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HomeMy WebLinkAboutProduct Approval (3) 9/30/2016 Florida Building Code Online BCIS Home Log In User Registration ( Hot Topic Submit Surcharge i Stats&Facts Publications FBC Staff.. BCIS Site Map I Links h Search ,.prProduct Approval :USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail t ; FL# FL242-R20 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens 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 Horizontal Slider 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 03/15/2016 Date Validated 03/22/2016 Date Pending FBC Approval Date Approved 03/22/2016 https://floridabuilding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x9PPaiMYtX5xTYajGo%3d 1/4 9/30/2016 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0528.23 M.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 II 15-0528.23 M.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-242 R20 C CAC 13-1125.03 MI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 II 13-1125.03 MI.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact). Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0903.11.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II IS-0903.11.Ddf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0903.10.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 II 15-0903.10.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-2500 Window(Nan-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0609.09 WDW.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 II 15-0609.09 WDW.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-770 Window(Impact) Aluminum Horizontal Roller.Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-1013.16.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-1013.16.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 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 https://floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7xgPPaiMYtX5xTYajGog/o3d 314 J MIAMI-DADS MIAMI-DADE COUNTY 0 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) wny%y.miaiuidade.gov/cconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance; if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product. is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR-5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-HR5410-01 titled"Horizontal Roller-NP',sheets 1 through 15 of 15,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 naine or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration(late or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. =MIAMI-DAMDE =UNTY NOA No. 15-0903.11 cExpiration Date: September 24,2020 �11sji� Approval Date: September 24,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller -NP, sheets 1 through 15 of 15, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller; P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4)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 series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072,dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1, Miami-Dade Department of Regulatory and Economic Resources (RER). Man e[Pe#z,P.E. Product Coi rol xaminer NOA No. 15-0903.11 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their.`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Stateinent letter of conforniance, complying with FBC-51°Edition (2014), dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lyme Miller, P.E. 2. Statement letter of no financial interest,dated August 28,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. G. OTHERS 1. None. Mani el Pe zUxaihier.E. Product Control NOA No.1 .11 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-2 ' ! ' 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL � TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:e INDEX OF INSTALLATION METHODS PER FRAME TYPE GlaTypDescription(Listed from Exterlor to Interior) Frame Glass� tnetatiatlon GLASS TY�3MAY Types Options Substrate Option Dotatt Sheet 1 314"I.G.:118'A Exterior Cap+1/2"Air Space+1/8'A Exterior Cap (see Fig B) (Bee Table 1) Conditions NOT BE U2 314•I.G,:118"T Exterior Cap+112"Air Space+118"T Exte for Cep • HVHZABThrough the Into 2XWood Frame/Buckstdp-sheet 4,option 5 3 3/4'I.G.:3116"A Exterior Cap+3/8"Air Space+3116'A Exterior Cap J.LTtsttnei 1.4 Integral In...... ....intc Metal-sheet 4,option 8 4 3/4"I.G.:3116"T Exterior Cap+318^Air Space+3116•T Exledor Cap (41) Through the tome ••.•Into 2X Wood FramefBuckship-sheet 4,option 6 ' SEE SHEET 6,TABLE 5 FOR GLAZING/OESIGN PRESSURFJANCHORAGE INDEX. of the w(ndow......,,,,Into Metal.sheet 4,option 7 ....Into 2X Wood FremelBuokstdp-sheet 3,option 1 {N2) 1-4 of the windowame Into ConomtetCMU-sheet 3,option 2 Flerge Through lha Game . _ -..through 1XBuckotdp Into Concrete/CMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into Metal-sheet 3,option 4 Min.Edge Min. Through the Into 2(WoodFrame/Suckstrlp-sheet 4,optlon5 Group Anchor Substrate Inlegral Fin Integral 6n...... ,,,.Into Metal-sheat 4,option 8 Distance Embedment* { ) 1-4 P.T.Southern Pine{SG=O. 5) /1 B" 1 Through the home....Into 2X Wood Fmme/Suckstdp-sheet 4,option 6 #10 SMS of the window.:.... „••Inca Metal-sheet 4,option 7 Steel,A36* 318" 0.050" Into 2X Wood Frame/Bucksld (steel,18.8 S.S. 'MIN.OF 3 THREADS Box/ p-sheet 3,option 1 or 410 S.S, Steel Stud,A653 Gr.33* 3/8' 0.0451"(18 Ga.) BEYOND THE METAL Th A ) Equal-Leg 1-q rough the hams....Nta CoaomtetCMU-sheet 3,option 2 Aluminum,8063T5' 3/8" 0.050" SUBSTRATE.FOR (PA) of the window...... ,,,,(trough 1X Buckstdp Into Concrete/CMU-sheat 3,option 3 P.T.Southern Pine(SG=0,55) 7116" 1.318" STEEL STUDS, ....Lata Metal-sheat 3,optIan 4 3116"steel UllmooConcrete(min,2.85 ks!) 1" 1318" MIN.Fu-45 KSI& MIN.Fy=33 KSI. Ungrouted CMU,(ASTM C-90) 2.112" 1-1/4" P.T.Southern Pine(SG=0,55) 9116" 13/8" 'UNGROUTED CMU" FIGURE B:FRAME TYPES #12 SMS VALUES MAY BE B (steel,18-8 S.S_ Steel,A36' 3/8° 0.050" USED FOR GROUTED or 410 S.S,) Steel Stud,A653 Gr.33* 3/8" 0.0451`(18 Ga.) CMU APPLICATIONS. fLj) Aluminum,6083-T5* 318" 0.063" 2 4 A 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 1314' C Ungrouted CMU,(ASTM C-90) 2-1/2• 1-1/4" Box on 1/4"Steel Cretehex Concrete(min.3.35 kBl) 1" 1314" INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS: FLANGE EQUAL. 114"steel Ultracon Concrete(min.2.85 kst) 2-1I 1-314" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON LEG 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE 114"steel Cretellex Concrete(min,3.35 ksi) 2-112" 1314" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE Ungrouted CMU,{ASTM C•90} 2-112" 1-1/4" USED ON ANY SIDE OF THE WINDOW. D i/d"Seat Cret@ABX P.T.Southern Pine(SG=0.55) 1" 1-3/8" 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE Ile steel Aggre-Gator Concrete{min.3.275 ksl) 1-i12" 1318" 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2•THICK ARE TO BE CONSIDERED IX INSTALLATIONS_1X WOOD BUCKSARE P.T.Southern Pine(SG 1" B'" 1 JFIN!/4'steel Aggte-Gator OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD 0 Grouted CMU,(ASTM C-90) 2' 2• BUCKS DEPICTED AS 2X ARE i-112"THICK OR GREATER.IX AND 2X XCHANNEL IBUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASUREDFROM BEADING TO BEADING. 7ABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. - Appromd "nurlyte;eith O► Group Anchor Substrate Min.Edge Min. Frond d'wC Distance EmbedmenP i i l I t t l t raw E 2-1/2"x.131"Common Nall P.T.Southem Plno(SG=0.55) 318' 2-7116" pSY LY N/y ��� R.Wrwd1tflAa ✓>ri Date: Revteton: owl D do Product tro 2.1/2"Wngshenk RcoAng Nail P.T.Southem Pine(SG=0.55) 31e^ 2-71161 , at•, F By P.T.Southem Pine{SG=0.55) 112" 1-318" ar;' = Rebleed&y: Date RaHatont #10 Trusshead SMS Aluminum,6063-T5' 318" 0.050" No.50705 7tr (steel,16.8 S.S. —._. _ ? Steel Slud,Gr.33' 318" 0.0451'(18 Ga.) 4 cL �. z Description: Dmxn By: or 410 S.S.) = D F Steel,A38• 318" 0.050 THREADS f pr GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND =�(} S} (T #12 SMS P.T.Southern Pine(SG=0.55) 0116" 1-318* THE METAL ''t' F 1 E F ��` 1070 TECHNOLOGY DRNE aper pate; Aluminum,8063 TS' 318` 0.063" SUBSTRATE.FDR fi�� <ORtDt�•.•' ` . (steal,18$S.S. Sleet Stud,Gr.33' 3r8• 0.050" '• 1 / 1 • N.o tCBOX t,529 75 HORIZONTAL ROLLER-NI 05115/15 STEEL sruas, S ANAL C? ord10S.S.) Steel,AW 318" 0.050" MIN.Fu=45 KSI& tr,t� 11 t NOKOMIIS:FL 34274 Serfetfuodek Swh: Suet: Omwtng No. R MIN.Fy=33 KSL A.LY{JI((AILLER,P.E. aas CERT.OF Aures, g29298 HR-5410 NTS 1 2 OF 15 MD-HR5410-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION INSTALLATION TYP.ANCHOR TYPE, INSTALLATION 21 OR 22 OR@ ANCHORED THROUGH FRAMEANDAND I )TES SHEET 2 BUCKSTRIP INTO CONCRETEICMU. EMBEDMENT AND EDGE OPTION 4 (SES S,?EE TS 6-8) OPTION I EDGE DISTANCE DISTANCE PER SUBSTRATE, ANCHORED THROUGH TYPICAL FOR ALL SEE NOTE 2,SHEET 2. ANCHORED THROUGH SEE TABLE 2,SHEET 2. FRAME INTO METAL FRAME INTO 2X WOOD *XO'OR'O)C'SASH 1/4*MAX SHIM EMBED ENT FRAME OR BUCKSTFUP. SEE NOTE 2,SHEET 2. 1/4'MAX.SHIM 13 19 16 B3 16 29 FLANGE EMBEDMENT #100R#12STEEL 29 An OPERABLE 43 28 EDGE FRAME SMS(G5).SSE SASH c DISTANCE SHOWN TABLE 2,SHEET 2. 2 28 1/4'MAX SHIM 41 F. ,t TYP.ANCHOR TYPE,Es :!.,, EmEDMENTAND &\ FIXED 13 LITE VISIBLE —EDGE DISTANCE PER LIGHT DTH v SUBSTRATE.SEE TA L TABLE 2,SHEET 2. 11 86 87 41 DARE APPROVED MULLION, 29 FBC COMPLIANT VISIBLE I42 ALUMINUM/STEEL FRAMING FLANGE LIGHT WIDTH EXTERIOR OR STEEL STUD.MAY BE FRAME 7324 OR&25R 26 G 4 14 EQUAL • VERTICAL ILEG (1) LIGHT FIXED RTICAL OR HORIZONTAL. SHOWN 8 LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS")TYPICAL FOR ALL FRAME AT MID-SPAN 0 INTERLOCK HEIGHT TABLE 2,SHEET 2 *XO"OR'OX"FIXED MEETING RAIL SHOWN 1433 (1)3-lt2*FROM EACH SASH BUCK WIDTH CORNER AND(1)AT CENTER OF HU I CK 22 OR@ 29 HORIZONTAL SECTION A-A(OX) - SASH STILESIRAILS HEIGHT EXTERIOR 28 3 16 16 19 (SEE SHEETS 6-8)TYPICAL OPERABLE 4U 20 OPERABLE FOR ALL"XOX'SASH VISIBLE SASH 7- SASH (SEE SHEETS M) HEIGHT SASH 28 21 OR g22 OR U23 LIGHT OPERABLE @ 0 TYPICAL FOR If "'J L] ALL SASH- 41 6 FIXED LSGHT VISIB LE LITE BIBLE LIGHT WIDTH al FLAN FRAME ii WEEP OPT. 15 SHOWN 87 85 NOTCHES k1_8 29 L-1 3/4'X1/4' —Do 42 a @ 34 OR 26 LIVISIBLE 73 EXTERIOR LIGHT WIDTH 4 (SEE SHEETS 6-8)TYPICAL FOR ALL 14 15 4 33 1/4'MAX 'XOXFIXED MEETING RAIL BUCKWIDTH — I HORIZONTAL SECTION E-E(XOX) EQUAL-LEG f 1 m SHIM FRAME F%Iid IAl 49A INSTALLATION AS PER SECTION A-AABOVE 'a Inc ALL SHOWN Dmt'�_ NOAO FRAMESHOWN I 4- h- acte ftvia.d Or - ",',�,ID LYNN Date. EMBEDMENT ... INSTALLATION �CENSj*-.. OPTION 2 4 RaVlaod W. Data: ANCHORED THROUGH Royfem. 140.68705 FRAME DIRECTLY INTO CONCRETEICMU. EDGE Descriptlom Drawn TYP.ANCHO P DISTANCE VISIBLE LIGHT FORMULAS -LEG/BOX FLANGE&EQUAL FRAMES J ROSOWSKI M13EDME D EDGE /VERTICAL (EQUAL-LITE,XO&OX) - I R SUBSTRATE — --) '. 1070 TECHNOLOGY DRIVE nao. D.W. SEE TABLE 2,SHEET SECTION B-B WIDTH:BUCK WIDTH/2-4-U4' . ... .... N.VENICE, FL 34276 HORIZONTAL 5/15 HEIGHT:BUCK HEIGHT-7-1/4' P.O. BOX 1529 ROLLER-NI NOKOMIS,'R.34274 _.. iA. 1 06/1 It R.P.E. — SerinlAfodul. Oat: Dmwtng No. RE W705 CERT. OF AUTH. #29296 HR-541 0 NTS 3 OF 15 MD-HR541 0-01 4'MAX.D.C. 3t4'NOM. 3!A'NOM. 112"NOM,GLASS 1/8"A GLASS 118"T GLASS &R@0R(F78)—\ BITE Typ. 1/2"AIR SPACE 112'AIR SPACE EXTERIOR 73 74 5-ANCHOR CLUSTER DETAIL 1/8'A GLASS--- 118"T GLASS---\ 28 4'MAX.O.C. aEXTERIOR aEXTERIOR 29 71; DURASEAL, DURASEAL l SUPIERSPACER— SUPERSPACE� 7 — 29 OR CARDINAL SPACER OR CARDINAL SPACER r733 GLASS TYPE I GLASS TYPE 2 4-ANCHOR CLUSTER DETAIL TYP.GLAZING DETAIL 4"MAX O.C. 3/4'NOM. 3/4'NOM. 3/16'A GLASS 3116"TGLASS -- 3/8"AIRSPACE--T\ 3/8"AIR SPACE----\—\ 3116"A GLASS \I. 3116"TGLASS —\ aEXTERIOR <11 EXTERIOR DURASEAL, DURASEAL 3-ANCHOR CLUSTER DETAIL SUPERSPACER SUPERSPACE4 OR CARDINAL SPACER OR CARDINAL SPACER WMAX.O.C. 4*MUO.C. GLASS TYPE 3 GLASS TYPE 4 I%FW Y�ldln Dnp g,�ltl m4 R.Weed By. Date: 10 de Pmd. 2-ANCHOR CLUSTER DETAIL No. 05 Dscdpllm cR Oro-W, 0 ISTAI ROSOWSKI GLAZING DETAILS GLAZING NOTES: • -\'Z 1070 TECHNOLOGY DRIVE 7111s; Date. W=ANNEALED N.VENICE, FL 34275 HORIZONTAL ROLLER WINDOW-NI 05/16/15 P.O. BOX 1529 -r=TEMPERED /ONAL'Z-y NOKOMIS;FL 34274 S#dqlModel. _Tbru.—Ing Na. A.LYNN MILLER.RE CERT.OF RUTH.#29298 HR-5410 NTS 5OF -HR541 0-01 J" IT 15. 1 IVID TABLES: TABLE 7: GlassTypes Design Pressure(ibsktr)for XO or OX Windows Glass4 Pae Design Pressure(ibsttt)tor XO or OX Windows Reld Laws 1NIn"Buck Height Ralnf.Lewl Window Buck Height R1 30' 136' 40' 1. R2 30' 38 48' 54' 25.112' +65.0 -100.0 +85.0 -100.0 +65.0 -100.0 +65.0 -100.0 25.1/2' + -130,0 +85.0 -130.0 +05.0 -130.0 +85.0 •130.0 m 38' +85.0 itl0.0 +85.0 -100.0 +65.0 --04.2 185,0 •-81.6 m 38 +8 130.0 .. 28' +85.0 100.0 +85.0 5.0 100.0 9 28' +65.0 - +85.0 •130,0 +05.0 -130.0 +65,0 -130.0 5.0 -130.0 +65.0 -116.5 +850 -109.8 42' +85.0 -000,0 +65.0 -100.0 +05.0 •83.9 +85.0 -72.4 + +05.0 -130,0 +65.0 41.7 +8&D •82.4 48' +65.0 -100.0 +65.0 400.0 +65.0 -78.5 +85°0 -65.6 48' +65.0 -130.0 +65.D -129.4 +85.0 -85.9 +85.0 •72.6 80' +85.0 400.0 +65.0 -100.0 +65.0 -68.8 +50.5 •66.5 60' +65.0 430.0 +85.0 414.8 +65.0 •83.5 +05.0 -71.8 75' +65.0 -100.0 +65.0 -94,9 +60.3 •60.3 +50.0 •60.0 75' +65.0 -109.5 +65.0 •94.0 +65.0 •72.9 +85.0' •65.6' SEE TABLE 13 FOR ANCHORAGE +651-70 FOR GLASS TYPES 24 SEE TABLE 14 FOR ANCHORAGE C:' 13 TABLE HEADER HEADER Index to All Design Pressure and Anchor Quantity Tables Config. Max. Met. Glass Reim, Design Pressure AmharOuaMky 'Wldth FAI9N Type Leel Table# Page# Table# Pap# SECTION DETAIL SECTION DETAIL ' s4 1 s FOR WINDOWS WITH o 0 21 FOR WINDOWS WITH ;4' 14 a LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT xoor 54' 1 8 6 13 g (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWNASH OX 54' 2 7 0 14 IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLYTO ALLIGHT 76' 2-4a to 7 15 !oFRAME TYPES& FRAME TYPES& 7Y a 11 8 16 10 CONFIGURATIONS) (I CONFIGURATIONS)21120' ar t 3 8 7 17 1!140' 83' 2.4 3 '97 1812 4 12 8 19 13e asit t WERIOR o SASH WIDTH SASH WIDTH O MEETING RAIL MEETING RAIL 24 O Q 25 21 21 21 21 JAMB E'Xrmm - - JAMB ERTER p �I 0 0 V +Pprove4 as asraplying with etr. Flarkia slain C \ C1�{LYMN,jy Revised By. Data: Revision: hlMd Produ '•lGi� 0... ... .. /� fi 410ENSic '`F� � Revised By: Dots ReKalan: ' No.58705 ' ® Description: Doran DY: NOTES: r4'-- 1) THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 7 ttS ? aj1� DESIGN PRESSURE TABLES J ROSOWSK( . {,�" l 1 aTA'h OP Qr� 1070 TECHNOLOGY DRIVE 7111e: Dots: 2)FRAMEDIMENSIONSAREBUCKWIDTHANDBUCKHEIGHT(SEESHEETS3.4).SASHSIZEISASPERTHEIGURE. � '��'•.,FLORIO�,•'•��`?` N P.0.190XI1529275 HOR(Z©NTALROLLER-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i S ti RANGE IN THE ADDJACENT COLUMN."CUSTOM"INDICAT-1/3-1/3-INDI ATE THAT THOSE ES THAT NO TANDARD SD SAS CONFtGUASHICONFIGURATIONS FALL WITHINONSFALC THIN THE SASH i1j iS1CP I,1-rG ` NOKOMfS;FL 34274 SettsafNpdeh Sesta: Sheat: Dmsing No. Rer. THE RANGE A.LYN P �s67os CERT. OF AUIH.#29296 HR-5410 NTS 6 OF 15 MD-HR5410-01 TABLE 6: Glees Type TABLE 10: 1 sash sash Design Pressure(Iba/ft2)for XOX Windows Glass Types Cont9umnan Width 1-4 Design Pressure(ibalf?)for XO or OX Windows Reint LOW Range(in) Window Busk Haight R3' 30• 30• 48' 54' 63' Relnt Lovel Window Buck Height 35-114, R3 30" 30' 48' 54• 63" flY4-Y2-% 11.391-71,3g1 +85,0 -100,0 +65,0 -100.0 4$5.0 -100.0 +85.0 -100.0 +65,0 -93.0 25.112- +65.0 -100,0 +65,0 -100.0 +65,0 -160.0 +85,0 -1070.0 +65.0 -100.0 38" 12.308-12.306 +65,0 -100.0 +85.0 -100.0 +65.0 -100.0 +65.0 -100.0 +85.0 -100.0 28' +65,0 -100.0 485.0 400.0 +66.0 400.0 +65.0 •100.0 +65.0 -1004 45-i!B• ii'3D1-13.387 +85.0 -10p,0 +85,0 -100.0 +65,0 «88.0 +85,0 -77.9 +85.0 -89.5 36• +65.0 -700.0 +85.0 -100,0 +65.0 -ilb.0 +05,0 -100.0 +fi5.0 -85,4 % 13,398-14.883 +85.0 -100.0 +85.0 -100.0 165.0 -700.0 +85.0 -100.0 +85.0 -96.5q2' 165,0 -100,0 +85.0 -100.0 +85,0 -95.7 +05.0 -62,4 +85.0 74.147-X4' 11397-12.2W +85.0 -100.0 +65.0 -100,0 +65,0 -85.6 465.0 -72.2 +59,6 59.8 qg• +85.0 -100.0 +85.0 -100.0 +85,0 •65.9 +05.p -72.8 180.9 80.912.290-15.558 465,0 -100.0 *65,0 -160.0 465.0 -87.2 +85.0 74.9 +65,0 .65.9 80" +05.0 -100.0 +05.0 400.0 +65.0 43.5 +65.0 -70.9 +66.7 58.7 11.391-12.018 +85.0 -100.0 +85.0 -100,0 +65.0 -84.4 +85,0 -71.0 +56,3 -56.3 75` +65,0 -iDO.p +66.0 -94.9 *85.0 -72.9 +628 -82.8 +50.0 50.0 52-1/8' %-Yy-y 12.017-13.397 *65.0 -100.0 +65.0 400.0 +65.0 .85.0 +65.0 .71.8 +50,1 56.i SEE TABLE 15 FOR ANCHORAGE m Y4-Y-% 13.398-17.016 +65.0 400.0 +65.0 -100.0 +65.0 -85.4 +65.0 -72.0 +58.7 -58,7 -Nom 11.391-13.397 +65.0 -100.0 +65.0 -96,9 +65.0 •73.9 +65.0 •08.6 +55,9 •55.9 80' -%-y: 13.398-15.360 +85.0 40D.0 *65,0 -100,0 +65.0 .80.8 +85,6 -70.7 +57,8 «57.5 HEADER Y--%-Y- 75.361-19.841 +65.0 -100.0 +65.0 -100.0 +65,0 •64.5 +85.0 1 -71.6 *58.3 56.3 75' %%-% 17.141-19.110 +65.0. 400.0 +65.0 59.3 +05,0 -88.8 481.4 -61.4 +52,5 52.5 %-Y.-Y. 19.111-24.641 485.0 400,0 +65.0 -98.1 +S5,0 -74.5 +65.0 -67.2 +56,1 58,1 96„ Y,-Y,.% 27.841-32.518 +85.0 -100.0 +85,0 59,3 *65,a +814 51.4 +52.5 52.5SECTION DETAIL Custom 32.517-39.841 +65.0 -160.0 +65.0 51,3 +65, 463.0 -633.0 +53,7 53.7 22120" Y h-Ye -39.641 +65.0 -Ift2, 465.0 59,3 +65. 461.4- -01.4 +50.0 -50.0 FOR WINDOWS WITH MIN.SASH SIZE_ WINDOW WIDTH-40.72 SEE TABLE 17 FOR ANCHORAGE LEVEL R3 REINFORCEMENT " - TABLE 9: 2 (REINFORCEMENTS SHOWN SASH IN FIGURES APPLYTO ALL HEIGHT Glass Types FRAME TYPES 8 2-4 Sash Sash Design Pressure{16ate)forXOX Windows - CONFIGURATIONS) {� Relnt tete! CanfigU.. Width u Range(in) Window Buck Height 22 R3 30" 36' 48" 54" 63' 35.1!4' %-}4 11.391-11.391 +65.0 -100.0 +65.0 -100,0 +65.0 -1004 +85.6 -100.0 +65,0 -100.0 O 38' '/ 12.318-12.308 +65,0 -100.0 +65.0 400.0 +65.0 •100.0 +05.0 -100.0 +65.0 -100.0 45.1!8' - -A 11.391-13.397 +85,0 -7004 +85.0 -106.0 +85,0 -100.0 +65.0 «160.0 +85,0 -91.9 IX TERIOR SILL - %-Y-Ys 13.3D8-14.683 +65,0 -100.0 +65.0 -100.0 +05,0 •100.0 +65.0 -100.0 +65,0 -100.0 Y' -y 11.387-12.297 +65,0 -100.0 +65,0 -100.0 +65.0 "100,6 +65.0 -100.0 -65,0 55.2 47.314' Yi-y-Ys 12.208-15.558 +65.0 400.0 +65.0 -100.0 +65.0 -100.0 +85.0 4004 +65,0 51.2 Custom 11.391-12018 485.0 -100,0 +65.0 -100.0 *S5.0 -100.0 +65.0 •100.0 -65.0 48.5 SASH WIDTH 52.518' %- j 12.017-13.397 *85.0 -106.0 +65.0 -100.0 1+65.0 -100,0 +65.0 400.0 +65.0 :FS 13,398-17.018 +65,0 -100.0 +65.0 -100.0 *65.0 -100,0 465.0 -100.0 -85.0 44.8 MEETING RAIL Custom 11.391-13.397 +05.0 -100.0 *65.0 400,0 +65.0 400,0 465.0 .94.8 +65,0 "71.0 at 60' y-y,.Y, 13.398-15.360 +65,0 -100.0 +65,0 -100.0 +65.0 -100.0 +65,0 -04.0 +65.0 •77,7 25 Qo -}vi�- 16.381-18.841 +85.0 -100.0 +85.0 -100.0 +85.0 -100,0 +05.0 1 52.1 +85,0 •75.7 Custom 11,391-13.387 +65,0 -100,0 +65.0 -100.0 +65.0 -94,4 +65,0 496.8 +65,0 58,722 228.7 75• 1-y,-% 13.398-19.176 +65.6 -100.0 465.0 -100.0 +85.0 5JAMB7.3 +65.0 -80.4 +63,8 -63.8 n o Y3-%-% 19,111-24.541 465.0 -100.0465.0 -100,0 +65.0 •94,1 405,0 -79.4 +64,3 -64.3 4ppmvtdntomplytsgxUL us, Cost. 17.641-19.397 +65.0 -100.0 +65.0 -90A +65.0 52,8 +65.0 -75.6 +60.9 -60 D .9 16T., a !d s C ale 98' %-Ys-y 19.388-24.380 +85,0 •100.0 +BS.p -97.4 +85,0 -87,8 185.0 -74.2 +57.5 57.5 \vvt /!v Revised W- Date: R4Nelon: �AN mID de Product 24.381-31.647 +65.0 -100.0 +65.0 -100.0 +65.0 854 +$5.0 Sg,B +552 55.2 (pi LYNN ��if�� - -y 29,641-32.515 +65.0 -100.0 +854 -90.4 +65.0 -82.8 +65.0 -68.8 +52,7 52.7 �� "��•' ''•�C �� B r 220' `�J '41GENSg '.:�� % RaNead Syr Dates RevMto:r: -Y-Ys 32.616-39.647 +65.0 400.0 +65.0 "100.6 465.0 -81,4 +05,0 -65.6 +50,5 50,5 140' Custom -39.641 +65.0 1400.0 +S5.0 •90A +65.0 1 -61.4 1+65,0 1 .65.6 1+50.0 -50.0 `C N0.58705 WINDOW WIDTH-60.72 SEE TABLE 16 FOR ANCHORAGE _ : -' bl Description: Drown Dy:ro ' MIN.sasrlsl2E=- 2 = DESIGN PRESSURE TABLES J ROSOWSKf NOTES: %p `�, l7 i$' n-;; 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. f12)FRAME DIMENSIONS ARE BUCK : 3T 16:0= 1070 TECHNOLOGY DRIVE BGs: Date: 3)FOR SIZES NOT SHOWN,R UNDyUP TO HE NEXT AVAILADTH AND BUCK HEIGHTBLE WIDTH ORHEIGHT DMSEE SHEETS 3IENSION SHOWN ON HE TABLE,ZE IS AS PER THE FIGURE. f�i,�l5} '�,LORIO7`.• \`' � N P.0.BOX�152975 HORIZONTAL ROLLER-NI 05/15/15 4)"174-1Y1-114'AND-1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE �rvv�S 1Ykvv' NOKOMIS;FL 34274 She fjpyd; Soot'; • pmwinD No. Rov- IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN HE RANGE. I(!9YPNjY�h11L�QS,p.E. CERT.OF AUTH. 129298 HR-5410 NTS 7 OF 15 MD-H R5410-01 TABLE 11: Glass Types 2.4 Design Pressure(Ibsd`)forXOor0XWindows ReIN.Level Window Buck Height - R4 30' 1 48' 1 54" 613' 1 72" . 25-1/2' +610 -130.0 -8&4 1.130.0 +85.0 -130-0 +65.0 -130.0 485.11 -13D.0 28' +65.0 -130.0 +0&0 •130.0 465.0 -130.0 +65.0 .130.0 +65.0 -130.0 Y 38' +65.0 -130.0 +65.0 -130.9 +6&D -130.0 +65,0 -130.0 +65.0 -123.3 m 42' +65-0 .130.0 +65.0 .130.0 +85.0 •130.0 +65.0 -120.8 +65.0 •108.2 48" +65.0 -130.0 +650 430.0 +65.0 -130.0 +65.0 -114.2 +65.0 •97,1 HEADER s � 80' 465.0 _130.0 185.0 -130.0 +650 -152.8 +85.0 -94.! +65.0 •81.7 75" +65.0 -130.0 18&0 -119.3 -65.0 -104.0 +65.0 •84.2 +65.0 -70.0 SEE TABLE 16 FOR ANCHORAGE a SECTION DETAIL TABLE 12: FOR WINDOWS WITH 23 Glass Typos LEVEL R4 REINFORCEMENT 2-4 Saab Sash Design Pressure(Ibste)for XOX Windows (REINFORCEMENTS SHOWN SASH Conngumilon Width IN FIGURES APPLY TO ALL HEIGHT R RetnLate! Range(in) - Window Buak Height FRAME TYPES& R4 30' 36" 48' S4" 83' CONFIGURATIONS) O 35-IM Ys-%-y 51.391-11,391 +65.0 -230.0 +65,0 -1300 +65,4 -130.0 +85,0 -139.0 +85.0 -130.8 23 38• %%% 12.308-12.308 +65.0 430.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 45-1/8` %-%-Y4 11.391-13.397 +65.0 -130.0 +65,0 -1300 +85.0 -230.0 +650 -130.0 +65.0 -130.0 O is-%-Y, 113.398-14.683 +65.0 -130.0 +05.0 -1300 +65.0 -13D.0 +65.0 430.0 465.0 -130.0 473/4' ')'-%.y 11.391-12.297 +65.0 -130.0 +65.13 -130,0 +65,0 430.0 +65.0 -130.0 +65.0 -1128,9 EY-TERM SILL Y--Y--y- 12.296-15.556 +65,0 -130,0 +65,0 430,0 +65,0 -130.0 +65,0 -130.0 +65.4 427.7 CUs10m 11-391-12 016 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -116.2 +65.0 •98.2 p 62-116• Y,-%-Y, 12017-13.397 465.0 -1300 +65,0 -130,0 +65.8 -130.0 1+65.0 -121.3 +85.0 -104.3 s %-%-% 13.398-17.016 +65.0 -130.0 4850 1430.0 +66.0 -130.0 +85.0 439.0 485.0 418:7 SASH WIDTH - Cwtom 11.391-13.397 464.0 430.0 +65.0 1.130.0 +66,0 -120.4 +65.0 -104.8 +65.0 $6.2 110 %-%-Y. 13.398-15.380 +85.0 430.0 +85,0 -130.0 +65,0 -127.2 +85.0 40&2 +65.0 $0.2 _ %-%-% 115.381-19.041 +65.0 -130.0 +65,0 1.130.0 -65.0 -130.0 +85.61 -118.4 465.0 $8.5 Q MEETING RAIL Custom 11.391-13.397 465.0 -119.7 +65,0 -!09.6 +05,0 44.4 +65,0 $&8 -65.0 -75.2 26 75' X-).-)a 98-19.110 +(I5.0 -0300 +65,0 -121.2 +650 -1022 +85,0 -91.7 -65.0 -79.3 %-%-Y3 19.111-24.641 465.0 430,0 +65.0 1-13D.0 +65,0R-121.1 +65.0 -105.2 +65.0 $6A 23 23 Custom 17.64!-19.397 +65.0 -100.0 +85.0 -90.d +65.0 *65.0 75.6 +6&0` $7.3' JAMB Fxmm7R 98" y-y_y 19.398-24.360 +65,0 -106.9 +85.0 $7.4 +65.0 -65,0 $0.2 +65.0 -70,424.361-31,041 +65.0 -130.0 +85,0 -124.2 +e5.0 +65.0 •92.7 +65.0 -77.3 120' )'-y'")' 29.641-32.515 +65.0 -100.0 +65.0 00.4 +65-0 +85,0 -75,6 +65,0' $7.3•y-%-% 32.510-39.641 +650 -111.6 +85,0 -103,0 +65.0 486.0 $&4 +65.0 -70.7 !40' Custom •• -39,641 +65.0 -100.0 +05.0 -90.4 +85.0 +69,0 ]5.8 165,0' $7.3' •+65/•70 FOR GLASS TYPES 2&4 SEE TABLE 19 FOR ANCHORAGE '•MIN.SASH SIZE=WINDOW WIDTH-60.72 4pp�oved as complying w111,lis. 2 A.M. d C Date j1{tt3!!tt NOAY `1%\ 91�� L NMS i� Revised By: Dote; Revision: ml a Product 4'�� '•I-%GEN6 6• � B7 Revised Or. Dote: Reviflant No.58705 -O M �@ ileac�P9onl Drosa Sy: NOTES: •^A ��.IS•;,tu DESIGN PRESSURE TABLES JROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FTN. 'p��'••.,c1 nS�yP ,.•�•C 1070 TECHNOLOGY DRIVE 118a: Dale: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4),SASH SIZE IS AS PER-THE FIGURE. �� ,�� �3;j N.VENICE,FL 34275 HORIZONTAL ROLLER-NI •05/15/15 529 4)FOR *1/4.1/2-114*ES NOT AND'1041 3-21/8 INDICA E THAT THOSE STANDARD SASH CONFIGURATIONS UND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT FALL WITSHOWN THE SASH WIIDTH RANGE ON THE TABLE. f t S�C�NF`L- \, NOXOMIS BOX L134274 IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNNthIILiER,P.E. Serle°/MadstQt°• SAeO}• �0 N°' Rev. P.E.666705 CERT. OF AUTH. #29296 HR-5410 NTS 8 OF 15 MD-HR5410-01 TABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O,C. Anchor Anchor 1-4 sash Spacing for"Integral- Group E Group F 30'Height 36"Height 48'Height 54'Height 30'Height 36"Height 48'Height 54'Helght Fln"InBYellatlOn p,5" N, Width Head £ Head £ Head Head Head Head E Head Head E Reinf,Level fin) &SIII &SIII &SIII ' &SIII ' &Sill &5111 ' &SIII R. Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES +►pprovtd n tomplytos wish M"- 25-112' 12.147 1+02+1 2 I+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 21 I+C2+1 31 1+C2+1 3 1+C2+1 3 picda: Idle Cg 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3' FOR OX WINDOWS(XO SIMILAR): MOAN ,Tl ANCHOR QUANTITY I d de Prvdu¢t rot 36" 17.397 1+02+1 2 1+C2+1 3 1+C2+1 3 i+C2+i 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PERJAMB 42" 20.397 I+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2+1 3 I+C2+1 2 i+G2+i 3 1+C2+1 3 1+C2+1 3 ' W 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: ' 48" 23.397 1+C2+1 2 1+C2+1 3 I+C2+1 3 i+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION 80" 29.397 2+02+2 2+C2+2 3 2+02+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL > �S12- +(2)ANCHORS AT THE SASH n 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+G2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL Anchor Group B Anchor Group D 25-1!2" 12.147 1+C2+1 2 1+C2+1 3 1+02+1 3 I+C2+1 3 I+02+i 2 1+C2+1 3 I+C2+1 3 1+C2+1 3 EE ELEVATION,SHEET 1 ttD -V 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+i 3 1+G2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1. 3 1+C2+1 3 SEE ELEVATION,SHEETI 2z � .""y 36" 17.397 1+C2+1 2 1+C2+1 3 4+C2+1 3 1+C2+1 3 1+C2+1. 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAILS,SHEET r x } � O o m 42" 20.397 1+C2+i 2 1+G2+1 3 1+C2+1 3 1+C2+i 3 1+G2+1 2 1+G2+i 3 1+C2+i 3 1+C2+1 3 n o -_ SEE ELEVATION, O sloe •-' 48" 23.397 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+C2+1 3 i+C2+1 2 1+C2+1 3 i+C2+1 3 1+G2+1 3 'X" / SHEETI } n fY 60" 29.397 2+C2+2 2 2+G2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+02+2 3 Z+C2+2 3 SEE F_z H �y ELEVATION, 75" 36.897 2+G2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+Z 3 2+C2+2 3 2+02+2 3 SHEETI MEETING RAIL 0-3 Cq W C, we � SEE TABLE 6 FOR DESIGN PRESSURE RFPEAT.ANCHOR PATTERN AT SILL x LU TABLE 14: 00 FOR XOX WINDOWS: tW-z m o -1 0mo Glass Types Anchor Quantities for XO or OX In o Ul Y Z ANCHOR QUANTITY h-7 O O U-) 1-4 Sash 30"Height 36"Height 48"Height 54"Helghtp"Height 36" ht 8"Helght 54"Height PER JAMS o z a Z I-, Width �HA.AND SILL ANCHOR QUANTITY: u Head E Head Need E Head E ead E a E Head Head E 1+C3+2+C3+1 4 LU LL O Relnf.Level on) IllIo m CHOR AT THE SASH .t & sill $Sill &Sill &Sill &SI!! &S81 &$ lll &SIII « C a R2 A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL O Anchor Group Anchor Group +(2)ANCHORS AT THE FIXED SECTION 8 Z T-qs 25-1/2" 12.1471+C2+1 2 1+C2+j 3 1+C2+1 3 1+G2+1 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL __ (1)ANCHOR ATTHE SASH Z C-20" 13.397 1+C2+1 3 1+(,`,2+1 3 -1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. z a�oa 17.397 i+C2+1 2 1+C2+1 3 1+C2C2+1 3 1+C2+1 3 0 O o m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+C2+1 3 SEE ELEVATION,SHEETI oU SEE ELEVATION,SHEET 1 it 48" 23,397 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEETI Q Q 0 Q' 60° .29.397 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 ` _ eAL 'asaQ sou 75" 1 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 "IEETIN. SEE ELEVATION,Anchor Group 13 Anchor Group D $E f// XXSHEETI \�hog,( LYNN25-1/2" 12,147 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATSON `�hENSF SHEETISEE CLUSTER \28` 13.397 S+G2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+02+1 2 1+C2+1 3 I+G2+1 3 1+C2+1 3 -y,r DETAILS, Na.58705 x ` 36" 17.397 I+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 SHEETS _ REPEAT ANCHOR PATTERN AT SILL - m 42' 20,397 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 2 I+C2+1 3 1+02+1 3 1+G2+1 3 - O :t1z>z � rX, NOTES: 1 48" 23.397 1+02+1 2 i+C2+1 3 i+02+1 3 1+C2+i 3 i+C2+I 2 I+C2+1 3 1+C2+i 3 1+C2+1 3 1)FRAMEDIMENstoNSAR£BUGxWIDTH %�f1 s' rE7 � \ MaX.Anchor O,C. EAnchor AND BUCKHEIGHT(SEESHEETS3-4). 'i �CORI0- \� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2t2 2 2+02+2 3 2+02+2 3 2+02+2 3 C� Spacing for"Integral- pF SASH SIZE IS AS PER THE FIGURES ON �36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 FIn"Instaliatlon " SHEET2)FORSl2ESNGTSNOWN,ROUNDUPTO ',,/O/gALytr1,� SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE, REN 58705 f TABLE 15: Glass Types Anchor Quantities for XO or OX Windows Mex.Anchor O.C. Spacing for"Integral- 1-4 Integral- 1-4 Sash 30'Height 36"Height 46"Height 54'Height 1 6TC22 eight 36•Height 48"Height 54"Height 63"Height Fin"Installation Width Head E Head Head E Heed Head Head E Head E Head E Anchor Anchor Reint Level fin) g,SIII m &SIII m 'SIII to &SIII m II ' &Sill i0 &SIII 10 &Stll to &Sill f0 Grou E Grou F R3 - -> P PAnchor Group A Anchor Group C 26" 4" Appmv-d u mmPlying w11h th.Pbrk� Id C25-1/2' 12.147 1+102+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1 +1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1b D01NOTES: NOAY28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1 +1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1)FRAME DIMENSIONS ARE BUCK ml D.ie P�"duN INI 36' 17.397 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C3+1 4 1+C3+1 4 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 SHEETWIDTH ANDBUCKHEIZEISASGHT E ny Y SHEETS 3.4).SASH SIZE IS AS PER THE m 42' 20.397 1+C2+1 2 1+102+1 3 1+102+1 4 1+C3+1 4 1+C3+1 4 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 FIGURES ON SHEETS 6-8. 48- 23.397 1+102+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+C2+1 4 2)FOR SIZES NOT SHOWN.ROUND UP ; 60' 29.397 2+102+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+03+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TO THE NEXT AVAILABLE WIDTH OR a HEIGHT DIMENSION SHOWN ON THE a 75° 36.897 2+102+2 2 2+102+2 3 2+103+2 4 2+103+2 4 2+C3+2 4 2+102+2 2 2+C2+2 3 2+C2+2 4 2+102+2 4 2+C2+2 4 TABLE.11 a Anchor Group B Anchor Group D 3)SEE SHEET 9 FOR AGUIDE TO USING 25-112" 12.147 1+C2+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+i 4 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 THESE TABLES. r Y j •�°y 28' 13.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 1+C2+1 2 1+C2+1 3 1+102+11411+102+1 4 1+102+1 4 4)'114-7Yz-114•AND 1/3-113.1/3• INDICATE THAT THOSE STANDARD Y 36° 17.397 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 SASH CONFIGURATIONS FALL WITHIN W o (n 42' 20.397 1+102+1 2 1+C2+1 3 1+102+1 4 1+102+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+102+1 4 THE SASH WIDTH RANGE IN THE a O � Co ADJACENT COLUMN.'CUSTOM' �• d. 46' 23.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 b 1+102+1 4 1+102+1 4 INDICATES THAT NO STANDARD SASH t7 N N -� CONFIGURATIONS FALL WITHIN THE O C 60° 29.397 2+102+2 2 2+102+2 3 2+C2+2 4 2+102+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+102+2 4 2+102+2 4 RANGE 0) C) s X 75" 36.897 2+102+2 2 2+C2+2 3 2+C2+2 4 2+102+2 4 2+102+2 4 2+102+2 2 2+102+2 3 2+102+2 4 2+C2+2 4 2+102+2 4 Z U "°'a SEE TABLE 10 FOR DESIGN PRESSURE W L) O m W F Z m O —1 sn+D TABLE 16: Max.Anchor O.C. o Y m Z O Glass Types Anchor Quantities for XO or OX Windows I.- o ¢ `- 2-4 Spacing for z o z F- W LL Sash 30"Height 38"Height 48"Height 54"Height 63"Height 72"Height 30"Height 38'Height 48"Height 54"Height 63"Height 72"Height "Integral-Fin" O Width Head ' Head c Head a Heed �' Head Head A Head Head Head Head Head a Head J o E E E E E E E E E E )— p Relnf.Level �a) &SIII &SIII -1° &SIII &SIII &SIII `; &Sill -`4 &SIII " &SIII A &sill R &SIII `; &SIII &SIII '�° Anchor Group F 0 Q IBS R4 Anchor Group A Anchor Group C 3.1" < Q Z 25-1/2" 12.147 1+C2+1 2 1+102+1 3 1+C2+1 4 1+103+1 4 1+C3+1 51 1+104+1 5 CY Z elz 1+102+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+104+i 5 0 O v 28" 13.397 p O � 36" 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+104+1 5 2 Y U m 42" 20.397 Not Allowed 1+102+1 2 1+102+1 3 1+103+1 4 1+104+1 4 1+104+1 5 1+104+1 5 cw, z 0 48" 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+104+1 5 ]+104+1 5 Q Y 2 vp 60" 28.397 2+102+2 2 2+103+2 3 2+104+2 4 2+104+2 4 2+104+2 5 2+104+2 5 75" 36.897 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+104+2 4 2+C4+2 5 2+C4+2 Anchor Group B Anchor Group D ;` ��,.• le Nth; �1GENSC-•.,E.p 25-1/2" 12.147 1+102+1 2 1+102+1 3 1+C2+1 4 1+C3+1 4 1+103+1 5 1+104+1 5 1+102+1 2 1+C2+1 3 1+102+1 4 1+103+1 4 1+103+] 5 1+104+1 5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+102+1 2 1+C2+1 3 1+103+1 ' 4 1+C3+1 4 1+C3+1 5 1+104+1 5 No.58%05 x 36" 17.397 1+C2+1 2 1+C2+1 3 1+103+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+102+1 2 1+C2+1 3 1+103+1 b 1+104+1 4 1+104+1 5 1+104+1 5 0 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+04+1 5 1+C2+1 2 1+102+1 3 1+103+1 4 1+104+1 4 1+104+1 &4, ; , ST(E�dI- 0 m $ 48" 23.397 1+C2+1 2 1+103+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 F<ORIOI.•' c <SS� • 'C-.V G 80" 29.397 2+C2+2 2 2+C3+2 3 2+04+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+102+2 2 2+103+2 3 2+104+2 4 2+104+2 4 2+104+2 �� O�/A%- ���75" 36.897 2+102+2 2 2+103+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+102+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 A.LYNN MILLER,P.E. SEE TABLE 11 FOR DESIGN PRESSURE REA 58705 TABLE 17: Glass Type _ Anchor Quantities for XOX Windows T Sash Sash 24'Height 30'Height 30-Height 48'Haight 54•Haight 83'Haight 24"Height 30'tiaigfit 38•Helght 48'Ha10ht 6q'Height 63'Height &� a++b3ph'ta9xitk ih+ Width norlde I C Con9gumtion a a a a v a a a a .o RoinRLevel Range Qn) Head&518 Head 8 Siff Head&SIII Head$Sifl Hood 8 SIII Heed&SItI Head$Sill Head&Sill Head&Sill Hoed&Sig Head&S81 Heed&Si9 NIDA" I-11) lep+uduc trot Anchor Group A Anchor Group C 35.1/4' %-%-Y. 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+12 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+'C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 2111+02+0+6j+1 2 t+02+0+62+1 3 1+C2+0+CZ+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 4 tta . 38' X-y-% 12.308-12308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+02+1 4 1+C2+OtC2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+02+D+C2+1 3 1+G2+0+02+1 4 1+02+0+C2+1 4 i+C3+O+q+1 4 45.118' 1-'/z-y 11.391-13.397 1+C2+0+C2+1 2 1402+0+C2+1 2 1+C2+0+02+1 3 1+03+O+p+1 4 1+C3+0+03+1 4 1+C3+O+G3+1 4 itC2+0+C2+1 2 1+C2t0+C2+1 2 1+C2+0+C2+1 3 1+p+0+03+1 4 1+03+0+q+1 4 1+03+WC3+1 4 l-Y3 13.398-14.683 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 i+03+0+03+1 4 1+03+O+q+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+p+D+C3+1 4 1+q+0+C3+1 4 1+03+D+r- 4 N 47-3(4' g:T/Y 11.381-12.297 1+02+0+02+1 2 1+G2+0+C2+1 2 1+C2+0+02+1 3 1+p+Q+q+1 4 1+C3+O+pt1 q 1+q+0+q+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+G2+1 3 1+q+0+p+1 4 1+q+0+03+1 4 1+q+p+C3M 4 f-'/s-Y 12.298-15.558 S+C2+O+02+1 2 1+C2+D+C2+1 2 S+C2+O+q+1 3 1+C3+O+q+1 4 1+p+O+C3+!4 1+C3+O+G3+1 4 1+C2+6+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 S+p+0+C3+1 4 1+p+0+03+1 4 t+C3+0+q+1 4 • Custom 11.391-12.018 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+024:1 3 1+C2+1+03+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 to Y 52.1/6• Y-X--/ 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+03+0+C3t1 4 1+C3+0+03+1 4 1+c3+0+03+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+D+03+1 3 1+C3t0+p+1 4 l+q+O+qti 4 1+0310+C3+1 4 `- (n Ln neH m A-Y3-Y3 13.398-17.018 S+G2+O+C2+1 2 1+C2+0+C2+1 2 1+03+0+C3+1 3 S+C3+O+C3+1 4 1+C3+0+03+1 4 1+03+O+C3+1 4 1+C2+0+C2+1 2 l+C2+o+C2+1 2 1+p+O+C3+1 3 1+q+0+03+1 4 1+p+0+C3+1 4 1+p+D+C3+1 4 r Custom 11.391-13.397 i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+q+2+C3+1 4 1+03+1+03+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+1+C2+1 4 1+p+1+C3+1 4 1+03+1+03+1 4 p 0 4 60' j_y,-y 13.398-15.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+03+1 4 1+03+1+C3+1 4 1+q+1+03+1 4 1+C2+1+C2+1 2 1+C2+t+C2+1 2 1+C2+l+02+1 3 1+03+1+C3+1 a t+p+1+C3+1 4 1+03+1+C3+1 4 p oleo O O l l-ys 15381-19.641 5+02+0+02+1 2 1+C2+0+02+1 2 1+p+0+ps1 3 1+03+0+03+1 4 1+q+O+p+1 4 1+03+0+03+1 4 1+C2+0+CZ+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+q+0+C3+1 4 1+p+0tp+1 4 1+C3+Otp+1 4 t- cNi TS -�- 17.141-19.110 NC2+2+C2+1 2 1*02+2+C2+t 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+03+2+03tt 4 1+q+2+03+1 4 1+C2+2+02+1 2 1+C2+2+02+1 2 1+02+2+02+1 3 1+02+1+02+1 4 1+0311+p+1 4 1+03+1+03+1 4 O _ ''/n-Y 18.111-24.841 1+C2+0+C2*1 2 1+03+0+p+1 2 1+q+0+03+1 3 1+03+O+q+! 4 1+C4+0+C4+1 4 t+Cd+O+Cq+1 q 1+C2+0tC2+1 2 1+C3+Otp+! 2 1+C3+0+03+1 3 1+03+0+03+1 4 1104+0+C4+1 4 t+C4t0+C4+i 4 Z_j 0 ro eru D %-Y.-% 27.641-32.516 2+C2+2+C2+2 2 2402+2+02+ 2,2+02+2+C2+2 3 2+C3+2+03+2 4 1+C3+2+C3+1 4 1+C3+2+q+1 4 1+C2+2+C2+t 2 1tC2+2+C2+1 2 l+C2+2+C2+1 3 1+03+1+03+1 4 S+C3+1+03+1 4 1+03+t+0311 4 8C •-� r Custom 32.517-39.641 2+C2+0+C2+2 2 2+03+0+C3+2 2 2+03+0+03+2 312+03+0+03+2 4 2+03+0+C3+2 4 2+C3+0+C3+2 4 2+C2+0+C2+2 2 2+C3+0+q+2 2 2+C3+D+03+2 3 2+p+0+03+2 4 2+C3+0+03+2 4 2+03+03+03+2 4 !20' -39.641 2102+2+CZ+2 2 3+C2+2+C2+3 2 2+C2+2+C2+3 3 2+C3+2+C3+2 4 2+03+2+03+2 4 2+03+2+p+ 4 2+C2+2+C2+2 2 2+C2+2+02+2 2 2+C2+2+C2+2 3 2+C3+2+03+2 4 2+03+2+C3+2 4 2+03+2+q+2 4 r? cc O J Z 0mQ • Anchor Group B AnchorGroupO . Q O Q r 35.1/4' %-y-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+O+C2+1 4 1+C2+ +C2+1 4 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+O+G2+1 4 1+C2+O+C2+1 4 1+C2+03+02+1 q Z O-z` I--' W (y 36' Ya-j-% 12.308-12.3D8 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+0+C2+i 4 l+C2+o+C2+1 4 1+C3+O+03+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0t02+1 4 1+02+0+C2+1 4 1+C3+0+C3+1 4 J 46-0/8, '/a-YI-Y4 11.391-13,397 1+C2+0+C2+1 2 1+C2+0+C1+1 2 1+02+0+C2+1 3 1+p+O+C3+1 4 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+03+1 4 1+p+O+C3+1 4 1+03+0+0311 4 )- r Ya-Ye% 13.398-14.683 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+02+03+02+1 2 1+C2+O+C2+! 3 1+03+0+03+1 4 1+p+O+p+t 4 1+C3+O+C3+{ 4 8i 0 I�wS 47-3/4' Y4-Yl-y4 11.391-12.287 1+C2+0+G2+1 2 T+C2+0+02+1 2 1+02+0+02+1 3 1+q+Ot03+! 4 1+03+0+03+1 A 1+03+O+p+t 4 1+0210+C2+1 2 l+C2+O+C2+1 2 1+C2+6+C2+1 3 1+C3+6+03+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 c' Q F l-%-� 12298-15.658 1+O2+D+C2+1 2 1+C2+0+02+1 2 S+C2+0+C2+1 3 1+C3+0+03+! 4 1+C3+0+03+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+02+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 t+C3+o+q+1 4 d F Z a Z ato�s Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+G2+1 3 1+C2+1+C2t1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 u. O 52-118• /j% O+ 12017-13.397 1+C2+ C2+1 2 t+02+D+C2+1 03 2 1+ +0+p q +1 3 1+C3+0+ +1 4 t+C3+0+03+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+0+03+1 3 1+C3+0+C3t1 4 1+C3+Dtq+1 4 1tC3t0+q+1 4 O 0 0 0 r m Y Y% 13.398-17.018 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+03+1 3 1+p+0+03+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+03+1 3 1+q+0+C3+1 4 1+p+0+C3+1 4 1+03+0+03+1 4 l) �0 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+03+1 4 1+C3t1+C3+1 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+1+C2+1 4 1+03+1+q+1 4 1+03+1+03+1 41 O Q � Q' 80' -+fY_y 13.388-15.360 S+C2+5+C2+1 2 S+C2+2+C2+S 2 1+03+2+C2+1$ 1+C3+1+03+1 4 1tC3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1tp+1 4 S+C3+1+C3+1 4 1+03+t+p+1 4 = 813:1 '�sc0 sous$ %-Y-Y, 15.361-19.641 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C3+D+03+1 3 1+C3+OtC3+1 4 1+C3+0+C3+1 4 1+C3-0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+03+03+1 3 1+p+0+C3+1 4 1+p+0+03+1 4 1+C3+D+C3+1 4 75' . %-Y-y 17.141-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+0211 3 1+C2+2+CZ+1 4 1+03+1+C3+1 4 1+03+1+C3+1 4 1+C2+2+C2+1 211+02+2+C2+1 2 1402+2+C2+1 3 1+C2+1+02+1 4 1+C3+1+03+1 4 1+03+1+C3+1 4 t.YNty /7ffi/ Y.-%-Y. 19.111-24.641 1+C2+O+C2+1 2 1+C3+0+03+1 2 1+p+O+03+1 3 1+03+ C3+1 4 1+04+O+G4+1 4 i+C4+0+04+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+(I+p+! 3 1+C3+0103+1 4 i+C4+0+C4+1 4 1+04+0+04+1 4 •;,�'��••�yOENgF'M/(!F��� 96, ,%-y 27.641-32.516 2+C2+2+C2+2 2 2+C2+2+C2+2 2 1+C2+2+02+2 3 1+03+2+03+1 4 1+C3+1+C3+1 4 1+p+1+03+1 4 1+02+2+C2+1 2 1+C2+2+02t1 2 1+C2+2+C2+1 3 1+C3+1+03+1 4 1+C3+1+C3+1 4 1+C3+1+03+1 4 Custom 32.517-39.641 2+C2+O+C2+2 2 2+C3+0+C3+2 2 2+03+D+C3+2 3 2+03+0+C3+2 4 2+C3+O+C3+2 4 2+C3+0+C3+2 4 2+C2+O+C2+2 2 2+C3+O+C3 2 2+C3+o+C3+2 3 2+C3+D+p+2 4 2+p+0+C3+2 4 2+03+0+03+2 4 _ No•`�0705 ' 120' j/,_'j3-}Su -39.841 2+02+2+02+2 2 2+02+2+1212 2 2+C2+2+C2+2 3 2+C3+2+03+2 4 2+03+2tG3+2 4 2+03+2+C3+2 4 2+C2+2+C2t 2 2+C2+2+C2+ 2 2+C2+2+C2+2 3 2+C3+2+p+ 4 2+0312103+2 4 2+q+2+13+2 4 WINDOW WIDTH-40.72 SEE TABLE 8 FOR DESIGN PRESSURE :•0 17 rt::: MIN.SASH SIZE 'tE OF _ NOTES: P Max.Anchor O.C. Anchor Anchor a �`s�J' ` 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL.FIN. S ••<DRIDr.0111. Spacing for"Integral- Group E Group F 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3A).SASH SIZE IS AS PER THE FIGURE. ' �N,N_E�,C ,\ Fin"Installation3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE.TABLE. 2.3" 4" 4)-1/4-1/2-1/4-AND-1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 18: Glass-types Anchor Quantltles for XOX%Mndowe 2-4 Sash Bash 24'Haight 30'Height 38'Height 48'H01gh1 54'H01ghl 83'Height 24'H919h1 30'Helghl 30`Helpht AB'Haight. 54`Height I 83•Height Confgur81101% Width R01nf.Level anOn 011) Head& a Hed&SII]Ra a a a a a a a Head&SIII Head&Sgl C Head&Sill Head&Sill Heed&SII] Head&Sill Hesd&SDI Heed&Sill Head&Sill Head&Sig Anchor Group A Anchor Group C 35-tt4• Ys-Y.- 11.391-11.391 1102+0+02+1 2 t+C2+0+02+i 2 1+C2+O+C2+1 3 1102+0+C2+1 4 1+C2+0+C2+t 4 S+C2+O+C2+1 A l+02+6+C2+t 2 1+C2+O+C2+t 2 1+02+0+C2+1 3 1+C2+O+C2+1 4 t+C2+0•C2+t 4 t+C2+0402+1 4 38` %%-% 12.30-12.308 1+C2+0+C2+1 2 1402+0+C2+1 2 1+02+D+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C3+O+p+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 t+q+Ofp+t 4 rudd!8App 'tdld comptyisp x116 ih. F1oAds old g- p Y.-Y4-Y4 51.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+O+C2+1 3 1+C3+0+03+1 4 1+03+0+C3+1 4 HCA+O+L4+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 i+03+0+C3+t 4 i+p+0+03+1 4 1+C4+O+C4+1 4 0A1c 45.118• Mb,tt+ 13.39&-14.8&3 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+p+0+03+1 4 1+p+0+p+1 4 1+03+0+C3+1 411+0240+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+0+03+1 4 1+03+0403+1 4 14C3+0+pN 4 h1 ,,;p•,la 1'redecr n1rW YY.-Y411.391.12.297 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+p q +1 4 1+ +0+C3+1 4 1+C4+0+C4+1 4 1+02+O+C2+1 2 1+02+0+C2+1 Z 1+C2+0+C2*1 3 140+0+0+1 4 Hp+D4C3+1 4 1+C4+D+C4+1 4 tl 47.314' Y. 12.298-15.558 1+02+0+02+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C3+0+03+1 4 1+p+0+p+1 4 t+p+0+03+1 4 1+02+0+C2+1 2 i+12+0+C2+1 2 S+C2+0+C2+1 3 t+p+0+03+1 4 1+03+O+C3+1 4 1+C3+0+03+1 4 'v Custom 11.391.12.018 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+03+0+C3+1 3 1+03+0+p+1 4 1+C4+0+C4+1 4 1+04+0+04+1 4 1402+0+C2+1 2 1402+0+C2+1 2 14q+0+03+1 3 S+p+0+C3+1 4 1+C4+0*C4+1 4 1+C440+C4+1 4 52.118' %%-% 12.017-13.397 t+C2+0+C2+1 2 1+C2+0+C2+1 2 Hp+0+C3+1 3 t+C3+0+pN 4 1+C4+O*C4+1 4 1+C4s0+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 14C340+p+1 4111-C4+0+04+1 4 1+C4t0+04+1 4 rc Y.-%-% 13.398-17.416 t+C2+0+02+1 2 S+C2+0+C2+1 2 1+p+0+p+i 3 S+p+O*p+i 4 1+04+0+C4+1 411+04+0+04+1 4 1+02+0+02+1 3 t+C2+0+C2+1 2 1+q+0+03+1 3 1+03+0+p+1 4 1+C4+O+C4N 4 i+Cq+0+C4+1 4 ry Custom' 111,391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+t 3 1+p+2*C3+1 4 1+p+2+C3+1 4 1+C3+2+03+1 4 1+C2+2*C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+03+2+C3+1 4 1+p+2+p+1 4 1+C3+1+C3+t 4 ' m 00' 'j4-'/t-I 13.398.15.380 t+C2+2+02+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 t+p+2+p+t 4 i+p+2+p+i 411+C3+2+03+1 4 i+02+1+02+1 2 1+C2+1+02+1 2 i+C2+S+C2+1 3 i+p+t+p+t 4 1+q+t+C3+1 4 S+p+t+p+l 4 -%-% 15.301-19.841 1+C2+0+02+1 2 1+C2+0+C2N 2 Hp+0+C3+1 3 1+04+0+04+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+02+O+C2+1 2 1+C2+0+C2+1 2 1+p+0+03+1 3 1+C4+0+C4+1 4 1*04+0+C4+1 4 1+C4+O+C4+1 4 Y C t Custom 11.381-13.397 t+C2+3+G2+1 2 1+C2+3+C2+1 2 1+C2+4*C2+1 3 1+q*4+p+1 4 Hp+4+03+1 4 1+C3+3+p+1 4 1+CZ+2+C2+1 2 1+CZ+2+CZ+1 2 1+C2+3+02+i 3 Hp+3+qN 4 14p+3+pN d i+03+2+pat 4 f>l) .,,aa 75• X-y-'j* 13.398-19.180 1+C2+3+C2+12 t+C2+3+C2+t 2 1+C2+3+C2+1 3 S+C3+3+03+1 4 t+p+3+C3+1 4 1+03+2+C3+1 4 1+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 Hp+2+C3+1 4 i+p+2+C3+1 4 1+03+2+C3+1 4 ? r '/a-y3-% 19.111-24.641 i+C2+0+C2N 2 1*p+0+p+1 2 1+C3+0+C3+1 3 1+C4+O+C4+1 4 1404+0+C4+1 4 1+C4+0+04+1 4 1+0240+C2+1 2 1+0340+03+1 2 1+C3+o+C3+1 3 1+04+O+C4+1 4 1+04+0+C4+1 4 1+04+0+134+1 4 to to QO Custom 17.641-19.397 1+C2+4+C2+1 2 14C2+4+CZ+1 2 1+C2+4+C2N $t+03+4+p+t 4 1+03+4+C3+t 4 i*p+3+03+1 4 t+C2+3+C2+3 2 1+C2+3+C2+1 2 i+C2+3+02+t 3 1+03+3+C3+1 4 i+p+3+03+1 4 1+C3+2+C3+1 4 CD Q r 96' -"/x-Y 19.398-24.360 S+C2+3+02+1 2 1+G2+4+C2+1 2 1+02+4+02+1 3 1+03+4+C3+!4 1+03+4+q+1 4 1+p+3+p+1 4 1+02+2+02+1 2 1*C2+3+C2+1 2 1+C2+3+C2+1 3 1+pr3+q+1 4 1+p*3+q+1 4 1+03+2+p*1 4 )-P.- % d' %-%-)4 24.361-31.841 +C2+3+C2+2 2 2402+3+C2+2 2 2+C2+3402+2 3 2+03+3403+2 4 1+03+2+p+1 4 1+C3+2+03+1 4 1+C2+24C2+1 2 1+C2+2+C2+1 122+C2+3+C2+2 02+2+C2+1 3 1+C3+2+03+1 4 1+03+2+03+1 4 114C+2+C3+1 4 120' Y.-%-Y, 29.641-32.515 +C2+4+C2+2 2 2+C2+4+02+2 2 2+C2+4+C2+2 3 2+C3+4+0342 4 2+p+4+C3+2 4 2+q+3+p+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2C2+3+C2+2 3 2403+3+q+2 4 2+C3+3+C3+2 4 2+p+2+C3+2 4 p LL N o -.0 0 Y-%-)i 32.516-39.641 2+C2+3+C2+2 2 3+C2+4+02+3 2 3+C2+4+02+3 3 2+p+4+C3+2 4 2+q+3+03+2 4 2+03+2+03+2 4 2+02+2+C2+2 2 2+C2+3+C2+20243+C2+2 312+C3+3+03:1 4 2+03+2+03+2 4 2+0342+03+2 4 Z LL co 140• Custom .39.641 +C2+4+02+2 2 3*02+4+C2+3 2 2+C2+4+C2+3 3 2+p+4+C3+2 4 2+C3+4+03+2 4 2+03+3+p+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+C3+ 4 2+03+3+03+2 4 2+p+2+03+ 4Cly X o rn m Anchor Group a Anchor Group D F-•Z m 07 J y,o 35.114• %-Y.-Y, 1001-111.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2N 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1402+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+p+pN 4 IQ„> 0 x m Z to O r 38' %-Y.-Y, 12348-12.308 t+C2+O+C2N 2 t+C2+0+02+1 2 t+02+0*C2+1 3 1402+0«02+1 4 1+C2+0*C2N 4 t+p+0+q+t 4 1+02+6+02+1 2 i+C2+0+C2+1 2 1+C2+0+02+1 311+02+0+C2+1 4 S+C2+0+C2+1 4 t+C3+0+pN 4 a Z 0.Z � � w � d5-tt8` l-YI-r 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 14C2+o+C2+1 3 t+p+O+03+1 4 1+p+0403+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+O+C3+1 4 t+C3+0+03+1 4 1404+0+01+1 4 LU %-Y3-Y3 13.388.14.683 /+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+03+1 4 t+p+0+03+1 4 1+C2+0+C2N 2 1+C2+0+C2+1 2 1+C2+0+C2+i 3 1+p+0*psi 4 1403+0+p+t 4 t+C3+O+p+1 4 O (y r 47x/4' Y,-y 11.391-12.297 i+C2+O*C2+1 2 1402+O+C2+1 2 4+C2+0+C2+1 3 4+03+0+03+1 4 1+C3+0+C3+t 4 1+C4+O+04+1 4 S+C2+0+02+i 2 S+C2+0+02+1 2 1+02+0+02+1 3 1+p+0+C3+1 4 1+03+0+03+1 4 1+C4+o+01+1 4 �a-Y 12.298.15.558 1402+0+C2+1 2 1+C2+O+C2+1 2 i+C2+0+C2+1 3 1+03+0+03+1 4 1+p+0+03+1 4 1+p+D+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 t+p+0+03+1 4 Custom 11.391-12.016 1+C2+O+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 t+C3+0+03+1 4 1+04+0+04+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C3+0+03+1 3 1+03+0+C3+1 4 S+C4+0+CA+1 4 S+C4+O+CA+1 4 Q r 52-118' f-X.i--j 12.017-13.397 i+C2+0+02+12 1+02+0+C2+1 2 1+03+0+C3+4 3 1+p+O+p*1 4 1+04+0+04+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 i+C3+0+p+1 4 1+C4+0+04+1 4 1+C4+D+C4N 4 � Z aZ Y-%-Y3 13.398-17.010 1+C2+0+C2+t 2 1+02+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+03+1 4 1+04+0+C4+1 4 HCA+O+CA+1 4 1+C2+0+C2+i 2 1+C2*0+C2+1 2 1+C3+0+C3+1 3 1+q+0+p+i 4 1+C4+O*C4+1 411+C4+0+04+1 4 LL Custom 11.391-13.397 1+C2+2+C2+1 2 1+02+2+02+1 2 5+C2+2+C2+1 3 1+C3+2+C3+1 4 1+p+2+C3+i 4 t+C3+2+C3+1 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+q+2+03+1 4 1+p+2+03+1 4 1403+1+C3+1 4 O z O O m ry to 80' %-Ya-Y 13.398-15.380 1402+1+C2+1 2 1+G2+2+C2+1 2 1+C2+2+C2+1 3 1+q+2+03+1 4 1+p+1+C3+1 4 1+p+1+p+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+0341 4 t+q+1+q+1 4 1+03+1+C3+1 4 V Y%% 15.381-19.641 14C2+0+C2+1 2 1402+0+C2+1 2 1+03+0+C3+1 3 1+04+0*C4+1 4 1+C440+C4+I 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+C2+0*C2+1 2 1+C3+0+C3+1 3 1404+0+C441 4 t+04+0+C4+1 A 1+04+0+04+1 4 Q O = Custom 11.391-13.397 S+C2+2+C2+1 2 1+C2+3+C2N 2/+C2+3+C2N 3 t+p+3+C3+1 4 i+03+3+03+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C 2+2+C2+1 2 1+C2+2+C2+1 3 1+p+3+C30 4 1+C3+2+03+1 4 1+C3+2+03+1 4 er#rj •sr�saua 75" y%% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+3+C2+1 3 1+p+3403+1 4 1+03+2+03+1 4 Hp+2+p+1 4 1+02+2+C2+1 2 1+C2+24C2+1 2 1+C2+2+C2+1 3 1+C3+2*C3+1 4 1+C3+2+03+1 4 1+03+2+C3+1 4 %%s-'/a 19.111-24.641 1+02+0+C2+1 2 1+03+0+03+1 21+03+0+C3+1 3 t+C4+0+04+1 4 1+04+0+C4+1 4 1+04+0+C4+1 4 5+02+0+02+1 2 1+C3+0+C3+1 2 5+03+0+p+1 3 1+04+0+C4+1 4 1404+0+C4+1 4 1+C4+0+C4+1 4 X CEN \I\00Y LYNN rtffJii Custom 17.641-19.397 1+02+3+C2N 2 1+C2+3+02+1 2 i+C2+3+C2+1 3 1+C3+3+p+1 4 1+C3+3+p+1 4 1+C3+3+p+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+03+1 4 1+03+3+C3+1 4 1+03+2+C3+1 4 `` 0.•••• •.X17!! g8' Y.-Y.-Y4 19.398-24.380 1+02+3+C2+1 2 1402+3+C2+1 2 1+C2+3+C2N 3 1+C3+3+q+1 4 1+C3+3+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 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'• r?'•. 'TATE OF NOTES: SEE TABLE 9 FOR DESIGN PRESSURE pCORIUP,.•' \ti: ..C/� (�� •., 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Anctwr Anctar WINDOW WIO7H-60.72 3)FOR SIZES NOT SHOWN.ROUND Up TO HE NEXT AVAILABLE WIDT2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE H OR HEIGHT DIMIENSION SHOWN ON THE TABLE. �rrr nNAL+ Max.Ane4tarO.C.Spadrtgfor Gro ZE IS AS PERTHE FIGURE, E Ore F "MIN.SASH 2 "Integral-Fin"Installation 2 37 4)•114-1/2.1/4'AND-1/3-113.113•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SAH CONFIGURATIONS FALL WITHIN THE RANGE. P.EA 66705 TABLE 19: Glass types Anchor Quantities for XQX Windows 2-4 Sash Sash 24'Height 30'Helghl 38'Height 48'Helghl 54'Helghl 1i+C2+0+C2+1 Height 'Height 30'Halphl 38"Haight 48"Height 54'Haight 83'Hetght Configuration �W1CIdn a a a a aaRetnt.Lelei ge( ) Head&SDI Head&SIII Head&Sill � Head&Sill Head&SSI d&Bill Head&Bill Head&SIB Head&Sill j Head&SIG Head&SBI R4 Anchor Group A Anchor Group C 35.114' h(-};, 11.391-11.3911 +0+C2+t 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 I+C2+0+C2+1 4 &38' Y-Y.-y 12.308.12.308 O+C2+1 2 I+C2+O+C2+1 2 1+C2+O+C2+1 3 1+q+0+q+1 4 1+p+O+q+1 4 1+q+0'+p+1 4 P1urw" Dlying with . -Y-Y 11.391-13.387 0+0211 2/+0210102+1 2 1+q+0+C3+t 3 1+G4+O+G4+1 4 i+C4+OtC4+1 4 i+CA+O+C4t1 445.1/e' • �h-'/i Y, 13.398-14.683 o+C2+1 2 1+C2+D+C2+1 2 1+C3+O+C3+1 3 t+p+0+8+1 4 t+q+0+C3+1 4 i+q+0•C3+1 4 MlamI 1 Hlr Prod errgq47.314' X-Y-y 11.391-12.297 0+C2+1 2 1+C3+0+q+1 2 1+p+0+p+1 3 1+C4+0+C4+1 4 1+04+0404+1 4 1+04+0+C4+i 434-)4-% 12.290-15.558 0+C2+1 2 I+p+0+p+1 2 1*03+0+q+1 3 1+q+O*q+t4 1+q+0+C3+1 4 1+q+0+q+1 4 Custom 11.391•12.016 0+C2+1 2 1+q+0+03+1 2 t+pt0+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 i+C5+0■C5+1 4 52.1/8' %%% 12.017•f3.397 4+C2+0+C2+1 2 S+C3+O+q+1 2 tap+0+C3+•I 3 1+C4+0+C4+1 4 1+C5+0+q+1 4 140540+CS+i 4 %r�-15 ;,.,7.018 1+C2+0+C2+1 2 1+q+0+q+1 2 1+p+D+C3+1 3 1+C4+0+C1+1 4 1+C4+0tC4+1 4 1+C4+O+C4+1 4 9Custom 11.391•13.397 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+04+1 4 1+01+2+04+1 4121 > 80' '/+-)a-y 13.398-15.380 Not Allowed t+C2+2+C2+1 2 1+02+2+02+1 2 1+CS+2+C3+1 3 1+C4+2+04+1 4 1+04+2+C4+1 4 1+01+2+CA+1 4 • Y-'/-Y, 15.351-19.841 1402+0+C2+1 2 1+03+O+C3+1 2 1+C4+0+C1+1 3 1+C5+0+q+1 4 1+C5+O+CB+1 4 1+C6+0+05+1 4 t() Y Custom 11.391-13.397 4+C2+3402+1 2 1+C2+3+C2+1 2 1+03+3+q+1 3 1+C4+4404+i 4 1+C4+3+C4+1 4 1+04+3+C4+1 4 to 75' %-Y­Y4 53.398-19.110 4+C2+2+C2+1 2 i+C2+3+C2+1 2 1+03+3+03+1 3 1+C4+3+C4+1 4 1+04+3+C4+1 4 1+G4+2+C4+1 4 %-Y.-Y, 19.111•24.841 144+0+0+1 2 1404+0+C4+1 2 1+Cq+0+C4N 3 1+05+0+(:5+1 4 1+C5+0+CS+1 4 1+05+0105+1 41 t[) 0 OO Custom 17.641-19.3974+C2+3+C2+1 2 1tC2+4+02+1 2 1+q+4+C3+1 3 t+C4+4+04+1 4 1+C4+4+04+1 4 1+04+3+CA+1 4 a O 0 O X-y-y 119.398-24.360 1+C2+3402+1 2 1+C2+3+C2+1 2111+0+4+C3+1 3 1+C4+4+C4+1 4 1+C4+3+04+1 411+04+3+C4+1 4 }.h a• arn0 (� / /-Ya 124.361-31,641 2+C2t2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+01+3+C4+2 4 1+CA+2+04+1 4 1+r4+2+C4+1 4 120' Y-K-% 29.641-32.51 2+C2+3+02+2 2 2+C2+4+02+2 2 2+q+4+q+2 3 2+0444+04+2 4 2+04+4+04+2 4 2+04+3tC4+2 4 -1 CDo X8 = -y-Y. 32.516-39.041 2+C2+3+C2+2 2 2402+3+C2+2 2 2+q+4+q+2 3 2+CA+3+04+2 4 2+C4+3+C4+2 4 2+04+2+C4+2 4 Z LL a tL m o� 0 140' Custom " -39.641 24C2+3+C2+2 2 2+C2+4+02+2 2 2+p+4+p+ 3 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+04+3404+2 4 XLL X o to Anchor Group IN 6W Group D IW.,Z Q .W_i 35-114' %-%-Y, 11.391-11.391 1+C2+04C2+1 2 1+C2+0+C2+1 2 1+C2+OtC2+1 3 1+C2+0+C2+1 4 1+CZ+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+12 1+C2+0+02+i 2 HC2+0+C2+1 3 1+C2+0+0241 4 1+02+0102+1 4 1102+0402+1 4 d W Q O a• z LD 38' '/j-/s-% 12.308-12.308 S+C2+WCZ+1 2 1+C2+O+G2+1 2 t+C2+O+C2N 3 1+C3+0+C3+1 4 148+0+03+1 4 t+q+0+1341 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+O+C2+1 3 1+C3+0+p+1 4 i+C3+0+q+1 4 1+C3+044+1 4 a Z iL Z ll. 48.118' Y-�-��� 11.381-13.387 7+02+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C7+O+C4+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 21+8+O+C3+1 3 1+C4+0+G4+1 4 i+C440+C4+1 4 1+CA+O+CS+1 4 W Q Ys-M-/! 13.398-14.683 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+p+0+C3+1 3 i♦G3+0+C3+1 4 1+q+0+03+1 4 t+q+040341 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+p+0+03+1 3 t+q+0+q+t 4 1+C3+o+G3+i 4 1+p+0+C3+1 4 J m 473!4' %-%-% 11.391-12.297 1+C2+0+C2+t 2 1+C3+0+C3+1 2 t+C3+0+4+1 3 1+C4+O+C4+t 4 1+C4+0+C4+1 4 1+C4+0+C4+t 4 I+C2+0+C2+1 2 1+C3+0+C3+1 2 S+C3+9+q+1 3 1404+0+CS+1 4 i+C4+0+C4+1 4 1+C4+0+C4+1 4 Z 0 w S �-�% 12.298-15.558 1+C2+0+C2+1 2 1+03+0+8+1 2 1+C3+0+C3+1 3 1+C3+0+q+1 4 I+p+0+p+1 4 1+C3+O+q+1 4 1+C2+0+C2+1 2 1+p+O+q+1 2 i+p+0+C3+1 3 1+C3+D+C3+1 4 1+q+0+C3+1 4 1+q+0+q+1 4 ® �' Ouetom 11.391-12.016 i+C2+0+C2+1 2 i+C3+O+q+i 2 1+C3+O+G3+i 3 1+C4+O+C4+1 4 /+C5+0+C5+1 4 1+C5+O+C5+i 4 t+C2+0+C2+1 2 I+C3+0+4+1 2 1+C3+0+q+1 3 1+C4+0+C4+1 4 1+C6+OtC5+l 4 1+CS+O+CS+1 4 i••' 52-118' Y-}�-% 72.017-13.397 1+C2+0+C241 2 1+03+0tq+1 2 1+C3+0+C3+1 3 1+C4+D+C4+1 4 1+CS+0+C5+1 4 1+05+0405+1 4 1+C2+0+C2+1 2 1+q+0+C3+1 2 1+03+0+C3+1 3 1+C4+O+C4+1 4 1+C5+O+CSt1 4 1+CS+O+C5+1 4 )--• Z G a Z atoa %-Y3-Y3 13.398-17.018 1+02+0+02+1 2 1+q+O+gtt 2 Hg40rgN 3 1+04+WCA+1 4 HGt+0404+1 4 1+C4+0404+1 4 1+02+0+02+1 2 1+03+0+p+t 2 1+03+0+8+1 3 1+04+0+C4+1 4 HC4+0+04N-0 1+0446+04+1 4 u. O .{ Custom 11.39t-13.397 1+C2+2+C2+I 2 1+C2+2+C2+12 1+q+2+C3+1 31114C4-2+04+1 4 1+04+2+C4H 4 1+C4+2+C4+1 4 1+02+2+C2+1 2 t+C2+2+C2+1 2 t+p+2+0311 3 1+C4+2+C4+1 4 1+C4+2+04+t 4 1+C4+2+C4+1 4 O 0 0 0 Tom"• 80' %-%-Y 113.398-15.300 1+C2+24C2+1 2 1+C2+2+C2+1 2 1+03+2+q+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+04+1 4 1+C2+2+C2N 2 1+CZ+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+24C4+1 4 1404+1-C4+1 4 U R rf3 -Y Yj 15.361-19.641 1+C2+0+C241 2 1+C3+0+p+1 2114C4+0+04+1 3 1+C5+O+C5+1 4 i+G5+0+CSN 7+ 4 C5+O+CS+1 4 1+C2+0+C2+1 2 I+C3+0+C3+1 2 1+04+0+C1+1 3 S+CS+O+CS+i 4 1+CS+0+CS41 4 i+C5+0+CS+i 4 O Q Custom 11-391-13.397 f+C2+3+C2+1 2 1+C2+3+C2+1 2 1 11+p+4+q+1 3 1+04+4+04+1 4 1+C4 4+C4+1 4 1+C4+3+C4+1 4 i+C2+2+C2+1 2 1+C2+3+C2+1 2 t+q+3+q+1 3 t+C4+3+04+1 4 1+C4+3+04+1 4 1+C4+3+04+1 4 otll -asaO c 75' -h-% 13.398-18.110 1+C2+3+C2+1 2 i+C2+3+C2+1 2 1+q+3+C3+1 3 1+C4+3+C4+1 4 1+C4+3+04+1 4 i+C4+2+C4+1 4 1+C2+2+02+1 2 1+02+3+C2+1 2 1+q+3+8+1 3 i+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+2+C4+1 4 Y.-%-% 19.111-24.841 144+0+C3+1 2 1+C4+0404+1 211+C4+0+04+1 3 i+CS+O+C5+1 4 i+C5+0+CS+1 4 1+C5+OtC5+1 4 1+q+0+C3+1 2 i+C4+4+C4+1 2 1+C440+C441 3 1+CS+0+CS+1 4 I+CS+D+CS+i 4 1+05+0+C5+1 4 ltittit� 'V 41 j Oustom 17.641-19.397 1402+3+C2+1 2 1+C2+4+C2+1 2 I+03+4+C3+1 3 1+C4+6+CA+1 4 i+C4+4404+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+03+1 3 1+C4+4+C4+1 4 1+CS+4+C4+1 4 1+C4+3+C4+1 4 \��,St,OC'�r LYKA/�7j! 98' Y-%% 19.390.24.360 1+C2+3+C2+1 2 1+C2+4+C2+1 2 i+C3+44p+1 3 1+C4+4+C4+1 4 HCA+4+C4+1 4 1+C4+3404+1 4 1+C2+3 C2+1 2 7+CZ+3+C2+1 2 1+q+3+q+1 3 1+04+4+0441 4 i+C4+3+04+1 4 1404+3+C4+1 4 \�•.• LIGEN gG'•.�ctp ''/a- -'% 24.381-31.841 2+C2+3*C2+2 2 2402+3+02+2 2 2+q+3+q+2 3 2+04+3+04+ 4 2+C1+3+04+2 4 1+0112+C4+t 4 2+tom+2+02+2 2 2+G2+2tG2+2 2 2+p+3tgt 3 2+04+3+C4+ 4 11*C4+2+C4+1 4 1+GH2+CgN 4 � 29.641-32.515 2+C2+3+02+2 2 2+02+4+CZ+2 2 2+03+448+2 3 2+C4+5+C4+2 4 2+C4+4+C4+2 4 2+C4+34C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+q+4+C3+2 3 2+Cq+4+C4+2 4 2+0143+01+2 4 2+C4+3+C4+2 4 too•58705 120' iC Ys-Ys-Y3 32.b18-39,841 2+C2t3+02+2 2 2+C2+4+C2+2 2 3+03+q+p+2 3 2+0i}q+CA+2 4 2+04+•3+08+2 4 2+C4+3+C4+ 4 2+02+3+C2+2 2 2+C2+3+02+2 2 2+8+3+03+2 3 2+04+3+C4+2 4 2+04+3+04+2 4 2+C4+2+G4+ q --ty 1 140' Custom -39.641 2402+3+0212 2 2+C2+4+G2+2 2 344+q+8+2 3 2+C4+4*C4+2 4 2+01+4+04+2 4 2+C4+3+0442 4 2+C2+3tC2+2 2 2+C2+3+02+2 2 2+03+4+442 3 2+C4+4+C4+2 4 2+C4+3+04+2 4 2+01+3+04+ 4 A `•, �/ �--- Q S-tA'i'C3-�J:•SCJ NOTES: SEE TABLE 12 FOR DESIGN PRESSURE .T,�•� '4/ 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ��i``s�fi<0R10P•' Max.Anchor D.C.Spacing for Anchor reovp F "MIN.SASH SIZE=WINDOW 2 DTH-60.72 3)FOR SIZES NOT SHOWN,HOWN,ROUND UONS ARE BUCK IP TO THE NEXT AVAILABTH AND BUCK HEIGHT LSE WIDTH OR EIGHT DIMENSION SHOWN ON THE TABLE. /EE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. /!�S/ �A;1� ` 4)'114.12-114'AND'1/3-i/3-1/3'1N01CATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE "Integral•Fln"]installation 2 5' IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN MILLER,P E P.EJ158705 TABLE 20: Bill of Material 3.500' ►{ 3.500" •--«�•( 3.500' 062' 3.500' •••( # Part# Description Materiel 062 1.l -+��- 062 ll -►�k-"- •sez I �}�- .062^ !I 1 620121 Frame Head,SIII and Jambs-J-ahannal PVC 2 624122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,SIII and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVCnF! 2A45" 2,445" 2.445' 2,445' 13 620172 Anil-Lift Insert/Trim Cover PVC (j�' �j�{ (.j 1I 14 620131 Fixed Meeting Rall PVC I I ❑❑U F-1 F ❑, fl 15 624158 Track Insert 6063 TB At a O ((( JJJ 77, O ( J (��16 620129 Sash Rall(Sides,Top&Bottom) PVC T19 620156 Pull Rail Interlock 6063 T6 AI 625• tJ-OHANNEL •625' FLANGE FRAME FIN FRAME EQUAL LEG FRAME -7- 1.375 a FRAME HEAD,SILL - - EAD,SILL& 1.375 Q HEAD,SILL& O HEAD,SILL& 20 620144 Putt Saailsh hRei Reinforcement PVC It � &,SBS I} ,IAMBS � JAMBS JAMBS 21 620150 Light Sash Reinforcement 6063 T6 AI 22 620151 Standard Sash Reinforcement 6063 T6 At 23 620152 HD Sash Reinforcement 6063 T6 Al 1.072" -`1 1.641• 24 620153 Standard Meeting Rail Reinforcement 6005 TS AI1.507" 1.437" 25 620154 HD Meeting Rail ReirNorcement 6005 T5 At r 2.100• 2.170,{ 2170• 26 620165 H.D.Horiz.Roller Meeting Rail Reinforcement 6005 T5 At 065, 1.630 772° - o o 1.020' 1.375" . 28 61644 Weatherstrip,.187°x,270"Fin Pile 696" 471° 29 61719 Weatherstrip,.187"x.220"Poly Pile y{�-f 30 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 41088 I 065^ ---4 1 231" 1-+- T -,w -� 1.000' 1`-- 070^ 050, 31 78)W2PPA #8 x 3-1/21 Ph.PH SMS(Fixed Meeting Rail Screw) 4108S 13 ANTI-LIFT INSERT FIXED 15 TRACK 16 SASH RAIL 19 LIFT RAIL 20 LIFT RAIL 32 71669SP Meeting Rail Screw Support Plate 6063 T5 At &TRIM COVER 1q MEETING RAIL INSERT O O INTERLOCK INTERLOCK COVER 33 720210 Weep Hole Cover PVC 34 720187 Installation Screw Hole Plug PVC 316 -+-{ 070' 1 1100 }+� 37 720197 Auto Lock C Steel {(( 301• 1 300' 4 tTr'(S oso '`L 38 720199 Sweep Lock Gast Zinc .864• •754' .7i5' 39 720198 Auto Lock Cover Assembly Cast ZJnC = 40 #6 x 1-1/B'Ph.FH SDS(Auto and Sweep Lock Screw) SS 035° -�{�»-� 025• -+1-+-� . 1.105" .060" 41 720200 Auto and Sweep Lock Keeper Gast Zinc !!! EXTRUDED ROLLED LIGHT SASH STANDARD 73 IG BEAD 61 SCREEN FRAME 62 SCREEN FRAME 21 REINFORCEMENT 22 SASH 42 76)34PPA #6X374"PH.PH SDS(Keeper Screw) SS REINFORCEMENT 43 7612FPTX #6 x 112"FPH TEK SS 44 1 dstite Top Comer Key Nylon 076 `-{)-+- 1,102• }-•- �j 1.102• f+- 45 Leadstile Bottom Corner Key Nylon i -•r-{'-• 46 Lockstile Top Corner Key Nylon 1.164" r i o7a 11. 094" y !' '1 070' .701. 1036" 1.041• 1.041• 47 Lookstlte Bottom Corner Key Nylon .810' r-J 1 130" [}�-�"-" -16q" 48 720204 Wheel Nylons .150• y 1.331° ) 73 620136 I.G.Bead PVC -�{ 1.340• ---1 1.340• [-- 74T1- !-- 74BackbeddingGE 7700 or Dow 791 - Silicone 2g HD SASH 24 STANDARD HD MEETING HD HR MEETING 7 , 25 MEETING RAIL RAIL 26 RAIL ippmvtd ss-plying with t675 REINFORCEMENT 1684/5_ Salting Block(718"X 2"%118"),65+!.5 d6ro. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT FTor14e uld ng e 78 Super SpacernXTwith Not Met!Butt'{ Composite NOTES: ' r 77 DUraseal �� / ReWsed No - Composi a �� id{ Ll'!�/y i� RY Date., Revision: 6O ml1.r d1.Produce n1. 78 Cardinal XL Edge Spacer CompositeqND.:"""••4%Q �i, 1)ITEMS#5-12,17, 84 61411 Roti-formed Screen Alum 18,27,35,36,40-72& y�• y10ENs�•.•CF B7. 79 ARE NOT USED �':- Raytead 8y: tWte: Reyhlan: 81 61012 Extruded Screen Frame Alum AND ARE NOT PART No.58705 82 Extruded Screen Spreader Bar Aium OFTHISAPPROVAL. ¢1 Description: Drawn Ay: 83 47442W screen Comer Key with Pull Rittg PVC 2)PVC BYROYAL ;� r )� (S WINDOW EXTRUSIONS&BOM J ROSOWSKI 84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC WINDOW AND DOOR %C'•. i TL•" F :' rl/� PRO FILES,LTD.,TO %'S�' A �4� 1070 TECHNOLOGY DRIVE n9e: Oats: 65 7CASPM Tension Spring Ss BE LABELED FOR %�S •..<ORro?..• ,�� N. VENICE, FL 34275 HORIZONTAL ROLLER NI 05/15/15 86 61816048 Screen Cloth Fiberglass AAMA EXTRUDER ���'s/ •••' � '� P.O. 60X 1529 - rs NAL � NOKOMIS,*FL 34274 SarteefAtadaF. Santa: Shah: Drawing Na. RW.. 87 61835161814 .1A0"Screen Spline(Machine/Hand Rolled) Vinyl CODE. n.it/r!N MILL'�d,P.E., p.E.#58705 CERT.OF AM. #29298 HR-5410 NTS 14 OF 15 MD-HR5410-01 18 SASH TABLE 21: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH 44 DETAILS O # ' Pelt# Deectlptibn Material 1 INTERIOR AND EXTERIOR se FRAME WELDS 100 7MC7024 Multi-Point Lock Operator Cast zinc 42 105 101 73340 Operator mounOng Plate Steel is 102 72016 Mullipolnt Lock Keeper Aluminum 31 - 103 720214 Mutllpoint Lock Guide N ton 3z EXTERIOR 46 ATTACHED RAIL 1D4 220217-221 Tie Bar Length Verses Slainleae Steel 1 ( 106 7/024X12HFX#10 x 172 HH MS Stainless Steel 73 X4 ! 108 78X1FPAX #&x 1"Ph.FH SMS Stainless Steel 1 107 75X75FPTX #8 x 3l4"Ph.FH SDS 5lainless Stsel � 19 ATTACHED TO 103 30 FRAME JAMB EGRESS LOCK 37 DETAILS (NOTTOSCALE 3a 86 83 ORt� 42 ► 104 87 �' ` OPT.AUTO LOCK 85 46 `��- b 20 ATTACHED TO Approved n complying wdth th. 40 I FRAMEJAMS 106 ,C bale MOA# 42 101 ems +dr ProdactConiml 8210 OPT. `• 73 ..,•� ` "b`"•. 38 102 _ X4 SWEEP LOCK 47 ATTACHED TO r��yt 42 1 FRAME JAMS 80 OR 81 i5 d 1070 TECHNOLOGY DRIVE "'^� 1 MITERED FRAME WITH N.VENICE,FL 34275 INTERIOR AND EXTERIOR 104 (941)-480-1600 FRAME WELDS llittltttttt CERT.OF AUTH.#29296, SCREEN j:;• ��a�.l •.-.•..••���� Revfwd 9y Dsfe: ReNalon: ASSEMBLY ' ` •4��Eris�'•..'P DETAILS Revr:ae sy vara •,. � RmlNOn: I i '•;c i No.68705 Ca . Y Description: f7mwn Ry: Uj 83 OR 84 EXTERIOR FRAME �'P STAE� =� EXPLODED WINDOW VIEW J ROSOWSKI C? ASSEMBLY 'Oc''.,FCORIOP•• 0: etre: Dots. NOTES: DETAILS HORIZONTAL ROLLER-NI 05/15/15 t)GLASS AND SOME PARTSIOPTtONS NOT SHOWN ON DRAWING FOR CLARITY. ~�''-� r t t f t t I I t t i I Sed#VW0dek Scete: Shsaf: Dmwtng No. Rer- 2)J•CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A.LYNN MILLER,P.E. HR-5410 NTS 15 OF 15 MD-HR5410-01 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.#68705