXTERIOR EXTERIORIC° LI 1 OPTIONAL i OPTIONAL OPTIONAL 2"SADDLE I 1-7/16" BUMPER o�.n er we weave merocrowrxrtnesm a auawu ! THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09/30111 ALUMINUM 6063-T6 I SHOWN THRESHOLD SHOWN � � awmer am: e..w�: ,wCVA a`T rtW ao RURO Fr N SHOWN — -'--- nwroarw nYa�urTw�arssmcw wwrra trrousvovarcrnwsrw¢ SUS T SUBS RA E SU ST TE I ! 1070 TECHNOLOGY DRIVE / // NOK.OF FLH.:29 Ptl01 FLCERT.OF AUTH.:2929a CABANA DOOR INSTALLATION BOX2-BAR FRAME, / s.,�uoeer ama: sneer nn.nu n:. R^V' -- A.Lynn Miller,P.E. ------------- --- —---------SILL INSTALLATIONS---- --- - - - -CD-29D -NTS——2 of--3---------1093011JR —----— P.E.#58705------ -- -----" -- i INSTALLATiON WITH Z-BAR FRAME �I EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) DISTANCE�� Partp Description SU T TE 7CDSP Lock Strike Plate EDGE -� 6FLATM Striker Backing Plata DISTANCE —� 7CDSPDB Deadboh Strike Plate E EMBEDMENTUBSTRATE SHIM I 78516KS a6az x.175 Ph.Ff.S.S.ss OPTIONAL OPTIONAL -�`— HUNG A _ 7634FW4UBLOK 6x.750Ph.Ff.sy. ) OUT-SWING SINGLE EMBEDMENT 1X 7s3aFw R6x.750Ph.FI.SMS SHOWN INSERT 7CDSP Lock Strike Plata(Active Slab) SHOWN - WOOD 6FLA7M Striker Backing Plate(Active Slob) SHIM l - _ �. SHIM 7CDSPDB Deadboll Strike Plate(Active Slab) j llr��-''�� -"--- -A----- OPTIONAL OPTIONAL XS f18-32 x Ph.Ff.S.S.(AcGw Slab)CDRI / - OUT-SWING --L IN-SWING SHOWN SHOWN t"/ R..Foam Insert-13/6' 7DEAD DeadW1111(mb(Active) I ?' I - I- 7KNOBO Knob Set(Inadlw) 7CDKLOKB Deadbolt/Knob-Polished Sizes(Aclke) • 7DBLKB Double Lockset 69333W Hinge I 41704 Hinge Pin Cap EXTERIOR EXTERIOR 41705 Hoge Pin B-Wg EXTERIOR U Z-BAR FRAME 7MOM HngePin JAMB INSTALLATION 7VT45 Hnge Rivet (DIRECTLY TO SUBSTRATE) 7834FPTW g8 x.750 Ph.FL TEK SMS SUBSTRATE 1X WOOD SHIM OPTIONAL OPTIONAL 00, -� I FIXED LIGHT FIXED LIGHT / v i INSERT INSERT ' SHOWN SHOWN Z-BAR FRAME_ Z-BAR FRAME, OPTIONAL It HE AD INSTALLATION HEAD INSTALLATION SINGLE HUNG I (DIRECTLY TO SUBSTRATE) (USING 1X WOOOBUCK) INSERT / 7j i SHOWN / 0�099 EXTERIOR Z-BAR FRAME, OPTIONAL OPTIONAL OPTIONAL °o°rO ` OPTIONAL JgMB INSTALLATION FIXED LIGHT FIXED LIGHT L KICKPLATE 'o°oo°o;°oo°oo°o°oo IN-SWING (USING I WOODBUCK) INSERT INSERT. �, INSERT >�0 00o SHOWN ,I, SHOWN SHOWN - SHOWN INSTALLATION NOTES: - - - EXTERIOR EXTERIOR EXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. /, '. - (� 6 (O (S 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. .�r��= 3)MAX.SHIM THICKNESS TO BE 1/4 `.`:' t'• "^-- OPTIONAL OPTIONAL OPTIONAL2° �'�h:' )��. SADDLE 1-7116" BUMPER ore.n ay om: urenec nEas[iNtilkNt axaxu c4rtd 1 THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09/30/11 ALUMINUM 6063-T6 rreneuRmraaxlmrFAavr7enof7�r amtsmasNmcaaer>�m+rmavrri I SHOWN THRESHOLD SHOWN �vovaav6>Eswr.Noaklrxx7or7Ha SHOWN `--� `i°YOO °e11 fON'r"`• oocivi;*vucraeusmcwasxx t ANI'fixtY YAnAYn11EEl7RESl®einliBf i nsa4soovorrcramcarroes. E J _ _ ® D-0— SOB S7� ?/ / SUBS RATE j % SU I j 1070 TECHNOLOGY DRIVE I - NOKOMIS,FL 34275 FL CERT.OFAUTH.:29296 CABANA DOOR INSTALLATION i BOX/Z-BAR FRAME. y" s«wnwen ssr. o.+w na rw A.Lynn Miller,P.E. P.E.-858705 --CD-290 -NTS— --3-of-3— 1093011JR — --f— i