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Home My WebLink AboutProduct Approval i M11A1MI-DADE MIAMI-DADE COUNTY o 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) -ivww.miamidadc.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade Comity)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 manufachrer 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 5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM",sheets l through 18 of 18,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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Tire 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. NOA No. 15-0903.10 MIAMIfluDADS couNTY J l� Expiration Date: September 24,2020 #ql. 1, 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-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, 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 P 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. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FSC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 Manuel V=3110 E. Product Contro aner NOA No. Expiration Date: September 24,2020 Approval Date: September 24,2015 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc, for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc..for their "SentryGlas@ (Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t"Edition(2014),dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn 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. Manuel re ,P.E. Procluct Contr 1 E, miner NOA No. -0903.10 Expiration Date: September 24,2020 Approval Date: September 24,.2015 E-2 DESIGN PRESSURE RATING IMPACT RATING 2.6 ANCHORS,SEE VARIES PER REINFORCEMENT LARGE,&SMALL MISSILE CLUSTER DETAILS SHEET 8 —� �•�— 12.3!4'MAX.D.C. 1.114' LEVEL,SEE SHEETS 6.8 IMPACT RESISTANT 8'MAX, —►� 4 f B,SEE MAX. �— SEE SHEETS •—•� 9•fe ._.�..D,SEE 2.5 ANCHORS,SEE CWSTER (-_....---"' SHEET 3 SHEET4 DETAILS SHEET 5 15.85" 4"MAX O.C. I^+— _ MAX. r— �y f8,8 —— OC B,SEE A,SEESHEET 3j ._ —.10'MAX .� { 3H.SEE 10'MN(.'_._ _ _ _ -__ A y C E,SEE --..� SPACEDEQUALLY JMAX O.C. A /72" 1/ /// A jr f [jE ANCHORS PER 1/// / BUCK /r f/ HET SPLY ACED / fit, / MAX TABLES 17-27 j j f ANCHORS PER W j I SEE ` I TABLES 17.87 f HEIGHT T SHEETS � , f _ 8.16 16,87' O x a x x 0 kv=� Mo.D.C. _ B'MAX, 8"MAX. SEE SILL _ SEE SILL - LBErNSEN .C. 3-MAX. WEEPHOLESE SILL DETAILS, DETAR.S, 4.O.C. — 3"MAX. WEEPHOLE�SHEETS —*- +— _ 3HEET4 BETWEEN — DETAILS, d`O.C.BE7WEEN - 3MAX. ES B EEPHOLES "'�'D WEEPHOLE3 76"MAX.BUCK WIDTH —«- 76"MAX BUCK WIDTH —.- SHEETS 140"MAX.BUCK WIDTH ��11 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS,FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED, 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C80 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER,1X AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.,.....»................I 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT,INSTALLATION ANCHORS ELEVATIONS.................................I SHOULD BE SEALED,OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, FRAME,GLASS&ANCHOR 6)114"MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. EQUAL LEGI80X................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN 61 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33.1!3%STRESS INCREASE HAS NOT BEEN USED IN 8 J•CHANNEL......................4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS.................»....5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES. 0-0 0)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAYING JURISDICTION. ANCHOR QUANTITIES...,,,,.....»..,9-10 10)REFERENCES:TEST REPORTS FTL•S072,8073 8 8074;ELCO ULTRACON NOR;ELCO CRETEFLEX NDA;ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER EXTRUSION PROFILES&DOM 17 SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF8PANOS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, Approved w wraplyIag wRk B> FloUSER INSTRUCTIONS: Doled aWt •( rillti 110Atl 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. i Revised W. Cafe: ReWslon: D de Produel Caetrol 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND `�� t�V LYNN�f/ Ti�� REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USINGY` '1�''.fCENSF TABLES 6.18(SHEETS 0.6).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING R�rlaod ttl; Gate: Revision. IN STEP 1,USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE, h No.58705 '�� _ 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS ?ff.. Description: Brawn By; 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET '�L: GENERAL NOTES$t ELEVATION J ROSt}WS � REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THATALL MIN.REQUIREMENTS FROM THIS SHEET.ET. „ �T[ :'•�Vl�.. S)IN TALSET AREL S PER SHEET 3 FOR FLANGElEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION. onm?'. �`,` 1070 TECHNOLOGY DRIVE !Itis Oota: USE TABLE 40NSHEET 2TOFIND THE APPROPRIATE DETAILS. �i G N,VENICE,FL 34276 HORIZONTAL ROLLER-LM 05/15/15 NAI rG�J�`” NOKKOMIS,'FLOX 34274NOTE;DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.iV�tJ IriILLHR,P..' E SerteafNadah Seota: set: thawtap No. � Rew INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE 0 ON SHEET 2 P.EIt 5 L I CERT.OF AUIH. #29296 HR-5510 NTS 1 OF 18 MD-.HR5510-01 TABLE is ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Intortor) Frame Glass Type Typos options Instollation substrata Option Dotoll Shoot 5 718'Laminated I.G.:1/8'A Exterior Cap+7116"Alt Space+511W Laminated;(2)Utes of 118°A Glass with.090"PV8 Int@tlayer (W0 Fig S) (see Table 1) Condltione B 7/8"Laminated I.O.:118"T Exterior Cap+7116"Air Space+611W Laminated;{2)Liles of 118"A Glass with.090"PV8 Intedayer Through the Into 2XWood Pro, 'P-shoat 4,option 6 7 718"Laminated LG..3118•A Exterior Cap+318'Air Space+6116"Laminated;(2j Utes of U8"A Glass with.090"PV8 Intedayer J•Ohanael 1.4 Integral fin...... ...Jnta Mutat-shoat 4,option 6 8 718"Laminated LG.:3116'T Exterior Cap+318"Air Space+5116'Laminated;(2)Utes of i/8"A Glass with.090"PV8 Intedayer (oi) Through the frame ...,Into 2X Wood Frame/Suokotdp-sheet 4,option 6 10 718q Laminated LG-:118°T Extedor Cap+7118'Air Space+6118"Laminated;(2)Litea of 118'H Glass with.090"SG Intedayer ofths window...... ....Into Motet-sheet 4,option 7 „..into 2xWood Frama/Buokohlp-shoot%option 1 11 718 Laminated i.G.:3/16"A Exterior Cap+318'Air Space+6116'laminated;(2)Utes of 118'H Glass with.090"SG intertayer Flange Through the frame..,,into Contmte/CMU-sheat 3,option 2 12 7/8'Laminated LG.:3tiS`T Exterior Cap+31W Air Space+511!3"Laminated;(2)Liles of 118"H Glass with.090"SG interlayer (02) 1'4 of tho window...... ....Owough iXBuckaui into ConoroWCW-shoot 3,colon 3 14 718 Laminated LG.:1/8"T Exterior Cap+6116'Air Space+7/16"Laminated;(2)Utes of 3118"A Glass with.0901 SG Intedayer Into Motet-shoat 3,cellon 4 15 7/8"Laminated LG.:3118"A Exterior Cap+1/4"Air Space+711 W Laminated;(2)Utes of 3116"A Glass with.090"SG Intedayer Through the Into 2XWood Frame/Brmkstdp-shoat 4,option 6 Integral Fin Integral lin,..... Into Metal-cheat 4,option 0 16 718'Laminated LG.:3116"T Exterior Cap+114'Air Space+7/16"Laminated;(2)Liles of 3116"A Glass with.O9o° negran SG Intedayer 1.4 EE SHEET 6,TARE 5 FOR GLAZINGIDESIGN PRESSURIUANCHURAGF INDEX. - (03) Through the frame •..,Into 2X Wood Freme/8uoketdp•cheat 4,option 8 of lho window..........into Mata!-sheet 4, len 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 6,7,N�16 into 2XWoad Frome/Buckoldp•sheet 3,option 1 MAY NOT BE USED IN Bo%! Min.Edge Mtn. Through iheframe....into CarrarotetCAlU-etwot option Group Anchor Substrate Distance Embedmant• Hvt+z ABOVE 391. Equal-Let; 1-4 of lha window through lXBueksldp Into ConcreleJCMU•shoot 3,option 3 #10 SMS P.T.Sou . 'MIN.OF 3 THREADS em ne SG= S° 1 into Metal-shoot 3,option (steel,18-8 S.S. Steel,A3$' 318' 01050" BEYOND THE METAL or 410 S.S.) Steel Stud,A653 Ur.33' 3/8" 0.0461"(18 Ga.) SUBSTRATE.FOR FIGURE B:FRAME TYPES 'A'=ANNEALED A Aluminum,6063 T6• 3/8' QA60" �EFu348 KSI 6 'H'-HEAT STRENGTHENED P.T.Scut em Pine(SG=0.55) 7116" 1.318' MIN.Fy=33 KSL 'T'-TEMPERED 3118°steel Ullracon Concrete(min.2,85 kaq 1" 1318' ^PVB'=.00VBUTACITEOPVB Ungrouted CMU,(ASTM C 90) 2-112' 1-114' "UNGROUTED CMU' 2 4 0 BY KURARAY AMERICA,INC. P.T.Southern Plne(SG=0.55) 8116" 1.318" VALUES MAYBE #12 SMS USED FOR GROUTED 'SG"_.090"SENTRYGLASO BOX OR S (steel,18.8 S.S, tea,A 318° 0.850" CMU APPLICATIONS. INTERLAYER BYKURARAY Steel Stud,A653 GG 33' 318' 0.045?' 18 Ga. FLANGE EQUAL! AMERICA.IND, Or 410 S.S.) ( ) INSTALLATION NOTES.SEE SHEETS 3 S 4 FOR ILLUSTRATIONS: LEG Aluminum,6063-T6' 316" 0.083" Concrete(min.2.85 Nei) 1' FT-41 1}USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON C 1/4"91@@I'UitraCOn Ungrouted CMU,(ASTM C•90) 2.112• 1-114" TABLES 2 6 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 114"steel CrotegaX Concrete(min.3.35 its[) 1" 1314' USED ON ANY SIDE OF THE WINDOW. 114"steel Uttracon Concrete(min.2.65 ksi) 2.1/2' 1-314" 2}MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 114"steel Ultra P.T.Southam Pine(SG=0.65) " 1.3/6' 2,THIS SHEET,ALL WOOD BUCKS LESS THAN i-112'THICK ARE TO 1 6 3 114'steel Cretene% Concrete(min.3,35 KSI) &112' 1314" BE CONSIDERED 1X INSTALLATIONS.1X WOOD SUCKSARE Ungrouled CMU,(ASTM C•90) 2-112" 1-1/4' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD J•CHANNEL, INTEGRAL D 1/41 steelCrelefleX P,T,SoUthemPine(SG=0.55) 1" 1318" BUCKS DEPICTED AS 2X ARE 1.1/2•THICK OR GREATER.iXAND 2X FIN BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 114 steel Aggr"ator Concrete(min.3 275 kal) 1-?!2° 1-3(8' TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND 1/4`steel Aggre•Gator P.T.Southam Pine SG=0.55 1" 1 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Grouted CMU,(ASTM C-90) 2" 2" ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS BLE 3:ALLOWABLE ANCHORS TNROttflH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING To BEADING. Approved we complying wnk to. Grow Anchor Substrate Min.Edge Min. PMrI le Idl t P Dialanco EmbodmonN 4}SEE SHEET i4FOR OPTIONAL EGRESS LOCK DETAILS, Hato i O 1i // Rry sod Oole: Rodtloar ROm� eProduer ereelQ E 2112'x.131 Common Netl P.T.Southern gine{SG=0.55) 318' &718' It / G0 2.112"Ring-shank Roofing Nen P.T.Southam Pine(3G=0.65) 31$' 2.7118' �` Ott(...... 4f11 ,��ii sy #f01 airs@heed SMS P.T.Southern Pine(SG=0.65) 1/2' 1318` �� 4tt:ENs '•��P�. Rovra.d W. Data: R.NUon: 0 Tru,?$•$B.S. At num,6083-T8• 318' 0.050' No.60705 Steel Stud,Or.33' 3/$° 0.0451"(18 Goa M 410 S.3•) •MIN.OF 3 - ® Desarlplroni Drown Dyi F Sleet'A3$" 31$" o THREADS BEYOND ' I . GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=0.55) 911$' ?31$'' THE META! %?� Q IS ;'/t/ #12 SMS `(} •, G' T OF lCr 1070 TECHNOLOGY DRIVE Imre: Datd (steel,1&83.5. Aluminum-g083•T6• 3/$^ 0,0$3" SUBSTRATE.FOR ��'',,r(ORtUP.•' \� N'VENICE,BFIL 162076 HORIZONTAL ROLLER-LM 05/15/15 Steel Stud,GG 33' 318` 0.050' STEEL STUDS. "i t4'1 OrdiOS.S,j SteeI,A3B' 318' 0.050° MSN.Fu=45KSi8 jt//��/(�j�p��v�` NOKOMIS,FL34274 garle.JModaG Saoh: Shas. OroMapRa Rerr MIN.FyyJ3KSI. A L FEo5r7 PE. CERT.OF AUJK/29296 HR-5510 NTS 2 OF 18 MD-HR5510-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 7YP,ANCHORTYPE, INSTALLATION ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE 21 OROOR 23 BUCKSTRIP INTO CONCRETE/CMU. OPTION 4 SEE SHEETS 0-8} OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET ( SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE — SEE TABLE 2,SHEET 2. TYPICAL FOR ALL FRAME INTO METAL FRAME INTO 2X WOOD "}CO'OR"OX"SASkI 114'MAX SHIM — EMBEDMENT FRAME OR BUCKSTRIP. 1/4'MAX.SHIM 18 29 , SEE NOTE 2,SHEET 2. 13 19 18 30 28 F4iNGE � E, MBEDMENT 20 OPERABLE 4 F FRAME j} 1 N100 S(05).SEE 40 SASH EDGE SHOWN 1 SMS(66),SEE 37.38 _ r� _ DISTANCE TABLE 2,SHEET 2. r Li 2 28 I ' 2 J �114'MAX SHIM FIXED 41 } � � TYP.ANCHOR TYPE, 13 LITE �( EDGED DISTANCE p - r-- � VISIBLE � �` EDGEDtSTANCEPER 72 LIGHT WIDTH fffSUBSTRATE,SEE ' s -..^.•. TABLE 2,SHEET 2. o I 85 87 }� 1` DADE APPROVED MULLION, C.�� 29 FBC COMPLIANT J VISIBLE 42 ALUMINUM/STEEL FRAMING FLANGE 72 —' LIQ T WIDTH EXTERIOR OR STEEL STUD.MAYBE FRAME 14 4 EQUAL . VISIBLE VERTICAL OR HORIZONTAL, SHOWN 24 OR 25 OR 28 LEG , {1)AT MID-SPAN OF INTERLOCK FIXED LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 8-8}TYPICAL FOR ALL FRAME 43 (1)3.1/2•FROM EACH SASH HEIGHT TABLE 2,SHEET 2 "XO'OR*OX*FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILES/RAILS BUCK 28 29 HORIZONTAL SECTION A-A(OX) 22 OR 23 HEIGHTXTF ERIOR 4 30 18 19 16 (SEE SHEETS 8.8)TYPICAL a OPERABLE OPERABLE 40 20 OPERABLE 43 FOR ALL"XOX"SASH VISIBLE SASH -� -�o SASH SASH V21 OR 22 OR 23LIGHTF'� r SEES ETS 8.8} HEIGHT ❑� > 28 TYPICAL FOR ALL SASH - ca o - 18 41 FIXED �( o 88 45 47 LIGHT WIDTH ISIBLELITE - ►} LIG14T%ASIW 0TH - 81 43 r---- + 29 FLANGE �J FRAME WEEP DPT, 29 16 SHOWN 87 85 NOTCHES - 3/4"X114" 80 VISIBLE 42 EXTERIOR D l'l (SEE SHEETS 8.8)TYP CA lFOR LIGHT WIDTH �~ 1-i/4'X1/4• 72 14 4 Al/4' ALL"XOX"FIXED MEETING RAIL33 MAX i" BUCK WIDTH f-1 Mm 1—SHIM HORIZONTAL SECTION E-E(XOX) EQUAL-LEO 4ppmvtd as complying with RrF EQUAL LEG ��"--- INSTALLATION ASPER SECTION A-AASOVE FRAME FlerWn LII OC' SHOWN bate FRAME SHOWN �� /: Rerlsed fly: Dole: Revlelon: Mlywlb INSTALLATION EMBEDMENT `\1' pdy LYNN (gj �ii� a de rrodaec t OPTION 2 �tcENSE'l�Fp uy- p¢� ANCHORED THROUGH ' R°vU'dBj Data., Rertatan FRAME DIRECTLY INTO No,58705 CONCRETE/CMU. • EDGE ' TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS =-u �t('7 �w ® [oealpuon Omrn ei EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO 8 Ox ''. �i :'u/. FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI DISTANCE PER SUBSTRATE, U ST ' 4/ 1070 TECHNOLOGY DRNE boo: Dote; SEE TABLE 2,SHEET2, SECTION B-B WIDTH;BUCK WIDTH I2.4.114' �� ' rt0RiD��''G\" `� N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7.114' � `SraA)/11- �` 1529 NOKOMiS,'FL 34274Seyeejh{odal; 'N'T tate: Sher: P.E ""Meg)Z Ror. !%LYNN M@L R,P.E. CERT.OF AUTH. #29295 HR-5510 NTS 3 OF 18 MD-HR5510-01 Ii .#t;OT45 I 4'MAX.O.C. -�I �- -►I 719'NOM. � � 7/B'NOM. �- -� 7/8'NOM. �- -�{ 7/8•NOM. 5/16"A/A PVB 5/16"AIA PVB 5/16"A/A PVB 5/16"A/A PVB 7116"AIR SPACE 1 7/16"AIR SPACE— 3/8"AIR SPACE 3/8"AIR SPACE— , 1/8"�SER OR i LAV 11<D EXTTERIOR 3/1a EXTERIOR 3/1aEXTERIORS 5-ANCHOR CLUSTER DETAIL DURASEAL, DURASEAL, DURASEAL, DURASEAL, — SUPERSPACER OR + SUPERSPACER OR SUPERSPACER OR • SUPERSPACER OR— + 4'MAX O.C. —+I I-.— CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 7/8'NOM. - 719'NOM. 7/8'NOM. 7/8'NOM, 1.4- 5/16"H/H SG 6/16"H/H SG I 5116"H!H SG . 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE— 318"AIR SPACE 5116"AIR SPACE 4-ANCHOR CLUSTER DETAIL 118'T GLASS 3/16"A GLASS 3/16"T GLASS 1!8"T GLASS <:1 �EXTERIOR EXTERIOR < ]EXTERIOR G]EXTERIOR a'MAX.O.C. —y r— DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR —• SUPERSPACER OR— CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 -�{ 7/8"NOM. 7/8'NOM. �- 1/2'NOM.GLASS 3-ANCHOR CLUSTER DETAILA'SOR4 SITE TYP. 7/16"A/ASG 7/16"A/ASG _ 8•MAX.O.C. _ 74 114"AIR SPACE 1/4"AIR SPACE4'MIN.O.C. 3/16"A GLASS 3/16TGLASSEXTERIOR ]EXTERIOR 6DURASEAL, — DURASEAL,// 2B SUPERSPACEROR SUPERSPACER ORCARDINAL SPACER CARDINAL SPACER �pprovcA a compU•ing w1161M� GLASSTYPE15 GLASS TYPE 16 F�r C e ��1LNi�SReWsed BY: Dote: Revision: MamI Do cProductCon�rol2-ANCHOR CLUSTERDETAIL ��• t LYNN 4 �RoWsed By: Dote: ReWslon: U TYP.GLAZING DETAIL =`)` No.58705 ' GLASS TYPES 6,7,11 815 GLAZING NOTES: - �: - ¢o Description: Drawn MAYNOTBEUSEDINTHE - �^ GLAZING DETAILS J ROSOWSKI HVH2:ABOVE30'. "A' ANNEALED ::-d 'H'-HEAT STRENGTHENED �!'• T 1�� '•Ltl ''-TEMPERED '•.SLORIDP.•''•\L�' 1N0VECHNOLOGYDRIV 7711m Dote: 'GLASSTYPES10.12814.10 'PVB•=,090'BUTACITEOPVSBYKURARAYAMERICA,INC, %; F G`'` HORIZONTAL ROLLER WINDOW-LM 05/15/15 MAY NOT BE USED WITH •SG'-.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. ��i,Si./QI\IAL�? , NOP.O. 1 OR 1529 34274 Sarios/Model: Seale: Sheet: Drawing No. Rar, FIN FR NEL OR INTEGRAL rIl�l1.'YHMh11LLI:R,P.B. CERT. OF AUTH. #29288 HR-5510 NTS 5 OF 18 MD-HR5510-01 FIN FRAMES FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. KEA 59705 TABLE 6: _- TABLE 7:_ Gleae Typos Design Pressure(Ibstftz} ©lase Typos Design Pressure(IbsXtT} b'6 forXOor OX Windows 6-6 for XOor OX Windows Relnt.Laval Rt All Buok Heights up to 64' ROME LOtol R2 All Buck Helphto up to 64' Ail up l0 to 76, W +501-50 All Buck Widths +851.70 7b' up to 76' SEE TABLE 17 FOR ANCHORAGE SEE TABLE 16 FOR ANCHORAGE nLim HEADER HEADER TABLE 6: index to All Design Pressure and Anchor quantity Tables SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH O 21 FOR WINDOWS WITH 21 Mos. Mas. Glass R0141. DoHOn Prossuro Anchor0uantily LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 00 0' W?ft Holoht Typo tote) (REINFORCEMENTSSHOW14 SASH (REINFORCEMENTSSHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 54- 6 0 FRAME TYPES& FRAME TYPES& 76• 64 g 7 e to 0 CONFIGURATIONS) CONFIGURATIONS) 03' 3 8 7 16 10 21 21 72' 4 0 20 10 9 XD O 64' 1 6 a e 1 0. or 64• 2 T ¢ is 0 OX 76' 03' 6.6 3 0 7 ie to 63' 41 0 21 11 a un SILL � SILL 2' 4 10 6 20 10 a a 76' TB' 10.12 4 12 6 22 11 14.10 4 12 6 22 11 t- 9.0 3 0 7 23 12 120• 03' 5&6 4 13 0 24 13 SASH WIDTH '" SASH WIDTH XOX1 758 9 14 a 26 14 140' 83• 10.12 4 16 6 26 13 14-16 4 0 0 27 16 MEETING RAIL — MEETING RAIL 0 c o -- 24 25 21 21 r 21 21 " JAMB3r 2Fnron ° JAMBxr0"[Poon s • Approved w complyl6g MI6 us, Fiocid "C' O Iliilt/! Dafe - /// RONaed By valet RaNnfont ►1bmi Dede Prod°ct 0. �C Ne.5$705 ,y�r RtNeed 8}^ Dote: Revletom Y ~r V ® Deacdptton: Drawn W. NOTES: �� " DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. '"�� S l: Ir '• �� 1074 TECHNOLOGY DRNE 7Rle: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. { �tORIOp C9~ N.VENICE,FL 34275 Doff., 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1629 HORIZONTAL ROLLER-LM 05/15115 4)'1!4.1/2.174'AND'113.113.113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH / /t J /f�{i{f.��.IC't , RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN 1 r r t t t NOxOMtS;FL 34274 5MoajModol: Score+ Shook DmWing no, Rm THE RANGE. A.&MP Mt IIL1 6.P•C' CERT.OF AUR/.J29296 HR-5510 NTS 1 6 OF 18 MD-HR5510-01 TABLE 8: Glass Types Design Pressure(Wale) 6.6 for W or OX Windows Ralnt Lome[R3 All Buck Hatgkte up to 63' a All BackWloths +50!•50 HEADER up to TV SEE TABLE 19 FOR ANCHORAGE Q TABLE 9: Glass Types Design Pressure Ibsife)for XOX Q 22 6.6 Sash Sash ( ►1 Raid Lmel Confi9umiion nail o Windows H SASH R3 Rorgo on Wintbw w Hd9I 46•' 64' 03• HEIGHT 35.1/4' 3S-%-y 11.391•11.391 +50,0 •50.0 450.0 •60.0 +50,0 •50.0 38• Yi+/i-Yi 12309-12308 +50.0 -50.0 +50.0 50.8 +60.0 50.0 22 45118 y+-,�.y, 11.391-13.397 +60.0 •50,0 +60.0 -50.0 +50.0 500 Y st 13.398.14.683 +50.0 •50.0 +50.0 •60.0 +50,0 -50,0 47.314• ' "y 11,391.12,291 +SOA -50.0 +60.0 .50.0 +50.0 •50.0 311 lr-'/i 12200-15.558 +50,0 50.0 +50.0 50,0 +50.0 •50.8 F ion Custom 11,39t•12.018 +6D,0 500 +50.0 -50.0 +50.0 500 .t SILL 52-1!6' Y4-%-Y4 12.017.13.397 .so.o -Sao +so.o •so.D +so.p .60.0 o # Ya -yi 13,398.17.1118 +50.0 500 +50.0 •50.0 +50,0 •50.0 6 Custom 11.391-13.397 +50.0 50e +600 -50.0 +50.0 •so.0 SASH WIDTH - 60' %-J 11 13.398-15.380 +50,0 •50.0 +60.0 50.0 +50.0 .50,0 •+/e-ya 15.381.19.641 +500 500 +60.6 .50.0 +60.0 Custom 11.391-13.397 +50.0 500 +50.0 •60.0 +500 50.11 MEETING RAIL 76" +-+. /j/a y, 13.398.19,110 +50.0 •50.0 +50.0 •50.0 +60.0 SO.p 25 Ya-Ya-3S 119.111-24.0411 +50.0 %0 +600 50,0 +60.0 -60.0 22 22 Custom 18.300•10.397 +50.0 •50.0 +50,0 58.0 M01'749.1- JAMS 96" y+-%.y+ 10.398-24.360 +50.0 %o +6oA •50.0 +50,0 50.0 EXtFRAR ;g-y-t/i 24.361-30.388 +BOA -500 +50,0 50.0 +50,0 I 50A 120' Y,-%.Y, -30.360 +50.0 •500 +50.0 .50.0 #41111-49.11 +$01-50 FOR GLASS TYPES 6.6 SEE TABLE 23 FOR ANCHORAGE "MIN.SASH SIZE_ADO DTH-5926 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TOALL FRAME TYPES B CONFIGURATIONS) M"Ids 10 a � ` �` C Date p�yt LYNN i1J l�i,,� RaHae oy: oats: Re Ion: ¢►aN gado hood � N .\CENSE"•lF'P �: � BJ' 7'f Rowsod Op: Dob: RaNalane No.58705 Qa DeeMpHoa: Oro--eye NOTES: )7 DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. '"� •' S-i 7E O� 1l/ Dobe 2)FRAME DIMENSKJNSARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34),SASH SIZE ISASPER THE FIGURE. �'Q�`N SHOWN ON THE TABLE. fi FLOR10?.•'G`�` 10NOVEN,CE, 3427HNOWGY 5 HORIZONTAL ROLLER-LM 05/15/15 520 Bar RANGE1INFOR THA DJACENTCOLS NOT SHOWN, UNOIOATEND UP �HATTMOSESTAHDARDSJSHCONFiGURATHE NEXT AVAILABLE WIDTH OR HEIGHT TONSFALLwITHINTHESASHwC7H '��is*SiQ �� r�� NOKOMIS.'A 11 P.O. BOX.134274 SaNasjModak Smh: tt ora-lnp Na. RANGE IN THE ADJACENT COLUMN.'CUSTOM•INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.G1'NN MIL'L'�F�,PE,THE RANGE. P.ea�e7as CERT,OF AM. #29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 TABLE 11: TABLE 12: TABLE 13: I Design Pressure Ibsd for Glass Types Design Pressure Ibslite for Glave rypBe g 1 ) ( ) 116 8 Sash sash Design Pressure(IbsW)forXOX Windows 10.12&14.18 TABLE 10; XO or OX Windows XO or OX Windows RaInt Lata) Conlic-11 n Range O Window Duc He 1 ReInL Level indow Buck Hei t R4 38' 1ftanpo Qn) Window suck Meyhl Glave Trpoa Doeign Pressure(IbeHte) 48• 54- 63• R4 54" BY 78- �• �• �•0.8 for XO orOX Windows +850 •70.0 +05.0 •70.0 +65.0 •740 25.1/2' +65.0 •110.0 +85.0 -110.0 +85.0 -110.0 Custom 11,391-13.397 +65.0 -70.0 +05.0 -70,0 +86.0 •70.0 +65.0 68.3 560• %-h•): 13.398-15.360 +65.0 •70.0 +e5.0 70.0 +65.0 •70.0 +65.0 •70.0 ReInL Local R4 All Buck Hotphls up l0 72' ♦950 •70.0 +85.0 -70.0 +05.0 -70.0 g 28- +85.0 •11&0 +86.0 -110.0 +65.0 -110.0Ali Buck Widihs +850 •70.0 +85.0 -70.0 +65.0 •70.0 38• +850 •110.0 +65.0 •110.0 +85.0 •110.0 �-Yrm 16.361-19.841 +65.0 •70,0 +65.0 -70.0 485.0 Q.3 +53.2 -7f 2P +SOJ•50 Custom 11,391.13.397 +65.0 -70.0 +95.0 68.8 +83.3 63.3 +63.2 63.2u to TB' +850 •70.0 •65.0 •70.0 +05.0 -70.0 42- +65.0 •110,0 +65.0 •110.0 +85.0 110.0+850 •70.0 +650 •70.0 +65.0 •70.0 g 40' +65,0 •110.0 +8Me •110.0 +65,0 -110.0 75' y4.)S.y 13.398.19.110 +65,0 -70.0 +85.0 •70.0 +85.0 68.6 +08.2 68.2 SEE TABLE 20 FOR ANCHORAGE +05.0 •70.0 +85.0 •TQO +05.0 -70.0 80- +85.0 -110.0 +06,0 •110.0 +65.0 •93.9 N-Y-K 19.111.24.841 +86.0 •70.0 +65.0 70.0 +85.0 .70.0 +86.0 68.0 +850 -70.0 +65.0 •70.0 +84.3' -84.3' 75' +05.0 •110.0 +05.0 •103.5 +65.0 •60.0 Cusfatn 10.380'19'397 +85.0 •70.0 +69,8 69,9 +63.8 36.8 +49.1 461 •+651-70 FOR GLASS TYPES 6.6 SEE TABLE 22 FOR ANCHORAGE �• 3:•Yi•y 18.998-24.360 a85.0 •70.0 +82.1 •62.1 +69.0 38.0 +50.3 30,3 SEE TABLE 21 FOR ANCHORAGE Y,•)S•Y. 21.361-30.360 +05.0 •70.0 +65.0 •70.0 +BS.O 67.3 +57.0 -57.0 TABLE I6: 0 120• >S.y1. •30.360 +65.0 •70.0 +59.9 368 1+55.6 35.8 +48.1 .49.1 GlasoTypee Design Preseure(lbelfte)forXOX HEADER 1*MIN.SASH SIZE-WINDOWWIDTH-5928 SEE TABLE 24 FOR ANCHORAGE 10.12 Sash Sash TABLE 14; 2 Windows RoInL Laval CoM9umllon W Widow Buck Mainhl Glees rypoo Range On) Bash R4 4s• sr Sr rae sash DeslgnProaeure(Ib61Re)forXOXWlndowe Custom 11.391-13.397 +65.0 •110.0 +65,0 -110.0 +65.0 •110.0 Contpurellon Wle O R41:d.Laval Range On) WlfMavv DuckIphl 00- y._%_y4 13.398-15.360 +86.0 •110,0 +65.0 -110.0 +66.0 •110.0 R4 41 84• 83• %-Ye-Y. 15.381•19.641 +850 •110.0 +850 -110.0 +85.0 •110.0 23 Custom 11.391•13.3117 +03.0 -70.0 +95.0 -70,0 +63.0 -70.0 +86.0 -70.0 Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 BO' '/+•Y-j 13.388-111.380 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 •70.0 76' Y,.%-Y. 13.308-19.110 +850 -110.0 +65.0 -110.0 +65.0 •110.0 SASH )S--%-Y+ 16.381-1&841 +86.0 .70.0 +65.0 •70.0. 4(15.0 •10.0 +83.0 •70.0 HEIGHT Custom 11.391.13.397 +65,0 •70.0 +65.0 .70.0 +65,0 •70.0 +85.0 •70.0 y,•y,•Y, 19.111.24.641 +65.0 -110.0 +65.0 •110.0 405.0 •110.0 76• y 113,398-19.110 +65.0 -70.0 +65.0 70.0 +65.0 •70.0 +65.0 -70.0 p1 Custom 17.841-10.387 +65.0 •110.0 +96.0 -110.0 +85.0' 404.6' D Y-Y, 4 19.308.24.360 +050 •110.0 +65.0 •110.0 465.0• -109.6' 23 x costo 19.111.21.941 +66.0 .70.0 +65.0 •70.0 +65.0 •70.0 +OSA •70.0 9ff S:•h-Y $ Custom 18.380.19.397 +BS.O •70.0 +65.0 -70.0 +65.0 •70.0 +65.0' 67.2' 24.361-31.641 +65.0 •110.0 465.0 410.0 465.0 -110.0 gT �, 120• )'-Yi-Y. 20.841-32516 +65.0 .110.0 +65.0 -110.0 +65.0' •104.6• )4-K-Y. 19.388-24.380 +65,0 .70.0 +65.0 -70.0 +85.0 70.0211650 68.6'32.616.30.641 466,0 •110.0 +85.0 .110.0 +65.0 410,0 ),.%.S 21-- .30.380 +65.0 -70.0 +68.0 -T0.0 +85.0 -70.0 •70.0 BILL120- +-y�•Y •30.380 +83.0 -70.0 +83.0 •70.0 +65.0 70.0 67,2• 140• Custom ' •39.641 405.0 -110.0 4650 -110.0 405.0• •104.6' `r' •+8500 FOR GLASS TYPE 8 SEE TABLE 26 FOR ANCHORAGE •a86/-110 FOR GLASS TYPES 11812 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-60.72 "MIN.SASH SIZE=WINDOW WIDTH-69282 •'MIN.SASH SIZE= 2 TABLE 18: Glass 16: Design Pressure(IbeW)for XOX SASH WIDTH 14-16 SECTION DETAIL Bash Width Windows e o FOR WINDOWS WITH RoInt.Leto, CoMng pumilao Rae On) window Buck Maid MEETING RAIL R4 48 I 64• o3• LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.0 410.0 +65.0 -110.0 +85.0 •110.0 - 26 (REINFORCEMENTS SHOWN 60• yYS-% 13.398-16.380 465.0 -110.0 +85.0 -110.0 +85.0 •110.0 IN FIGURES APPLY TO ALL y-y-y 18.381-18.841 +06.0 •110,0 485.0 .110.0 +65.0 -110.0 23 23 FRAME TYPES IL JAMB ER:on CONFIGURATIONS) Custom 11.391-13.397 +65.0 •110.0 +05.0 -110.0 +65.0 -109.3 X�'n o 76' y_)i-y 13.398-10.110 465.0 410.0 +65.0 -110.0 +65,0 -102.0 v approved u caatP41a9 w11b�• )S-y,-K 18.111-24.841 +85.0 •110,0 +65.0 -110.0 +05,0 -102,8 D.Flagda- Cullom 17.641-18.397 +65.0 •110.0 +65.0 •110.0 465.0 47.4 Dau Q 14040 _ 08• y-y-y. 19.398.24.390 +08.0 •110.0 +05.0 •110,0 +650 •82,0 ttt1t11V111/I///v' Rov/sed W. Data: Revlslon: 1 :s14ea1iN4 Ye-Y,-Y 24,361-31.641 +86,8 •110.0 +e5.0 •110.0 +66.0 68.4 �\�tO„( LYNN Q1( i 1y 120• K h•Y 29.641-32.515 +05.0 •110.0 +65.0 •109.8 +65.0 •64.3 ; a .•''`�GENSF •.•P �� Rsvlsed ey: Data: RaN,lon: 3.-%-Y, 32.610-39.841 465.0 •110.0 +65.0 -105.0 +65.0 •80.6 � Q 140' Custom •39.641 465.0 •110.0 +65.0 •105.0 +85.0 -80.0 T1 N0,58705 Dmwe W. SEE TABLE 27 FOR ANCHORAGE _ _ ® DescAp IG NOTES: •• � DESIGN PRESSURE TABLES JROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWSINSTALLEDTHROUGH THE FRAME ORINTEGRAL FIN. ty'• 1 �1 ,' � Oafs: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. A C(/� 107. TECHNOLOGY 275 n0e: c� N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��''• A•L0F1lOP.•''G�\: P.O. BOX 1520 4)-1/4.112.1/4•AND'113-173.1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH i� S •"•••••' `� NONOMIS,FL 34274 Serfos/Ifodee Seofe: sot: Drawing No, Rsr RANGE IN THE ADJACENT COLUMN.'CUSTOM•INDICATES THAT NO STANDARD GASH CONFIGURATIONS FALL WITHIN /vASy�ifdAdnL�EA• CERT. OF AUiFI. X29298 HR-5510 NTS 8 OF 18 MD-HR5510-01 THE RANGE. P.E•W 681d TABLE 17: Masa Types Anchor Quantities for XO or OX Windows Max.Anchor Q.C. Anchor Anchor 6-8 Sash 30"Helght 38"Height 48"Height 54"Height 30"Helght I 36"Helght 48"Helght 54"H Spacing for"Integral- 'roup E Group F Width Head Head Head Head Head Head Head S Wead a Fin"Installation 3.6" a" Ralnf.Level fin) &SIB ., &Sail &Sul -540, a Sill &Silt &sill S SIM a Sill R1 Anchor Group A AnchorGroup C GUIDE TO USING ANCHOR QUANTITY TABLES 261/2" 12.147 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 FOR OX WINDOWS(XO SIMILAR): "vltrorcuueompglt�wybl6s Pfut 4 m 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+y 3 1+C2+1 3 1+C2+1 2 1+G2+1 3 1+C2+1. 3 l+C2+1 3 ANCHOR QUANTITY �'�„ 38" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 11+02+1 1+C2+1 2 1+C2+1 3 1+G2+1 3 l+C2+1 3 PER JAMS eras: ar iYa4. p 9 m 42" 20,397 1+C2+1 2 1+C2+1 3 l+C2+1 3 i+C2+1 1+C2+i 2 1+02#1 3 i+C2+y 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY' 48" 23.387 1+C2+1 2 1+C2+1 3 l+C2+1 3 1+C2+1 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL. 80" 28.397 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 +(2)ANCHORSATTHESASH 76" 36,697 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2+C2+2 2 2+C2#2 3 2+C2+2 3 2+C2+2 3 TOTAL OF T ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. Anchor Group 0 Anchor Group D a 25.112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 LO SEE ELEVATION,SHEET i SEE ELEVATION,SHEET t .. 26" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+G2+1 3 SEE CLUSTER DETAILS,SHEET 6 m 36" !7.397 1+02+1 2 i+C2+1 3 i+C2+i 3 1+C2+1 1+C2+! 2 i+G2+y 3 1+C2+i 3 i+C2+1 3 � `as o � 42" 20.397 l+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 2 1+C2+1 3' 1+G2+1 3 1+C2+1 3 SEE ELEVATION, it a (0 o SHEET 0 aloe O 48" 23.397 1+C2+1 2 l+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / O X / p 80" 28.387 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, ! / p N N 76" 38.897 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 SHEET If MEETING RAIL 3 9ce R Ci o x SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL Z ^[i W TABLE 18: Glass Types Anchor Quantities farXO orOX Windows FOR XOX WINDOWS: 'Wz m 0 � g i ANCHOR QUANTITYSash } .^ t� J DAIC 5-8 width 1 co 30"Helght 36"Height 46"Height 54"Height 30"Height 38"Height 46"Haight 6q"Height PER JAMB Z a .� t- RelnL Level (Inj Head Head @ Head Head Head Head Head E Head " 1+C3+2+03+1 4 HFAOAND siuANcrtoRnuANTITr W &Sill 8 SIII &Sill &SIII &SIII -, &SIII &SIII &Stll N)ANCHORnTTHE SASH R2 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL M Q Co Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® 2 W I—Is 251J2 12.!47 1+G2+! 2 y+C2#y 3 1+0203 1+C2+y 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL < rp +(1)ANCHOR ATTHE SASH � � 1— 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SiLL. d I-- Z 39, 17,397 1+02+1 2 1+132+1 3 1+02+1 3 i4C2+1 3 0 p was W m 42" 20,397 NOtAilowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION.SHEET I SEE ELEVATION,SHEET1 U LY In ° Z t� U) 46" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET i z 0 t>" tp ea. 29.397 2+C2+2 2 2+G2+2 3 2+02+2 3 2+02+2 3 _. 76" 38.897 2+102+2 121 2+C2+2 I 3 2+C2+2 3F2+02+2 3 I amt asap ata SEE ELEVATION, tiiNlitt Anchor Group B AnchorGrou D sHEEr,t tt N 26112" 12,147 1+C2+i 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+i 3 1+C2+1 3 SEE ,j x / O X 1YNn1 q�� ELEVATION /j ,tGEN's '•, p 28" 13.397 1+C2+1 2 l+C2#1 3 l+C2+1 3 1+02+1 3 1+C2+1 2 1+G2+i 3 1+02+1 3 1+C2+i 3 SEE CLUSTER t: MEETING RAIL '•rt m 38" 17.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 l+C2 DETAILS,#1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ;' No,58705 REPEAT ANCHOR PATTERN AT SILL SHEETS 00 42" 20,397 1+402+1 2 1+02+1 3 1+C2+1 3 1+C2+i 3 1+02+1 2 i+C2+1 3 1+C2+1 3 1+02+1 3 48" 23.397 1+C2+i 2 i+C2+1 3 1+C2+i 3 1+C2+1 3 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+! 3 NOTES: -ro : R Jz i)FRAME DIMENSIONS ARE BUCK WIDTH :AO 5TIA'L' 80" 29.397 2+02+2 2 2+G2+2 3 2+C2+2 3 2+C2+2 3 2+02+2 2 2+C2+2 3 2+02+2 3 2+02+2 3 Max.AnchorO.C. Anchor ANDSASBUCKHSIZE EIGHAS (SEESR THE FtGUR FIGURES i%N,'-, X R101'.•' 76" 38.897 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+G2+2 3 Spacing for"Integral- Group F SHEETS 6.9. �'+�SS/altilAL SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4„ 2)FOR SIZES NOT SHOWN.ROUND UP TO f r f t l l l i i t t t tt THE NEXT AVAILABLE WIDTH OR HEIGHT A LYNN MILLER,RE. DIMENSION SHOWN ON THE TABLE. P.EA 58705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-e Sash Spacing for"Integral- Width 30"Height 36°Height 48"Height 54'Helghl 03°Height 30"Height 36"Height 48°Height 54"Height 63"Height Fin"Installation Relnf.Level On) Head III Head III Head Head Head Head Head III Head Head Head Anchor Anchor &SIII 8 SIII &SIII &Sill &8111 ' &Sill &SIII &SIII &SIIIIII &SIII Group E Group F R3 IIIAnchor Group A Anchor Group C 3.6' 4" ♦pproved n°eamplying wild 16. 25-112" 12.147r1+022 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 4 1+C2+1 4 1+C2+1 4 Ft°da° ml"rbc e 28" 13.3972 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 4 1+C2+1 4 1+C2+1 4 none38" 17.3972 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 4 1+C2+1 4 1+C2+1 4M to eMoAuett 42' 20.3972 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 4 1+C2+1 4 1+C2+1 4 48" 23,3972 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 4 1+C2+1 4 1+C2+1 4 60° 28,397 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 76" 38,897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+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 ki~ Anchor Group 8 Anchor Group D 25-112' 12147 1+C2+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 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+02+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 4 1+C2+1 4 1+C2+1 4 'Ay r � 30" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 42° 20,397 1+C2+1 J22+02+2 +C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a G 0 o G sr oroo 48° 23,387 1+C2+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 4 1+C2+1 4 1+C2+1 4 12 61 60' 29.397 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O 76" 36.897 2+C2+2 +C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 z IL N LL � °oro p SEE TABLE a FOR DESIGN PRESSURE {FC) x0 s` TABLE 20: O v m Y aJq Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. o z a Oz ¢ t 6.8 Spacing for integral- } 0 Width 30'Height 38"Height 48`Helghl 64"Helghl 83"Helghl 72"Height 30"Height 38"Height 48"Height 64°Height 03°Height 72'Height Fin"Installation 1— Head Head Head Head E Head Head Head Head a Head Head Head Head Anchor Anchor F- 0 C Reinf.Leve( ") &sm &stn &sm &sill &Sill m &sm &sm &sm &stn &sm &sm &sin z t°s -, I -, Group E Group F o R4 Anchor Group A Anchor Group C 3.2` 4- 25.112" 12147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 f+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 6 1+C2+1 5 a W z 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 6 U. N O m 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+03+1 6 1+02+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 6 1+C3+1 6 OF. Z vj m 42` 20,397 1+C2+1 2 1+02+1 3 1+02+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+03+1 6 z 0 48° 23.387 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C3+1 4 1+C3+1 b 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+7 5 1+03+1 6 Q = _ W. 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 6 2+C4+2 5 NOTES; alta 'as°0 sauog 1)FRAME DIMENSIONS 75' 3().897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+P+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+Cp3+2 4 2+C4+2 5 2+C4+2 6 BARE SUCK WIDTH UOKHEIGHT(SEED VNNl/U1�� ,��' AnchorGrou B Anchor Grou D SHEETS 3.4).SASH SIZE IS ,• •`\OEI,ISC •••,'Q 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON Q�; it 28` 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 6 SHEETse•6, 4: X8705 No. 301 17.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1. 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT SHOWN,ROUND UP TO m 42° 20,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 6 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 6 1+C3+1 6 THE NEM AVAILABLE =-3', q` l7' = WIOTH OR HEIGHT 73 S rATE�� r'•�1 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 6 1+C3+1 b 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 6 1+C3+1 5 DIMENSION SHOWN ON ��'•.,F[OmoP•'�j��; 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 6 2+C2+2 2 2+C2+2 31.2+C2+2 4 2+C3+2 4 2+C3+2 6 2+C4+2 6 THE TABLE. �,FS, •••• ��".� 1 1 75` 36.697 2+C2+2 2 2+C2+2 3 2+C3+2 141 2+03+2 141 2+C4+2 151 2+04+2 151 2+C2+2 121 2+02+2 131 2+03+2 141 2+C3+2 4 2+C4+2 b 2+C4+2 6 3)SEE SHEET 9FOR A ry SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.N 68705 TABLE 21: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor 6-8 Sash 3d'Height 38"Height 48"Helght 64"Height 63"Height 30"Height 36"Height 46"Height "'Hal Spacing for"Integral- Group F Wldth Head o Head ' Head Head Head -. Head ,9 Head Heed 'O Head Fin Installation 4" Relnf.Levet (in) E EIII &Sig -, &SIII 4 &Sill � &SIII , &SIII , &SIII � &SIII ' 8 Sill � &Slll R4 Anchor Group A Anchor Group C ri na,a nc cp kc wNt,a 26-112" 12.147 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+i 4 S10AN 28" 13.397 1+C2+1 2 1+132+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 H ' 36" 17.397 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.387 Not Allowed 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 48" 23.397 1+132+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 L 60" 28.397 2+132+2 2 2+C2+2 3 2+132+2 4 2+132+2 4 2+132+2 4 n 75" 36.897 2+C2+2 2 2+132+2 3 2+C2+2 4 2+132+2 4 2+C3+2 4 Anchor Group B Anchor Group D 25-112" 12.147 1+C2+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 •"°y 28" 13.387 1+132+1 2 1+132+1 3 1+132+1 b 1+132+1 4 1+132+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 � T X. 17.387 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+C2+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+t 4 1+132+1 4 o to o m 42" 20;397 1+C2+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 4 1+C2+1 4 1+C2+1 4 a0 w°a 0 ij 48" 23.397 1+132+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 rU' N 80" 29.397 2+C2+2 2 2+C2+2 3 2+02+2 4 2+C2+2 4 2+C3+2 4 2+132+2 2 2+132+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O9 o a = 75" 1 38.897 1 2+C2+2 121 2+C2+2 131 2+C2+2 141 2+C2+2 14 2+C3+2 41 2+C2+2 2 2+C2+2 131 2+02+2 141 2+10 4 2+C2+2 4 Z ri to (0 UN0 SEE TABLE 11 FOR DESIGN PRESSURE WUW V X CJ7 TABLE 22: F W -0 Glass Types Anchor Quantities for XO or OX Windows 0GLASS814 78 MAY o do 10.12&14.16 8eah NOT BE USED Z 0.ZLL Width 30"Height 38"Height 48"Height 54"Height 63"Helght 76"Height 30"Height 36"Height 46"Height 64"Height 63"Height 76"Height WITH J•CHANNEL �~ W O Head Head HeadIII Heed Head Head Head IIIHead Head IIIHead IIIHead Head OR INTEGRAL FIN r RelnE Level (in) &SIII &SIII &SIII &SIII m &SIII &SI11 &SIII &SIII m &Sill &9gl &SillIII &SIII FRAMES '+ > > > -i -+ -> > > -� Z 0 wws Anchor Group A Anchor Group C ? � 25-112' 12.147 1+C2+1 2 i+C2+1 3' 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 6 Cl �, Z 28" 13,397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+133+1 5 1+03+1 6 � Z a°°s 36" 17.397 1+C2+1 2 1+C2+1 3 1+132+1 4 1+133+1 4 1+133+1 6 1+C4+1 5 0 = N GO 42" • 20.397 NOtAIIOWed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+C3+1 6 1+C4+1 5 UZ O In g 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 A1+1A Q 3: :C 8o" 29.397 2+C2+2 2 2+132+2 3 2+03+2 4 2+C3+2 4 2+C4+2 6 NOTES: °77V •°so0 °Nos 75" 38.897 2+C2+2 2 2+132+2 3 2+133+2 4 2+134+2 4 2+134+2 8 1)FRAME DIMENSIONS ARE BUCK WIDTH AND �� y LYNN Anchor Group 0 Anchor Group 0 BUCK HEIGHT(SEE `� �lN.••••..... SHEETS 3.4).SASH SIZE IS @',•'' 1•ICENg'' 25.112" 12.147 5102+i 2 1+C2+1 3 1+C2+1 4 1+132+1 4 1+02+1 6 1+C3+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 A6 PER THE FIGURES ON �'r' P •��' 28" 13.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+i 4 1+C2+1 4 1+C3+1 15 1+133+1 6 SHEETS M. _ Nc•58705 38" 17.387 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+03+1 6 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+133+1 4 1+C3+1 15 1+C4+1 5 2)FOR SIZES NOT 0 SHOWN,ROUND UP TO 9 42" 20.397 1+02+1 2 ' 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+04+1 6 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 THE NEXT AVAILABLE 48" 23.397 1+102+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 5 1+134+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT Sc r DIMENSION SHOWN ON ��i�ss'•�OnIDA,,.•'�t1�� 60" 29.397 1 2+132+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+134+2 5 2+(:4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+133+2 4 2+C4+2 6 2+C4+2 5 THE TABLE. �01VAI V,0 75" 36.887 1 2+C2+2 121 2+C2+2 131 2+C3+2 141 2+C4+2 141 2+C4+2 151 2+C4+2 6 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 51 2+C4+2 B 3)SEE SHEET 9FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.N 60705 TABLE 23: Glass Typos Anchor Quantities for XOX Windows 5-8 Sash 24'Height 30'Height 3B`Height 4B•Height 54'Height 63'Height 24•Haight 30•Height 38•Height 48•Height 54'Heigh 63'Haight Sash Width y a a a a a a 1,01 a a c Configuration Range Qn) Head&SIII Head&SIII Hood&SOI Head a SIII Heed&Sill Hood&Sill Head 8 8111 Hood&SIO Hood&Sill Head&Silt Hood&SBI Hoed&SIII Roin1.Level R3 Anchor Group A Anchor Group C 35-1/41 ya-yS-ya 111.391-11.381 1+C2+0+C2+1 21+02+0+0'1+121+C2+O+C2+1 31+C2+0+C2+141402+0+02+141+C2+0+C2+14 1402+D+C2+1 21+C2+0+C2+121+C2+0+02+1 31+C2+0+C2+1414C2+0+C2+141+02+0+C2+14 �pprovedaecomplying wuhlh. FlgrWa Idln Co 36` Ys-%-Ye 12.308-12.308 1402+0+C2+1 2 1+02+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 14,02+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C1+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Dale NOAH 46.1/0` Y4-%.Y, 111.391-113.397 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+02+O+C2+1 3 1+02+0+C2+1 4 1402+0+02+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 4m asdeProduct yS-Ya 35 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 2 14C2+D+02+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+0+02+1 4 Br. 47.114' Y4-Ya_y; 11.391-12.297 14C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+14C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+02+1 4 %-Y-% 12.298-16.658 1+C2+0+C2+1 2 1+C2+0401+1 2 1+02+0+02+1 3 1+C2+0+02+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1+02+0+01+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391.12.016 1+C2+1+02+1 211+,02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2,1+02+1402+1 3 1+C2+1+C2+1 411+02+902+1 4 1+C2+1+C2+1 4 62-118' Y,-Y2-Y4 12.017-13.397 1+02+1+02+1 2 902+14C2+1 2 1+C2+1+0241 3 1+C2+1402+1 4 1+02+1+C2+1 4 1402+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+029+C2+1 3 14C2+1+C2+1 4 1+C2+1+C2+1 4 1402+1402+1 4 a �4 yS-Ys-X 13.398.17.016 1402+0+C2+1 2 14C2+0+02+1 2 1+C2+0+C2+1 3 14C2+0+C2+1 4 1402+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+p+C2N 4 1+C2+O+C2+1 4 m Custom 11.391-13.397 1+C2+14C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2N+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2N 3 1+C2+1+02+1 4 1402+1402+1 411+02+14C2+1 4 60` Y4-)S-y4 13,388.16.360 1+C2+1+C2+1 2 1!C2+14C2+1 2 1+C2+14C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C1+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 411402+1+C2+1 4 r U) %-ys% 16.381-19.641 1+C2+0+C2+1 2 14 2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1402+O+C2+1 2 9C240+C2+1 2 1+C2+0+C2+1 3 9C2+O+C2+1 4 1402+0+C2+1 4 1+C2+O+C2+1 4 W ?' •oa > r Custom 11.391-13.397 1+C2+3+C2+1 2 1+02+34C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+0243+C2N 2 902+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2H b 1+C2+3+C2+1 4 o tQ O 75' %-%.Y, 13.398.19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 14C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+24C2+1 4 1+C2+2+C2+1 4 Ix 0 -yS 19.111.24.641 1+c2+1402+1 2 1+C2+1402+1 2 1+C2+14C2+1 3 1+C2+1402+1 4 1+C2+14C2+1 4 1+C2+1+C2+1 4 9C2+1+C2+1 2 1+02+1402+1 211+02+1+02+1 s t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 to v e1aQ to Custom 18.380-18.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1402+3+02+1 4 1+C2+3+C2+1 4 1+C3+3403+1 4 1+C2+3+C2+1 2 1402+3+C2+1 2 1+02+3+C2+1 3 1402+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 UO C4 N -7 eB• yS-Ya-yi 18.398-24.380 1+C2+3+02+1 2 1402*3+C2+1 2 1402+3+C2+1 3 1*C2+3+02+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+34C2+1 4 1+C2+3+C2+1 4 -I o o = yS X-35 24.381-30.380 1+C2+2+cz+1 2 1402+2+02+1 2 1+c2+2+02+1 3 1+C2+2+C2+1 4 1+cz+2+C2+1 4 1+c3+2+03+1 4 1401+2+C2+1 2 1+C2+2+C2+1 2 1+D2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+c2+1 4 1+C2+2+C2+1 4 =t�l ti uaaQ 120• y:-yS-Y+ '• -30.380 1+c2+34D2H 2 1402+3+0241 2 1+C2+3+02+1 3 1+02+3+02+1 4 1+C2+3+C2+1 4 1+c3+3+C3+1 4 1tcz+3+C2+1 2 1402+3+D2+1 2 1+C2+3+C2+1 3 1402+3+C2+1 4 1+C2+3+CZ+1 4 1+C2+3+C2+1 4 U(D X a rn Anchor Group B Anchor Group D F�Zl m O - 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Custom 15.380-19.387 1+0243+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+02+3+02+1 4 1402+3+02+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+34C2+1 4 ��`�:.•'1\CGNSF'.FP �i Be- y;-yS-Y. 19.388-24.380 902+3+C2 12 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+cz+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 14a+3+02+1 2 1+02+3+C2N 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4.1+C2+3+02+ 4 �� t4,.50705 t�r ys-%-% 24.361-30.360 1+02+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+02+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+C2+2+02+1 2 1+0242+02+1 2 1+C2*2+C2+1 3 1402+2+C2+1 4 1+C2+2+02+1 b 1+C2+2+C2+1 4 - 12(r yi-yS-yi •• -30.360 1402+3402+1 2 1+C2+3+02+1 2 1+C2+3+02+1 3 14C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1402+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1402+3+C2+1 WINDOW WIDTH•69.20 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE ��, •,I r�V �U` SYA(C•o MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). %� •FL01Z1D�;.•'('yam Max.Anchor O.C. Anchor Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS&S. Spacing for"Integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �/�S�UNA�• ��` 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. r 11 I I I 1 1 Fin"Installation 2,9" 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 A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.N 58705 TABLE 24: Gloss Typas Anchor Quantlda8 for XOX Windows 6&8 Sash 24-Height 30'Haight 38'Height 48'Height 64'Helghl63'Haight 24-Haight 3D'Holght 38'Height 48'Haight 54'Haight B3'Height Sash width Configuration Ran e n �' a a a a a a P1 1 a a Relnf Le1el 0 Q) Head 6 SIII Head&S01 1 N1 11 Head 8 SIII Flood 8 SIII Head 8 Sill Head&SIII Head 8 SUI Heed 8 SIII Head 8 9111 Hoed 8 SIII Head fl 8111 0 Hood fl SIII la R4 Anchor Group A Anchor Group C Apprared n rnnpylaa uilh Al, 35.14' 1 Y-A-Y 111.3911-11.391 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1402+0+5+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 elarida Idl C �I 38' Y-%-Y 12,308.12.308 1+C2+0+02+1 211+C2+0+02+11 2 1+C2+O+C2+1 3 1402+0+C2+1 4 1402+0+C2+1 4 1+C2+O+C2+1 4 MOAN t7 Y.Ya.Y 11.391-13.397 1+C2+0+C2*1 2 1+C2+0+C2N 2 1+C2+0+C2*1 3 1+C2+0+02+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 4 km a deProducl 46 1/8' 1+C2+0+C2+1 2 1+C2+O+C2+1 211+02+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 411+C2+0402+1 4 Y-Y-Ya 19.388.14.083 �'. 47.314' y4-%-y4 11.991-12.287 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 Y-Ya-Y 12.288.16.658 1+C2+0+C2+1 2 140240+C2+1 2 1+C2tC+C2+1 3 14C2+O*C2+1 4 1+C2+O+C2f1 41`14C 2+0*C2+1 4 Custom 11.391-12.018 14C2+14C2+1 2 1+C2+1+02+1 21+C2+1+02+1 3 1+02+1402+1 4 14C2+1+C2+1 411+02+1+02+1 4 52-1/fl' Y-Ya-Y 12.017-13.397 14C2*14C2+1 2 1+C2+1+C2N 2 1+02+1+C2*1 3 1402+1+C2N 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 w Y Y-Y-/a 13.388-17.018 1*C2+p+C2f1 2 1+0240+C2*1 2 1+C2+D+C2+1 3 1+0240+C2N 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 a im3 1+C2+1+C2+1 2 1+C2+1+02+1 2 l+C2+1+02+1 3 1+02+1+C2+1 4 1402+1+C2+1 4 1+C2+1+C2+1 4 Y Custom 11.381-13.387 NOtAIIOWed � 80' Y4-%-Y4 13.398-15.360 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+02+1 4 U) +� to Y-Ya-YS 16.381-10.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Cualom 11.391-13.397 1+C2+3+02+1 2 1+C2+3+02+1 2 1+C2+3*C2+1 3 1+02+3+C2+1 4 1402+3+C2+1 4 1+C2+3+02+1 4 O O 76' Y-Y-Y 13.388-19.110 1aC2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+C2+2+C2+1 4 0 oleo o Yi Y-Y 18.111-24.041 1*C241fC2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2*1 4 1+C2N+C2N 4 C9 N ^ � Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 411+02+3+C2+1 4 O N 08' Y-Y-Y 18.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+34C2+1 4 p-j N- o -a d %-%-% 24,361.30.380 1+C2+2+02+1 2 1+C2+2+C2N 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 HC2+2+C2N 4 1+C2+2+C2+1 4 Z°• in u r° r 120' Y-%-Y " -30.380 1+C2+3+C2N 2 1+C2+3+C2+1 2 1+C2+3+C2N 3 1*C2+3+C2+1 4 1+02+3*C2+1 4 1+02+34C2+1 4 u0�1J z O W *N Anchor Group 8 Anchor Group D F- 000 `� J J oxo 36.1/4' ]4-Ya-Ys 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+0+C2+1 4 1+C2+O+C2+1 4 1+C240+C2+1 4 1+C2+0+C2+1 2 1+02+0+02+1 2 14C240+C2+1 3 1+C2+04C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 0> p'd 38' Ya-Ya-Ya 12.308-12.308 NC2+O+C2+1 2 1+02+0+C2+1 2 1*C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 14C2*0+C2N 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z d Z .. LL 45 1/B' Y-Ya-Y 11.391-13.397 1+C2+0+C2+1 2 14C240+C2+1 2 1402+0+C2+1 3 1+C2+D+C2+1 4 1+0240+C2+1 4 1+C240+02+1 4 1+C2+0+C2+1 2 1+C240+02+1 2 1+C2+0+C2+1 3 1402+0+C2N 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 U Y-DS-Ya 13.398-14.883 1+C2+O+C2+1 2 1402+0+C2+1 2 1+02+O+C2+1 3 14C2+D+C2+1 4 1+C2+0+02+1 4 1+C2+0+02+1 4 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+02+0+02+1 3 1+C2+D+C2N 4 1402+0+02+1 4 1402+0+02+1 4 J 473/4' wqS Y%-% 11.391.12.287 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2N+02+1 3 1+C2+1+C2+1 4 1+C2N*C2+1 4 1+C2+1+C2+1 4 w lW /a Y-Yi 12.298-16.558 1+C2+O+C2+1 2 l*C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2f0+C2*1 2 1+C2+O+02+1 2 1+C2+O+C2N 3 1+C2f0+0241 4 1fC2f0+C2N 4 14C2+0*C241 4 3§ii Fz,• Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1402+1 2 1+C2+1+0241 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 211+C2+1+02+1,2 1+02+1+02+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4,1+02+1+02+1,4. Z 52.118' Y-Ya-Y 12.017.13.387 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+02+1+C2+1 211+02+1+02+1 2 1+C2+14C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1*C2+1 4 3 0 Z B0 Ya-)'i-Ya 13,398-17.016 1+02+0+C2+1 2 1402+0402+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C240+C2N 4 1+C240+C2+1 2 1+C2+O+C2+1 2 1+0240+C2+1 3 1402+0+C2+1 4 14C240+C2N 4 1+C2+0+C2+1 4 U. = N O Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+14C2+1 2 14C2+1+C2+1 3 1+C2+1+02+1 4 1+02+1+C2+114 1402+1+C2+1 4 1+C2+1+C2+1 2 1402+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 g U tY 80' Y-Y-Y 13.388-16.360 1+C2+1+C2+1 2 1+C2+1+02+1 2 1402+1+C2+1 3 1+C2+1+02+1 4 1402+1+C2+1 4 1402+1+C2+1 4 1402*1+0241 2 1+C2+1+02+1 2 1*C2N+C2f1 3 1+02+1+C2*t 4 1402*1fC2+1 4 1+C2►1+C2*1 4 u Q = Y-%-Y, 16.301-19.841 1402+0+C2+1 2 1+02*04C2N 2 1+C2+0+C2+1 3 1+C240+02+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0402+1 2 1+02+0+C2+1 2 1+C2*0+C2+1 3 1+C2+O+C2+1 4 1402+OfC2+1 4 1+02+0+02+1 4 = Custom 11.391-13.397 1+C2+3+C2+1 2 1+0243+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1402+3+C2+1 4 1+C2+3+C2+1 4 1402+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1402+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 app •asnD corms 76' Y-fS-YZ 19118•24.841 140241+C2*1 gi+C2+2+02+1 2 1+C2N*C2N 3 1+02+1+02+1 4 1+C2+1402+1 4 HC2+1+C2N 4 1+02+1+C2N 2 1402+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2N+C2*1 4 1+C2+1+C2+1 4 `\� pNIILYNN Custom 18.98D-18.387 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+02*1 4 1+C2+3+C2+1 4 1402+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+0243+C2+1 4 1fC2+3+C2N 4 �. �tOENSF ,, P 98' Y-34-Y. 19.398-24.360 1+02+3+0241 2 1+0243+0241 3 1+C2r3*02+1 4 1*C2+340241 4 1+02+3+C2+i l 1+0243+C2+1 2 1+C2+3+C2+1 2 1rC2+3+02+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1*C2+3+02+1 4 •;r;' No 58705 Yi-Ya-Ya 24.381-30.380 1+02+2+C2*1 2 14C2f2*C2+1 3 1+02+2+0241 4 1+0242+02+1 4 140242+C2+1 4 1402+2402+1 2 1402+2+C2+1 2 1+C2+2+02+1 3 1+C2+2*C2+1 4 1+C2+2+02+1 4 1+C2+2+C2N 4120' Y+-)S-Y ' •30.380 1402+3402+1 2 1402+3+02+1 3 1+C2+3+C2N 4 1+C2+3+0241 4 1402+3+02+1 4 140243*02+1 2 1402+3+02+1 2 1+02+3+0241 3 1+C2r3*C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 ,q ` r7-s ,: SEE TABLE 13 FOR DESIGN PRESSURE , SU`' WINDOW WIDTH-6928 S,TE MIN.SASH SIZE_ NOTES:11)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4), �T '••..........FCORIDP•''•ljam: Max.Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. CC Spacing for"Integral- Group F 32)FOR SIZES)SEE SHEET 9 FOR AWN,DROUND E TO U8 GUINTO GT THE TABLENEXT S AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i,,'910 4 Fin"Installation 4- 4)`114.1/2-1/4'AND-1/3.1/3.1/3'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 SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.059705 TABLE 26: Glass Typos Anchor Quantities for XOX Windowo 7&B Sash 241 Haight 30'Haight 36'Height 46•Height 54'Height 03'Holght 241 Height 30'Height' 36-Height 48'Haight 64•Holahl 03'Haight Sash Width Configuration Range Q. Hood&Sill a Head&Sill Heed&SIB s Head&SDI a Head&Bill Hoed&SOI Head&SOI Hood&Bill Heed&SIS c Heed&SRI Head&SBI Head&Sill g Relnt Level P1 I'l' 0 1 R4 Anchor Group A Anchor Gmup C Approsed a*mmp(yloy whh tb 35.114• K-yr-K 11.391-11.391 1+C24O*C2*1 2 1+C2+0+C2+1 2 14C2*04C241 3 1*C240*C2*1 4 1+C2+O+C2+1 4 1+C2404C2+1 4 FloIt dl C 5 36' ys•K-K 12.308-12.308 11-C2-04C2+1 2 1*C2+0*02+1 2 I+C2+0*C2+1 3 1+C2*0•C2+1 4 1+C240+C2+1 4 1+C2+0.02+1 4 HOAR 11,391-13.397 13.390-U.803 Br 14C2.0*C2+1 2 1+C2+O+C2+1 2 I+C2*0+C2+1 3 1•C2+O+C2+1 4 1+C2+0*C2+1 4 1*C2404C2+1 4 i mi0 deProductC 451/0• 14C2+O+C2+1 2 1+02+04C2+1 2 I+C2+04C2+1 3 1+C2+0*C2+1 4 1+C2+0*C2+1 4 1+C2+0*C2+1 4 . K-K•K 47 /4' K_K•K 11.391-12.297 1+C2+14C2+1 2 1+C2+14C2+1 2 1+C2+14C2+1 3 1+C2+1+C241 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 K•%.% 12.298.15.558 1+C240+C2+1 2 1+C2+0+C2+1 2 1+C240+C2+1 3 1413240*C2+1 4 1+C2+0+02+1 4 1+C2*O*C2+1 4 Custom 11.391-12.016 1+C2+1*02+1 2 14C2+I*C2+1 2 1+C2+1+C2+1 3 1 1+C2414C2+ 4 1+C2414C2*1 4 1+C2+1•C2+1 4 rc 62-1/8' gy,%%-R- 12.017-13.397 1+C2+1+C2+1 2 1*132+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+02+1 4 1+02+1402+1 4 1+C2+1+C2+1 4 13.390-17.016 1402+0+C2+1 2 1+C2+O+C2+1 2 I+C2404C2+1 3 1+C2404C2+1 4 1+0240+C2+1 4 1+0240+C2+1 4am11.391-13.397 NotAllowed 1+C2+1+C2+1 2 14C2+1402+1 2 I+C2+1+C2+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 4 lq S2 80' 13.396-16.300 1+C2+1+02+1 2 1+C2+14132+1 2 I+C2+1+C2+1 3 1+C2+14C241 4 1+C2+14C2+1 4 1+C2+14C2*1 4 (() W,15.301-19.041 1+C2+0+C2+1 2 1+C2+O*C2+1 2 I+C2+0+C2+1 3 1+C2+0402+1 4 1+132+O+C2+1 4 1+C2+0+C2+1 411.391.13.397 1+C2+3*C241 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2+3*C2+1 4 1+C2+3+02+1 4 1+C2+34C2+1 4co C 75• %_y1.K 13 398.19.110 1402+2402+1 2 f*C2+2+CZ+1 2 1+C2+24C2+1 3 1+C2*2+C2+1 4 I+C2+2+C2+1 4 1+C2*2+C2+1 4 p sled Q K.ye_j/u 119.111-24.041 1+C2+1*C2+1 2 14C2+14C2+1 2 I+C2+14C2+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4 1*C2+14C2+1 4 }n04 n Custom 110.300.19,397 1+C2+34C2+1 2 1+C2+3*C2+1 2 f+C2+3+C2+1 3 1+C2+3+C2*1 4 NC2+3+C2+1 4 1+C2+3+C2+1 4 p C4 98' Y4-K-)G 19.398-24.300 1+C2+3+C2*1 2 1+C2+3402+1 2 1+C2+34C2+1 3 1+C2+34C2+1 4 1+C2+3+C2+1 4 1+133+3403+1 4 O-•I m C uxol -K-K 24.351-30.380 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+24C2+1 3 1+02+2402*1 4 1+C2+2402+1 4 1+03+2+133+1 4 Z L LL �f�J.. 120• K-K-Y4 ' -30.360 1+C2+3.132+1 2 1+C2+3+C2+1 2 I+C2+3*C2+1 3 1+132*3+132+1 4 1+C2+3+C2+1 4 1+C3434r3+1 4 W"W V in d L4 'N • Anchor Groupe AnchorGroupD F„zi m O J atw 35-1/4' K•K•K 11.391-11.391 1+132*0+132*1 2 1*132+0402+1 2 1+C2*O+C2+1 3 14C2+O+C2+1 4 1*C2+0*C2H 4 1*C2+O+C2+1 4 140240*C2+1 2 1+C2+O+C2+1 2 I+C2+0402+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2•O+C2+1 4 0 5 0 0 J O 3B' K•Ye-K 12.308.12.308 1+02.0+02+1 2 1+132+O+C2+1 2 1*C240+C2+1 3 1+C240*C2+1 4 1402+0+C2+1 4 1+C2+O+C2+1 4 1*C2+O*C2*1 2 1+G2*O*C2+1 2 1+C2*04C2+1 3 1+C240+C2+1 4 1+C2*0+6241 4 1+01+0+02+1 4 + Z d Z .. F.• U. 111 K_%-y4 11.391.13.397 1+C2+0+C2+1 2 1+C24g+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2.1 4 1+C2+0+C2+1 4 1402+0*C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+0240*C2+1 3 1.0240#C2+1 4 1+C2404C2+1 4 1+C2+0+02+1 4 J Q 45-IIW yi•K_K 13.398-14.603 1+C2*04C2+1 2 1+C2*O+C2+1 2 NC2+O+C2+1 3 1*C2+0+C2+1 4 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2*0.02+1 2 1+C2+0+C2+1 2 1+C2+0*C2+1 3 1*C2404CZ+1 4 1+C2+0+C2+1 4 1+C240+C2+1 4 Q v y4-y,.3( 11.391-12.297 1+C2+1+C2+1 2 1+C2*14C2.1 2 1+132+1.0241 3 1402+1+C2+1 4 1+C2+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+C241 3 1+C2+1+C2+1 4 1*C2+1+02+1 4 1*C2+14C2+1 4 ® Z w ay3 47314' y.11 12.298-15.658 1+C2+0+C2+1 2 1+C2+04C2+1 2 1+0240+C2+1 3 1+C240+C2*1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+04C2+1 2 I+C2+0+02+1 3 1+C240*C2+1 4 1+C2*O+C2+1 4 1*02+0.02+1 4 + � J N Custom 11.391-12.016 14C2414C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1•C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1*C2+1 4 1+C2*14CZ+1 2 I+C2+1402+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 'b2-1/8• Y-K-% 12.017-13.397 1+132+1+C2+1 2 1+C2*NC2+1 2 1+C2414C2*1 3 1+C2+14C2+1 4 1402+1+C2+1 4 14C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+14C2+1 2 I+C2+14132+1 3 1•C2+14C2*1 4 1+C2+1+C2+1 4 1+C•2+1+C2*1 4 C 0 aloag %.%.% 13.396-17.016 1+C2+0402*1 2 1+C2+O*C2+1 2 1+C2+O+C2+1 3 140240+C2*1 4 NC2+O*C2+1 4 1+C2+O*C2+1 4 1+C2+0402+1 2 1*C2+0*C2+1 2 t+C2+0402+1 3 1+C2404C2+1 4 1+C2+0+C2+1 4.1+C2+0-02+1 4 N O mCustom 11.391-13.397 I+C2+1+C2+1 2 1+C2+I+C2+1 2 1+C2+1+02+1 3 1402*1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2+14C2+1 2 1+C2+1*C2+1 2 I*13241+02+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14132+1 4 0 (� tD 80• y.yi.y 13,398-15.360 1+C2+14C2+1 2 1+C2+1+C2+1 2 1*C2+14C2+1 3 1+02+1+C2+1 4 I+C2+1*C2+1 4 14C2+1+C2+1 4 1+C2+1+C2+1 2 NC2+1402+1 2 1402+HC2+1 3 HC2+1+C2+1 4 1*C2+14C2+1 4 1+132+1+132+1 4 U _ � K-K-yj 16.381.19.641 1+C2+0+C2+I 2 HC2+O+C2+1 2 1+C2+0+C2+1 3 I+C2*0+C2+1 4 1+C2+0+132+1 4 1403+0•C3+1 4 1+0240+C2N 2 1+C2+0+C2+1 2 I+C2+0*C2+1 3 1+C2+0*C2+1 4 1+C2+0*C2+1 4 14C2404C2+1 4 = Custom 11.391-13.397 1+C2*3+132*1 2 1+132+3+C2+1 2 1+C2*3402+1 3 1402*3+132+1 4 I+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+34C2+1 2 1+132+3+02+1 2 f+C2+3+C2+1 3 1+C2+34C2+1 4 1+132+3+C2+1 4 1+C2+3+C2+1 4 ego 'ossa sopog T6' K.K_y 13.390-19.110 1402+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 14C2424C241 4 1402+2+C2+1 4 1403+24C3+1 4 1+C2+24132+1 2 14C2+2402+1 2 1+C2+24C2+1 3 14C2+24C241 4 I+C2*2+C2+1 4 1+C2+2+C2+1 4 K.K.K 19.111-24.841 1+C2+1+C2*i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C241+C2+14 14C2+1*C2+1 4 1+03+1+C3+1 4 1+C2+1402+1 2 1+C2+1+C2+1 2 1*132+1+132+1 3 1+132+1402+1 4 1+C2+14C2+1 4 1+c2+1402+1 4 `�� oo LYNN 4/1�`�ii, Custom 10.360-19.387 1*02+3+132+1 2 1+132+3+02+1 2 HC2+3*C2+1 3 1+132*3*02+1 4 1+132*3*132+1 4 1*133*3+0341 4 1+132+3*132+1 Ei+C2+2+C2+1 +C2+1 2 1*132*3+132+1t31+C2+3+C2+il *132+3*132*1 4 1+132+3402+1 4 1*132+3+02+1 4 `� ,•''l10ENS�c''•,Fp 90• y.Jr,.y 19.398.24.380 I+132+3*132+1 2 1+02.3+02+1 2 1*132+3+02+1 3 HC2+3+132+1 4 1402.3+02+1 4 +103.3.03+1 4 1*132+3+C2+1 4C2+1 2 f+C2•34C24140243+132+1 4 1+C2*3+C2N 4 1+CS+3*132N 4 jjj-y,_y 24.301-30.380 1+132*2+132+1 2 1+C2+2*C2+1 2 1+C2*2*C2+1 3 1+C2+24C2+1 4 l-tC2+2+C2+1 4 14C3+2+03+1 4 1+C2+2*C2+1 2 I+C2+24C2+1 +C2+24C2+f 4 1+C2+2+132+1 4 1+C2+2+C2+1 4No.50%OSy.-K-K -30.360 1+C2+3+C21+ +3+02.1 1+02+3+C2+1 3 HC2+3+C2+1 4 HC2+3+C2+1 4 1*C3+3+133+1 4 1+C2+3+C2+1 402+1 2 NC2*3+C2+14 1402+3+132*14 1+C2+3+C2+1 4 WINDOW WIDTH-bB28 NOTES: SEE TABLE 14 FOR DESIGN PRESSURE 7 '• "\J �rj' •;'BILI MIN.SASH SIZE_ N T : 0. Of Max.Anchor O.C. ARChOf 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND SUCK HEIGHT(SEE SHEETS 34).SASH SIZE ISAS PER THE C�'. PLOIiIOP.•'��_�1 FIGURES ON SHEETS". �j S, ••.•,,,,,. Spacing for"Integral- croup F 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��t',910O Ud-IN-G THESE TABLES. N��,Irl-NI, ` 011101, Fin"Installation 3,7" 4j IMA11 1/4SEE T AND-1/3-1/3-113-1INDICATE 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 SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E ft 68705 TABLE 26: Glass Types Anchor Quantities forXOX Windows 10.12 Such 24'Haight Hal hl 301 Haight 48•Height 64'Height 63'Height 24'Haight 30'Haight 8Height 48'Height Hht 63'Hol hl Beth Configuration RonselOn) Head d Bill Head 8 Sill Hood&6111 Head&618 Road&6111 Head 8,6111 Head&SBI Hoed&S8,1 Hood&98 Head 8 Sill /lead a 618 Head 6 Sill Raln1.Leel R4 A I 141 ill Anchor Group A Anchor Group C 35114' Y-Y-Y 11.391-11.391 1aC240+C2+1 2 1+C2+0&+C2+1 2 1*C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+02+D+C2+1 4 38' Ys-Y-Y 12.308-112.308 1+C2+0*C2+1 2 1+C2+0+C2+1 2 1+02+9+C2+1 3 1402*9+C2+1 4 i+C2+0+C2+1 4 1+C240+C2+1 4 Appa'drseooplyfywk6�iL 461/6• Y-Y")' 11.391-13.387 1+.C2+0+C•2+1214C2+0+C2+121+02+0+02+1 314C24O*C2+141+C2+0+C2+1 41►p+04p+1 4 � Y- -Y 13.398-14.683 14C240+C2+1 2 1*C2+0+C2*1 2 1+C2+0+C2+1 3 4+C2+0+C2+1 4 1+C2+0+02+1 4 1+C3+0+C3+1 4 �1p 47.314' Y'Y"Y 11.391•12.297 1*C240+C2+1 2 14C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+q+0+03+1 4 1+03+0+03+1 4 Ys 12.288.16.656 1+C240+C2+1 2 1+C2*O+C2+1 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 i+p+04C3+1 4 1403+o+q+1 4 �•- Cuslom 11.391•12.016 1+C2+0+C2+1 2 1402+0+C2+1 2 14C240+C2+1 3 1+C3*04p+1 4 1*p+0+C3+1 4 1+C3+0+03+1 4 62.118' Y4-%-Y4 12.017.13.397 1+02+0+C2+1 2 1+C2+O+p+1 2 1+C2+0+C2+1 3 1+03+D+C3+1 4 1+03+0+03+1 4 1+03+0+03+1 4 %-Y-Y 13.308-17.010 HC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2*0+C2+1 3 1+C240+C2+1 4 1+03+O+p0 4 1+03+0*C9+1 4 N Custom 11,391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C3+2+030 4 1+03+2+C3+1 4 L 60' Y-YrY 13.398-16.360 Not Allowed 1+C2+1+02+1 2 1+C2+2+C2+1 2 1+C2+2+CZ+1 3 1+C2+2+C2N 4 1+C3+2+03#1 4 1+4+2+03+1 4 a +_ 14C2404C2+1 2 1*C2+0+C2+1 2 14C2+0+C2+1 3 1+C3+0+p+1 4 1+03+0+03+1 4 1+04+0+04+1 4 IJ) Y Y- Y 16.301-19.041 Custom 11.391•13.397 1+02+2+C2+1 2 1+02+3+02+1 2 1+C2+3+Cd+1 3 1+02+3+C2+1 4 1+4+3+C3*1 4 1+q+3+C3+1 4 •nq5 76' Y-Y-Y 13.398-19.110 1402+2+02+1 2 1+C2+2*C2+1 2 1402+3+C2+1 3 1+03+3+03+1 4 1403+3+C3+1 4 1404+3.040 4 �Q•• Y-Y- 19.111.24.641 1+C2+0+C2+1 2 1+02+0+C2+1 2111403+043+11 311+03+0+C3+1 4 1+C4+0+040 4 1+C4+0+017 4 O d Custom 17.841•19.387 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+03+4+p+1 4 1+C3+4+C3+1 4 1+04+4+04+1 4 a!Dd 98' Y-Y•Y+ 19.398-24.360 1+C2+3402+1 2 1+C2+3+C2+1 2 1+C2*3+a+1 3 1+C3+4+03+1 4114C3+4+030 4 1+04+4+04+1 4 }h ^ in -;J%-Y 24,381•31,041 1+C2+2+02+1 2 2+02+2+C2+2 2 2+02+2+02+2 3 2+03+3+03+2 4 2403+3+03+2 4 2+04+3+04+2 4 O N ro e lY 120' Y4-%.Y4 29.641•32.616 2+C2+3+C2+2 2 2+C2+3+02+2 2 2+C2+3+C2+2 3 2+q+4403+2 4 2403+4+03+2 4 2+04+4+044 4 -1 N c u«a0 -Y-Y 32.618-38.641 2+02+2+C2+ 2 2+02+3402+2 2 2+C2+3+C2+2 3 2+03+3+03+2 4 2+CA+3+C4+2 4 2+C4+3+Gi+2 4 Z 140' Cullom •39.841 2+C2+3+C2+2 2 2+C2+3+C2+2 21242--+3+ +2 3 2+03+4+p*2 4 2+04+4+04+2 4 2+04+4+C4+2 4 WUW U_ X d fn ,• Anchor Group B Anchor Group D F z Do 0 2 co -1 5 a 351/4' Ya%-Y 11.391.11.391 1+C2+0*C2+1 2 1+02+O+Cbl 211+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C20 4 1+C240+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 311 4 1+02+O+C2+1 4 1+02+0+02+1 4 �0 311' Y A-% 12.308-12.308 1+C2+0+C2+1 2 f*C2+0+C2+1 2 1402+O+C2+1 3 1+C2*04C20 4 1+C2+0+C2+1 4 1402+0402+1 4 1+C2+D+C2+1 2 1+02+0+C2+1 2 1+C2+U+C2+1 3 l*C2+0+C2+1 4 1+C2+0+C2+1 4 14C240+CZ+1 4 Z 0.Z (Y LL 45118' %-Y-Y 11.381-13.397 1402+0+C2+1 2 1+02+0+C2*1 2 1+C2+0+C2+1 3 1+C24O*C2ti 4 1+03+0+03+1 4 1+C3+0+p+1 4 1*C24O+C2*1 2 1+02+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2*0+C20 4 1*03+0+C3+1 4 W Ya Y-Y 13.390-14.683 1+C2+04C2+1 2 1+C2+0*C2+1 2 1+C2+0+C2+1 3 1*0240+C2+1 4 1+C2*0+C2+1 4 1+p+0+C3+1 4 1+C240+C2+1 2 1•C2+0*C2+1 2 1+C2+0+C2+1 3 1+C2+o+C2+9 4 1+C2*0+C2+1 4 1+03+0+03+1 4 J Y-Y•Y 11.391-12.297 1+C2+D+C20 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1+C2*0+C2+1 A 1+03+0+C3+1 4 1+03+0403+1 4 1+C240+C2+1 2 l+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+03+0+C3+1 4 1+C3+0+C3+1 4 2 0 �- 47.314' IB+4S Y,-Y•Y 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C241 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 l*p+0+03+1 4 1+03+0+03+1 4 1+C2+0+C2+1 2 1+C2*0+C2+1 2 1+C2+0+C2+1 3 1+02+0+CZ+1 4 1+03+0+0+1 4 1+03+0+p+1 4 8 Q N Custom 11.301-12.010 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+03+1 4.1+0340+03+1 4 1+C2+0+C2*1 2 1+C2+0+C2+1 2 1+C2+0*C2+1 3 1+03+O+p#1 4 1+C3+0+03+1 4 1+03+O+C3+ 4 D Z 62.1/8' Y•Y-Y 12.017.13.387 1+C2+0+02+1 21140240+C2+1 2 1+C2+0+C2+1 3 1+C340+C3+1 4 1+03+0+C3+1 4 1403+0403+1 4 1+C2+0+C2+1 2 140240+C2+1 2 1+C2+0+C20 3 1+03+D+C3+1 4 1+C3+0+03+1 4 1+03+0+03+1 4 d i"' DD 34-T,--34- 13,398.17.018 1+0240+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 Hp+0+03+1 4 1+03+044+1 4 1403+0403+1 4 1+02+0+020 2 1402+0+020 2 1402+0+02+1 3 1+0240+020 4 1+03+03+03+1 4 140340+03+1 4 0 !O Custom 11.391•13,397 1+C2+2+02#1 2 1+C2+2+C2+1 211+02+2+C2#1 3 1+C2+2+C2+1 4 1+p+2+03+1 4 1+03+2+C3+1 4 1+C2+2+C2+1 2 1*C2+2+02+1 2 1+C2+2+C,2+1 3 1+02+2+02+1 4 1+03+2+q*1 4 144+2+03+i 4 O 0 N N 60" Y•Y•Y 13.398-16.380 l*C2+2+020 2 1+C2+2+C2+1 2 14C2+2+C2+1 3 1+02+2*C2+1 4 i+C3+2+03+1 4 1+q+2*C30 4 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+C2+1 3 14020+C2+1 4 1+C3O+030 4 1+C3+1+030 4 V - I[l Y-Y-Y 16,381•19.841 1+02+0+02+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+p+0+030 4 1+03.0+03+1 4 1+C4+0+04+1 4 t*C2+0+C2+1 2 1402+0+C20 211+C2+0+0+1 3 1+03+0+03+1 4 1+03+D+C3+1 4 1+C4+04C4+1 4 U a 0 _ Custom 11.391-13.387 1+02+3*C2+1 2 1+C2+3+0241 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C3+3+03+1 4 1+C3+3+4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3402+1 3 1+C2+3+C27 4 1+03+9+C30 4 1+03+3+07 4 76' R.M.Y. 13.388.19.110 1+C2*2+02+1 2 1*C2+3+C2O 2 1+C2+3+C2+1 3 1+03*3*03+1 4 1+03+3+03+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1402+2+C2+1 2 1402+2+C2+1 3 1+C3+2+C3+1 4 1+03+2+03+1 4 1+C4+2+C4+1 4 Dn!J 'D¢Dd¢auog Yj- Cue om 17,041•19.307 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 f+CB*4+C3+1 4 1+03+4+C3+1 4 1+C4+4+C4+1 4 1+02+3 C2+1 2 1+C2+3+C2+1 2 1+C2+3 C27 3 1+C3+4 C3+t 4 1*03+4 C3+1 4 1+04+4+C4+1141 \�� ntv LYNA'aj/ 116' Y.-Y,-y4 18.398-24.380 1+02+34020 2 1402+3+020 2 1+C2+4+027 3 1+03+4+03+1 4 1+C3+4+030 4 1+C4+44047 4 1+C2+2+C2+1 2 1+02+3*C2+1 2 1+C2+3+02+1 3 144+3+030 4 1+p+3+40 4 14CA+3+C4+1 4 ��`��''�10ENSF'•��ccp�� -Y•Y, 24.381-31.841 2+014240242 2 2+02+340242 2 2402+3.02+2 3 2403+3+03+2 4 2+q+3*03+2$42 04+3+C4+2 4 HC2+2+02+1 2 1402+2+027 2 1+02+2+02+1 3 1+03+2+037 4 144+2+03+1 4 1404+2+043+1 4 120 Y4-%-Y4 29.641.32.616 2+0243+C2+2 2 2402+3+C2+2 2 2+02+4+02+2 3 2+03+4+W+2 4 2+p+4403+20444+C4+2 4 2+C2+3+cz+2 2 2+C2+3+C2+2 2 2+C2+3+C242 3 2+03+4+C3+2 4 2403+4403+2 4 2+c1+4*04+2 a = 1�'1 +10.611%05 Y-Y,-Y 32.618.39.041 2+0243402+2 2 2402+3+02+2 2 2+02+3+02+2 3 2+0344403+2 4 2+0444+04+2 C5+4405+2 4 2402+2+02+2 2 2+02+3+02+2 2 2+02+3402+2 3 2+03+3+0342 4 2+04+3+04+24 2+04+3*C4+2 4 q` 1I140' Coelom -39.841 2+02+3+0242 2 2402+3+02+2 2 2+C2+4402.2 3 2+03+4+q+2 4 2+0444+04+205+4+05+2 4 2403+3+02+2 2 2+C2+3+02+2 2 2+02+3+02*2 3 2+03+4.03+2 4 2.04*A*04+2 4 2+04+4+041+2 4 •�?,O•.• STA E�F S NOTES: SEE TABLE 16 FOR DESIGN PRESSURE ,n R ,•��` 1)FRAMEDIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). %�•'••.�ORIOP,.•'G\ GLASS TYPES 10.12&14.10 "MIN,SASH SIZE_WND-QW WIDTH•60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. ,n1 ` MAY NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWNON THE TABLE. / r S�ON�L J•CHANNEL OR INTEGRAL 3)SEE SHEET 8 FOR A GUIDE TO USING THESE TABLES. •FIN FRAMES 4)'1/4.1/2-1/4'AND-1/3.1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHINTHE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.EJ158705 TABLE 21: Glass Types Anchor Quantities for XOX Windows 14.16 Sash Sash 24•Haight 30'Helght 38'Halghl 1 46'Halght 64'H.Iahl &T Hclgld 24'Hetghl 30'Height 1 36'Height I 46'Height 54'Helghl 63'Haight Conlaurellon Width Runt Level Range(10) Head&S91 Hood&S01 Wad&801111 Ri Head&SIII Head&SIII Head&810 Head&SIII ,� Head&SIO Head 6 SIOS Hoed&891 Head&618 S Head&811 R4 Anchor Group A Anchor Group 0 i 35.1/4' Y-Ys K 11.391-11.391 1+C2+0+C2+1 2 1402+0+C2♦1 2 1+02+0+C2+1 311#02+0+C2+1 4 1+C2+04C2+1 4 1+C2+0+C2+1 4 - -- 36' Y.K-Ys 12.308.12.306 1+C240+CZ+1 21+C2*04C2+121+02+0+C2+131+C2+0+C2+1 41+C240+C2+1 41+03+0+03*14 4pMBld�P4'bfwlae. Y-Y-Y 11.381-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O•C2+1 3 1*03+0+C3+1 4 1+03+0+03*1 4 1+04+0+04+1 4 ;".AV e rl 45-V6' K-Y-+ 13.398•14.083 1+C2+0+02+1 2 1402+0402+1 2 1402+0+02+1 3 1+p+0*C3+1 4 1+0340403+1 4 7+03+0403+14ml dePmderr c m47 4' Y.-Y,-Y. 11.391•12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O4C2+1 3 1+C3+0+C3+1 4 1+03+0+03+1 4 1+C4+0+04+1 4 K-K-Y 12.298.15.656 14C2404C2+1 2 1*C2+0+C2+1 2 1*C240+C2+1 3 1403+0+03+1 4 1+03+0+03.1 4 1+C3+O+C3+1 4 Oustorn 11.391-12.016 1+C240+C2+1 2 1*C240+C2*1 2 1+C3+O+C3+1 3 1+0340+03+1 4 1+0440+C4+1 4 1+04+0+04+1 4 62.1/6' Y-K-Y* 12.017.13,387 1+C2+0+C2+1 2 1*C2+O+C2+1 2 1+p+0+C3+1 3 t*03+0+C3+1 4 1+CA+0+04+1 4 1+04+0404+1 4 %-Y.-Y, 13.398.17.016 1aC2+0+02+1 2 1+C2*0+C2+1 2 1+03*040+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+04+G+C4+1 4 Custom 11.391•13.397 1+C2+2+C2+1 2 1402+2+0241 2 1+C2+2+C2*1 3 1+03+2+C3+1 411+C3+2+03+1 4 i+C4+2+04+1 4 ~ 603' Y.-K-Y• 13.396-16.360 NotAVowed 1+C2+1*02+1 2 1+C2+2*C2+1 2 1+02+2+C2+1 3 1+03+2+03+1 4 1+03+2+03M 4 1+04+2+04+1 4 K-Ys-Y+ 16.361.19,641 1402+04C2+1 2 14C2a0+C2+1 2 1+0340+C1+1 3 1+C4+0+04+1 4 1+04+0+C4+1 4 1403+04C5+•1 4 to Y Custom 11.391-13.397 1+02+2+C2+1 2 1402+3+C2+1 2 1+C2+3+C2+1 3 1+C3+34q+1 4 1+04+3+C4M 4 1404+3+04+1 4 (n •eoa. 75- YY.-Y. 13,396-19.110 1+C2+24C2+121402+24C2+1 21*C2+3*C2+131+C3+3+C3+141+04+3+0441 41+01+3+04+14 r K-Y.-K 19.111.24.641 1+C2+D+C2+1 2 1403+0+03+1 2 1+03+0+03+1 3 1+04+0+04+1 4 1+C5+0.03+1 4 1+CS+G*C6+1 4 O Q Custom 17.641•19.397 1+C2+34C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1403+4403+1 4 1.04+4+04+1 4 1+C4+4+C4+1 41 0 O r 96' Y,.%-Y. 19.308-24.360 1+C2+3+C2+1 2 1402+3+C2+1 2 1+C2+3*C2+1 3 1+CAM+04+1 4 1+0444.04+1 4 1+C4+3+C4M 4 }^ oloQ Q' to K-ya-% 24.361-31.641 i+C2*2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2404+3404+2 4 2+01+3+C4+2 4 1+C4+2404+1 4 N Y-Ye•Y. 29.641•32.615 2+C2+3+C2+ 2 2402+3+C2+2 2 24C2+3+C2+2 3 2+C4+4+04+2 4 2+04+4*C4+2 4 2+04+3+04+ 4 1-J i o 9 = UMaIQ 120' Ys 32.618-39.641 2+C2+2•C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+2 3 2+04+3+04+2 4 2+C4+3+04+2 4?*0443+04+2 4 z u• ^Li w 140' Custom " -39.641 2+C2+3+02+2 2 2+C2+3402+2 2 2+02+3+C2+ 3 2+C4+4*C4+ 4 2*04+4+04+2 4 2+C4+3404+2 4 U U_ X- d (n Anchor Group B AnchorOroup D 12 z m p J a'ON 35.114' %-Y.-% 11.301•11.391 1+CZ+O+C2+1 2 1+C2*0+C2+1 2 1+C240+C2+1 3 14C240+C2+1 4 1402+04C2+1 4 1+C24G+C2+1 4 1+C240+C2+1 2 1+C2*O+c2+1 2 1+C240+C2+1 3 14C2*G+C2+1 4 1+C240+C2M 4 1+C2+0+C2+1 4 0 Y J CO 38' %-Y.-Y. 12.309-12.308 14C2+O+C2M 2 HC2+O+C241 2 1+C2+O+C2+1 3 1+02+O+C2*1 4 1+C2+G+C2+1 4 1+0340+C3+1 4 1+C240+02+1 2 1+C2+0+C2+1 2 1402.0+02+1 3 1+02+0402+1 4 HC2+O+02+1 4 1+03+0403+1 4 o Z D Z Q: U- Y*-K-Y. 11.391-13.397 1+C2+0402*1 2 1+C2+0+02+1 2 1+C2+0+02+1 3 1+03+0+03+1 4 1+C3+0+C3+1 4 1+0440404+1 4 14C2+0+C2+1 2 1402+0+C2+1 2 1+02+0+C2+1 3 1+C340+C3+1 4 1+03+0+C3+1 4 t4C4+O+C4+1 4 ~ W 0 45.118' '/.-Y-Y 13.398.14.083 1+C2+0+C2+1 2 14C2+O+C2+1 2 1402+0+02+1 3 1*03+0+03+1 4 1+0340403*1 4 1+g40+pN 4 1*02+0+02+1 2 1*0240402+1 2 1+02+0+02*1 3 taC340+q+1 4 14C3*O+03+1 4 1*C3+0+03+1 4 0 Y4-y-% 11.301•12.287 14D2*0+(12+1 2 140240.02+1 2 1*02+0.02+1 3 1+03+0aq*1 4 1*03+0+03+1 4 1404+0+04+1 4 1+0240402+1 2 14C2+0+02+1 2 1.0240402+1 3 140340+0341 4 1+03+0+03+1 4 1+04+"+1 4 0Z - as 47x/4' Y-Y,-s 12.208-16.SSS 1+p+0+02+1 2 HC2+04C2+1 2 1+02a0+C2+1 3 Np+G+p+1 4 1+03+0+03+/4 1403.0403+1 4 1402+0+02+1 2 1+02.0+02+1 2 1+0240+02+13 1+03+0+03+1 4 1+0340.03+14 t+p*O+p+1 4 o Q' I 4s Q J (1) Custom 11.391•12.016 1+C240+C2+1 2 14C2404C2+1 2 1+03+0+03+1 3 1+03+0*C3+1 4 1+C4+0404+1 4 1+04+0+04+1 4 1+02+0402+1 2 1+02+0+C2+1 2 1403*0+C3+1 3 1+03+0#03+1 4 1404+0+04+1 4 1+0440404+1 4 M Z Q Z 62.1/6' Y,-%.Y, 12.017.13.397 14C2*0+C2+1 2 1+02+O+C2+1 2 1+03+0+C3+1 3 1+C3*0+C3+1 4 1+C4+0+01+1 4 1.04+D4C4+1 4 14C2+0+C2+1 2 14C2+O+C2+1 2 4+C3+6+C3+1 3 1+03*D+C3+1 4 1+Caro+04+1 4 1404+0404+1 4 d K-K-Ys 113.308.17.018 1+C240+C1+1 2 1*C2+0+02+1 Z 1+C3+0+C3+1 3 1+03+0+03+1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C2*0+C2+1 2 i+C2+0402+1 2 1+C3*0+C7+1 EI*C4+0404+1 C3+1 4 1+C4404C4+1 4 1+04+0+04+1 4 nlaes Custom 11.381-13.397 1402+2+C2+1 2 1+C2+2+02+1 2 1+C2*2+C2+1 3 l*C3+2+03+1 4 1+C3+2+03+1 4 1.04+2+04+1 4 1+02+2+C2+1 2 1402+2+C2+1 2 1+C2+2+C2+1 03+1 4 1+03+2+03+1 4 1+C4+2*01r1 4 0 = N LO 60' Y.-Y.-Y. 13.388.15.380 1+C2+2+C2+1 2 14C2+24C2+1 2 1402+2*C2+1 3 1403+2+03+1 4 1+03.2+03+1 4 1+04+2+04+1 4 1+C2+1+C2+1 2 14C2+1+C1+1 2 1+C2+1+CZ0 C3+1 4 1+03+1+q+1 4 1+C4+1+01+1 4 0 %-Y.-Y. 16.361-10.641 1+C2+O+C2+1 2 1+02+0+02+1 2 1+03*G+C3+1 3 1+C4+O*C4+1 4 1+C4+0+C4+1 4 1+05+0+C5+1 4 1+C240+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 04+1 4 1+C4+0+C4+1 4 1*CS+O+C5+1 4 Z 0 Custom 11.391-13.397 1402+3*C2+1 2 1*C2+3+02+1 2 1+C2+3*C2+1 3 1+03*3+C3+1 4 l*C4+34C4+1 b 1404+3+04+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1402+3402+1 C3+1 4 1+04+3+04+1 4 i+C4+3+04+1 4 Q = _ 76' Y-K-Y. 13.398-18.110 1+0242*C2+1 2 1*C2+3+C2H 2 1*C2+3+02+1 3 1.03.3+p+1 b 1+cA+3+04+1 411+04+3+040 4 1+C2+2*C2+1 2 1402+2+C2+1 2 1+02+2+02+1 03+1 4 1+04+2+04+1 411+C4+2+01+1 4 +111 •�seQ sena %-Ys--'/a 19.111-24.641 1+C2+0+C2+1 2 i*C3*0+C3M 2 1+C3+0+C3+1 3 1+C4+O+C4+1 4 1+C6+0405+1 4 1+W404C5M 4 1+C2+O+C2+1 2 1+C3+O+03+1 2 1+p+G+C3+1 4 1+C6+O+C5M 4 1+C5+0+05+1 4 �� r77 88' Y-K-Y 18386.24.380 NC2+3rC2+1 2 1*C2+3+C2++) 2 1+C M+C2+1 3 1+0444404+1 4 1+04+1+041+1 4 H04+3+04+1 4 1+02+2 CZ+1 2 1+02.3*C2+1 2 1402+3+C2+1 3 1+04+3+04+1 b 1.04.3.0441 4 1+C4+3404+1 4 : Q �ONJCENNF'��<<F�'i% 24381.31.641 2+C2+2+C2+2 2 24C2+3+C2+2 2 2+C2+3+C2+2 3 2+0443+04+ 4 2+C4+3+C4* 4 1+04+2404+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1402+2+C2+1 3 1404+2404+1 b 1+04+2+01+1 4 1*C4+2+04+1 4 No.50)03 7�f�_ 120' Y4-%-Y 29.641•32.616 24C2+3+C2+2 2 2+02+3+C242 2 2+C2+4+C2+2 3 2+04+4404+2 4 2+04+4+C4+2 4 2+04+4+04+2 4 2+C2+3+C2*2 2 2+C2+3402+2 2 2+C243+C2+ 3 2+04M*C4+ 4 2+01+4+C4+2 4 2404+3+04+ 4 K-K-Y 32.516.39.&41 2402+3+C2+2 2 2*C2+34C2+2 2 2+C2+3+C2*2 3 2+01+4+04+2 4?*04+1•04+ 4 2+0443+04+2 4 2+0242+02+2 2 2+02+3+C2+2122+02+3+02+ 3 2*CA*3+04+2 4 2+04+3+04+2 4 2+04+2+04* 4 140' Custom -39.841 4C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2*4+02+2 3 2+C4+4*01+ 4 2+04+4+04+2 4 2+C4+3+C4+2 4 2+C2+3+02+2 2 2+02+3+C2+2 2 2•C2*3*CZ+ 3?*04+440442 4 2+0444+04+2 4 2404+3+04+2 4 '� 17 NOTES: SEE TABLE 18 FOR DESIGN PRESSURE � •., 0, (V; 1)FRAME DIMENSIONS ARE BUCK WIDTH AND SUCK HEIGHT(SEE SHEETS 3.4). i�i��1 ''•�ORIDP,.•' \\�� rMA S TYPE810.12&14.18 "MIN.BASH SIZE_V,1�[4pOW WIDTH-80722 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. �QNn� NOT BE USED WITH2 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. r/3)SEE SHEET B FOR A OUIOE TO USING THESE TABLES. ANNEL OR INTEGRAL 4)-1/4.1/2.1/4'AND°113.113.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER•P.E. RAMES IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. REA 50705 TABLE 28: BIII of Material 3.500' = 3.500' 3.600' 3.600' N Part Description Material �I 1 620121 Frame Heed,Sill and Jambs-JChannel PVC .oB2' -�1�-1,'�- .0°2• 2 620122 Frame Heed,Sill and Jambs-Flange PVC a a u II U " 3 020123 Frame Heed,SIII and Jambs-Fin PVC 4 620124 Frame Head,Bill end Jambs-Equal Leg PVC 2 446" 2.445' 2.445• (� 2.44513 820172 FixedOt Insert I oll Cofer PVCF]PL5F _ �u7j� ❑ar I 14 820131 Fixed Mooting Rall PVC161 620168 Track 18 620126 Sash(Rail(Sides,Top&Bottom)nsert 80 P CTO AI i� � 1FU �Lr 17 620168 Monorall 6083 76 AI .625" T J•CHANNEL ,625" GE FRAME FIN FRAME EQUAL LEO FRAME 18 620166 Pull Raft Interlock W03 T6 AI -r- 1.37b FRAME HEAD,SILL HD,SILL 6 1.376 (�HEAD,SILL 8 O HEAD,SILL 6 20 620144 Pull Roll Interlock Cotler PVC I 5 JAMBS 'T JAMBS JAMBS JAMBS 21 620160 Light Sash Relnforeement 8083 78 At 22 020151 Standard Sash Reinforcement 1)083 T8 At 1.872• -�I ..• 1.641• -� 23 620152 HD Sash Reinforcement BOBS 76 At r 1437 1.607° 24 820153 Standard Meeting Rall Relnbrcement 8005 T6 At � 21 26 620154 HD Meeting Reil Reinforcement 6005 T5 At J 1.830' ��"��ff�� T '+ I► I�- 2178' -� I 28 820155 H.D.Hafiz.Roller Maettng Roll Reinforcement 8006 T6 At 772' 085• o o I 7.020' 27 71OX114PPA #10 x 1.114"PH.PH SDS Monorail Screw) 4106S 11 59D" 471" 28 61644 Weatherstrip,.187"x.270"Fin Pita I OB6` 050• 20 81710 Wealhereld ,.167°x.220"Poly Pile -� 1,z3T �- •060 - 1ADD• Imo'- +DWO' 30 NB x 1"Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 ANTI•LIFT INSERT 14 FIXED 1S TRACK 16 SASH RAIL LIFT RML LIFT RAIL 31 78X912PPA 118 x 31/2°Ph.PH SMS(Fixed Meeting Reil screw) 410 SS 6 TRIM COVER MEETING RAIL INSERT 19 INTERLOCK 20 INTERLOCK COVER 32 71660SP Meeting Roll Screw Support Plate 0083 75 At 33 720210 Weep Holo Cofer PVC 318' I I ee4• 300' �� 070•.o60• 1.100' r 34 720187 ALook Installation Screw Hole PlugPVC 176• r_J 37 720197 Auto Lock C Steet � o� 754• 760• .775• 715• 38 720108 Sweep Look Cost 23no -7 I 38 720198 Auto lock Cover Assembly Cast Zino �� .035' -.�� 025' -�-(� -°^I 1.186° oeo^ 40 N6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS LAMI 10 EXTRUDED ROLLED LIGHT SASH STANDARD SASH 41 720200 Auto and Sweep Lock Keeper Cast Zino 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME 21 REINFORCEMENT 22 REINFORCEMENT 42 76X34PPA Wx 314'PH.PH SDS(Keeper Screw) BB 43 7612FPTX 178 x 1@"FPH Tok Relnbrcement Screw) 83 .28D• 44 Leadstlle Top Comer Key Nylon 070• --II -�I t•16r 1.1er ��- �` 46 Leadslile Bottom Comer Key Nylon f1'184• r- 1 -T T-t- °'°• 094' 46 Lookstlle Top Comer Key Nylon �J •070' .781•I'-=-'��1.038• 1.041• 1.041• 1.228 47 Locksille Bottom Comer Key Nylon 810' TTTT U U 1 L .130• 1 .194• " .074" 4B 720204 Wheel N Ion T} •160' -4�{ 1.331' (+ '-� 1.340- �- -►( 1.340' 72 820135 Lem!.I.G.Bead PVC I HD SASH I STANDARD HO MEETING HD HR MEETING 74 BeCkbeddlrtg,GE 7700 of DOW 781 Silicone 23 REINFORCEMENT 2a MEETING RAIL 26 RAIL 26 RAIL 17 MONORAIL ♦pprowasicompWaIrMsh V., REINFORCEMENT REINFORCEMENT REINFORCEMENT Flodde Buldl� 76 71884!6 Setting Block p18"x 2"x 1/0"),85+l-6 dum. EPDM Dae:� ss � 78 Super Spacer rlXTwith Hol Melt Butyl Composite NOTES: HOAp1 77 Dure ea� y Composite 1)ITEMS p 642,16, \��tg( LYNN qp/�r��ii� Revreed er °aro: a.Yroron: ty o,l de rroaeH Cop�O`�J�^) 78 Cardinal XL Edge Spacer Composite 35,30,49-71, 3&79 " o� ,•' �!?t �� V ARE NOT USED AND •Z` �' E •'' Round Dy: Dare: RoN3ren: 80 61011 Roll-formed Screen Alum ARE NOT PART OF �r 81 01012 Extruded Screen Frame Alum THIS APPROVAL. rk No.58705 821 Extruded Screen Spreader Bar Alum 0. = CO Deecrtplron: Drown W. 2)PVC BY ROYAL a 83 47042W Screen Comer Key with Pull Ring PVC WINDOWANDDOOR ='� '• q 1115 ;'u/' WINDOW EXTRUSIONS&BOM J ROSOWSKI 84 47041W/CKGLB Screen Comer Key No PUII Ring PVC PROFILES,LTD.,TO %�n''., S ATL- F =W�, 1070 TECHNOLOGY DRIVE Brre: bele° 65 7CASPIM TensionSpdng SS BE LABELED FOR ��C'• FCORIOr`.•''(� N.VENICE, FL 529 HORIZONTAL ROLLER-LM 05/15/15 86 61818C4B Screen Cloth Fiberglass ODE.AAMA EXTRUDER ��SS�Of�)AI_�C� P.O.NOKOMIS,�FL134274 Serke/Modal: Sulo: sheet: Omwrnp No. Rer e7 81836181814 .140'Screen Spline(MechlnelHend Rolled) Vinyl A.LYNNa68705 P.E. CERT. OF AUTH, 020296 HR-5510 NTS 17 OF 18 MIn-HR5510-01 P,E.p 68705 a �'•• 16 SASH TABLE 21: ASSEMBLY Egress Lock BIII of Material MITERED FRAME WITH a4 DETAILS © # Part# Description Matedal O1 INTERIOR AND EXTERIOR Qx FRAME WELDS 1DOI 7MC7024 lMultl.Pdni Lock Operator Cast Znc 42 lob 101 73340 O IatarmountingPlate Steal 76 102 72016 Multipoint Look Kee Aluminum 31 103 720214 Multi nl Lock Guide Nylon 48 AT7SASHRAO � EXTERIOR SASH RAIL 104 220217-221 Tie Ser(Length Varies Stainless Steel 1 f1 105 71024X12HFX 010 x 112'HH MS Stainless Steel "-@X4 106 78X1FPAX #8 x f Ph.FH SMS Stainless Steel 107 78X76FP1X 08 T$14'PPh,FH SDS Slelnlese Steel 17 ATTACHED TO O 103 FRAME JAMB 27 1 EGRESS LOCK 1e 37 DETAILS �•\• 40 (NOT TO SCALE •'� 38 86 83 ORO 42 87 `�, ., \•• OPT,AUTO LOCK 85 ., 45 ~`�: /-@ 0 ATTACHED TO +ppmvcd it]Complying real?8b. FRAME JAMB -ftrldM Ou di rah 48 106 D+:e ttOAadr .}ihml 19ad,Ptod@elC 42 101 82 14 ® 10 OPT. 38 102 X4 40 41 `' r -� y O q2 1 OPT.SWEF.PLOCK FRAMEJAMB 80 OR 01 1G � 1070 TECHNOLOGY DRNE 1 MITERED FRAME WITH N,VENICE,FL 34276 INTERIOR AND EXTERIOR 100 FRAME WELDS (B41)-480-i6D0 CERT. OF AUTH, #29286 SCREEN \ � �� LYNN� ��i�� Revleed O. Out& Revreron: ASSEMBLY t ,..••••.. DETAILS ! :� �:'�1cENSF' RaH.ed W. Do(e: Revtolonr 33 'Y 140,50705 4C De@ortpDonr Oman W' b3 OR B4 - C( Q = EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME ;��•,, a/ I'J��s.' tu` ASSEMBLY �� ST IEO w� Rtre: Det@: NOTES: DETAILS �(�'' RrORIOP.•'�jT� HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. •'••.l ��is`S/Q AL "78" Dmlnp No. Rev: 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. I!L'YNN�ILLER;b.E. HR-5510 Se@feNTSr 18 OF 18 MwD-HR5510-01 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 8.8. P.E.#88705