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Home My WebLink AboutNOA - Horizontal Rolling WindowM IAM I -DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 'NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and- the AHJ may immediately revoke, modify, or suspend. the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control. Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "I]R 5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-BR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision A.dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NII5SILE 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 hereiin. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or. if there has been a, revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. If any portion of the-NOA is displayed, then it shall be done in its entirety. INSPECTION:. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15�0903.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0714.17 Expiration Date: Sep My S1 Approval Date: Sew , Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.10) 2. Drawing No: MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through-18 of 18, dated 05115115, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer•system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No'. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 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. (Submitted under previous NOA No.15-0903.10) 3. 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 Idaimis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) Manuel Per Product Control Ex min NOA No.16-0 .17 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E-1 ' PGT Industries, Inc. NOTICE OF ACCEPTANCE:' EVIDENCE SUBMITTED B. TESTS (coNTnvuED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 . 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal. sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F TL.-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2914), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 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 02/28/1-8. 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 bf 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. Manuel Pe , .E. Product ControlU-O4.17 er NOA No. Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No:15-0903.10) 2. Statement letter of no financial interest, dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 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. (Submitted under previous NOA No.15-0903.10) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. E. OTHERS 1. Notice of Acceptance No.15-0903.10, issued to PGT Industries, Inc. for their Series "HR-5510" PVC.Horizontal Rolling Window - L.M.I., approved on 09/24/15 and expiring on 09/24/20. Manuel Pe Product Control xam' .e-r NOA No. 1 - 4.17 Expiration: Date: September 24, 2020 Approval Date: September 01, Z016 E-3 CLUSTERDETAILSSHEETS -+{ 111w MAX. O.C., B'MAY '- I __SHEE BHEET 3 SHEEr3 I0rMAX I 1 _L EOIULLY SPACED ANCHORS ER a IT 7B' MAX. O.C. MAX BUCK HEIGHT TABLES 17PTR I SEESAL WEEPHIXE DETAILS SHEET .� 8' MAX. III B 1'O.C. I 3'MAX `BETWEEN �-^ EPHOLES 7S' MAX BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION 1&1 SEE SHEETS D, SEE I� 918 SHEET4 1I I C MAX a I SUCK SEE SHE& 8 0 11 X TMAX SHEET- BETWEEN O EPHOLES 75' MAX. BUCK WIDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN VARIES PER REINFORCEMENT LARGE & SMALL MISSILE LEVEL, SEE SHEETS M IMPACT RESISTANT 2.5 ANCHORS, SEE CLUSTER DETAILS SHEETS MAX! -+{ )-•- I'� t&B4'MAXSO.C. 8• M� MAX O.C. I I I B. SEE E,SEE SHEET 3 EQUALLY SPACED ANCHORS PER TABLES 17-V 8' MAX SEESLL: W DETAILS ETAI E SHEET, SHEET 3 -� 7 SHEET 3 _.-._-- --- -- --- -.-._.- E 67 �b aj k 1 BNc M HEIG 15.BT X O X MAX O.C. A- O.C. BETWEEN e WEEPHOLEB 9'&1A%. 140' MAX. BUCK WIDTH GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE 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 MP LDE (CAP) MUSTWERE0. 3) FOR MASONRY APPLICATIONS IN MIAMIAADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD SUCKS LESS THAN 1.1R' 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 I-Ilr THICK OR GREATER. IX AND 2X BUCKS (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). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE, ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALINGIRASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 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. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT DOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ' 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THCKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES TEST REPORTS FTL-8072. 8073 & 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BROkMtGHTER SHADES OF CAP COATED PVC EXTRUSION NOA5: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS'& ALUMINUM DESIGN MANUAL II APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS: .1) DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. L'`„, )11 •::- R.W. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION LOX, XO, XO%A SITE, GLAZING OPTION MOM (TABLE 1) AND • . ! c, "• JR REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES &.1B(SHEETS B-0). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING - R•vtu 3) DETER IN STEP 1. MOST SUITABLE ANCHOR SHEET F O HELP TABLES 2 AND 3 N SHEET HEECP E TABLE RT. OBTJUNRMINETEP MOST INDEX TABLE 5 ON GROUP FROM TA BLED THEAPPNSHEET2ACCORDINO TO THE INSTALLATIONCCNDMONS.o•sa 4) DETERMINE THE ANCHORQUANTITY FROMTABLES I7-27(SHEETS 9-18), VERIFYTHE ANCHORISUBSTRATE WILLMEET !!'' tftt GE REQUIREMENTS FOR YOUR OPENINO•S CONDITION FROM TABLES20R 3. AND THAT ALL MIN. REQUIREMENTS FROM TIiI55MEET1, 1.1. `o`o SET ME MET.: ., •; .,': 1070 TECHNOU)CY DINE DUr. 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJCKANNEL INSTALLATION. .�nr.:^:%;,::: - N. VENCE, FL M275 I..IL' USE TABLE 40N SHEET 2T0 FIND THEAPPROPRWTE DETAILS. ::�,"•-- P.O. BOX 1529 �i�I • ��. ,',' t f+', NOKOM6, FL 34274 yMu NOTE: DESIGNPRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JCHANNEL, FLANGE, ' ACYNNNRIER; P:E , INTEGRALFIN OR EQUAL LEGIBOX), SEE FIGURE B ON SHEET 2. pJ:FSeToe CERT. OF AUNT. #29298 T ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED: 12114 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E130009 •ANSUAF&PA NDS•2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM-2010 •AIS-Si0D-07IS2-2010 GENERAL NOTES.-._...._____.. 1 ELEVATIONS .... _._..._........___. 1 FRAME, GLASS &ANCHOR OPTIONS.._..,..._.____._. 2 INSTALLATION. FLANGE& EQUAL LEGIBOX.........__.. 3 INSTALLATION, INTEGRAL FIN &.-CHANNEL ........ _..... 4 GLAZING DETAILS......._._..--....... 5 DESIGN PRESSURES...._ --- __ 68 ANCHOR QUANTITIES.........-...._ 0.16 EXTRUSION PROFILES & BOM-.17 ASSEMBLY-....._....._..___._...__1B PRODUCT REVISED 05/05/16 NOTES &'ELEVATION J ROSOWSKI Dvfe: ITAL ROLLER - LM 05/15/15 Smb: 9,wE w-,`v No. R•r 10 TUTS 1 OF 18 MD-HR5510-01 A GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE 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 MP LDE (CAP) MUSTWERE0. 3) FOR MASONRY APPLICATIONS IN MIAMIAADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD SUCKS LESS THAN 1.1R' 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 I-Ilr THICK OR GREATER. IX AND 2X BUCKS (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). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE, ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALINGIRASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 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. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT DOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ' 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THCKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES TEST REPORTS FTL-8072. 8073 & 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BROkMtGHTER SHADES OF CAP COATED PVC EXTRUSION NOA5: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS'& ALUMINUM DESIGN MANUAL II APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS: .1) DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. L'`„, )11 •::- R.W. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION LOX, XO, XO%A SITE, GLAZING OPTION MOM (TABLE 1) AND • . ! c, "• JR REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES &.1B(SHEETS B-0). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING - R•vtu 3) DETER IN STEP 1. MOST SUITABLE ANCHOR SHEET F O HELP TABLES 2 AND 3 N SHEET HEECP E TABLE RT. OBTJUNRMINETEP MOST INDEX TABLE 5 ON GROUP FROM TA BLED THEAPPNSHEET2ACCORDINO TO THE INSTALLATIONCCNDMONS.o•sa 4) DETERMINE THE ANCHORQUANTITY FROMTABLES I7-27(SHEETS 9-18), VERIFYTHE ANCHORISUBSTRATE WILLMEET !!'' tftt GE REQUIREMENTS FOR YOUR OPENINO•S CONDITION FROM TABLES20R 3. AND THAT ALL MIN. REQUIREMENTS FROM TIiI55MEET1, 1.1. `o`o SET ME MET.: ., •; .,': 1070 TECHNOU)CY DINE DUr. 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJCKANNEL INSTALLATION. .�nr.:^:%;,::: - N. VENCE, FL M275 I..IL' USE TABLE 40N SHEET 2T0 FIND THEAPPROPRWTE DETAILS. ::�,"•-- P.O. BOX 1529 �i�I • ��. ,',' t f+', NOKOM6, FL 34274 yMu NOTE: DESIGNPRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JCHANNEL, FLANGE, ' ACYNNNRIER; P:E , INTEGRALFIN OR EQUAL LEGIBOX), SEE FIGURE B ON SHEET 2. pJ:FSeToe CERT. OF AUNT. #29298 T ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED: 12114 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E130009 •ANSUAF&PA NDS•2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM-2010 •AIS-Si0D-07IS2-2010 GENERAL NOTES.-._...._____.. 1 ELEVATIONS .... _._..._........___. 1 FRAME, GLASS &ANCHOR OPTIONS.._..,..._.____._. 2 INSTALLATION. FLANGE& EQUAL LEGIBOX.........__.. 3 INSTALLATION, INTEGRAL FIN &.-CHANNEL ........ _..... 4 GLAZING DETAILS......._._..--....... 5 DESIGN PRESSURES...._ --- __ 68 ANCHOR QUANTITIES.........-...._ 0.16 EXTRUSION PROFILES & BOM-.17 ASSEMBLY-....._....._..___._...__1B PRODUCT REVISED 05/05/16 NOTES &'ELEVATION J ROSOWSKI Dvfe: ITAL ROLLER - LM 05/15/15 Smb: 9,wE w-,`v No. R•r 10 TUTS 1 OF 18 MD-HR5510-01 A T ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED: 12114 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E130009 •ANSUAF&PA NDS•2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM-2010 •AIS-Si0D-07IS2-2010 GENERAL NOTES.-._...._____.. 1 ELEVATIONS .... _._..._........___. 1 FRAME, GLASS &ANCHOR OPTIONS.._..,..._.____._. 2 INSTALLATION. FLANGE& EQUAL LEGIBOX.........__.. 3 INSTALLATION, INTEGRAL FIN &.-CHANNEL ........ _..... 4 GLAZING DETAILS......._._..--....... 5 DESIGN PRESSURES...._ --- __ 68 ANCHOR QUANTITIES.........-...._ 0.16 EXTRUSION PROFILES & BOM-.17 ASSEMBLY-....._....._..___._...__1B PRODUCT REVISED 05/05/16 NOTES &'ELEVATION J ROSOWSKI Dvfe: ITAL ROLLER - LM 05/15/15 Smb: 9,wE w-,`v No. R•r 10 TUTS 1 OF 18 MD-HR5510-01 A Description (Listed from Exterior to interior) Laminated I.G.: 1/8' A Exterior Cap + 7116' Air Space + 6118' Laminated; (2) Utes of 1/8' A Glass With .090' PVB Laminated LG.: 1/8' T Exterior Cep + 7116• Alf Space + S/i6• Laminated; (2) Low of 118' A Glass with .090• PVB Laminated LG.: 3/16' A Exterior Cap + 31W AU Space + SIt6' Laminated; (2) Loss of 118' A Glass vAth .090' PVB Laminated I.G.: 311W T Exterior Cap + 31W Air Space + 5I1G Laminated; (2) Lass of 1/8' A Glass with .090' PVB Laminated I.G.: I/W T Exteior Cap + T/Ir Air Space + 51160 Laminated; (2) Lose of 1/0' H Glass with .090' SG ll Laminated I.O.: 3118° A Exterior Cap+ 318' Air Space + 5116' Laminated; (2) Ules of 118' H Glass with .COOP SG I Laminated I.G.: 3118• T Exterior Cap + 3184 Air Space + 5/16' Laminated; (2) L ftm of 118" H Glass with .09w SG L Laminated I.G.: 116' T Exterior Cap + W16' Alr Space + 7116" Laminated; (2) Lltes of 3118' A Glass with .09D' SG Iaminated I.G.: 3116' A Exterior Cap + 114' Air Space 4 7/16' Laminated; (2) Utes of 311 VA Glass with .090' SG Laminated I.G.: 3116' T Exterior Cap + 1/4' Air Space + 7116' Laminated; (2) Utes of 3116• A Glass With .090• SG TABLE 5 FOR GLAZING/DESIGN PRESSUREJANCH RAGE INDEX TABLE 2: ALLOWABLE ANCI Group Anchor SubRreto Min. Edge Distance Min. Embedment' A #10 SMS (.tool, 11E 1S.S. or 410 S.S.) ins S = . 71G B' Steel, A36• 3f0' 0.050' Steel Stod, A653 Or. 33' 31B' 0.0451' (10 Ga.) Aluminum, 6063451 P.T. Southern Pine (SG=0.55) 31B' 7116' 0.050" I've" 3116' steel Ultmcon Concrete (min. 2.05 MI) 1• 13/8" Ungrouted CMU, (ASTM G90) 2-V2' LIM; B #125M5 (steel, I" S.S. «410 S.S.) P.T. So ern pine(5G=0.55) 9116' 13/8 Ste el, A361 318° O.OSP Steel Stud, A653 Gr. 336 31a' 0.0451" (10 Go.) Alumiman, 6062 �T5• &8' 0.063" C 1/4' steel UBracon Concrete (min. Z85 MI) 1' 1314' Ungrouted CMU, (ASTM C30) 2-112' 1-114' 1/4' steel Creteflex Concrete (min. 3.35 keq 1' 1314' 1/4' sleet UBmcon Concrete (min. 2.85 kal) 2-1/T 13/4' 1/4' steel UBmcon P.T. Southern Pine (SG=0.55) 1' 1-we" 1/4' steel Creteflex Concrete (min. 3.35 kep 2-V2' 13/4' D t/4' steel Crelell" Ungrouted CMU, (ASTM C410) 2.112' 1-114" P.T. Southern Pine (SG=0.55) 1' 13f6" 114' steel AglimGator Generate (min. 3.275 kap 1-112" 1-w 114' steel AgBreGator P.T.Souo Plna SG=0.55) Graded CMU, (ASTM C-90) 130 2' Group Anchor Substrate Distance Min. Embedment' E 2-117 x .131' C«nm«t Nail P.T. Soulhem Pine (SG=0.55) 2.7116' 2-117 Riryahank Rochq Nell P.T. Southem Piro (BG-0.55) 2-A1B' F #10 Trloahead SM9 (steel, 1S . S.S. «atG S.S.) P.T. Southern Piro (SG•0.55) TOM 13w' Allsnlnum, 6063-TS' 0.050' Sleet Stud, Or. 33•0.04.51' (IS Go.) Steel, A38' 0.050' #12 SMS (steel. 1B8 S.S. «4106.5.) P,T. Soulhem Pine (80=0.55) 13/B' AluNm9n 66081 11 0,063' Steel Stud, Gr. 33• 318' 0.050' Sleet, AM' 3/9' 0.050' TABLE 4: INDEX OF TYPE FRme Types (sea Flg B) Gnu Options (..Tees1) IrrfAllen.. C ".- 'eubd t Option DaWI Sheet .LChennel (W) 1 4 Though the lrtegrd M...... ....In, 2XW=od F-it1wkstdp-sheet 4. Wilan5 ....Into Metel-shee14, ep5m B Through the bane dthe wlyd...........Into ••••inw 2XW W Fleme/Suckddp- steal 4. op9on6 Motel -sheet 4. option 7 Faroe (0221 i 4 Through the heroe...An. orlhe wlydow...... ....Fxo2%Wood Frxnefilmki trip -sheet 3. opem 1 Oen-tdCMU-sheet 3. optisn2 .... livoteh IXBueks into CmereteXMU-Bleat 3, 3 ....inID Mew -.led 3 aptien a ' hdeprd Fin (A7) 1 4 Tleo.gh the Integral In...... ...Anon 2XWaod FCaroelBtc"bip,-shest 4. option ....Into Metal -eh.d 4. Spam B TlVoughthetams Alhe wlydow..........lmo ....We 2%W.W F«m M.mbip-sheet 4, eption6 Metal -sheet 4. option 7 Boxl EqueFlsg (�) 1.4 lhotgh the brro Mthe wlMow......l%Buckem ....kdo 2%Wood Freme'B«ksWp-sheal3, option 1 ....inro ConarotelG.lU-street 3,option 2 Into CamretdCMU-sheet 3,o bn3 ....Inds Hbtsi- eheM 3, option 4 TYPES 5, 7. 11 a 15 IGLASS MAY NOT BE USED IN THE HVHZABOVE 30'. • MIN. OF 3 THREADS .. BEYOND THE METAL SUBSTRATE. FOR 'A' =ANNEALED STEEL STUDS, 'H' =HEAT STRENGTHENED MIN. Fu•45 KSI S MIN F 33 KSI FIGURE B: FRAME TYPES T TEMPERED • Y- -UNGROUTED CMU' VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES SEE SHEETS 3 A4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 3 3, THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. THIS SHEET. ALL WOOD BUCKS LESS THAN 1.10 THICK ARE TO BE CONSIDERED 1X INSTALLATION3. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IIr THICK OR GREATER. IX AND ZX BUCKS (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 OAYUGHT OPENING) IS OR FROM BEADING TO BEADING. © 1■ .- 'w O 1. BOX OR EQUAL.-i O 1• 06-M 'PVB' - .090- BUTACITE®PVB BY KURARAY AMERICA INC. 'SG'- .090•SENfRYGIAS® INTERLAYERBYKURARAY AMERICAINC. PRODUCTREVISED med5+e3aimdertride 4)SEE SHEEP IB FOR OPTIONAL EGRESS LOCK DETAILS. - - Routed BP Dote: Ree.1- Aaumas G,w / • 0 1 Ay1 '�Im� l✓ _ DY reRFltoseEYDND THREA S ,; :.u• �6:•.': - ;'( ;� ` ':' = . GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THE METAL RATE. FOR 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 M. HORIZONTAL ROLLER - LM 05/15/15 SIUBTEE BTEEL STUDS, MIN. Fu=45 KSI d MIN. Fyxi3 K51. 1=% ' ' ` " • ALYNN A9ILF3(P.E PlE # 53705 P.O. BOX 1529 NOKOMIS; FL 34274 5orfer/klodet 5wro: HR-5510 NTS Shot 2 OF 18 DrawSip No MD-HR5510-01 Rrt: A CERT. OF AUfH. /2B2Ba INSTALLATION DETAILS FOR FLANGE AND'EQUAL-LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE - OPTION 1 DISTANCE PER SUBSTRATE, ANCHOREDTHROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. FRAME INTO2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. SHEET2. FLANGE FRAME O EMBEDMENT OIOOR912STl SMS (GS), �LL SHOWN TABIE 2, SHEE 2 —TI/4' MAXSHIM 13 72 0 �LI '^' DADE APPROVED MULOON, 2B '-CCOMMNT ALU.INUMJSTEEL FRAMING OR STEEL STUD. MAY BE - VISIBLE FIXED VERTICALORHORIZONTAL LIGHT LaE SEE SUBSTRATEPROPERTIES. HEI TABLE 2, SHEET 2 IGHT 29 BUCK 26 HEIGHT EXTERIOR OPERABLE SASH Q 21 R�R 23 VISIBLE LIGHT SEE SHEETS BS) HEIGHT 13 TYPICAL FOR I ' INSTALLATION OPTION 3 INSTALLATION 21 ROOR 23 ANCHORED THROUGH FRAMEANO IX BUCKSTRIP INTO CONCRETEICMU. OPTION SEE INSTALLATION NOTES SMFPT2 SEE SHEETS 88) SEENOTE2,SHEET2. ANCHORED THROUGH TYPICAL FOR ALL FRAME INTO METAL 7(O'OR'OX'SASH 1/4'MAXSHIM'� I+- EMBEDMENT �+--• I/4•MAX SHIM 19 16 30 16 29 26 I —r 13 4 0 OPERABLE SASHDISTANCE EDGE 2 28 FIXED LITE I I I VISIBLE I TYP. ANCHOR TYPE, EMBEDMEN7AND EDGE Q _ LIGHT yIgDTM III��- SUBSTRATE. SEE SUBSTRATE. SEE 1' TABLE TABLE 2. SHEET2. I_JL_-1 j es 67 •• .'' _ I_ VISIBLE I 42 EXTERIOR •• LANCE E 72 LIGHT WIDTH T14 ��jj� 24 O 25 OR 26 �7 4 EQUAL LEO INTERLOCK(SEE RRM OH SHEETS 6-6) TYPICAL FOR ALL FRAME�(111�ATMID�SPANOF 34W FROM EACH SASH ' 'XO'OR'OX'FD(ED MEETING RAIL BUCKWIDTH SHOWN CORNERAND(1)AT CENTER OF SASH STILESIRAILS HORIZONTAL SECTION A -A (OX) 22 z3 3 \ 18 19 18 (SEE SHEETS &BJ TYPICAL OPERABLE 20 OPERABLE 43 FORALL'X IX SASH SASH �� ALL SASH 16 I �-/ FIXED I LITE _� VISIBLE ItsVISIBLE 45--^^ll - - LIGWIDTH ffTlr- LIGHTWIDTH i�p 29BI WEEP OPT. gp 314'X1/4• 15S WNENOTCHES ` 42 25 R 26 VISIBLE \EXTERIOR 1 �72 14 n2 (SEE SHEETS 6S) TYPICAL FOR33 4 ALL'XOX' FIXED MEETING RAIL 1Po•MAX i �B"� BUCK WIDTH HORIZONTAL SECTION E-E (XOX) EQUAL -LEG EV PRODUCT RISED pLrinawtmmeRY a. INSTALLATION AS PER SECTION A-AABOVE SHOWN It. -p-71AI EQUAL LED FRAME SHOWN ;Y;-/�, Reh'eed Ny: Wts ; ReHebn: E�inYon Dm INSTALLATION .. EMBEDMENT IIII'-I'IL1^�\J,/1\/�I Br - Mu' t OPTION 2 RaMee4 BY• Ook: �+�I}�IIII -' RerMx ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE='UN TYP. ANCHOR TYPE. EDGE DISTANCE - - - U^ D..epu-. Orvm BY•.. - - VISIBLE LIGHT FORMULAS .",� i (, (K 16 ; ; _-` FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT' AND EDGE VERTICAL (EQUAL-LITE. XO&OX) ;':,i�•, •;�� 1070 TEC111113 ORNE rnk: Ibh: DISTANCE PER SUBSTRATE, SEE TABLE 2. SHEET 2. SECTION B-B WIDTH: BUCK WIDTH 12-4-1/4' ::;�Os.,.. = N. VERIC[ FL 34275 HORIZONTAL ROLLER -LM ''.� P.O. BOK 1529 05/15115 HEIGHT: BUCK HEIGHT -7-114• ;"�1' ��` NOKOMIS� FL 34274 Serie yodeE Scvk: Short dvAnp Na Rar. aL4AwMdi'iPe CFAT. OF AURL J29226 HR-5510 P.EY SBT0.5 NTS 3 OF 18 MD-HR5510-01 A I INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 21 OROOR 23 WOOD FRAME OR BUCKSTRIP, SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 6JI) NOTE 2. SHEET 2. ANCHOREDTHROUGH INTO METAL (INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INT02X I.�- EMBEDMENT - FIN/FLANGE REMOVED) 'XO'OR'OX'SASH O WOOD FRAME OR BUCK- STRIP. SEE NOTE 2. EDGE 1/4'MAX. SHIM 18 1B 30 78 29 SHEET2. DISTANCE 13L20 28 EDGE 40 OPERABLE 43 DISTANCE JHANNEL X10 ESASH o FRPNIE SHOWN Ems (05). SO BMS EEE 37-39 - TABLE 2,SHESHE SET2. , 1 28 ETYP.MB ANCHOR TYPE. 1/PMAXSHIM FIXED 41 ❑ EMBEDMENTAND 1 ❑� o - SUBSTRATE. SEDER TYP. ANCHOR TYPE. FIN ANDIOR LITE ;�_ .� -VISIBLE SUBSTRATE. SEE SHEETZ EMSEDMENTANDEDGE FIANGEMAYBE LIGHT WIDTH TABLE DISTANCE PER SUBSTRATE. REMOVED INFIELD (SCREWHOWN) SHONIJ) 72 . SEE TABLE 3, SHEET 2. rcm� II I"l 85 87 SHOWN FIN II�1 13 _'I �`' FRAI4E DADE APPROVED MULLION, 0 `I DTH 42 EJRERIOR 29 FBCCOMPLVWT Tj ALUMINUMISTEEL FRAMING 72 24 LIGHT 25 OR 28 14 3 V OR STEEL STUD. MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL , (SEE SHEETS 6-8) TYPICAL FOR LIGHT LITE SEE SUBSTRATE PROPERTIES. 'XO'OR'OX'FIXED MEETING RAIL HEIGHT TABLES 28 3, SHEET 2, BUCK WIIITH INSTALLATION HORIZONTAL SECTION C-C (OX) 22 OR 23 OPTION a (SEE SHEETS S-S) ANCHOREOTHROUGH 30 18 19 18 TYPICAL FOR FIN INTO METAL 28 ALL'%OX' (FLANGE MAY BE REMOVED) BUCK FXTE0.IDR T OPERABLE 40 2p OPERABLE SASH HEIGHT T _ e SASH= L_ a SASHo X100RX72STEEL VISIBLE �� -", 3739 JOE SMSGS), SEE OOROSRO LIGHT OPERABLE TABLE2,SHEET2. HEIGHT SASH II 28 � TYPICAL FOR 1 - L�� LJ_ 41 ALL SASH .1_ 16 - e FIX o OVISIBLE _ "'rE VISIBLE 86 O q5 47 LIGHT WIDTH 'r - -� LIGHT WIDTH OPT. 80 B1 FIN p �L- FRAME 87 85 NOTCHES 29 29 SHOWN T J- 0 3/4'%1/4' 25 R 26 'y'1I VISIBLE IIEXTERIOR 1-11<'X 1N' 3 LIGHT WIDTH .72 14 fl 1 J-CHANNEL (SEE SHEETS 6-8) TYPICAL FOR V FRAME. 15 ALL'XOX' FIXED MEETING RAIL SHOWN 33 T'- BUCK WIDTH i 3 ru4'MA% HORIZONTAL SECTION F-F (XOX) PRODUCTREVISED . O ___[SHIM ATMID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE mngymB'WIS7ffip4�k FIN FRAME H�"�3.1Q'FROMEACHSASH B.Ud.,Co& SHOWN T CORNER ANO(1)ATCENTEROF `.1 , AacRuvmNv I C• I SASH STILESRtAILS 1Y': ;;t . :. Faimd BY• Omc Revitlon: -. 9-2. TYP. ANCHOR TYPE. .,�11 .•�';7/ . EMBEOMENTANO 0�,1:':.:•�C.^: ^. RY. EDGE DISTANCE PER EDGEDISTANCE `t RerfeeX Ey: mia• R�,•1Lerc Mimi odxt Co SUBSTRATE,E3SEESEE .:•;. .,.r (((vim TABLE 3,SHEET2 —.y EMBEDMENT � _^, VERTICAL VISIBLE LIGHT FORMULAS _ C( c ,� J CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI R INSTALLATION OPTION 5 (EQUAL -CITE, XO 8 OX) 1070 TECHNOLOGY DRNE T,Ne: - �.- . ANCHORED THROUGH INTEGRALFlN SECTION D-D • '• `+� /.. Do/c 1-029-011-1OR BUCK- WmTH:BUCK :BUCK EIGHT-q-vd• N. vDncc R. 34275 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT: BUCK HEIGHT-7-1/d' �:; 1T' P.O. BOX 152E STRIP. SEE NOTE 2, SHEET2. i" :'If'�t il.;-`;%`:�` NOKOMLS; FL 3427f Swbs/YoXeL• Sale SheeC OnrD Na. Rev: •'AL PEY 6247o.5�E CENT. OF MITFI. (P2B286 HR-5510 NTS 4OF.18 MD-HR5510-01 A SILICONE STRUCTURAL POLVISOBUTYLEN 1/6•NOM. WITH DESICCANT EXT•G� ie KODISPACE 4SG TPS INT.GLASS ALUMINUM REINFORCEMENT BUTYL" 5 18' NOM. DESICCANT FOAM EXT. GLASS n DURASEALO SPACER W. GLASS HOT -MELT BUTYL STRUCTURAL 1 SILICONE FOAM 311W NOW WITH DESICGWT SUPER O EXT. GLASS I SPACERo NXT INT. GLASS POLYISO. NT FRL AREA DESICCA5/16'NOM. BUTYLENE SEAL SPACER GLASS �•{ 71W NOM. 5116-8/A PVB 7/16' AIR SPACE— 118' A_ GLASS aEXTERIOR >aro GLASS TYPE 5 --�{ TAr NOM. 5I16' WH SG 7/16' AIR SPACE 118' T GLASS aEMERIOR j. ibro GLASS TYPE 10 71V NOM. 5/16' ALA PVS 7/16" AIR SPACE 1/8- T GLASS a EXTERIOR V_ 767e GLASS TYPE 6 5I16'HMSG I I 3/8' AIR SPACE . 3/18' A GLASS aEXTERIOR 7o-re GLASS TYPE 11 7ANO M. �-• tr'NOMGLASS 76-79 BITE TYP. 72 74 7/18'A/ASG EXTERIOR O 1/4' AIR SPACE 28 3116'AGLASS 29 75 aEMIHOR 1. �t 29 1&7e GLASS TYPE 15 0 71171 TYP. GLAZING DETAIL 'A' -ANNEALED. •.� PArte D—sipi n Yab Ksl to Kommo0045G TPS Spacer System " Omms Super Spacer n7Gw80 Hot Men Butyl S.. 1Ns Slpol br 78 Ouams Dum%.M Spacer NelaMls 79, 2!NLml ld EEpo Specar 'H'=HEATSTRENGTHENED // r-TEMPERED } VVVIII 'it /` 'PVB'=.090' BUFACITEM PVB BV KURARAV AMERICA INC :SG- OBO'SENTRYGLASO INTERLAYER BY KURARAY FOR EMANATED GLA23NO COMPONENTS. SEE TABLE 1. A. LYNNMI icw �E SHEET 2 PEA 58705 5/16' A/A PVB 3/8' AIR SPACE 3116' A_ GLASS a EXT:1— GLASS TYPE 7 5I16' HIH SG I I 318' AIR SPACE 3116' T_ GLASS a EXTERIOR 7&ro • GLASS TYPE 12 —1 7R'NOM I� 6N6'AIAPVB I I 3/8' AIR SPACE 3/16' T GLASS aEXTERIOR i67B GLASS TYPE 8 —{ 710 NO1, 7/1 G' AIA SG 5/16' AIR SPACE 118' T_ GLASS 4 EXTERIOR Taro GLASS TYPE 14 VL 7/16'AIA SG I GTYPES 6, THE 1I4' AIR SPACE MAY AV NOT BBE USED IN THE H'. 3I16' T GLASS VHZABOVE30 aEXTERIOR GLASS TYPES 10-12 & I&IS ' MAY NOT BE USED WITH J.CWINNEL OR INTEGRAL FIN FRAMES GLASS TYPE 16 JR 05/05/16 u ReHasO b: Data' (, Put. O.svlp0on: . GLAZING DETAILS PPRODUCTREVISED «mN,im rithlm R.w. Duilawe Co Aaaptsa<e By Alin F d.. 1071 TEQI llI ORP/E iRle N. VEMCE, I M275 HORIZONTAL ROLLER WINDOW - LM P.O. BOX 132D NOKOMIS, FL 34274 S-�Mdb N 9 ' pa CERT. OF AIRH. /u2S8 HR-5510 I NTS I 5 OF 18 J ROSOWSKI _7505/15/15 ®� mmm= � � © 000�o ©oomo 000�� o�oom man JJ�0�00� --� r— 4-MAX.O.C. IV5-ANCHOR STER DETAIL I 4MAX. O.C. --� I+ — 'I / j/ 4ANCHOR CLUSTER DETAIL P MAX. O.C. --� �-+— 3-ANCHOR CLUSTER DETAIL 'B• MAX O.C. y� ',a' MIN. O.C. 2-ANCHOR CLUSTER DETAIL I TABLE e a... T7P.s Design Pressure (lbsiR) 5'a for XO9r OXWlndows R.Int lnel R1 AIBuck H.WftuPIo5V M Buck WIEIke 45015O W IP TS NOTES: 1) USE THESE TABLES FORALLWINDOWS SEE TABLE 17 FOR TABLE 7: GWI.T(p.. Dedgn Pressure (lb 5-e for XO or OX Windows Re0d Lmal R2 AI Bwk H.klkb eP IISV Al BuekwlM 4651-70 0 b 75' SEE TABLE IS FOR ANCHORAGE INSTALLEDTHROUGHTHEFRAMEOR INTEGFWL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND - _ JR 05/05/16 A) MOVED CLUSTER D�a� RawW 9l• Oota• Rwidm: BUCK BUCKHEIGHT(SHEET93-I). SASH SIZE 19 P5PER HEIGHTS •. Pff J) FOR SIZES NOT SHOWN, ROUND UP TO THE '••" ;', NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)'U4-1rL-114'AND•1f61flla'INOICATE THAT - - 6� i�jllb �'••-, D—fou P• DESIGN PRESSURE TABLES 1070 TECHNOIDGY IXiNE N. VFNICE. FL 34275 P.0. BOX 1529 NOKOWI FL J.... Btlo. HORIZONTAL, ROLLER -LM THOSE STANDARD SASH CONFIGURATIONS FALLWITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOAr WDICATES THAT NO STANDARD SASH CONFIOURATION9 - - y,r, N,� Sm4 SIu.0 FALLWITHIN THE RANGE. A LYNN MIl11•xR,PE P.E. M. HR-5510 NTS 6OF 18 CERT. OF AVIH./2929e PRODUCT RBVLSED woWYr�e wiN Ike FbXIQA A�coe�lma No /� Ji /� Den T Ff vn! Pn>�et J ROSOWSKI 05/15/16 11, LR H HT SASH*%MIIDTHGRAIL 22JAMB EXIL V SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLYTO ALL FRAME TYPES e CONFIGURATIONS) TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 3NSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 40T SHOWN, ROUND YP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. V4D'113. rlllr INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLWTHIN THE SASH WIDTH ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWITHIN owe Trpee DeslgR Prassum (01sdt2) 5'8 Tor XOor OXWindom Reid Lsvl R3 AN Buek Height. W to e3' Al Suck Wle M 450 /-50 up le Ty Glass Types 5-8 Rdd. level R3 Sosk fnsplomla sasn Wldli Range on) Design Pmssum(lbsRt') for XOX Windows W tlOVA Buct HtlpM Ig• 54•1 ®• 3111! K-K-K 11.391-11.391 .50.0 1 -500 .5D.0 50.0 •50.0 50.0 w K-K-K 12308-11308 •50.0 %0 •50.0 -%0 •5D.0 -NO �1f• K-K-K 11,391.13.397 .D0 SD0 .50.0 5D0 .D.O .50.0 K-K-K K-K•K 11398-14.083 11.391-12291 .D.O -50.050 -%0 0 .50.0 ..O D %C 50-50.0.0 .D0 ..0 50.D 50.0 I7SR' K-K-K 12298 -15.50 .D.O 5 D-50.000 ..0 -%0 ..0 5D.0 Qelo n 11.391 •1ZO1e •D.0 500 .50.0 wA .50.0-%0 52.vir K-K-K 12017-13397 .50.0-%0.500 -%0 .50.0 500 K-K•K 13.39E-1LO1B -50.0 %0 .5D0 •.0 D•50.0 -%0Custom 11.3g1-13.397 •50.0 Sao .50.0 50.0 •D.11 -%a 13,39E-15.350 .50.0 1 SRO -500 50.0 .50.0 %0 K-K-K 15,361 - 19.641 •5D.0 %0 .50.0 50.D .50.0 5a0 Custom 11.391 - 1&397 .50.0 SD0 .5D0 5DD •50.0 50.0 75' K-K-K 11098-19.110 .DA Sag .D.D 50.0 .D.D 50.0 K-K-K 19.111-24.541 .D.O 5a0 .6D.0500 .510 50.0 Cusivn 1&300. 19.39T -50.0S DD ..O D aD .491- •49.1' 96' K-K-K 19398•24.360 .D.O San -50D 50.0 .DO -%0Custom N.381 -30.300 •5D.0 S0.0 .50.0 50. .D.O 50.D 120r K-K-K •30.300 .DO SDO I -S O %G -4%1' 49.1- ^MIN. SASH 517E=WINDOW WIDTH •692B Jcc ,per•• 2 Pff. DeemDtbfL DESIGN PRESSURE TABLES ''•`'::. ••� �•�.LYNHMILIFy(�P.E 1070 TECHNOLOGY DRNE TL MICE, FL 34275 P.O. BOX 1522 NOKO4 TXIec HORIZONTAL ROLLER - LM yHe✓ssvdeh Sala- P.E065T05 CEAr. of ALRH. /2e2ae HR-5510 NTS 7 OF 18 PRODUCT REVISED n cea lyim wish IM1v Fbdb Buo&g Code Amplmce No 1 -0 Am 'rvliva Dev Alum Dede Pcodact Even By. J ROSOWSKI 05/15/15 MD HR5510-01 A I GIat.7ypcs D9s)gn Proesu. (Ibsgti) 5-5 forXOof OXWlndowe ReK Lmsi R4 N Buck 116glKs up to IZ M Bmt WWft 450!•SO up to 75' SEE TABLE 2O FOR ANCHORAGE TABLE IS: Gloss Types 5-a Design Pressure(Ibsffl)far XOorOXWindows Rent L" R4 Wkulmr Buck HeipM 45' 54 • or 2540 .050 .70.0 •no -T0.0 •15.0 -Too 1. .no .T0.0 .6S0 -To.O ••65.0 .Too 36' .650 •70.0 .160 -1D.0 •05.0 .Too 42' .610 •T0,0 .6;0 -7D.0 .65.0 .10.0 4S •550 •70.0 .85.0 •70.0 .n. Do 80' .650 -70.0 .65.0 -TILO .85.0 -100 7S .BSO -70.0 •651 -MO .64.3' -04.3' Glass Types 10.12 & 14.10 Design Pressure QbslR°) for XO or OX Windows Rdm. La J R4 WIrdoM BuCk Haunt Sr' 67 76• z5-1rr .e6o .11o.a .Fs.o -t1o.o .fis.o -110.0 ze• .e&o -110.0 .Ta.o .11ao .e&o -11ao 3S •65.0 •110.0 •6D0 •110.0 •65.0 -110.0 47 .BSD •110.0 •�.0 •110.0 .0;0 .110.0 4S .860 -110.0 .650 -110.0 .6;0 -1+0.0 BO' .5&0 •1f0.0 .650 •110.0 •55.0 -90.9 7S .85.0 -110.0 •650 -103.5 •BSO �0.0 SEE TABLE 21PFORANCHORACE iAn�t [[ runiWununnue G••• TYpe• 10-12 Rem( L. RI Sun Cardplmtlm Sun w� Rwr (n) Design Prenure (msift") for XOX Windows WII+O w Beek 45• Sy. p- Custmn 11.391-13.397 •65.0 410.0 .6&0 -110.D .65.0 -110.0 OP Y.•M•M 13.398.15360 .05.0 -110.0 .650 4I&D •6S0 •110.0 M-M-M 15381-19.541 .6;0 -110.0 .650 -110.D *no -110.0 g Cusmm 11,311-1&397 .6S.1 -t11A .DSO 410,1 .560 -110.0 3 X•M-M 13.390.10.110 •SSO .110.0 .8n0 410.D .S&D 410.0 M-M-M 1DAI7.24.541 .55.0 4100 .0;0 -110.0 -II&D -110.0 m Custom 17.641.19.397 .6i0 4W.0 .BSA -I10.0 •65a• _lo`LV SEEE Bir X-M-Y. 19.396.24.360 •BSO -110.0 .e50 -110.0 •55.0' -108.6' QI4t.m 24.]61.31.21 .B60 -110.0 •0.1 -110.0 .060 -111.0 +AT M-M-M 29.641 .32615 .56It -110.0 .B60 .110.0 .65.0- 404.6- M-M-M 31518-3a541 .650 -110.0 .85.0 410.0 .65.0 -110.0 IW OINam -39.541 .560 410.0 .B50 1700 .850' t018' Gass Typ.. 6e5 Rolm l.s.l R4 Bath Onu01..0on vmn ROM. (m) Design Pressure(Ibsf) forXOX Windows W.W. Buck l+ob+4 36' 4' A• BY Go- worm M-M-M p.m -I&= 13.398 15.360 . o •6S0 -70.0 •70.0 -no .6&0 -70.0 -70.0 .e&0 +6&0 -".0 •70.0 .wo .65.0 n3 •70.0 5 M-M-M 10.301 -1&661 .61.o -10.0 • o -m.0 'no .7a0 .610 .70.0 351 Custom It=.1;397 +nO .70.0 .fia0 -09.6 .63.3 �.3 •53.2 d;2 7S X_M_M M-M-M +;385_10.110 1% 1-24.641 .B50 •no -TaA -70.0 •5;0 .650 -70.0 .70.0 .610 •65.0 �d -Mo .5&2 .610 362 -fto 98• Osbin M_M.)j 14300-19.3W 19396-2A.350 KE.0 .65.0 -T0.0 -70.0 .510 .621 -09.9 -Ml •5;3 .50.0 d5.5 4I&0 .40.1 .M3 49.1 •603 CwOKn 24.381-WW -Me •70.0 -05.0 70.0 -MO 47.3 .57.0 -07A 120' -30.350 .06.0 -70.0 •59.9 �.9 .65.6 415.5 N0.1 J9.1 HEADER " MIN. SASH SITE= WINDOW WIDTH -5928 TABLE 14: 2 O 23 SASH HEIGHT C23 SI I SILL Gho Typos 7&B fbad lel.l RI Sath t Mpv.am� Bose R.r9.() Design Pressure(IbwV) for XOX Windows Wlnaw Buctlbbs. 36' 4S 54'E4nQ 3' Custom 11.391-113W .5510 -70.0 .e;0 -Mo -no -no -70.0 00' M-M-X 11305-1&3fi0 -no -ro.o -Lo -)o.a •65A 70.D -70.0 M-M•M 15.M-1a6r1 .no -70.0 .&50 •70.0 .85.0 70.0 -70.0 Oatom 11.391 •13397 .BSA -70.0 .85.0 .70.0 .nQ .70.0 .7010 y 7S M_ys.g 1;B90-t0.1+0 +nD .70.0 .65.0 -70.0 .B3.0 .70.0 -70.0M-M-M 19.111-24.641 .5&0 -70.0 •6S0 -70.0 .05.0 70.0 -71A Lutom 18.300.10.327 .K0 -70.0 .810 -7a0 •610 .70.0 67.7 96' X-%-)( 19.395-24.]80 .65.0 .70.0 •MO -70.0 .63.0 •70.0 41&C Oalom 24.361-30.360 .65.0 -To.O •6&0 7LO .6;0 70.0 .65.0 -70.0 170' -30.380 .86D 0 •70.0 .6;0 Tao 4372 SEE TABLE 26 FOR ANCHORAGE ' •B&LT0 FOR GLASS TYPE B o ^ MIN. SASH SIZE a WINDOW WIDTH _ 59.20 " MIN. SASH SIZE a YRNDOW W1DTH-fi0.72 2 2 �•• Typos 14.10 'R.K L.* M Bath cantawsuon Son YASm PAN. 0.) Design Pressure (IbsIR7) forXOX Windows WIx!.Buck H0DIe 46' On1.m 11.391.13.3W .65.0 .110.0 -65.0 -110.0 .65.0 -110.0 I 60' M-M•M I&M-1&3u •5;o .110.0 .85.0 410.0 .06.0 .110.0 M-M-M 13351 -+Gut •a, .110.0 .65.0 -110.0 .65.0 -7100 Cu.lom 11.391.1;3W •no .110.0 .65.0 .110.0 .65.0 •10..3 7S X-M-}( 13.398.18,110 .6;0 -110.0 .05.0 41D.0 .65.0 -1020 r M-M-M 19.111-24.641 .610 -110.0 .55.0 -110.0 .65.0 .1029 m Custom 17.541 -19.397 .810 -1+0.D .95.0 -110.0 .65.0 -07.4 EEE3 � M-X-M +9.395-21.3eo +na -110.0 .61.0 -110.0 .55.0 .A20 3 � Ontam a.3a1 -31.at .n5o -1m.o .e5.o •vo.o .es.o -08.4 ' D. M-M•M ZD.x1.32.515 .S;a -1+0.0 •es.0 -too.8 .55.0 -84.3 M•M-)( 32.510.39.5r1 .09.0 .110.0 •03.0 -100.0 i 740' Ontom -39.xt .8;0 -110,0 •e;0 -103.0 •09.0 d0.0 sA9JWIDTH SECTION DETAIL G iWL FORWINDOWSWITH (REWFORCEMENTS SHOWN IN FIGURES APPLY TO ALL 23 FRAME TYPES& JAMBCONFIGURATIONS)5TYYNTBE USED JCHANNEL OR INTEGRAL • FIN FRAMES R.rYN BY• put.: RI.I.Iac IIIIr'--II'lj'`��\ 1/J\��I�Ii�'/-T�H�I1 Ak.r.e By: oam Rw4ba SEE TABLE 21 FOR ANCHORAGE NOTES:. H USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FW AS ALLOWED BY GLASS TYPE. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34) SASH SIZE IS AS PERTHE FIGURE. STANDARDWIDTH IN 7HEAOJACfiNT COLUMN. INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWITHiN THE RANGE - 1 ((• yam- Z.,�..T..rLllb .......THOSE A. LYNNun1FA, P.E P.EA W7u DESIGN PRESSURE TABLES J ROSOWSKI 1010 TECHNOLOGY DRIVE NOIC010S.FL34274 all&: Oat> S.rl.s/�o0.1: HR-5510 Sw4: NTS Sh..1: 80F 18 ar..1M M.. MD-HR5510-01 R.r. A CERT. OF AUIH. Ii.. Glass Types 5-8 Sash I Anchor Quantities forXO or OX Windows 30" Height I 38' Heghl 1 48" Height 64" Height 30" Height 36" Heighl 48" Height 54' Height ReInL LeW R1 Width on) Head A Sig E Head a S01 E Head a SAI a Head E a SIII Heatl 8 Sol E Head a sin E Head a SIII E Head E 8 S01 Anchor Group A Anchor Group C 25-1W 12.147 HC2+1 2 I+C2+1 3 1+C2+1 31 1+C2+1 3 1+132+1 2 HC2+1 3 i+C2+1 3 1+C2+1 3 28" '13.397 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 36" 17,397 1+C2+1 2 1+C2+1 3 HC2+1 3 1+C2+1 3 1+C2+1. 2 1+C2+1 3 1+C2+1 3 1+C2+t 3 ca 42" m 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 HC2+1 3 1+C2N 2 1+C2N 3 1+C2+1 3 1+C2N 3 4B" 23.387 HC2+1 2 HC2+1 3 1+C2N 3 1+C2N 3 1+C2N 2 1+C2N 3 1+C2+1 3 1+C2N 3 60' 29.397 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 75- 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2♦C2+2 31 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group 0 Anchor Group D 25-I r"E23,397 1+C2+1 2 1+C2N 3 HC2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28' 1+C2+1 2 1+C2+1 3 1+C2r1 3 1+C2N 3 1+C2+1 2 1+C2+1 3 1+C2N 3 1+C2N 3 30" 1+C2A 2 1+C2+1 3 1+C2+1 3 HC2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 42" 1+C2+1 2 1+C2N 3 1+C2+1 3 1+C2N 3 HC2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 EI 48' 1+C2+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+C2+1 3 Bar 2+C2+22 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 75" . 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+G2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max. Anchor O.C. Spacing for"Integral. Fin" Installatlon Anchor Gmup E Anchar Group F 1 3.8• 1 4- GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOROUANTITY PERJAMB 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. F EE ELEVATION, SNEET 1 SEE ELEVATION, SHEET, SEE CLUSTER 1117 L1LS, SNEET 8 SEE / \--U-7, J SEE SENLEEVAO, 0 ELEVATION. SHEET 1 RINAL SEETABLE a FOR DESIGN PRESSURE I` REPEAT ANCHOR PATTERN AT SILL Glasli Types Sash Anchor Quantities forXO orOX Windows 3W Helphl 36" Helght 48" Helght elphl 38' Helphl 41r Helght 54' Helght I MnE Le1d i Head E 8 Sig Head 8 Sol -, Head E 8 5gl III Head 8 SIO -, A Head 8 S(II ' E Head E a Sgl -, Anchor Group AAnchor Group C 251,12' 38' m 42" 48" 80i 75'I NotAllowed+1 1 2 1+C2+1 3 1+C2+1 3 1+C2+128' +1 12+C2+2 2 1+C2+1 3 1+C2+1 3 1+C2♦1 3 17.397 +1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 20.397 2 1+C2+1 3 1+C2+1 3 1+C2N 3 23.397 N 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 29.397 +2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 1, Anchor Group a Anchor Group 0 25.10 12.147 1+C2+1 2 1+C2+1 131 HC2+1 3 1+C2+1 13 1+C2+1 2 1+C2+1 131 1+C2+1 3 1+C2+1 3 28"� 13.397 HC2+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+C2N 3 x 36" I 17.307 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 HC2+1 3 1+C2+1 3 1+C2+1 3 a 42' 20.397 1+C2+1 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2 48' 23.397 HC2+1 2 1+C2N 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 60" 29,397 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 75" 36.697 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 i 3 FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB HC3+2+C3+1 4 HEAD ANO BILLANCNOR QUANTITY: '1)ANCHOR ATTHE SASH A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(2) ANCHORS ATTHE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL ♦(1) ANCHOR ATTHE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS ATTKE SILL SEE ELEVATION, SHEET I ' SEEELEVATION,SHEETI SEE ELEVATION,SHEETI I SEE ELEVATION, X SXEET7 SEE �r ELEVATION. SHEET I SEE CW STER Tr MEETING RAIL Q..� II REPEAT ANCHORPATTERNATSILL SHEETS NOTES: 1) FRAME DIMENSIONS ARE BUCK 1MDTH Max.AnchorO.C. Anchor AND BUCK HEIGHT (SEE SHEETS3d} Group F SASH SIZE IB AS PER THE FIGURES ON Spaaingfor "Integral- sNESTs". 2) FOR SIZES NOT SHOWN, ROUND UP TD SEE TABLE 7 FOR OE SIGN RiESSURE Fin Installation 4' THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Glass Types 5 - 8 Sash Anchor Quantities for XO or OX Windows 30' Height 36' Height I 48• Height I 54' Height 83- Height 30' Height 1 36' Height 1 45 Height 54' Height 1 63' Height Relnt feel^) R3 Width Heed a SIII Heatl fl Sill Head 8 SIIIIII Heed 8 SIII II Head a S01 Head 8 SIII HIIIead 8 SIII Head 8 SIII Head IIIHead 8 591 8 Sill Anchor Group A Anchor Group C 25.11E 12147 1+C2+1 21 1+C2+1 131 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 Sr' 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1aC2+1 4 1+C2a1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36' +1 2 1+C2N 3 1+C2+1 4 1+C2+1 4 1+C2+t 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2N 4 1+C2+1 4 m 42' +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 1aC2+1 4 45 +1 2 1+C2H 3 1+C2+1 4 1+C2+1 4 1aC2N 4 1+C2+1 2 Y+C2+1 3 1+C2+1 4 1+C2+1 4 HC2+1 4 60' +2 k12.1471+C20 2 2+C2+2 3 2+C2+2 4 2aC2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2aC2+2 4 2+C2+2 4 75 2+2 2 2aC2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+G2+2 4 2+C2+2 4 2+C2+2 4 Anchor Group 9 Anchor Group D 25-1/2' 2N 2 1+C2+1 3 NC2+1 4 1+C2+1 4 1+C2+1 4 i+C2+1 2/+C2+1 3 1+C2N 4 1+C2+1 4 1+C2+1 4 26' 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+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 35' 17.397 1+C2+1 2 1aC2+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 m 42' 20.397 1+C2+1 2 1*C2H 3 1+C2+1 4 1+C2+1 4 7+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2N 4 1+C2+1 4 1+C2+1 4 48• 23.397 1+C2r1 2 1aC2+1 3 1+C2+1 4 1+C2+1 4 HC2a1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60' 29.397 2+C2+2 2 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 75' 36.897 2+C2+2 2 2+C2+2 3 2+02+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 42+C2+2 4 2+C2+2 4 Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Arch. Group E Group F 3.5 4• Glasstrypes Anchor Quantities for XOor OX Windows 5. 8' Sash 3G' Height 36' Helght 48' Helght 54' Helght or Height 77 Height Xr Height 36' Height 48' Height 54' Haight 63' Helght 72' Height Relnt I R4 Width (f^% a SDI III Head 6 SIIIIII Head d S01 Head 8 SIII Head 8 SIII Head E IL SIII HeadIII 8 SIII HeadIII & SIII Head a SIII E HeadIII 8 SIII HeadIII 8 SIII Head 8 SIII Anchor Group A Anchor Group C 2S10,, 12.147 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 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 28' ' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2a1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1aC2+1 5 36' 17.397 1+C2+1 2 1+CZ+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42- 20.397 1+C2+1 2 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+1 4 Nlx+1 4 HC3H 5 HC3+1 5 49' 23.397 1+C2+1 2 1+C2+1 E2+C3+2 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 80' 29.397 2+C2+2 2 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+CA+2 5 2+C2+2 2 2aC2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+CA+2 5 75 36.897 2+C2+2 2 2+C2+2 4 2+C3+2 4 2+C4r2 5 2+C4+2 5 2+C2+2 22+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4.2 5 2+C4+2 5 Anchor Group D Anchor Group D 25-12' !112147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 41 1+C2+1 5 1+C2+1 16 1aC2+1 2 1+C2+1 131 1+C2+1 4 1+C2+1 141 1+C2+1 5 1+C2+1 5 r'6 28' 113.397 1aC2+1 2 1+C2+1 3 1+C2+1 4 1+C2a1 4 1+C2+1 5 1+C2+1 B 1+C2+1 2 1+C2+1 3 1+02+1. 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 36' ,17.397 1+C2+1 2 1+C2+1 3 1+C2N 4 t+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 4 1+C2+1 4 1aC2+1 5 1+C3+1 5 42' 20397 1+C2+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 1aC2+1 4 1+C2+1 4 1+C3+1 51+C3+1548' Z9.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1C35 1*C3N 5 1aC2N 2 1+C2+1 E 4 1+C3+1 4 1+C3N 5 1+C3N 5 97 2+C2+22 2+1xa2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 4 2+CJ+2 4 2+C3+2 6 2+G1+275 38.897 2+C2+2 2 2�C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2a2 4 2+C3+2 4 2+C4+2 5 2+G6+2 5 Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anclwr Anctcr Group E Group F 3.2' 4' NOTES: 1) FRAME DIMENSIONS ARE BUCK WIOTH AND BUCK HEIGHT (SEE SHEETS 34). SASH SIZE IS AS PER THE FIGURES ON SHEETS'6a. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TAB E. 3) SEE SHEET 9 FORA GUIDE TO USINGTHESE TABLES i rc mo Q rit O O (0 4 O CI .as O O N J � z $_ L) t3 d O E m 1Z1aa ID O W -1bd tp mNo o> Qp a zaz� HQ W J ®� Z ¢� 0 O :wvs S (7 Q H z x a F Z , n o O O o U N Q 0 = •nu �:w , s A LYNN MILLER PE TAHLt Ll: Glass Types 6.8 Sash Anchor Quantities forXO orOX Windows 30" Height 1 38' Height 1 48" He18hl 54" Heighl 1 BY Height 3(r Height 38' Height 1 48' Helghl 1 50 Height 83" Height RelnE Level R4 Width (M) Head 8 SW B Head 6 Sill E. Head 6 Snl E Head & Sin E Head 'E 8 Sill HeadIII 8 Slu Head S Sill E Head III 8 Sul Head 8 Sol Head 8 sill 11 Anchor Group A Anchor Group C 25.11Z 6 28' 38' m 4T 48' 80' 75" 17.147 Not Allowed 1+C2+1 2 1+C2+1 31 1+C2+1 141 1+C2+1 4 1+C2+1 14 13.387 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 I+C2+1 4 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 23.387 1+C2+1 2 1+C2+1 3 1+C2M 4 1+C2+1 4 1+C2N 4 29.397 38.897 2+02+2 2 2+2+2 3 2+C2r2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2r2 4 2+C2+2 4 2+C3+2 4 Anchor Group 9 Anchor Group D 25-11r 12.147 1+C2+1 2 1+C2+1 131 1+C2+1 4 i+C2+1 4 I+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 I+C2+1 4 21r 13.397 1+C2+1 2 1+C2+1 131 1+C2+1 41 1+C2+1 141 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 38' 17.397 1+C2+1 2 1+C2+1 131 1+C2+1 4 ,1+C2+1 4 1+C2+1 4 i+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 i+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 48' 23.387 NC2+/ 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 80' 28.397 2+G2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+0+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 d 2+C2+2 4 75' 38.897 -2+C2+2 2 2+C2+2 3 2+C2+2 41 2+C2+2 141 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2_ 4 2+C2+2^ 4 2+C2+2- 4 Me1c.AncharO.C. Anchor Spacing for "Integral-[G�ruupFFin" Installation GLASS TYPES '11,12 A 14,11 MAY NOT BE USED WITH J-CHANNEL ORINTEGRALFW FRAMES NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). SASH SEW AS PER THE FIGURES Of SHEETS 68. 2) FOR SIZES I'M SHOWN• ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET a FOR A GUIDE TO USING THESE PRODUCT ODUCT DEVISED mmplYlWtm14M F1M4L Y Q 1n O o Y. O co O (D N f yNy J e B M) 2 J m g Z ' LL ww u = W Vl d U V IWD m O i F 190 W BID 77 D. la— W J LL O F Z J � l Q fn Z 6 o � O Z O .wK o C, UN I1n u ZQ �u = �a.a >a 6'1Y JG 'f ,, A LYNN'NR1En P.E. P.E154705 'TABLE 23: Glace Typo Anchor Cuanfhi¢s for X0X Windows 5-8 Sash 24• Height 3D' Helpht 36- Haiul t 48` Height 64• H ctht E4 Htalgtd 24- Heigh w Hwgm 38' HelBht 48' Height S4• Heght BY Ho1914 width Sash �IReIb. L-1 C-Ig-11. Ranger) F-d & S41 Head B Sm Head a Sel H aW 8 S H Head & SIIIIII Hssd 8 SBI g Head a Sm Mead a Sm Hoed S SAI Head a SID Head 3 SIB ((cad & Sm R3 Mchor GmIrD A Anchor Croup C 4 ! 4 6 ! Si { y 1 4 4 41 Anchor Group B Anchor Group D 35-114• X-X-X 11.391-11.391 1.R.wR+1 2 i+C2.0•C2+1 2 1+R+wC2+1 3 7+C2+0.Q+1 4 1+Q+O+Qa1 4 1•Q•v+Q+1 4 1+Q.wC2+1 21+C2+D.M+1 2 1+R+wQ+1 3 7.R•wQ.1 4 1+C2.wQa1 4 1+Q.wQ.1 4 38'1 X-X-X 72.308-72.3DB 1+C2+wQ+1 21+C2+D+R+1 21+C2+wCZ+1 31+Q+wL2+141+Q•wR+1 41.R+wQ+14 1+R+O#C2+1 21+Q+DH�+121+C2+w C2+1 31+Q+wQ+141aC2+wQ+14 1♦Q+wQ+14 Y-X-Y 11.391-13.397 1+R+0.R+1 2 1+Q+O.C2+1 2 1+Q+wC2+1 3 1+C2+D.C2+1 4 1+Q+O+C2.1 4 1•C2+wQ+1 4 1,Q+O+R+1 2 1+C2.O+R•1 2 HCN-1 3 t.R+wQ+i 4 1•Q+0+c2+1 4 1+R+w(2+1 4 45-11111 X-X-X 13.358.14.053 1aQ+0+Q+1 2 1+C2.O.C+1 2 1+Q+(HC2+1 3 1+C2+wC2+1 4 t,Q+0.Q+1 4 1aQ.wQ+1 4 1.R+0+C2+1 2 1+Q•D+RN 2 1+QawQ♦1 3 1+Q.wQ•1 4 HQawQH1411.R.wQ•1 { na s Y.-X-Y. 11.391-12.297 1.C2+7aQ+1 2 1+Q+1+R+1 2 1.R+7.C2+1 3 1+C1+1+R+1 4 1.Q+1+C2+1 4 1+Q+1+(2+1 4 1+Q+1+C2+1 2 7+Q.1+C2+1 2 t+C2+1+Q+1 3 1+R.1.Q.1 4 1.QH+Q+1 4 HRH+Q.1 4 X-X-X 122B8-i5.658 1,R+O.Q+1 2 11Q.O.C1+1 2 1,Q+O.r2.1 3 7+R.wR+1 4 HQawRN 4 1•R.wR+1 4 HR.wC2+1 2 1+C2+O+Q.1 2 1.C2.wR•1 3 1+Q•wR.t 4 1•R+wR+1 4 1•Q+D+Q+1 4 Cuetmn 11.391 - 12.016 7aC2+NR.7 2 1+C2+1+Q+1 2 1+R.1+C2+1 3 1+C.2+1+C2+1 4 7+Q+1.R+1 4 1+CZ+faR+1 4 1+C2+1+CH7 2 1+C2+1+C2+1 2 1+C2+1+Q+1 3 1+Q.1+R+1 4 7aR•7•R•1 4 1.R+1+R+1 4 52-llT Y-X•Y 1x017.13.397 1+C2+1+Q+1 2 1+R+1+Q+1 2 1+Q+1+C2+1 3 1+CZ+1+f2+1 4 1+Q+1+Q+1 4 1+R+1.C2.1 4 1+R.1+C2+1 2 1+C2.1+C2+1 2 1.C2+7.Q+1 3 1+Q.1+R.1 4 1.R+1+Q+1 4 t•R•7+RN 4 X-X-X 13.388 - 17.010 1+Q.wR+1 2 1+C2+wQ+1 2 1.C2+0+C2+1 3 1+Q+D•Q+7 4 'I+(2+wR+1 4 L+Q.wQ+1 4 1+Q.wC2+1 2 1+Q+wQ+1 2 1+CZ+wR+1 3 1.Q.wQ+1 4 1.Q+0•C2+1 4 1+C2 C2+1 4 m I Custom 11.391.13.397 1+R+1+R+1 2 1+C2+1+Q+1 2 1+C2+1+C2+1 3 1+R+1+Q+1 jJ*C2+24C2+I +Q+1 A l+Q+1+Q+1 d 1+Q+1+R+1 2 1+Q+1+C2.1 2 1+C2+1.C2+1 3 1+R+1.R.1 4 1.Q+1+Q+1 4 t+R+1+R+1 4 67 , Y-X-Y 13.308. 16.300 1+R+1+Q+1 2 t+C241+(2+1 2 7+R+7+C2+1 3 1+C2.t+C2a1 1+Q,1 4 1.R+1+Q+1 I 1+02.1.C2+1 2 7+C2+1•QH 2 1.R+1.R+1 3 1+Q+1.R.1 4 1+RN+R+1 4 1+R+1+C2+1 4 X-X-X 15781-18.841 1+Q+wR+i 2 HCNU+Q+1 2 NC2+wC2+1 3 1+Q+O.Q•1 wQ.1 4 1+Q+o+QN 4 7+Q.0+ 2+1 2 1+Q+DH2+12 1+C2+wQ+1 3 1+R.wR+1 4 1.Q+wQN 4 1+Q+O+RH 4 C wn 11.391-13,397 1+Q+3.02+1 2 1.C2+3•R+1 2 1+CZ+3+CZ+1 3 1+CZ+3+C2+1 +Q,1 4 1+R+3.R+1 4 1aQ.3+C2+1 2 i+C2.3+Q.1 2 1+C2+wR+1 3 1+C2+3+Q+1 4 1+C2+3.Q.1 4 1+CZ+3.Q+1 4 76' 1 X-X-Y 13.398-19.110 I.C2+2+Q+1 2 7+C2+2+Q+1 2 1+R+2+C2+1 3 7+C2+2+CN7 +R+1 4 1+C2+2+R+1 4 1+Q•2+C2+1 2 1+R.2M.2+t2 1+R+2•Q+1 3 1+R+2+R+1 4 1+C2+2.LYN 4 1+C2+2+Q+1 41%-%-% 19.111.24.641 7•C2+1+R+1 2 1+Q+1.Q+7 2 1+R•1+C2+1 3 1+Q+1•Q+1 .Q+1 4 1+R.7.C2+1 4 1.R.1.C2+1 2 1+C'2.1•QN 2 1+R.1.R+7 3 1+Q.1+Q+1 4 1+C2+1.RN4 1+C2M+CN1 I le-izIa 1IL360.19.397 7+C2+3+C2+1 2 1+R+3+C2.1 2 1+R+3+C2+1 3 I C2a3+CN1 3+R•1 4 I+C2+3.Q+1 4 1+Q.3+C2+1 2 1,R.3H2+1 2 1+C2+3aQ+13 1+R+3.R+1 4 7+Q+3aQH 4 1+C2+3+C2+1 4 Y-%-Y 18.398-24.380 1+C2+3+R+1 2 1+C2+3aQ+121+C2+3.Q+1 3 1+CZ+3+R+1 3+Q+1 4 1•R+3+R•1 4 1+Q.3+C2+1 2 7+Qa].RN 2 1aR+3+R+1J 1.Q+3+Q+1 4 7+C2+3+C2+1 4 7+C2+3.C2+1 4 &FI7 24.361-30.360 HQ+2+Q+1 2 1+C2+2+02+1 2 1+Q+2+C2+1 3 7+Q.2aQ+1 2.R.1 4 1+R+2.R+1 4 7+Q+2+C2+1 2 1+R.2.Q+1 2 7+CN2•Q•7 3 7+R+2+C2+14 1+C2+2+Q+1 4 1+Q✓2+C2+7 4 120'Y•X-X-30.380HQ+3+Qa1 2 1.Q+3+QN 2 UR.wC2.131+RN.C2N 3+R.1 4 1+Q.3.Q+1 4 1+R.3+C2,1 2 1+Q+3.Q+1 2 1+C2+3+Q+1 3 1.Q+3+RN 4 7+C2+3.RH 4 7.Q+3+C2.7 4 SEE TABLE 8 FOR DESIGN PRESSURE 3s-w• ) W11 tt391-tt.39t 1.cz.wQ.1 2 t.R.wQ.1 2 7.cx.wCs.t 3 t.c2.wC2.1 4 tK2.0+Q.1 4 t.R.o.cx.1 4 1.Q.aQ.7 2 i•C2.D.R+t 2 1.czwt2.t 3 7.QawR.t 4 /.Rw.Q.t 4 HQ.w(2+1 38' X•X-X 1x30B-12Joe HR+O.QN 2 7+Q.wQN 2 1+C2.wc2.7 3 HC2+wC2.1 4 1+Q.GK2+7 4 1•C2•wC2+1 4 1+Q+O+C2.7 2 HC2a0K2+1 2 HRM+C2+1 3 1+Q.wQ.i 4 1+Q+O+C2.1 / NQ+O.Q+1 !••Jyi-i5 11.391-733W HQ•D.RN 2 NR+wQ+i 2 1+R•O.C2.1 3 1aQ+wC2.1 4 1+(2.D+Q+1 4 1.R+wC2+/ 1 f•R+wC2.1 2 1+R+MQ+7 z 1.Q.wQ.7 3 7.R.wQ.7 1 7+Q+OaQ.t 1 t.R.wR+1 46.1lB' 13.388-1d.6Bi NR•O+RN 2 1+Q+wQ.1 2 NR.O.R,1 3 HCNwC2+1 4 1+Q+D.RN 4 1.Qa0aR.i 4 f+R+wC2,1 2 1+C2.0•Q♦1 2 1.G2+wR.i 3 1+Q•wQat 4 1+R+wQN d 1+Q.wCN1 X•Y'•Y 71.391 .12287 1aQ+1,Q+1 2 7.Cw1+QN 2 7+Q.tat2.1 3 1+Q+1.Q+1 4 faQN•QH 4 1+RN.Q.1 4 1.Q.HC2+1 2 1+Q.1•R.1 2 1.C2+1.C2a1 3 1+Q•1+Q+1 4 NC2.1.Q+1 4 1.Q+1.C2+1 47314• 1 X-X-X 12.2B8.1S55B 1+C2.wR.1 2 1,CNwQ+7 2 1+Q,OH2a7 11+CwwQ+7 11K2.OH2H 4 1+Q+wQ+1 4 1.R+wt2+1 2 NR+O,R+t 2 1aQ,wt2a1 3 1.C2,wRN 4 1+C2a0+Q+1 11+Q•wR•7 Custom 17.391-12wB taQ.HRN 2 1+R+1.RN 2 1.C2+1+Q+1 3 HC2.HQ+1 4 1+Q+1.RH 4 1.CN1.RH / 1.Q,1+C2+1 2 1+RN•RH 2 7+C2+HCb1 J tIQ11+Q+1 1 1.R+taR11 / 1+Q.1+CN7 I 162-1R1' Y-Y,�-X 12017-13.397 1+Q.i.Qa1 2 1.R.1.QN 2 1+QH.R+1 3 7.C2.HCN7 17.Q.7aQ+1 4 1.R.1,RN 4 NQ.1•C2+1 2 1+Q•7+R.1 2 HC2+NC2.7 3 HQ.7.Q.1 4 1+R+1.CN1 4 1+Q+1•Q.1 11 X-X-X 13.3BB-77.010 1.R.OK2.1 2 1.(2.O+Q+1 2 1+R.O+Q.1 9 NCNwR.1 4 1+Q,O+QM 4 HR.wQH 4 1+Q.wc2.1 2 7+C2.OH2a1 2 1+CNwR.1 3 1.R.wRH 4 1•Q+D+QH 4 NR+wQ.1 I Gmtam 11.391 •19.397 1•Qa1.QH 2 7.R+HQ•7 2 7+R+1•RN 3 HC2+1.C2,1 4 1+Q.1•R+1 4 HRN•R.1 17+QN.C2+1 2 1+CN1+RN 2 HC2.NC2.7 3 7+Q+7•QN 4 1+R•1+Q+1 4 HQ+i,C1.t IBB' X-X-Y 13.398.15.780 NC2.NQN 2 1.R+1+Q+7 2 1+QH+C2+1 3 1•C2.1+R.1 / 1.QN.RN 4 NQ.NQN 4 1.Q.HQ+7 2 1+R+1•Q.1 2 iaG2.1•R.1 3 1.C2.1+R.1 4 UR+1•QH 4 1+RH•C2.1 X-X-X 133B7-1g,B11 1aRawQ.1 2 1+C2.0+Q,1 2 1aQ+wC2+1 3 NQawQa1 4 NQ+wRN 4 1.C2+wRN / 1,Q.wC2+1 2 1+C2.OH2N 2 1+R+wQat 3 1.RawRN I 1+Q+0+C2+1 + 1+C2+D.Q+1 pntoln 11.381-13.397 1•Q.NQ+1 2 1at2*3+Q•1 2 1.Qa3.Q,1 3 HR+wQ+1 11+Q+wQN 4 7+C2+NR+1 d taR.3.C2+1 2 1+C1.3K2H 2 1+C2a3.C2.1 3 7+Q•3H2H d 1.Q.3.Qa1 4 1aR•3+C2+1 76' Y-X-X 13.388 •'-19.110 1•C2.2+Q+1 2 NC2.2,QH 2 HQa2+Q•1 9 1.Q.2aQ.1 4 1.Q.2+QH 4 1+R.2+QN / 1+Qaz+Q+1 2 1+R+2.R,1 2 1,Q+2+C2+1 3 1.Q+2+Q+t 4 HQ.2.QH 4 1.Qa2+Q+1 X-X-X 18.111-24.8/1 1•C2+1•R.1 2 NC2.1+RH 2 HR.1•R.1 3 7•C2.1+QN 4 HR.HC2+7 d 1+Q.1+Q+1 ! 1+QH.Ra1 2 1+R+1+Q.1 2 1+C2+NRN 3 1.R.NQ.7 4 1+Q.1+Q11 4 1aC2aHC2.1 Calm 76380.18.387 1,R.3.R.1 2 NC2.3+Q.1 2 7+C2+3.C1.1 3 1+G2+3+Q•1 I NQ+3.RN 4 1+C3.3,C3+1 4 HC2+3+Q.1 2 7+R.J.RH 2 1+C2+3•Ra7 J 7,QaJ•Q+1 4 1,Ra3+RH 6 7,Q+3+Qa7 88' Y-Y-Y 18.398-24.360 NR.3.QN 2 NQ+3•R+1 2 1aQ+3.CN1 3 1,43+RN 4 1+Q.3aQN 4 1+pa3aQ•1 4 HR+3+C2+1 2 1H2+3K2a1 2 1+CNwQN 3 1.CN3+R+1 4 1+Q+3+Q+1 4 1+R.S+QN i Cuslam 24.387-70.380 1K2+2.R+1 2 HCN2+QN 2 1+R•2+C2a1 3 1+C2+2+CN7 11+Q+2,R+1 4 1+C3.2.C7.1 4 1+C2+2+CN1 21+Q+2H2H 2 1+C2+2.Q.1 3 HQ+2+Q+1 4 NQa2aQH 4 1+R+2,R+1 120' -30.360 1aQa3aQ+1 2 NR+J+R+1 2 NQ.JaQ.1 3 1+C2•wR•1 4 1+Q+3aRH d 1+Qa3•tlN 4 1+Q.wCN1 2 i+Qq+RH 2 1+C2•wQa1 3 1aQ.3+R.1 4 HR.3+RN 4 NR.3.C2H Y Q lt) j •+a In O O } wa0 0 n A � Z LL . LL b ya+d 0 r, (U r lZluu m O A > p0 W J DOJ 2 ?e0 DO � 2 a Z a � W LL O w � Z � i•.y; C7 Z � � O F¢.- O el 0 N 4 w+N �o:aD as 1 "MIN. SASH SIZE v" " '2"" Max. Anchor O.C. 7)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCKHEIGHT(SEE SHEETS }4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6B. 2) FOR 312FS NOT SHOWN, ROUND UP TO THE NEXTAVAILABIE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. 3) SEE SHEET 9 FOR GUIDE TO USING THESE TABLES. AND 11IS1l3•INDICA7E THATTHOSE STANDARD SASH CONFIGURATIONS FALLWRHIN THE 545H WIDTH RANGE 4)'1lNR-114•'1IA IN THE AD2ACEM COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASHCONFIGURATIONSFALL WITHINTHE RANGE. Anchor Anchor Spacing for "IntBgrai- Gmup E Group F Fin" InBfallaliOn 2.8' 4• IGloo, TYw• Anchor OoantHiea far XOX Windows 5 a 0 Sa.h S.sh 24- wlght 30' Hosom 36' Height 48' HdgM 64' Height Sr Height 2 r wipht 3C Height 1 39- Haight 4W He Height 54' Hecht 6lght J' w �ReinL bawl R4 con4e•�•OmI fLMe Pn) wag a sul wog a SID Hs.d a SIO H...- w.d a 6m wsd a SBI He.d a Smlil He.d a SIOIII Head a sm Hem a Sm w.d a SBI wad a sal Anchor Group A Anrllor Group C 35.114' 3B' 45-11&' I n�4, I52-17B' m �60' I I 7S BB' I 12D' %-%-X 11301-11.321 Not Allowed 1+C2+0+22.1 1+C2.0+C2.1 1+C2+0+C2.1 1+C2+O+C2H 1+C2+1+C2.1 1,C2.o.G2+1 1+CY+1+CZ+1 I+C2+1+C2+1 I+C2+O+C2+1 I+(2+1.C2+1 I,C2+1+C2.1 1+C2+O+C2+1 1.C2+3.C2+1 1+C2.2+C2+1 1+C2+1+C2+1 1+CZ+3.C2+1 1+C2+3+C2,1 1H2+2+C2+121+C2,2+C2+1 1+CNNC2.1 2 1422M+C2+1 2 I+C2.0+CN1 2 1+C2+0.C2+1 2 1.C2.0+C2+1 2 1.C2+1+C2+1 2 1+C2.0+C2.1 2 I+C2+1.CN1 2 7+C2+1+C2+1 2 1+C2+D.C2+1 2 1+C2+1+C2+1 2 I+CI+1+C2+1 2 I+C2+D+C2+7 2 1.C2+3+C2+1 2 1+C2+2+C2+1 2 1.C2+1+C2+1 2 1+C2.3+C2+1 2 N171+3+C2.1 2 1+C2+3.CN1 2 1+C2.0.C2+1 2 I.C2.0+C2+1 2 1+C2.D+C2+1 2 1.C2.0+C2.1 2 1.C2.1.C2+1 2 1+C2,O+C2+1 2 1.C2.1+C2+1 2 1.C2.1.C2.1 2 I.C2.D+C2+1 2 1+C2+1.C2+1 2 1+C2,14C2+1 2 1,C2.O+C2+1 2 1+C2.34C2+1 2 1+C2+2+C2+1 2 1+C2.1.C2.1 2 1.C2.3.C2+1 2 1.C2+3+C2+1 21.C242,C2,1 2 1+C2+NC2+1 3 1.C2.O.C2.1 3 1+C2.O+C2.1 3 1+C2.0.C2+1 3 1+C2+0+C2+1 3 1+C2+1.C2+1 3 1+C2.O+C2.1 3 1+C2+1.C2+1 3 1+C2+1.C2+1 3 I+C2+D+C2.d 3 14C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+D+C2+1 3 1+C2+3+C2+1 3 1+C2+2+C2.1 3 1+C2+1+C2+1 3 1.C2+3+C2+1 3 1.C2.3+C2+1 31+C2+2+C2+1 3 1.C2+3+C2,1 4 1.C2+0.C2+1 4 1+C2+1+C2,1 4 1.C2.0+C2.1 4 1.C2+O.C2,1 4 14C2.1+C2.1 4 1.C2.D+C2+1 4 1.C2.1+C2.1 4 1.C2.5+C2.1 4 14C2.D+C2+1 4 1+C2.1+C2+1 4 1+C2,1.C2,1 4 1.C2+0+C2+1 4 1+C2+34C2+1 4 1+C2+24C2+1 4 1+C2,1.C2+1 1 1+C2+3+C2+1 4 1+C2+3.CN1 41+C2+2aC2+1 / 1.C2.3+C2+1 4 1+C2+D+C2+1 4 11+Q+O+C2+1 4 4 1+C2+O+C3+1 4 4 1+C2+D+C2+1 4 4 1+C2+1,G2+1 1 4 1+02+D+C2.1 4 4 1+C241+f2+1 4 4 1+C2+1+C2+1 4 4 14C2+D+C2+1 4 4 1+C2+1+(2+1 4 4 1+C2+1+C2+1 4 4 1+C2+0+C2+1 4 4 1+0243+C2+1 / 4 1+C2.2+C2+1 4 4 1+C2+1+C2+1 4 4 1+C2.3+C2.1 4 4 1+C2+3+C2+1 4 4 1+C2+2+C2+1 41 4 1.C2+3+C2+1 4 %-%-X 12309. 12.300 X-X-X X•X-X 11.391.13.307 17.39B-14.6MM X-X-X 11.391-12.297 1229B-15.65a L1amm X-X•X 11.391-12.010 12.017.13�397 %-X-% Co4om 133BB-17.018 11391-13.397 X-%-X %-%-% 13398-15.350 15301-19.641 Custom X-X-X 11.791-13.797 13.398.19.110 X-X-X IB.111.24,8/1 C t.m X-X-X 19.380-18.387 1B.3B8.24.350 Cu.l.m 24.381-30.390 %-%-X -3D.390 Anchor Gmp 8 Anchor Group 1) 35-114- X-X-X 11391.11.3.91 1.C2.D+C2+1 2 1.G2+D+C2+1 2 1+C2+0+C2+1 7 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2.1 4 1+G2+O+C2.1 2 1.C2.aC2.1 x I+C2+D.C2.1 3 1.C2+0+C2+1 4 1+C2.O M+l 4 1.C2.D+C2+1 4 7S ', %-%-X I2308-12.308 I.CZ+O+C2+1 2 1+C2.0+CZ+1 2F.2C2+1 3 1+C2+O.C2+1 4 I.C2+0.C2+1 4 I+C2+D+C2.1 4 I+C2+0+C2+1 2 7+C2.D+C2+1 2 1.C2+O.C2.1 3 1+C2.C+C2+1 4 I+C2+0.C2+1 4 1.C2.D+C2+1 4 X-X•X 11.3a1-13.397 I+C2+0+C2.1 2 1+C2+0.C2+1 2,C2.1 3 I.C2+O+C2.1 4 I+C2+0+C2+1 4 1aC2+0+C2+1 4 1.CZ+O+C2+1 2 1.C2.P+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2.1 4 1.C2.0.C2+1 4 1+C2,0+C2+1 4 45i4,� %-%-X 13.398 - 14.503 14C2.0.C2+1 2 1.C2+0+C2+1 2+C2+1 3 I+C2+0+C2+1 4 1.C2.O+C2+1 4 1+C2+0.C2+1 4 1+C2+O.C2+1 2 1+C2.0+C2+1 2 1+C240.C2+1 J I+C2.O+C2+1 4 1.C2+0.C2+1 4 1+C2+0.C2+1 4 1 X-X-X 11.301-12.207 1+C2+1+C241 2I+C2+I.C2+1 2C2+1 314C2.1+C2+1 414C2+I+C2+1 4 1+C2+1.C2+1 4 1.C2,t,C2+1 21+C2+1+C2+1 21.C2.1.C2+1 31.C2+1+C2+1 414C2+1+C2,141+C2+1+2+1 4 47�P' X-X•X 12288-15.658 1+C2+D+C2+1 2 HC2+D,C2+1 2+C2.1 9 1.t2.w.0241 4 H C2+O.C2.1 4 1+C2+D+LZ+ 1 4 1+ .O+C2+1 C2 2 1,Ci+0,C2+ 1 2 1.C2.O+C2.1 3 1.G210.02.I 1 1,C2+O.CN1 4 1a C2+0.C2.1 4 Bolan 11391.12018 NC2+HC2.1 2 HC2H,C2a1 2+C2+1 31.C2.HC241 41+C2N.C2+1 4 1+C2N+C2.1 4 1+C2N+C2+1 21aC2.14G2,1 21.C2a1.C2+1 31+C2.1.C2+I 4 7.C2+1+G2+1 4 1+CN1•C2,1 4 Ly 62-114 X-X-X 12.017 - 13.397 1.C2+1+L2+1 2 1+C2N.C2N 2(2+1 3 1+C2N.C2+1 q NC2+NC2.1 4 NC2+1. C2.1 4 1+C2+1.C?.1 21.C2,7.C2+1 2 1+C2+1+C2+1 3 1+C2+1.C2.1 / 1aC2.1+C2.1 4 1.LR+UC2+1 4 X•X-X 13.399-17.01E 1+C2.0+G2,1 2 1.Q+O.C2,1 2+C2+1 3 1+C2+O+C241 4 1+C2.04C2+1 4 NO2.bCN1 4 1+C2.O+C2N 2 1.C2a0+CNi 2 1+C2.O.C2+1 3 1.C2.O+C2,1 4 1+C2.O+C2.1 4 1.C2+0.C2+1 4 S Custom ') 11391.13.397 1+C2414C2+1 2 I+C2+1+C2+1 2C2+1 3 1+C2+14C2+1 4 I+C2+1.C2.1 4 1+C241.C2.1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2.1+C2,1 7 1+C2+I.C2+1 4 1+C2+1.C2+1 4 1+C2+1+C2.1 4 A Bar X-X-X 13.303-15.360 1+C2+1+C2.1 2 1+C2.1.C2+1 2 1+C2+1+C2+1 3 t+C2+1.C2+1 4 1+C2+1.CZ+7 4 1+C2+1.C2+1 4 1.C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2.7.C2+1 3 1+C2+1+C2.1 4 I+C2.I.C2+1 4 1+C2+1.C2+1 4 E I X-X-X 15.361-19.641 1+C2+D+C2+1 2 1+C2.O+CZ41 2 I.C2+D.C2+1 3 1.C2+D+C2+1 4 I+ 2+U,C2+1 4 1+C3.O+C9+1 4 1+C2+O.C2+1 2 1+C2+p.C2+1 2 1.C240.C2.1 3 1+C2+D+C2.1 4 7+.+S+., 4 1+CND•Q+1 4 Cu tan 71391.13.397 1+C2+3+C2+1 2 1.C2434C2+1 2 1.C2+3.C2+1 3 I.C243+C2+1 4 1+C2+3+C2+1 4 1,C2+3+C2+1 4 1+C2+3+C2+1 2 1+G2+3+C2.1 2 14C2+3.C2+1 3 1+C2+3+C2+1 4 1+C243+C2+1 4 1+C2.3+C2+1 4 75, j X-X-X 13.303-19.110 1+C2+2,C2.1 2 1 C2+2+C2+1 2 I+C242+C2+1 3 I+C2,2+C241 4 I+C2+2+17+1 4 14C2+24C20 4 1.C2.2.C2+1 2 1.C2.2+C2+1 2 I+C2.2+C2+1 3 HC2+2+C2+1 4 1+C2.2,C2.1 4 1.C2.2+C2.1 4 IX-%-X 19.111.24.841 I+C2+1+C2a1 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+C2.7+C2+1 4 1+C2+1.C2+1 2 1+C2+I+C2+1 2 I+C2.1,C2+1 3 1+C2 1+C2+1 4 1+C2+I+C2+1 4 1+C2.1.C2+1 4 •ICietam 1a330-19.397 1.C2+3+C2+1 2 1+C2+7+C2+1 2 i+C243+C2+1 3 1+C2+3+C2+1 4 14C2+3.C2+1 4 7+C247+C2+1 4 I+C2+3+C2+1 2 1.C2+3+C2+1 2 I+C2.3+C2+1 J 1+C2+3+C2+1 4 1+C2+3.C2.1 4 1.C2.3+C2+1 4 BS X-X-X 18.79a-24.780 HC2+3+Cl+1 2 1+C2+3+C2+1 2 1+C2.3.C2+1 3 1+C2.3.C2+1 4 1+C2+3+L3+1 4 1+C2+3+C2+1 4 1+C2.3+C2+1 2 1+C2+3+C2+1 2 1.C2+3+C2+1 3 1,C2+3+C2+1 4 1+C2+3+C2./ 4 14C2.3+C2.1 4 CuaNm 24.9a1 .30.700 1+C2.2+C2+1 2 1+t2+2.C2+1 2 1+C2+2+CN1 3 1-2+C2+1 4 1+C2.2. C2+1 4 1+C2+2•C2+1 d !+C2+2.C2N 2 7.C2+2.C2+1 2 14C2+2.1241 3 1+C2.2+C2+1 4 1.C2+NC2+1 4 1+C2+2+C2.1 4 120' X-X-X -30.3a0 1+C2,3.C241 2 1.12.+3+C2+1 2 1+C243.C2+1 3 1+C2.34C2,1 4 1+C2.7+C2N 4 14C2.3+C2.1 4 1.C2.3+C2+1 2 1.C2a7+C2N 2 1.C2.7+17.1 3 1,C2+3+C2+1 / 14C2+7.C2+1 4 1.C2+3.C2+1 I WINDOW W DT11.5B28 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE ON. SASH SIZEv 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34). SASH SIZE IS AS PER THE FIGURES ON SHEETS SE. 2) FOR SIZES NOTSHOWN. ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TASLF- 3) SEE SHEET 0 FOR A GUIDE TO USING THESE TABLES. 4)'1l4-72-IW AND 'Ird-713-I13-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE rc ) Y 3:°g Q �11 K p U) C, 0 7 = 0 ZLL NIJi iD '�� 16 d UjU o- n> pY W m Z 0. 2 )a-. W U. O R IZ ® Q < d H o 2 O Z O N ol. 5 o Z O_ Q M!l 'uaD = caul Glass Types 7&B Suh S.'h Anchor Quenthie■ for XCIX Windows 24-HeipM 301 Hai9td 36'Hol9m 4r Heiphl 51'Hol9M 67H419M 24'HBpM 10'HeIDN 38'Ha19m 4B'Het9M 51'HoW eP Haipld IRemf. Lmel Con7pumtron Width Renpe 6n) Haad A S01 E Heed A Sdt E Heed 6 -I E Head 6 SI9 E Heed 8 501 Heed 6 591 Heed 6 BD Mead 6 S91 Hopd a Sill1�1 Heed a SII 'Y € Head 6 Sa E Heed 8 SBI E RI I Anchor Group A Arxhar Group C 35-1M 38' I6fAT11.391-13397 52-1/B' m 160' I I75' j 96' j 120' X-X-X 11.391 - 11.391 No1ADowed HQ+0•Q+1 2 1+Q+0•JC21, 1+Qw+Q+t 3 1+QwwN1 4 1+Qw•Q•7 4 1+Q•D+Q•1 4 X-X-X 12.3D6-12.308 1.C2+O+Q•1 1•C2.0•QH 1+Q+D•Q.7 7•Q•1•C2.1 I+Q+O+Q•i 2 1•Q+O+ 2 1•Q+0• 2 t•Q+0• 2 1•C2.1• 2 I•Q•0• HQw+C2N NQw+Q+t t+Qw•Q•1 7+Q+1•C2.1 1•Q•0•C2.1 3 HQww2.7 3 1•C2w•CN1 3 1+Qw•Q•I 3 1•Q•1•C2.1 3 1•Qw•C2.1 1 7•Q•0•Q7 4 7+C2ww2+f { 1•Q•D+CN1 4 7•C2.1•4 4 HQ+0+Q+1 1 1•Qw+Q•1 4 4 I+Q.0•C2.1 4 4 I.QO+Q•1 4 1Q•47a/4` 4 1•Q.0+CN1 4 1J.39B-1{.883 11.391. 12297 +229e-1s.5se11.391. K-X-Y. 12.010 12.01T-13391 t•C2+1•Q•1 1+Q•NQH i+C2+0•Q•1 2 1•CN1• 2 1+QN! 2 1•C2•O 1+Q•1+Q•1 1+Q+1.C2•f 1.C24+Q.1 3 1•Q+1•Q+1 3 f•GN1+C2+1 3 1•C2w.C2+1 4 NC2H•C2+f 4 HQ•1+C2+1 d 1+Qw+Q+1 4 1+C2H•CNt 4 4 1•Q•1•CNt 4 4 7+C2w•C2N 4 X-X-X 13.398-17.015 Cuelem K.X-K 11391-13397 13.34e-153M I+Q+1•Q•1 1+Q+1+Q1 1+C2+0•Q+1 2 1•C2+1+Q.1 2 I•Q•1•Q•1 2 1+412+0•Q•1 2 1+Q.1•Q+1 2 1+Q+7•C2-1 2 7•Qw+C2.7 3 1+C2•1•C2+1 3 7+C2H.C2+1 3 1•Q•0•CNI 4 1+Q+1•CNI 4 1•Q.7•Q+1 4 1+Q•0•C2-1 4 7•Q•1•Q+1 4 1 7+Q+1+C2.1 4 1 1+Qw+C2-1 4 X-X-X 15.361-MIMI Ontom K-X-K 11.391-13.397 13.398-19.110 1+Q+3•C2+1 1+CN2.Q•1 1+CNI+Q•t 2 1.Qw+Q•1 2 t.Q•2+Q+1 2 HQ+3+C2•1 2 1+Q•2+C2.1 1+Q•1•CZ+1 3 1•C2+3•C2+1 3 1+Q+2w7+1 3 1•Q•1•C2.1 4 1•Q•3•C2-1 4 1•Q+NQ•1 4 4 I•Q•3.Q•1 4 4 1•Q.NQ+1 1 4 1•C1.1+CNt { %-%-% I9.111-24.e41 Wstom K-X-K 16.350-19297 79.198-21.380 i•Qw•Q•i 1.Q•3•Q•I U22 f-C2-3 2.1 1•Q•3•G2.1 3 1•Q+3.CN7 3 HQ+J.Q+1 d 1 M3C2+1 4 1+Q+NCNt 4 1 1+©.3+C3.7 1 Qutom 24.3Bf-30.300 I+C2+2+Q•1 1+Q+3+QN 1.Q✓1+Q+1 i•Qw•C2+1 3 1•Q+ •C2+1 1 3 1+Q+3+C2.1 1 4 1 1•C3•NCJ+i 1 1 1.Q•NG1.7 4 K-X-K •30.300 Anchor Group 0 Anchor G..p D 35-I/4' X-X-X 11=1-11.391 I•Q•D+Q•I 2VC21.C2.1•I 2 I•CNO•Q•1 3 7•Q•0•Q+1 4 1•CNO+C2+1 d I•C2+0•Q•1 4 I.C2+aQ•1 2 I•Q•0•Q•1 2 f•Qw•Q•1 3 I•C2w+Q•1 4 7•Q•0•C2+1 4 1•Q+D•L2+1 { 39, X-X-X 12.308-12.308 7+C2.0•C2.1 2•1 •1 2VC2. 3 1+Q•0•Q•1 4 I+C2.0+Q+1 4 1+Q+0•Q+1 4 I.C2.0•Q•1 2 1•Q+D+Q+1 2 I•Q•0•Q•1 3 1+Q•0•Q+1 4 I+Q+o.Q+t / I.C2w+C2•11.]91-13.797 1+C2.O+QN 2•1 22.1 3 HQ•o•QHI•CND•Q+1 4 I+Q+O+Q+1 4 1•CND•Q•1 2 HQ+D+Q•1 2 I•Qw•C2•1 3 I•Qw+Q+1 4 I+Q•0+Q+I / 1-u-7 4 X-X-X 13.396-14.683 I+Q+D-C2.1 2•I 2NI 3 1•C2.0•C2+1 4 I+CND+CNI 4 I+C2+0•C2+1 4 I+Q.G+Q. 1 21.C2.0.Q•t 2 1•Q•D•cz+7 3 I•Qw•Q.1 4 I•Qw•Q+7 4 I•c2w.cz.1 4 IIa91-12.297 I.Q•1+Q.1 2Q+1 2C2+7 3 I+Q•1.C2.1 4 1+C2•t+Q•1 d 1•C2+1•Q•1 4 7+C1.1+Q•1 2 i.Q+I+Q•7 2 I•Q•1•C2.I 3 1•Q+I+Q+1 1 1+Q•1•QH 4 t•Q.I•C2.1 4 sad 12298-15.559 I+Q•D•Q+I 2Q+1 2C2+1 3 Iw2+0+Q+1 4 I.C2.0•Q•1 4 I+C2+D+Q•1 4 1+CNO•C2.1 2 t•Q+aQ•I z 1• Q•o•cz•1 3 t•Q•D+cz•I 4 7•aw•Q.1 4 1•r1w+Q•t 1 Clom 11.]91-12.O7B 1+Q+1•Q•1 2QH 2_+I 3 I•QN•Q•1 4 1•CN7.Q•1 4 1M2.NQ•f 1 1+CN1+C2N 21•Q+1•Q•I 2 1•Q•1+C2.1 3 1•QN•Q•1 d 7•Q•1•Q•1 1 1.QNwN1 4 52-mr. K-X-K 12.017-13.397 I+Q+1+CN1 2Q.1 2C2+1 3 1•Q•1•Q•1 4 I•Q•1+Q+1 4 t+Q.t+Q•1 4 1+Q+1+C1.1 2 1•Q+I-C2 2 1+Q•1+Q+1 3 1•Q+l•Q+1 4 1+Q+1+Q•1 4 1+Q.1.GNI4 X-%-% 13.398-17.016 1•Q+OK2.1 2Q•1 2C2+1 3 I+Q•0•Q•1 4 I•CNO•Q•I 4 I+C2+0•C2.1 4 1+Q+D•Q•1 2 f•Q+D+Q•7 2 I•Q•0+Q+7 3 1•Q•0•C2+1 4 I•Qw.Q.1 4 t.C2w•Q•1 4 I Cuelom 11.391 •13.397 2.1 2 1•Q•1+Q+7 2 Q+1 3 1•Q•1•C2.1 4 t+CNt•QH 4 I+C2+1•Q+1 { t.Q+1•Q+1 2 f•C2•1•Q•1 2 1•Q•f+Q+1 3 1•C2N+C2+1 4 1+C2+1•Q•t 4 t•Q•1•CN7 4 80' K-%.% 13.398-75.360 •I 2 1•Q+1•Q+1 2 I+Q+1+Q+1 3 I+CNI•C2+I 4 1•C2+1+CN7 4 I•C2+7+CN1 4 1•CN1+C2+1 2 1•C2•1+Q•1 2 1•Q•1+C2N J NQ+I•CN1 4 1+Q•1+Q•1 4 1•Q•1.CN1 4 3 X-X-X 15307-19.817 •1 2 1•Q+0•Q•f 2 1+CNO•C2+1 3 1+Q+D+Q+1 4 7+C2+D+QN d I+C3.O+C3.1 1 1.C2+O+Q•1 2 1•Q+p•Q•1 2 1+C2.O+Q+1 J 1•C2•O+C2+1 4 1•C2w•Q+1 1 1•Q•0•C1N 4 Custom 11.391-13.397 2.1 2 1•Q+3•Q+1 2 1•CN3•Q+1 3 i+QN•Q+1 4 I.CNNQ+1 4 I.C2.3+Q+1 4 I•C2+3•Q•1 2 1•CN3+C2.1 2 I•Q+3.QH 3 t•Q+3•C2.1 4 1•Q•3•CN1 4 HQ.3•C2•1 4 76' i%-X-K 13.398-19.110 pl-C2-3�-l C2+7 2 1•Q•2•Q•1 2 1+CN2+C2+1 3 1w2+2•C2•1 4 t•C2.2+Q+1 4 I+C3+2+C3.1 4 7.Q.2+Q•1 2 1•C2+2+C2.1 2 1•Q+2+C2+1 3 1•C2+2•Q+1 4 1•Q•2•Q.1 4 1+Q+2+Q•1 4 X-X-X 19.f11-2/.647 2+12 1+CNI+Q+I 2 /+Q+1+Q.1 3 1•CN1+C2+1 4 1+Q•i•Q+1 4 I+C3.1+Q.7 4 I.C2.1+Q+1 2 1•C2+1+C2+1 2 I•Q.1•Q•1 3 1+Q+1.Q•1 4 1•Q•1.Q.1 4 1+C2•1•CN7 4 C2•12 1+Q+3+Q+1 2 1+Q+3+Q+1 3 1w2•NC2.1 4 1•Q+3•Q•1 4 1+C3.3•C3+1 4 I•CN3+C2+1 2 t+Q+3+C2.1 2 1•Q•3•Q+1 3 7+Q•3+C2.1 4 HQ+3+Q•1 4 1•C2•3+Q+1 4 1. 82/3B0 Q•1 2 I.Q•3.Q+1 2 1.C2•3•Q+1 3 1w2+3+Q+1 4 1•C2•3•Q+1 4 I+C3+3•C7+1 1 I.Q+3.C2N 2 f.LN3•Q•1 2 1+Q•3•C2.1 3 1•Q+3+CN1 4 1+Q•3•Q•1 4 I+Q•3+C2•1 4 Q•1 2 1.Q•NCN1 2 1•Q•2•CNt 3 1w2.2•Q•7 4 1w2•NQ•11 1+C3+NQ+i 4 7.CN2+Q+1 2 1•Q•2•C2.1 2 1.Q+NCN1 3 HQ•2•C2•I 4 1.Q•2+f:2+1 4 1•C2.2+Q•1 d 120' I X-X-K "-30.360 I+C2 C2.1 2 1•C2.3•Q•7 2 1•Q•3•Q•1 3 1w2+3+Q.1 4 1+C2+3.Q•1 4 t+C9+3•C3•t 1 t+Q•NQ•1 2 1.C2.3•Q•1 2 1+Q•3.Q+1 3 7+Q+3+Q+1 4 1•Q•3+Q+1 4 1+QNwN1 d •• MIN. SASH SIZE • W NOOW WDTH • 69.28 .NOTES: 2 7) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34}SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-a 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIf.ENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4)-114-12-1/4' AND'1r,1113-itr INDICATE THAT THOSE STANDARD SASH CONFIGURA71ONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLMTHIN THE RANGE Y Q U) � ..a o 0 c O O Nco 6 N 2� n ii two U XOM fA wU p •� WZ O •y A> yC OO J m ' J wa O c m z d �z Q F- W LL O F O ® j �RF Q z ar Z AoaS o O U flo-mu-11: Anchor QuantftWs for XOX Kndows WKQM:j 48-tkVd WMaht 63"W%M 2CM9ht =W914 w ."m 48- FMgtd 54- WWI Or HeIght SUN WIdIh R. t L—I RaM, on) Fmd&SIfl -Mo.. N..dISE &S.1 Hd&= Head ".'dl I l R4ii mwv 111.391 -Ilml Not Allowed 1 !-C2-0-C2-1 *CZ-0#C2-I 1-2-0-C2-1 2111(21aC2+112 211-C2-0-C2-111 211-G2-0-C2-112 iIC2+D#C2-1 + I CZ.NC2.1 l*C2-1*C2-1 12-NI 1 311+C2-0+C2+114 31111-=�M 311-=-O-C2- 3 lfbo-,Q. 1. C2+0+C2. 4 I.CZ+D.C2+1 4 . I-C2-0-C2+1 4 1•C2+D-CZ-1 411.0+0-C3.1 3W 12.306 -!2.3M Y-%-X Y.-)S-% I li.391 - 3,V7 13.595-14.683 CZ�Ql I -C2-D-C2-1 2 ll,C2+0+C2.11 211.C2.D-C2.112 _*'+C2*1 2 1,C2.(I#C2.1 I-Q-D�C2-1 3 jl+=#aC2+1 311-C2+0-C2-1 4 I-C2+0-C2-1 C3+0-C3- 411-C3+0+C3+ 4 !IC3*01011 1MV )S.'A.A 11.391.12m 12.268 - MEN I+C2+NM-1 C2-0- 1 C2-1 C2.D.C22# ,C2-0+C2.1 I.C2.2.0.1 I.C2.1.C2.1 I.CMI.C2.1 !*CZ-2*C2+1 I.C2.2+C2.1 I-C2-0-C2-1 1,C2-3+C2.1 2li4C2#&C2+112 2 I-C2.0-C2-1 2 l*C2,&C22+1 2 i-C2+0-C2+1 2 I.C2+2+C2-1 2 I+C2+2+C2-1 I#C2+0+C2-I l+C2+3.C2+1 2 1<2+2.0.1 2 I-C2-0-C2-1 2 1.0.aC2-1 P12*D I+C2+0,C2.1 2 I-C2+0+C2-1 1�0+0-1 ! I-CZ-G-C2.1 2 I.C2-2-C2-1 2 i; CI-2-C2-I 2 2 Ma-i 2 1-(2-3-C2-1 2 I-C2-3-C2-1 2 1 C3.1 2 I-C2+3-C2-1 2 J+C2.3+C2.1 3]i.C2+0.C2.1 311.C3+0+C3.1 311-C3+0+C3+1 311.C2+D.C2+1 311-C2-2+C2+1 311.C2-2.C2+i 3 11-C3-D-C3+1 ' `2+�Cbl 3 G3 I- -3+C3+i 3 I.C3+D+C3.1 3 I-C3+4-C3-1 3 I+C3.4.C3.1 C3-0-C3- 4 I+C3.0,M.1 4 -C3-&C3+ +C3-0- C' 4 �.C3.2.0.1 4 I.C3-2-C3-1 4 1-01+0-0-1 4 I-C3-3-C3-1 4 1-0343.0-1 4 I-C4+NC4-1 4 I.C3.4.0-1 4 I.C3.4.0-1 4 ;M�W-1 4j'1+CC'3+*n*§3+#lI 411-C3-2-C3+1 411-04+0-C4-1 411-C3-3-C3-1 4 l+O4.3-C4-I 4 I-04+0-04-i A I+C4+4+C4+i 4 I+Ot-4-04+1 52.1tr Cat— 11.391-11018 12.017 -13.397 1&308 -17.018 1 60r Got- 34-YX 11.391 1&397 13.398 - 153W 15.381-19.541 75, it Cuelam 11.391-13M7 13.396-19.110 19.111 -24.541 w Cu*m 17Wi - 1"97 19.398 .24.360 24.301-31.6411 I-C2-2-C2-1121 -C2-2-C2-2 2 I+C2-2-C2+2 3 2-0-3-C3-2 2*0-3-0+21 2+C4-3-CA+2 4_y y 29 -1 �--515 515 - Sg 641 !-C2.3,02-1 2124=040+2 2 2-C2+3-CZ+2 3 2+C3+4+C3 -2 2-0-�0+2 4 2+C0�04-2 2+CZ.2.C2.1 212.C2-3-C2-2 2 2+C2-N `222 24C3+3.C3+2 4 2.04.3-04.2 4 2.CII.�00 �-39 641 2-C2+3+C2-2 1212-02-3-C2-21 45-VW 47ZIC 52-IIW so. 7S- 11.391 111-Z 1. 1-Zl'El112121H11*-9:2*lME 1�* *4Mil G2%g1C119 9r 91-1 19-"4-- 2�.21E� 1 4 4 +..4.0- 4 ; ;i;- 217 3--15 1-- A-K-A 124.361-31.64112---2--21212+C2-3+C2+21212.C2.3.C2+21312.C3+3.E!.3412.C3+3-C3+4412-C4-3+C4-21411-C2-2-C2-11211+U-2-=+11211+C2-2-C2-11311+C3- X.)I.X 120.541 _ 32.515 p C3*4*Zj:j�� + + !12F 1 !�2 !j! 2 lli+ !3i;C2*9 ! !.23!! 4 2C3*4*CI+, +1 i + _2_1 f '*!F* MO+ 2 '911 � . .. 1201 "111-31"1 �.-I-.-2 2 �.-1 2- ;:!4 2*2'21.-29 MFE-C2 21 .2 312*.-. 2. 14V C2+3+C2-21212+C2-3-C2-4 2j2.C2+4.C2.2j3j2-C3+4+C3-q 412.04+4-C4+21412+C5-4+C5-q 412-C2-3-C2-21212+C2.3.C2.21212.C2+3.C2-21312.C3.N 4 SEE TABLE 15 FOR I)FRAME DIMENSIONS ME BUCK WIDTH AND SUCK HEIGHT (SEE SHEETS 3-4). GLASS TYPE Sim WINDOW WIDTH -Bon SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. S 10�1 2 & 14.16 MIN. SAS MAY NOT REUSED WITH 2 2) FOR SIZES NOTSHOWN. ROUND UP TO THE NEXTAVAJLABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. INTEGRAL 3)SEE SHEET BFO A GUIDE MUSING THESETABLES. }CHANNEL OR 4) 114-12414- AND 'V3413-113- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE FEN FRAMES IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE 4 4 'GLASSTYPES11-1Y614-18 I "MIN.SASHSIZEe••'••"•'•• 2 3) FOR SUESNOTSHOWN• ROUND UP TO THE NEXT AVALLADLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH 3) SEE SHEET B FORA GUIDE TO USING THESE TABLES. J-CHMg:EL OR INTEGRAL 4)'1W-112-114' AND'1/113113- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE FIN FRAMES I IN THE ADJACENT COLUMN.'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. i s 'n Q o O 4 ¢ O aIW O o JQ N OJ •-] lg JJ" JMJ O 2LL vNiLL m u o 0 ' U U X N d (n F Z Oi m q W J •�N o� x o O O J Z a Z W J W $ ® $x C OD XZ (J ~ Z Z o � O Ni Z O Q mil 'It;. �17rr• k(T_t 6 <; •r•A LILAN'Lhn�n,PE I 13111 of Material 4 Part/ Derr:dptlon Meterlai 11 620121 Fmma Head, SIB oW Jambe - JChanrel PVC 2 OM122 Frame Head, Slf end Jambs -FWge PVC 3 620123 Fmme Head, SIf and Jambs - Fln PVC 4 e20124 Fmrm P.M. SN and Jambs - Equal Leg PVC 13 020172 Are" Nsart/Trim Cawr PVC 14I, 020131 Fixed Meeting Rall PVC 16' 620168 Track V-rt 6063 TO AI 18 62=13 Sash Imo (81dw. Top 6 Bottom) PVC 17 820166 IIIMonom0 - 6083 TB At 10 1 820158 PWI Reif Warlock 5083 TO Al 20 820144 Pull Rao Interlock Cover PVC 21 623160 Light Bash RDinbmemont BTO AI OBS 22 ', 1120151 Standard Sash Relnbncement 6083 TO AI 23 8.20152 HD Sash Rembmemerd SOBS TO AI 24 ` 620153 Standard Meeting RWI RolMtmement BOOS 75 Af 25 1 820154 HD Meotl g Rall ReblbrcomoM BMS 75 Al 28 1 B20156 H.D. He&. Refer Mmtkg Ralf Relnbmemenl 6005 T5 At 27 710X114PPA 010 x 1-114' PH. PH SDS V&wrail Some) 41O SS 28 1 81844 Weathtdp, em.1x .201 FIn PBe 0T 29 I SWIG WeatilamM , .1ST x .220P POe 30 1 98 x 1' Ph PH BIDS (kmedock Mounting ScraM 41O SS 31 7W12PPA 48 x 3-1I2' Ph. PH SMS (Fxed Meeting Reif Be..) 41O SS 32 716693P Mootirg Rao So- Support Plate 6083 75 Al 33 720210 Weep Hole Cover PVC 34 720187 installation Scmw Hole Plug PVC 37 720197 Ado Lock C Steel 38 720199 Sweep Look Cost 21. 39 720188 Auto Look CowrAssambfy Cast arlc 40 I N8 x 1-118' Ph. FM BIDS (Auto and Sweep Lock Scmw) SS 41 720200 Auto and Sweep Lock Keeper Cell 7uw 42 78Xf4PPA 48 x 34' PH. PH BOB (Keeper So" Be. 43 7012FPTX #0 x 112' FPH Tek (Relnbmomenl Screw) BE 44 1 Leadst0e Top Comer Key Nylon 45 1' Lea6Bb Bottom Comer Key Nylon 48 1 Lock.We Top Comer Kay Nylon 47 �i Lockelle Bottom Comer Key 48 720204, Wheel 72 620135{ Land. I.G. Bead 74 Bookbedd'eg, GE TM o Dow 791 75 71BW5 1 Setlkg Block Ire' x 2' x 11W1, 85+/-5 duet. KEPDM BO 61011 Rol-lormod Semen 81 61012 ', Extruded Semen Frame 82 '. Extruded Screen Speeder Bm g3 47042W ', Screen Comer Key with Pull RBg PVC B4 47041WICKCLS Seem Camay Key No Pull REM PVC B5 7CASPM 1 Terebn Spring SS Ba 818MID 1 Semen Clalh - F@e1g`ass 87 B7836re1614 .140' Screen Spline achineMard Rofed) VNyi NOTES 1) ITEMS a 5.12,18, 35, 38, 4D 719 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 2) PVC BY ROYAL N/INO"AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 3500. 350P 3SDT 3.50V --►III-- .062' -�-I+- .062' -��-� �rwr - Z44 i I5•� DID� •J-CHANNEL .625' FLANGE FRAME FIN FRAME �L ECUAL LEG FRAME 1� O A JAMBS EAD, SILL -T- � O JAMBS L B 1.37 O �BSSILL B O4 JAMES L B L� I� 7.872 �I Ir lbgt• +saT 1.431 MDT •m. .065• 0 7.020• 1.37s 1� -I-clr- S90''D.237' } +.000• � .Om. .0- ANTILIFT RAIL FT RAIL 13 ATNM COVER 10II��M�NG RAIL II75 INSERT •�- +6 SASH RAIL 1I0 INTERLOCK 20 IJNTERLOCKCOVER J76' '1 LL II .07r0'� �J 7.7W 'eo• �r .176' j .754• .750• ., 'III .060' 1S .060'I .715' Il ��7.165�w O LAN Itit OEN 21UG SASH STANDARD RE I�I BEADING SCREEN FRAME SCRFRFO REINFORCEMENT I J41.iB4' r- 7� � 1.16Y I-- - --►1 1.182- F - II 07V 1-'-,I. ,,,.FF�� De4- 07D- .791• 1.g 1.041• 1.o4r n � Imo' •280• 7.22s• . . AIT r +O ---111------''' ,� JSV 1J31• j� .� 124 L ,13V 1J40' I•+- -� L Aw 1.340' N-• L .074' REINFORSASHCEMENT MEETING RAIL REINFORCEMENT 25 HO MEETNG 28 HOR MEETING RAIL REINFORCEMENT REINFORCEMENT 17 MONORAIL PRODUCT RBYIS® m ➢ITe1 Imo PMrlh gek ,°,=da-No 16-o J •J7 � •.I, r,,; Rekwd � DeiK R.H.Iae F ?Df0 Ipv.1e .• ••• �^ o-.oubet WINDOW EXTRUSIONS & BOM orven BJe J ROSOWSKI ;; .. •`r:�'`tl :: ••'.;.C;%:•• ..t •rr, '� .' ,L LI14Q1}�P.F, Same h'�Y 1070 TECHNOLOGY DRIVE N. B FL 3427 P.D. s P.O. O% 1329 HDKOMIS: FL 34274 Tab HORIZONTAL ROLLER - LM aafx 05/15l15 1y, Xy a. Seat': HR-5510 NTS 5'kah 17 OF 18 --0 No. MD-HR5510-01 Rey. A CERT. OF AUR1. /29298 MITERED FRAME WITH INTERIORAND EXTERIOR FRAME WELDS SASH ASSEMBLY DETAILS EXTERIOR C? EgmsE Lock BIN otMeterel 0 `Part0 Deswlpom MOtedal 100 7MC7024 MuBI-PdM lack m Get ano 101 73340 Opmlor mdntlnO Plde Bed 102 72015 Multi Lock Alunti- 103 7=14 Muhipcilft Lack Gu4b Hyln 104 22D217.221 Te B. Vui., Sidnlm. Steel 106 7107AJf12HFX N10■ 1Z HH MS st.W—st.d 108 75XIFPAX OB X 1° Ph. FH SMB std.. SNW .LOT 7BX75FPTX #8 z 3+4' Ph. FH SDS I Slddee. Steel 27 \ rrvvnc �wnv EGRESS LOCK 6 n DETAILS fNOT TO SCALE 03 ORO 42 JI/ 704 888777 I B7 ,I OPT. AUTO LOCK 1 4•+r ATTACHEDTO PRODUCT REVISED m^I'•�P+YLve P101k 4B I FRAME JAMB 106 �"+�04 �0 Irn-O It.144 F.ryirvlinDme TA 1I 42 16 01 EL2 14 \ ® 1 oPT. T2 102 I _ 47 42 OPr.SWEEPLOCK ATTACHED TO 1 FRAME JAMB 1070 TECHNOLOGY DRNE 80 OR Bi 15 MITERED FRAME WITH © N. VEOCE, FL 34275 1 /--INTERIOR AND PRAMS YIELDS EXTERIOR 100 (941)-480-1600 CERr. OF AM. 129296 SCREEN :,. Res.4� e.w 1 ASSEMBLY DETAILS W. R. eu.: 33 EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME - ASSEMBLYp"- 6' No �s DETAILS I t-'`'•.`_'.,ja';>' '• HORIZONTAL ROLLER- LM 05/15/15 1) GLASS AND SOME PARTSIOPTKINS NOT SHOWN ON DRAWING FOR CLARITY. '•J •."}:':?;; " ''A, SMee/YadY: HR-5510 3vNvT S m180E 18 rvMDaR5510-01 MAOEM 2) CELOFRMEWEPARTOI.OTHRHTSAPY L 3OHN E6 P.