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HomeMy WebLinkAboutHR 5510M IAM I_ED MIAMI-DADE COUNTY 6 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 (NOAI w .miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSLLE IMPACT BATING: 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: 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: September 24, 2020 fe, !toApproval Date: September 01, 2016 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-UR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per 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, Durasealo 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 11/16/15, 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 Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) Manuel Pere Product Control Ex(mingi 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 (CONTINUED) 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. FTL-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-51 Edition (2014), 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 02/28/18. 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. �� MarmeiPeFei,M.E. Product Control xami er NOA No. -0 4.17 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-5t" 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 PExa Product Controlm' er NOA No. 14.17 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E-3 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8" MAX. I�--- A, SEE SHEET3 EQUALLY SPACED ANCHORS PER TABLES 17-27 SEE SILL WEEPHOLE DETAILS, SHEET3 12-3/4" MAX. O.C. _— B, SEE I li SHEET3 10" MAX. I C, SEE - r VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 SHEET4i I I I / a a / a X O X I I 1 CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETtt.( 4" O.C. BETWEEN ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION 1-1/4 SEE SHEETS MAX. 9-16 _ 10 MAX_._._ —_-L a C, SEE - r VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 SHEET4i 76" I i I MAX. X BUCK / / 7 HEIGHT 1 CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETtt.( SEE SET ARE MET. SHEETS 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. 9-16 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. SEE SILL WEEPHOLE� NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, DETAILS, INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE BON SHEET 2. SHEET4 1-1/4 SEE SHEETS MAX. 9-16 _ 10 MAX_._._ —_-L a _ ----_— — VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 a / as / I i I O X OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. / / 7 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION 4" O.C. BETWEEN 75" MAX. BUCK WIDTH D, SEE 2-5 ANCHORS, SEE CLUSTER SHEET 4 DETAILS SHEET 5 a 8" MAX. - I�-- I O E, SEE SHEET3 72" MAX' EQUALLY BUCK SPACED HEIGHT ANCHORS PER I TABLES 17-27 1 8" MAX. DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 LARGE & SMALL MISSILE IMPACT RESISTANT 15.85" - 18.94 "MAX. O.C. MAX. O.C. I�` B, SEE ____ r-' SHEET3 _ 1 63" MAX. BUCK HEIGHT 15.67" MAX. O.C. SEE SILL— B 3" MAX. WEEPH LL 4" O.C. BETWEEN D DETAILS, WEEPHOLES 3" MAX. SHEET3 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN AS OX 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 C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN 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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" 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. B. 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 RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% 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 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED 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 & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 1 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND E:> a X a O / a a X TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING _ 1 63" MAX. BUCK HEIGHT 15.67" MAX. O.C. SEE SILL— B 3" MAX. WEEPH LL 4" O.C. BETWEEN D DETAILS, WEEPHOLES 3" MAX. SHEET3 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN AS OX 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 C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN 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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" 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. B. 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 RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% 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 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED 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 & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 1 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND 1 REINFORCEMENT LEVEL, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 2 OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. / / 7 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION - CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETtt.( 1t t SET ARE MET. � 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. 5 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. ` NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, A. LYNN MILLER; REE INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE BON SHEET 2. P.E.# 58705 ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AISI-S100-07/S2-2010 GENERAL NOTES ......................... 1 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & / / 7 EQUAL LEG/BOX................. 3 INSTALLATION, INTEGRAL FIN & J -CHANNEL ...................... 4 GLAZING DETAILS. ....................... 5 DESIGN PRESSURES ................... 6-8 ANCHOR QUANTITIES ................. 9-16 EXTRUSION PROFILES & BOM.... 17 ASSEMBLY ........................ _.......... 18 Revised 8y:1 Date: Revision: JR 05/05/16 A) ADDED SPACERS TO SHEET 5. in Revised By., Date: Revision: Description: GENERAL NOTES & ELEVATION 1070 TECHNOLOGY DRIVE Title: N. VENICE, FL 34275 HORIZONTAL ROLLER - LM P.O. BOX 1529 NOKOMIS, FL 34274 Series/Model: Scale: Sheet: CERT. OF AUTH. #29296 HR -5510 NTS 1 OF 18 PRODUCT REVISED nS cor oplig with the Fladdza Building Code ,¢ Y Acceptance N016, Ex 'FaWn D'atC By 43Y.°kt de PFE}dq%Ct °w / / 7 J ROSOWSKI 05/15/15 Drawing No. Rev., MD-HR5510-01 A TARI F 1 Al I n1AIARl F r1 ARC TVPFS Glass Type Description (Listed from Exterior to Interior) Substrate 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated, (2) Lites of 1/8" H Glass with .090" SG Interlayer 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 12 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer SLE SHEE I b, I AIJLL S i -UK ULALINU/Ut51UN PKtStlUKt/AIVUHUKAUC IIVUtA. TARI F 9- AI I nIA/ARI F AAICHr1RC THRrII Ir:H THE FRAME Group Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S. S.) 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SM S.S. (steel, or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" 1/4" steel Aggre Gator P.T. Southern Pine SG=0.551.1 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" n,A,ADI C nnlrunoe Tuonl Inu TUC IKl=C _DAI MKI Group Anchor Substrate Min. Edge Min. Distance Embedment* E 2-1/7x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7/16" Through the integral fin...... 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S. ) P.T. Southern Pine (SG=0.55) 1/2" 1-318" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) Steel, A36* 3/8" 0.050" ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 #12 SMS (steel, 18-8 S.S. or 410 S. S.) P.T. Southern Pine (SG=0.55) 9/16" 1-318" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36* 3/8" 0.050" GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu=45 KSI & MIN. Fy=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TARI. F 4INDEX OF INSTALLATION METHODS PER FRAME TYPE Frame Types (see Fig B) Glass Options (see Table 1) installation Conditions Substrate Option Detail Sheet J -Channel (#1) 1 4 Through the integral fin...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the frame of the window...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 ,..,into Metal - sheet 4, option 7 Flange (#2) 1-4 Through the frame of the window ...... ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 .... through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 Integral Fin1 (#3) 4 Through the integral fin...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 .,_.into Metal - sheet 4, option 8 Through the frame of the window...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 ....into Metal - sheet 4, option 7 Box / Equal -Leg () 1 - 4 Through the frame of the window...... ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....through 1X Buckstdp into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 INSTALLATION NOTES, SEE SHEETS 3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND 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 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. MIN. OF 3 Q� THREADS BEYOND d d 8b THE METAL LEG o❑❑ SUBSTRATE. FOR STEEL STUDS, o MIN. Fu=45 KSI & ❑ ❑�� MIN. Fy=33 KSI. A. LYNN MILLER, P.E. oo❑❑ P.E.# 58705 FIGURE B: FRAME TYPES Q� Q� FLANGE ❑� BOX OR ❑ EQUAL- ❑� oa❑� LEG o❑❑ 1 o� ❑a o o J -CHANNEL ❑ ❑�� INTEGRAL ❑ FIN ❑�� o❑❑ oo❑❑ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Revision: "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" BUTACITEO PVB BY KURARAY AMERICA, INC. "SG"= .090"SENTRYGLAS9 INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED as cnmrylyine wish She FWW& Buildzog Code qq "Ce ;ratsan 17aee L?y k im T1m s Pt°cwf' Ct C GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI HORIZONTAL ROLLER - LM 105/15/15 /Model: Scale: I Sheet. Drawing No. Rev: HR -5510 1 NTS 2 OF 18 1 MD -1 I A INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES - INSTALLATION OPTION 3 TYP. ANCHOR TYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. INSTALLATION EMBEDMENT AND EDGE OPTION 4 (SEE SHEETS 6-8) SEE NOTE 2, SHEET 2. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 TYPICAL OR ALL ANCHORED THROUGH EDGE DISTANCE E SEE TABLE 2, SHEET 2. FRAME INTO METAL "XO" OR "OX" SASH 1/4" MAX SHIM EMBEDMENT FRAME INTO 2X WOOD 16 29 � FRAME OR BUCKSTRIP. 1/4" MAX. SHIM 19 16 30 28 ° '• SEE NOTE 2, SHEET 2. 13 20 OPERABLE 43 EDGE FLANGE EMBEDMENT #10 OR #12 STEEL 40 SASH DISTANCE FRAME SMS (G5), SEE 37-39 SHOWN TABLE 2, SHEET 2.TYP. o 2 28 ANCHOR TYPE, ,Z FIXED 1/4"MAX SHIM ❑ 41 LITE vt] o o VISIBLE �'' ❑ 1 EMBEDMENT AND V EDGE DISTANCE PER � o 13 ❑�� - J f� -�, LIGHT WIDTH „ a a SUBSTRATE, SEE O �❑ TABLE 2, SHEET 2. 72 �, 85 87 ° DADE APPROVED MULLION, FBC COMPLIANT EU VISIBLE 42 29 _ ALUMINUM/STEEL FRAMING FLANGE 72 LIGHT WIDTH f� OR STEEL STUD. MAY BE FRAME 24 OR 25 OR 26 EXTERIOR 144 n �/ a EQUAL LEG (1) AT MID-SPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN (SEE SHEETS 6-8) TYPICAL FOR ALL FRAME 43 (1) 3-1/2" FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO" OR "OX" FIXED MEETING RAIL SHOWN CORNER AND (1) AT CENTER OF HEIGHT TABLE 2, SHEET 2 BUCK WIDTH — SASH STILES/RAILS 29 HORIZONTAL SECTION A-A (OX) 22 OR 23 BUCK zs 30 16 19 16 (SEE SHEETS 6-8) TYPICAL HEIGHT EXTERIOR 43 OPERABLE 20 OPERABLE 43 FOR ALL "XOX"SASH OPERABLE 40 SASH SASH SASH 21 OR 22 OR z3 VISIBLE LIGHT GZ__� o = ra 37-39 G�---� o ❑ (SEE SHEETS 6-8) HEIGHT .I ;�� 28 Da �� ��- TYPICAL FOR !� ��- 41 16 o FIXED -�`; - ❑ ALL SASH u VISIBLE LITE 5 7 VISIBLE 86 45 47 ����lll LIGHT WIDTH 1r==�� ��__��� ��i LIGHT WIDTH t� O a❑ 43 FLANGE 81 WEEP r 29 FRAME 87 85 o 15 SHOWN C=J�-f= o o c `-J� OPT. P9v o o NOTCHES 80 3/4"X1/4" 00 25 OR 26 VISIBLE 42 0 EXTERIOR 1-1/4"X 1/4" 34 LIGHT WIDTH 2 (SEE SHEETS 6-8) TYPICAL FOR 72 14 4 4 ALL "XOX" FIXED MEETING RAIL 331/4" MAX BUCK WIDTH SHIM HORIZONTAL SECTION E-E (XOX) — T REVISED EQUAL-LEG PPcompCing widthe e3xlheFPcnds o EQUAL LEG INSTALLATION AS PER SECTION A-A ABOVE FRAME BuP� Cade SHOWN Acceptance /� ()"J,/„ J FRAME SHOWN ° � ° %Revised B Y' Date: Revision: z7q'ivation Bate �> INSTALLATION EMBEDMENT OPTION 2 Revised By: Date: Revision: �� ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EDGE DISTANCE VISIBLE LIGHT FORMULAS ' 6 /`��C6 0 Description: Drawn By.- y:CONCRETE/CMU. FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP. ANCHOR TYPE, EMBEDMENT AND EDGE VERTICAL ,; (EQUAL-LITE XO&OX)- 1070 TECHNOLOGY DRIVE Title: Date: DISTANCE PER SUBSTRATE, SECTION B-B WIDTH: BUCK WIDTH /2-4-1/4" ;� N. VENICE, FL 34275 HORIZONTAL ROLLER - LM .05/15/15 SEE TABLE 2, SHEET 2. HEIGHT: BUCK HEIGHT - 7-1/4" P.O. BOX 1529 NOKOMIS, FL 34274 1Series/Model: Scale: Sheet: Drawing No. Rev: A. LYNN, MILLER, P.E. CERT. OF AUTH. #29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 A P.E.# 58705 INSTALLATION DETAILS FOR FIN AND J -CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP. SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) NOTE 2, SHEET 2. ANCHORED THROUGH INTO METAL (INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT FIN/FLANGE REMOVED) "XO" OR "OX" SASH WOOD FRAME OR BUCK- 16 29 STRIP. SEE NOTE 2, EDGE 1/4" MAX. SHIM 19 16 302gEDGE SHEET2. DISTANCE 13 20 40 OPERABLE 43 ISTANCE J -CHANNEL #10 OR #12 STEEL SASH o37-39FRAME -��TABLE SHOWN SMS (G5), SEE 2, SHEET 2. ;nnn O 1 4128 0 0LITE TYP,i'LEMB ANCHOR TYPE, EMBEDMENTAND 1/4"MAX SHIM FIXED __� VISIBLE EDGE DISTANCE PER SUBSTRATE, SEE TYP. ANCHOR TYPE, FIN AND/OR EMBEDMENT AND EDGE FLANGE MAY BE SUBSTRATE, REMOVED IN � _Jr - �,i LIGHT WIDTH D TABLE 2, SHEET 2. (SCREW SHOWN) 0 72 DISTANCE PER -FIELD SEE TABLE 3, SHEET 2. Fif 85 87 AME �a FRFIN 13 O o -J 0 SHOWN 29 DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING VISIBLE 42 0 � � EXTERIOR LIGHT WIDTH 72 24 OR*OR 26 14 3 VISIBLE FIXED OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8) TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO" OR "OX" FIXED MEETING RAIL INSTALLATION HEIGHT TABLES 2 & 3, SHEET 2. BUCK WIDTH 22 OR 23 OPTION 8 HORIZONTAL SECTION C -C (OX) (SEE SHEETS 6-8) ANCHORED THROUGH 29 16 TYPICAL FOR FIN INTO METAL 30 16 19 ALL "XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR HEIGHT 28 OPERABLE 40 SASH 20 OPERABLE 43 SASH SASH #10 OR #12 STEEL VISIBLE GZ_=�, o 1r r� o - lr �� -�� II �I G5 ( ),SEE 21 22 OR 23 LIGHT OPERABLE OR �� TABLE 2, SHEET 2. EIE HEIGHT SASH (SEE SHEETS 6-8)_ ,�' 'ii iii 28 J�1 ���-` i_ TYPICAL FOR ALL ASH S 16 ❑ ---� o 41 _� �-- - FIXED LITE I VISIBLE ❑ 86 � 45 _.� VISIBLE � _ 47 LIGHT WIDTH iir= _�� ��_ -�� LIGHT WIDTH ❑ OPT. ---=,7 80 81 �� ---_- 1 D D FIN a FRAME 87 85WEEP n II o o ;; o ice- b 29 29 NOTCHES 29 SHOWN 0 25 OR 26 42 VISIBLE EXTERIOR _ Oo 3/4" X 1/4" 1-1/4" X 1/4" 3 (SEE SHEETS 6-8) TYPICAL FOR LIGHT WIDTH 72 14 1 J -CHANNEL FRAME 15 ALL "XOX" FIXED MEETING RAIL SHOWN 33 a BUCK WIDTH I 3 1/4"MAX HORIZONTAL SECTION F -F (XOX) SHIM PRODUCTREVISED conwiying withA?bF s`�v`Swa o . (1) AT MID -SPAN OF INTERLOCKas INSTALLATION AS PER SECTION D -D ABOVE Building FIN FRAME 1 31/2" FROM EACH SASH 43 () - CORNER AND (1) AT CENTER OF rrp AcceptanceNoBB✓ ` _ f SHOWN Revised By: Date: Revision: }- riaatiaa Date SASH STILES/RAILS TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EDGE DISTANCE Revised By. Date: Revision: : 'n .4ePz ctcaau=.tr SUBSTRATE, SEE SEE Rio TABLE 3, SHEET 2. �� EMBEDMENT VERTICAL VISIBLE LIGHT FORMULAS Description: Drawn By: J -CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 (EQUAL -LITE, XO & On 1070 TECHNOLOGY DRIVE Title: Dote: ANCHORED THROUGH INTEGRAL FIN SECTION D -D WIDTH: BUCK WIDTH /2 -4-1/4" - N. VENICE, FL 34275 HORIZONTAL ROLLER - LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- HEIGHT: BUCK HEIGHT -7-1/4" .` P.O. BOX 1529 STRIP. SEE NOTE 2, SHEET 2. NOKOMIS, FL 34274 Series/Model: Scale: Sheet., Drawing No. Rev: A. LYNN 'MILLER, P.E. CERT. OF AUTH. #29296 HR -5510 NTS 4 OF 18 MD-HR5510-01 A P.E.# 68705 STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS �/ BUTYL & DESICCANT FOAM EXT.GLASS- STRUCTURAL SILICONE FOAM WITH DESICCANT EXT.GLASS__V POLYISO- BUTYLENE SEAL I STAINLESS EXT. GLASS SILICONE 1/4" NOM. 76 KODISPACE 0 4SG TPS INT. GLASS _ALUMINUM REINFORCEMENT 5/16" FC7 DURASEAL® SPACER INT. GLASS aHOT -MELT BUTYL �- 3/16" NOM. 5/16" A/A PVB 7/16" AIR SPACE 1/8" A_ GLASS aEXTERIOR 7s -7s 5/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS aEXTERIOR 7sas 7a SUPER SPACER®NXTTM INT. GLASS EXTERIOR a DESICCANT FILL AREA 5/16" NOM. C r -SILICONE SEAL 7/8" NOM. 5/16" A/A PVB 7/16" AIR SPACE - 1/8" T GLASS- aEXTERIOR GLASS TYPE 5 7/8" NOM. 5/16" H/H SG 3/8" AIR SPACE - 3/16" A_ GLASS- aEXTERIOR GLASS TYPE 10 7/8" NOM. GLASS TYPE 6 7/8" NOM. GLASS TYPE 11 1/2" NOM.GLASS 7/8" NOM. BITE TYP. n 7/16" A/A SG 1/4" AIR SPACE - 3/16" A_ GLASS- aEXTERIOR XL EDGET"" 33 ��❑yy 11I 79 SPACER IL o I GLASS TYPE 15 T. GLASS TYP. GLAZING DETAIL Part# Description Material 76 Kom inerling 4SG TPS Spacer System 11 e 16 77 Quanex Super Spacer nXT with Hot Meil Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer I KEFEKLNUt I Lb' I KtHUK I ta: I- I L-61"11, 2TJUa & OWUI CS I Kt NUK I ta: F I L -251"I 1, 1TJna & OWU "A" ANNEALED "H" = HEAT STRENGTHENED 76 "T" =TEMPERED 11 e 16 "PVB" =.090" BUTACITE® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, A. LYNN: MILLER, P.E. SHEET 2. P.E.# 58705 —�{ 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE - 3/16" A GLASS- aEXTERIOR 5/16" H/H SG 3/8" AIR SPACE - 3/16" T GLASS- aEXTERIOR 7/16" A/A SG 1/4" AIR SPACE - 3/16" T GLASS- aEXTERIOR GLASS TYPE 7 7/8" NOM. GLASS TYPE 12 7/8" NOM. GLASS TYPE 16 1 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE - 3/16" T GLASS- aEXTERIOR 7/16" A/A SG 5/16" AIR SP 1/8"TG aEX 'GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES GLASS TYPE 8 7/8" NOM. ACE LASS TERIOR 10 7s -7s GLASS TYPE 14 PRODUCT REVISED as comr4ying wiik%l�. F4Mda Building Code p Acceptance No /&- 714. i Revision: E ration Date JR 05/05/16 A) ADDED SPACERS, By MOVED CLSTR. DETAILS. F#tai Dade F a+,act.C&akr Revised By: Date: Revision: 7 { ® Description: Drown By: GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Dote: N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW - LM 05/15/15 P.O. BOX 1529 NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev. CERT. OF AUTH. #29296 HR -5510 NTS 5 OF 18 MD-HR5510-01 A TART F 5' —� [� 4" MAX. O.C. G-A AI (`N()R CLUSTER DETAIL 4" MAX. O.C. �— 4" MAX. O.C. r— TARI F R Glass Types Index to All Design Pressure and Anchor Quantity Tables 5-8 Config. Max. Width Max. Height T G�� Reinf. Level Design Pressure Anchor Quantity Table # Sheet # Table # Sheet # X0 or OX 75 54" 5 1 6 6 17 9 54" 2 7 6 18 9 63" 3 8 7 19 10 72" 4 10 8 20 10 75" 54" 6-8 1 6 6 17 9 54" 2 7 6 18 9 63" 3 8 7 19 10 63" 4 11 8 21 11 72" 4 10 8 20 10 75" 76" 10-12 4 12 8 22 11 14-16 4 12 8 22 11 XOX 120" 63" 5-8 3 9 7 23 12 5&6 4 13 8 24 13 7&8 4 14 8 25 14 140" 63" 10-12 4 15 8 26 15 14.16 4 16 8 27 16 —� [� 4" MAX. O.C. G-A AI (`N()R CLUSTER DETAIL 4" MAX. O.C. �— 4" MAX. O.C. r— TARI F R Glass Types Design Pressure (lbs/ft?) 5-8 for XO or OXWndows Reinf. Level R1 All Buck Heights up to 54" All Buck Widths +50 /-50 up to 75" SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOR a C -LUST ER DETAIL SASH WIDTH 8" MAX. O.C. _ — 4" MIN. O.C. �") \ICHOR JSTER DETAIL NCHOR 1STER DETAIL JAMB EXTERIOR ID NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TABLE 7: Glass Types Design Pressure (lbstW) 5-s for XO or OX Windows Reinf Level R2 All Buck Heights up to 54" All Buck Widths +65 /-70 up to 75" SEE TABLE 18 FOR ANCHORAGE R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN H (REINFORCEMENTS SHOWN HT IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) MEETING RAIL EXTERIOR a R H HT MEETING RAIL Revised By: Date: Revision: JR 05/05/16 DEMOLSD CLUSTER Revised By. Date: Revision: ® Description: DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRIVE Title: N. VENICE, FL 34275 HORIZONTAL ROLLER - LM P.O. BOX 1529 NOKOMIS; FL 34274 Seriea/Model: Scale: Sheet: CERT. OF AUTH. #29296 HR -5510 NTS I 6 OF 18 PPzODUCT IREVISED as eo€riopPg with the Florida Bund ag Code Accs.ptance No i -�3 417 -rirataern i7ate By Miami :afxe pr€xheefr 05/15/15 MD-HR5510-01 I A EXTERIOR a SASH WIDTH JAMB EXTERIOR V SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) R H HT MEETING RAIL NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)"1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TABLE 8: Glass Types Design Pressure (Ibs/fe) 5-8 for XO or OX Windows Reint Level R3 All Buck Heights up to 63" All Buck Widths +50 /-50 up to 75" 11.391 - 11.391 SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types 5 - 8Sash Configuration 9 Sash Width Range (in) Design Pressure 481' (tbsin-21 for XOX Windows Window Buck Height 54" 63„ Reinf Level R3 35-14" Y, -%-Y, 11.391 - 11.391 +50.0 ! -50.0 +%0 -50.0 +50.0 -50.0 38" % % Ya 12.308 - 12.308 +50.0 -50.0 +%0 -50.0 +50.0 ! 50.0 45-119' J 11-391 -13.397 +50.6 ! -50.0 +%0 -%0 +50.0 -50.0 13.398 - 14.683 +%0 ! -50.0 +50.0 -%0 +50.0 -50.0 47J/4" 11.391 -12.297 +50.0 I -50.0 +%0 -50.0 +50.0 i -50.0 12.298 - 15.558 +SOA -50.0 +50.0 -50.0 +50.0 ! -50.0 Custom 11.391 - 12.016 +SpA 50.0 +50.0 -50.0 +%0 j -50.0 52-1l8" % % % 12.017 - 13-397 +50.0 I -500 +50.0 50.0 +50.0 ; -%0 13.398 - 17.016 +50.0 -50.0 +50.0 -%0 +50.0 I -50.0 ro Custom 11.391 - 13.397 +50.0 j 50.0 +50.0 -50.0 +50.0 -50.0 60" Y4 -y, -Y, 13.398 - 15.360 +50.0 1 -50.0 +50.0 -50.0 +50.0 I -50.0 15.361 - 19.641 +50.0 j -500 +50.0 -50.0 +50.0 -50.0 Custom 11.391 -11397 +50.0 1 -50.0 +50.0 -50.0 +50.0 -%0 75" % % % 13.398 - 19.110 +50.0 j -50.0 +50-0 -50.0 +50.0 ! -50.0 19.111 - 24.641 1 +50.0 -50.0 +50.0 -50.0 +50.0 1 -509 Custom 18.360 - 19-397 +50-0 -50.0 +50.0 -50.0 +49.1` -49.1" 96" y4 -y, -y4 19.398 - 24.360 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 Custom 24.361 - 30.360 +50.0 -50.0 +50.0 -50.0 +50.0 j -50.0 12u, 747% -30.360 +50.0 -50.0 +50.0 -50.0 +49.1' -491' * +50/-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE ** MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 Revised By: Date: Revision: G7Revised By: Dote: Revision: 0 Description: DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRIVE Title: N. VENICE, FL 34275 HORIZONTAL ROLLER - LM P.O. BOX 1529 NOKOMIS; FL 34274 Series/Model: Scale: Sheet: CERT. OF AUTH. #29296 HR -5510 NTS 7 OF 18 PRODUCT RE VISED as complying with the Florida Building Cade tt Accepttwre Not �. pieatloe Date 1 By n-1 hdimr, DadepE€SFdncTR�LKF ! J ROSOWSKI 05/15/15 trusting No. Rev. MD-HR5510-01 I A TABLE 10: Glass Types Design. Pressure (Ibse) 6-8 for XO or OX Windows Reinf. Level R4 All Buck Heights up to 72" All Buck Widths +501-50 up to 75" 25-1/2" SEE TABLE 20 FOR ANCHORAGE TABLE 15: TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure (Ibse)for 5 - 8 XO or OX Windows Reinf Level Window Buck Height R4 48" 54" 63" 25-1/2" +650 1 -70.0 +65.0 40-0 +65.0 -70.0 a 28" +65.0 1 -70.0 +65-0 -70.0 +65.0 : -70.0 Y 36" +6&0 -70.0 +65.0 -70.0 +65.0 -70.0 R4 Qr' 1 U m' 42" +65.0 I -740 +65.0 -70.p +65.0 1 -70.0 11.391 -13.397 48" +65.0 -70.0 +6&0 -70.0 +65.0 i -70.0 11.391 - 13.397 60" 7577.1 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -110.0 75" +65.0 1 -70.0 +65.0 -70.0 +64.3` -64.3" * +65/-70 FOR GLASS TYPES 6-8 SEE TABLE 21 FOR ANCHORAGE Glass Types Design Pressure (Ibs/fle) for 10-12 & 14-16 Design Pressure (lbs/ft) for XOX 54" 63" 76" 10 - 12Sash Configuration Sash Width Range (n) Reinf. Level Windows Window Buck Height Y Reinf. Level +65.0 1 -110.0 +65.0 -110.0 +65.0 -1140 R4 Qr' +65.0 1 -100 +65..0 -10..0 +65..0 ,100m48" 48" 54" 63" 11.391 -13.397 60" Custom 11.391 - 13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 '' 60" %-Y,-Y, 13.398 - 15.360 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 +65.0 Custom 15.361 -19.641 15.361 -19.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 t -65.3 Custom 11.391 - 13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 6 75" Y, -Y, -y4 13.398 -19-110 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 U -102.0 +65.0 19.111 -24.641 +65.0 -110.0 #65.0 -110.0 165.0 -1140 M +65.0 Custom 17.641 - 19.397 +65.0 -110.0 +65.0 -110.0 +65.0* -104.6* 3 -110.0 +65.0 -97.4 Y, -Y, -Y, 13.398 - 19.110 +65.0 -70.0 +65.0 -70.0 ss" y, -y-+/, 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0* -109.5* +65.0 -110.0 Custom 24.361 -31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 24.361 - 31.641 120" %a -y % 29.641 -32.515 +65.0 -110.0 +65.0 -110.0 +65.0' -104.6* +65,0 -70.0 29.641 -32.515 '%-%-'-'/s 32.516 - 39.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 59.9 140" Custom *' -39.641 1 +65.0 -110.0 +65.0 -110.0 +65.0* -104.6* * +65/-110 FOR GLASS TYPES 11 & 12 TABLE 16: Glass Types Design Pressure (Ibs/fle) for 10-12 & 14-16 XO or OX Windows Reinf Leel Window Buck Height R4 54" 63" 76" 25-1/2" +65.0 i -110-0 +6&D j -110.0 +65.0 1 -11&0 E28- Reinf. Level +65.0 1 -110.0 +65.0 -110.0 +65.0 1 -110.0 Y 36" +65.0 1 -110.0 +65.0 -110.0 +65.0 -1140 U Qr' +65.0 1 -100 +65..0 -10..0 +65..0 ,100m48" Configuration Width Range (in) +6&0 -110.0 +650 -1100 +650 -1100 11.391 -13.397 60" +650 -110.0 +65.0 1100 +65.0 -99 +65.0 -110.0 +65.0 -110.0 75" EXTERIOR SEE TABLE 26 FOR ANCHORAGE " MIN. SASH SIZE = WINDOW WIDTH - 60.72 2 Glass Types Design Pressure (lbs/ft2) for XOX 14-16Sash Configuration Sash Width Range (in) Windows Window Buck Height 7 & 8sash Reinf. Level Sash R4 Design Pressure (lbs/ftz) for XOX Windows 48" 54" 63" Configuration Width Range (in) Custom 11.391 -13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 R4 60" '' 13.398 -15.360 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 11.391 - 13.397 +65.0 Custom 15.361 -19.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 r -65.3 Custom 11.391 -13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -109.3 +65.0 75" Y4 -y, -y4 13.398 -19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -102.0 +65.0 -70.0 +65.0 19.111 -24.641 +65.0 -110.0 +65.0 -110.0 +65.0 -102.9 m -70.0 Custom 17.641 - 19.397 +65.0 -110.0 +65.0 -110.0 +65.0 -97.4 Y, -Y, -Y, 13.398 - 19.110 +65.0 -70.0 +65.0 -70.0 +65.0 56.5 +56.2 -56.2 +65.0 -70.0 W. %%% 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0 -92.0 +65.0 56.0 Custom 24.361 - 31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -88.4 +65.0 120" +65,0 -70.0 29.641 -32.515 +65.0 -110.0 +65.0 -109.8 +65.0 -84.3 +59.9 59.9 +55.5 32.516 -39.641 +65.0 -110.0 +65.0 -105.0 +65.0 -80.8 +65.0 140" Custom I " -39.641 +65.0 -110.0 +65.0 -105.0 +65.0 1 50.0 SEE 1A13LL 27 FUN ANUIURAGL SEE TABLE 22 FOR ANCHORAGE R H iT MEETING RAIL NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A. LYNN.MILLER, P.E. P.E.# 58705 Glass Types 7 & 8sash 5 & 6seen Sash Sash Design Pressure (lbs/ftz) for XOX Windows Configuration Configuration Width Range (in) Window Buck Height Window Buck Height Reinf. Level Reinf. Level R4 36" 36" 48" 54" 54" 63" Custom 11.391 - 13.397 +65.0 Custom 11.391 - 13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -65.3 +65.0 60" Y4 -y, -y4 13.398 - 15.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 r +65.0 %-%-Y, 15.361 - 19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11.391 - 13.397 +65.0 -70.0 +65,0 59.6 +63.3 53.3 +53.2 -53.2 -70.0 75" Y, -Y, -Y, 13.398 - 19.110 +65.0 -70.0 +65.0 -70.0 +65.0 56.5 +56.2 -56.2 +65.0 -70.0 +65.0 -70.0 19.111 -24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 56.0 $ Custom 18.360 -19.397 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 +65.0` -67.2- Custom 18.360 - 19.397 +65.0 -70.0 +59.9 59.9 +55.5 55.5 +49.1 -49.1 96" 19.398 +65.0 -70.0 +62.1 1 -70.0 +58.0 58.0 +50.3 50.3 120" ++/y_%_ -'/a Y, -Y, -Y, -24.360 -70.0 -70.0 -70.0 1 -62.1 1 1 +65.0` 1 57.2* 1 1 Custom 24.361 -30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -6T3 +57.0 57.0 120" Y4 -Y2 -Y4 •• -30.360 +65.0 -70.0 +59.9 59.9 +55.5 55.5 +49.1 -49.1 ** MIN. SASH SIZE = WINUUW WIDTH - 59.28 SEE TABLE 24 FOR ANCHORAGE TABLE 14: 2 Glass Types 7 & 8sash Sash Design Pressure (Ibse) for XOX Windows Configuration Width Range (in) Window Buck Height Reinf. Level R4 36" 48" 54" 63" Custom 11.391 - 13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 60" %-Y,-y4 13.398 -15.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 r %-%-Y, 15.361 -19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11.391 -13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 75" Y4 -y, -y4 13.398 -19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 19.111 - 24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 $ Custom 18.360 -19.397 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 +65.0` -67.2- W y, -y, -y4 19.398-24.360 +65.0 1 70.0 +65.0 -70.0 +65.0 1 -70.0 +65-W 1 58.8• Custom 24.361 - 30.360 +65.0 1 -70.0 +65.0 1 -70.0 +65.0 -70.0 1 +65.0 -70.0 120" ++/y_%_ -'/a •* -30.360 +65.0 1 -70.0 +65.0 -70.0 1 +65.0 -70.0 1 +65.0` 1 57.2* * +65/-70 FOR GLASS TYPE 8 ** MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES Revised By. hate: Revision: Revised By. Date: Revision: ® Description: DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 PRODUCT i FVISFS:.* as complying with Rh -71 Bui1c'mg Cade 1�, "� Acceptance 1,k, lixwm Eion Date * V91) pl�dd -OETe 8a . J ROSOWSKI HORIZONTAL ROLLER - LM 05/15/15 ieries/Model: Scale: Sheet: Dmwing No. Rev: HR -5510 NTS 8 OF 18 MD-HR551O-01 I A �raar�rq Glass Types Anchor Group E Anchor Quantities for XO or OX Windows 5 - 8 Sash Width 30" Height 36" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height 1 54" Height Head Head Head Head Head E Head Head £ Head E Head E Head E Reinf. Level (In) &Sill {In) & Sill 6 &Sill &Sill &Sill -° &Sill & Sill & Sill & Sill &Sill &Sill R1 & Sill - R2 LOLU> �° 1W r O �° C) o L0 Anchor Group A Anchor Group C Anchor Group A 25-1/2" 12.147 1+C2+1J22+C2+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 v 28" 13.397 1+C2+11+C2+1 2 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 1+C2+1 36" 17.397 1+C2+11+C2+1 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 3 W c0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 _j J a 60" 42" 20.397 1+C2+11+C2+1 2+C2+2 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 m D Q 75" 36.897 2+C2+2 1 21 2+C2+2 1 31 2+C2+2 31 2+C2+2 3 c 48" 23.397 1+C2+11+C2+1 25-1/2" 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 3 1+C2+1 3 1+C2+1 3 t 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 v 60" 29.397 2+C2+22+C2+2 3 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 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Y U � 42" 20.397 1+C2+1 2 1+C2+1 3 75" 36.897 2+C2+2 3 3 2+C2+2 3 2+C2+2 1 3 2+C2+2 1 21 2+C2+2 1 31 2+C2+2 31 2+C2+2 3 Anchor Group B Anchor Group D 25-1/2" 12.147 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 15 28" 13.397 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 36" 17.397 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 Y 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 � 42" 20.397 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 0 48" 23.397 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 2+C2+2 1 21 2+C2+2 1 31 2+C2+2 3 2+C2+2 3 c BO" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 21 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 1 31 2+C2+2 I 3t 2+C2+2 1 31 2+C2+2 1 21 2+C2+2 1 31 2+C2+2 131 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Glass Types Anchor Group E Anchor Quantities for XO or OX Windows 5 - 8 Sash Width 30„ Height 1 36” Height 1 48" Height 1 54" Height 30" Height 1 36" Height 1 48" Height 1 54" Height N Head E Head E Head E Head E Head E Head E Head E Head E Reinf. Level {In) & Sill & Sill & Sill & Sill Q & Sill & Sill r &Sill & Sill - R2 LOLU> �° 1W r O �° C) o L0 O Anchor Group A Anchor Group C V 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 t a QJ Lo LL 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 6 (n 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 W c0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 _j J a 60" 29.397 2+C2+2 21 2+C2+2 3 2+C2+2 31 2+C2+2 3 laa4S ® N 1 D Q 75" 36.897 2+C2+2 1 21 2+C2+2 1 31 2+C2+2 31 2+C2+2 3 aDos Anchor Group B Anchor Group D O 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 t 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 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 Y U � 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+G2+1 3 1+C2+1 3 1+C2+1 3 m 0 48" 23.397 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 c 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" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 31 2+C2+2 1 31 2+C2+2 1 21 2+C2+2 1 31 2+C2+2 3 2+C2+2 3 SEE TABLE 7 FOR DESIGN PRESSURE Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 3.8" 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 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. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET SEE CLUSTER DETAILS, SHEET 6 SEE ELEVATION, X SHEET 1 SEE ELEVATION, SHEET 1 7MEETING RAIL IREPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PERJAMB HEAD AND SILL ANCHOR QUANTITY: (1) 1+C3+2+C3�+1 4ANCHOR AT THE SASH + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 --------------- SEE ELEVATION, X O X SHEET VAEION, SHEET 1NG RAIL SEE CLUSTER DETAILS, REPEAT ANCHOR PATTERN AT SILL SHEETS Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. PRODUCT REVISED as comoying Wksh shs Fixi to Building Code By N d Y Q r I) ^a LOLU> r O C) o L0 O LO a V JM 7 C7 EI zLL QJ Lo LL (0 1/MD1Q Q UU XL2 6 (n CDZ mO J Ma �00 CD f O Y — m F O az � Q � W c0 LU LL. O F- _j J H 0) m Z laa4S ® N D Q I— F Z CZ aDos o o O O = N m U W L0 z O as 'a say S Glass Types Anchor Quantities for XO or OX Windows 5 - 8 Sash 30" Height 36" Height 1 48" Height 1 54" Height 63" Height 30" Height 1 36" Height 1 48" Height 54" Height 63" Height LU Width Head Head Head E Head E Head E Head E Head aaod Head E Head Head E Reint. Level Gn) &Sill E m &Sill m & Sill M & Sill 10 & Sill c0 & Sill 0 & Sill f0 & Sill m & Sill 0' &Sill 0' � R3 48" Height 9 54" Height 9 — 72" Height0" 99 Height 36" Height 9 48" Height 9 54" Height 9 63" HeighF 99Head HehtWidth ON SMO o � Y Head ao Head a Head Anchor Group A Anchor Group C Head HeadHead 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 21 1+C2+1 13 1+C2+1 4 1+C2+1 4 1+C2+1 4 t � 28" 13.397 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 41 1+C2+1 4 1+C2+1 4 4 Z aoas o LL O O o N of U D_ LLa 36" 17.397 1+C2+1 2 1+132+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+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 0 48" 23.397 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 4 1+C2+1 5 1+C2+1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 c 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 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 U 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+C2+1 2 1+C2+1 75" 36.897 2+C2+2 1 21 2+C2+2 1 31 2+C2+2 141 2+C2+2 4 2+C3+2 4 2+C2+2 121 2+C2+2 3 2+C2+2 4 2+C2+2 14 2+C2+2 4 5 Anchor Group B Anchor Group D 25-1/2" 12.1471+C2+1 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 141 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 L 28" 13.3971+C2+1 5 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 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 51 2+C4+2 Y 36" 17.3971+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 U � m 42" 20.3971+C2+1 25-1/2" 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 0 48" 23.3971+C2+1 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 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 c 60" 29.3972+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 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 511 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 U OD 42" 20.397 1+C2+1 23 1+C2+1 t4 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 75" 36.89712+C2+2 1+C3+1 1 21 2+C2+2 1 31 2+C2+2 1+C2+1 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 31 2+C2+2 141 2+C2+2 141 2+C2+2 4 Smn TABLE 8 FOR UESiGN PRESSURE Max. Anchor O.C. Spacing for "Integral - Fin" installation Anchor Anchor Group E Group F 3.5" 4" i r�oLE cu. L Y Q LO 'naZ{ O LU Lo O O (/) Glass Types LO LO aaod O Anchor Quantities for XO or OX _ Windows zLL Ln LL � IIMDIQ Q = LLj 5 - 8 Sash 30" Height 9 36" Height 9 48" Height 9 54" Height 9 63" Height 9 72" Height0" 99 Height 36" Height 9 48" Height 9 54" Height 9 63" HeighF 99Head HehtWidth ON SMO o � Y Head ao Head a Head Q Head HeadHead Head LL Head Head Head J adReint. Leel (in) Sill E & Sill E & $Ill E & Sill E & $III Effl &SIII&SIII &Sill &SIII fflm & $ill & $IIIIII F C'f m& Z R4 4 Z aoas o LL O O o N of U D_ LLa Z Anchor Group A �asa4 sai�ag Anchor Group C 25-1/2" 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+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 15 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1+C2+1 2 1+C2+1 3 1+C2+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+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 U 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+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 a 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+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 51 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2!2+C2+2 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 L 28" 13.397 1+C2+1 23 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 36" 17.397 1+C2+1 23 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 511 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 U OD 42" 20.397 1+C2+1 23 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 1+C2+1 4 1+C3+1 5 1+C3+1 0 48" 23.397 1+C2+1 23 1+C2+1 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 60" 29.397 2+C2+2 23 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 5 2+C4+2 5 75" 36.897 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+C2+2 3 2+C3+2 4 2+C3+2 141 2+C4+2 5 2+C4+2 5 JEG IiV PVR Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.2" 1 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. PRODUCT RIEV1SED as cxsoyjng with &I P9Ed`Pdp Bualdsns Cc'rtie A �epto0cc Ez{xaatus�:e ZTuis N L Y Q LO 'naZ{ O LU Lo O O (/) O LO LO aaod O m _ e zLL Ln LL � IIMDIQ Q = LLj C) X Z 02 mo v LU J ON SMO o � Y J ao o �z C5 O az Q LL J O O Iaa45 Z tY Q N Q F— F C'f I— Z Z aoas o LL O O o N of U D_ LLa Z apil �asa4 sai�ag Glass Types TABLE 22: GLASS TYPES Anchor Quantities for XO or OX Windows 5 - 8 Sash 3lY Height 36" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height o Width Head E Head E Head E Head E Head Head Head E Head • OR INTEGRAL FIN Head £ Head EE Head Reinf. Level (1°� & Sill E &Sill E &Sill ' &Sill ' &Sill ' & Sill & Sill & Sill 0 & Sill ' & Sill R4 &Sill DMO W O� m F- Z m W W J O> O Co00 J �zoz° O LIJ LLLL O Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 � 1+C2+1 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 3 1+C2+1 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 sauaS 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 1+C4+1 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C3+2 4 2+C3+2 Anchor Group B Anchor Group D 5 25-1/2" 12.147 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 1J+C2+1 1+C2+1 4 15 28" 13.397 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 1+C2+1 4 36" 17.397 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 1+C2+1 1+C2+1 4 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS SASH SIZE I: AS PER THE FIGURES ON r v HEE 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 m0 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 1+C2+1 4 48" 23.397 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 1+C2+1 1+C2+1 4 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 41 1+C3+1 5 1+C4+1 5 SHOWN, ROUND UP TO THE NEXT AVAILABLE C60" 20.397 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2 1+C3+1 2+C2+2 4 5 1+C4+1 5 Co 0 WIDTH OR HEIGHT 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2 2+C4+2 2+C2+2 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" SEE I ACLE l l FOR DESIGN PRESSURE TABLE 22: GLASS TYPES Glass Types Anchor Quantities for XO or OX Windows 10-12 & 14-16 MAY 10-12 & 14-16 Sash NOT BE USED 48" Height 54" Height 63" Height 76" Height 30" Height 36" Height 48" Height 54' Height 63" Height 76" Height WITH J -CHANNEL 30" HeightMHead Y Width Head .0m LO Ln Head Head o Head o Head a E Head E Head E Head a E Head ' E Head a E Head • OR INTEGRAL FIN Reinf. Level (in) EE LO �. &Sill E &Sill E &Sill E &Sill U) LL LL &Sill ' &Sill ' &Sill &Sill &Sill &Sill U FRAMES &Sill DMO W O� m F- Z m W W J O> O Co00 J �zoz° O LIJ LLLL O R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 c 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C3+1 5 1+C3+1 5 aloaS 0 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Y m NOtAIIOWed L) 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 sauaS 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 0 NOTES: 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 51 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1) FRAME DIMENSIONS ARE BUCK WIDTH AND I BUCK HEIGHT (SEE Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+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 SHEETS SASH SIZE I: AS PER THE FIGURES ON r v HEE 28" 13.397 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 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 2) FOR SIZES NOT 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 41 1+C3+1 5 1+C4+1 5 SHOWN, ROUND UP TO THE NEXT AVAILABLE 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Co 0 WIDTH OR HEIGHT 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+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 DIMENSION SHOWN ON 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 41 2+C4+2 5 2+C4+2 5 2+C2+2 21 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 G THE TABLE. 75" 36.897 2+C2+2 121 2+C2+2 1 31 2+C3+2 1 41 2+C4+2 141 2+C4+2 151 2+C4+2 11 5 2+C2+2 1 21 2+C2+2 131 2+C3+2 41 2+C4+2 4 2+C4+2 51 2+C4+2 5 3) SEE SHEET 9 FORA GUIDE TO USING THESE SEE TABLE 12 FOR DESIGN PRESSURE PkorbucT REVISED as coo oy* wfth the FlorWa F.imMhng Code AL�ept ce No IG -c t4�. i E 0isawauale24 i�y L Y Q LO Ln > ^aa o W o O O o 0 } r C7 N N LO �. O7 M Cl) 8 O it U) LL LL (D 1/MOJQ Q U DMO W O� m F- Z m W W J O> O Co00 J �zoz° O LIJ LLLL O J H O aa4S N Z ® c Z Q H (� F- Z Z aloaS 0 O ON - U Ln L) zz O 2 mail ��saQ sauaS TAM] C Ol Glass Types 5 - B Sash Sash LO `S Q r- ui CQ Anchor Quantities for XOX Windows o > r to O OU 24Height " 9 30Height " 9 36" Height 9 48" Height 9 54" Height 9 63" Height 24" Height 9 9 30" Height 9 36" Height 9 48" Height 9 54" Height 9 63" Height 9 Reinf. Leel R3 Configuration Width Range (in) Head & Sill a E -� Head & Sill a E � Head & Sill a E Head & Sill a E -, Head & Sill a Head & Sill a Head & Sill a Head & Sill a Head & Sill a m Head & Sill a Head & Sill a Head & Sill m m -� Anchor Group A Anchor Group C W J c G 35-1/4" 1 Y3-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 38" %-%-Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 � a 11.391-13.397 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 45-1/8" 13.398-14.683 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 %%-y4 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4" 12.298-15.558 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 11+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 L �6 52-1/8" %%% 12.017 -13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 3 %%-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 m Custom 11.391 -13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 60" %% % 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %-% % 15.361-19.641 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 Custom 11.391-13.397 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+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+1 4 1+C2+3+C2+1 4 75" %%-% 13.398-19.110 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+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+C2+2+C2+1 4 1+C2+2+C2+1 4 19.111 -24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+ 2+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+1 4 1+C3+3+C3+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+1 4 1+C2+3+C2+1 4 96" Y4 -y, -y4 19.398-24.360 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+1 4 1+C3+3+C3+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+1 4 1+C2+3+C2+1 4 Custom 24.361 -30.360 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+C2+2+C2+1 4 1+C3+2+C3+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+C2+2+C2+1 4 1+C2+2+C2+1 4 120" Y4-%-% *" -30.360 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+1 4 1+C3+3+C3+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+1 4 1+C2+3+C2+1 4 Anchor Group B I Anchor Group D 35-1/4" %-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+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 41+C2+0+C2+1 2 1+C2+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 38" %-%3-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 -% % 11.391-13.397 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 45-1/8" %-y3-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 11.391 -12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+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+1+C2+1 4 47-3/4" %%%3 12.298-15.558 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+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+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 Custom 11.391 -12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 L v 52-1l6" %%% 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 41+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 13.398-17.016 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a 60" %%-% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 15.361-19.641 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 Custom 11.391 -13.397 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+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+1 4 1+C2+3+C2+1 4 75" %%-% 13.398-19.110 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+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+C2+2+C2+1 4 1+C2+2+C2+1 4 -% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 41+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 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+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+1 4 1+C2+3+C2+1 4 96" %%'/a 19.398-24.360 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+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+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 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+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+C2+2+C2+1 4 1+C2+2+C2+1 4 120" X -%x -Y4 ** -30.360 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+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+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Spacing for "integral- Fin" Installation Anchor Group E Anchor Group F LO `S 5tt I AbLt `J 1 -UK UtN UN FKt55UKt ** MIN. SASH SIZE = WINDOW WIDTH - 59.28 NOTES: 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. LO `S Q r- ui CQ o > r to O OU O O Lo aaON 0O J C0 07 F8 J Z D) 04 J LoLL C) c0 IJMOJG Q U V X D o to LLIz ~W O 2 mQ W J c G ON JM0 J o> .- Z �000 Il Z m �. Q LLJ LL O N F O r 7aa45 Z ® N F- Z a (� Z � a Z aloas o o p O N it U Of � v ZZ O cl� agil �asa4 sauas TART F 24 Glass Types 5&6 Sash Sash `n Y Q Anchor Quantities for XOX Windows LID Q 'nay O W r o O of 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height Q V Reint. Level Configuration Width Range (in) Head & Sill a E Head & Sill a E Head & Sill a E Head & Sill a E Head & Sill a E Head & Sill a E Head & Sill a Head & Sill a E Head & Sill a Head & Sill a E Head & Sill a E Head & Sill a E Anchor Group A Anchor Group C O 2 L m m 35-1/4" Y3 -Y3 -Y3 11.391-11.391 o Not Allowed 1+C2+0+C2+1 2 1+C2+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 3V' %-'/a-%a 12.308-12.308 1+C2+0+C2+1 2 1+C2+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 45-1/8^ � 11.391-13.397 /-/-/ 1+C2+0+C2+1 2 1+C2+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 -%-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+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 47-3/4" 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 12.288-15.558 1+C2+0+C2+1 2 1+C2+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 52-1/8" Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y, -Y, -Y, 12.017-13;397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %-Y3-%a 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 60" Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y, -Y, -Y, 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y3 -Y3 -Y3 15.361-19.641 1+C2+0+C2+1 2 1+C2+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 75" Custom 11.391-13.397 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+1 4 1+C2+3+C2+1 4 Y, -Y, -y4 13.398-19.110 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+C2+2+C2+1 4 1+C2+2+C2+1 4 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 [1920"6" Custom 18.360-19.397 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+1 4 1+C2+3+C2+1 4 %%-% 19.398-24.360 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+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 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+C2+2+C2+1 4 1+C2+2+C2+1 4 Y4 -%z -Y4 '" -30.360 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+1 q 1+C2+3+C2+1 4 �. Anchor Group B 'wL Anchor Group D sai�aS 35-1/4" %-Y3-Y3 11.391-11.391 1+C2+0+C2+1 2 1+C2+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 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" Y3 -%-Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 %%-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 45-1/8" 13.398-14.683 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4" %-Y3-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 L 52-1/8" %-%-Y4 12.017 -13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m %% % 13.398-17.016 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 m Custom 11.391 -13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 60" Y4 -Y2 -Y4 13.398-15.360 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y3-%-% 15.361 -19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+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 Custom 11.391-13.397 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+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+1 4 1+C2+3+C2+1 4 75" %-% % 13.398-19.110 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+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+C2+2+C2+1 4 1+C2+2+C2+1 4 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 11+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 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+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+1 4 1+C2+3+C2+1 4 96" %% % 19.398-24.360 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+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+1 4 1+C2+3+C2+1 4 Custom 24.361 -30.360 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+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+C2+2+C2+1 4 1+C2+2+C2+1 4 120" Y4 -%z -Y4 ** -30.360 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+1 4 1+C2+3+C2+1 4 1 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+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" WINDOW WIDTH - 59.28 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE ** MIN. SASH SIZE = 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED w com 0. ying with the F..., Builds$ Co& Accepir cejV,/!�031• p ^ 7 e-'Virfi55 a c'1. Y.tC `n Y Q LID Q 'nay O W r o O of O U) o O LO O LO LO a o4 Q V J M V M -79- 0 -L(V z LL J Lo LL O Q co umojo Q U_U X� fn Zm W O 2 GO J �Ma o Y Q Q< J OD Fz F O az HLL J O H O f ® N Z iaa4S u Z QH F C z Z aloaS O O O o = N_ Uof LO v zz O �. 'wL 3-0 sai�aS TARI F 9fi1 Glass Types 7 & 8 Sash Sash L0 Y Q Anchor Quantities for XOX Windows L0 Lri > ^ey o uJ r o 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height a;oG Reinf. Level R4 Configuration Width Range (in) Head & Sill a E m Head & Sill n E m Head & Sill n E m � Head & Sill E m � _ Head & Sill E m Head 8 Sill E m Head & Sill E m Head & Sill 9 C m Head & Sill C m Head & Sill E m � Head & Sill n E m Head & Sill E m Anchor Group A F -Z M0 J Anchor Group C 0MG o> m L g s m 0 35-1/4" %% % 11.391-11.391 °' Not Allowed W 1+C2+0+C2+1 2 1+C2+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 38" % %%s 12.308-12.308 1+C2+0+C2+1 2 1+C2+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 4 451/8 t/i % 11.391-13.397 1+C2+0+C2+1 2 9+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 9+C2+0+C2+1 4 Y,-%-% t /3'/3't � 13.398 - 14.683 + + + + + + + + + + + + + + + + + + + + + + + + 1 C2 0 C2 9 2 1 C2 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 47-3l4" %%Z % 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2/+C2+1+C2+1 3 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -t/3-Y, 12.298-15.558 1+C2+0+C2+1 2 1+C2+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 52-1/8" Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %%% 12.617-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 13.398-17.016 1+C2+0+C2+1 2 1+C2+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 60" Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y4 -Y, -Y4 13.398-15.360 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+9+C2+1 4 Y, -%-Y, 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2/+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 75" Custom 11.391-13.397 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+1 4 1+C2+3+C2+1 4 %_%z % 13.398-19.110 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 F7/;TA-Y3 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 96" Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+t 4 1+C2+3+C2+1 4 Y, -Y, -y4 19.398-24.360 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+1 4 1+C3+3+C3+9 4 Custom 24.361-30.360 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 120" t/a-t/z-t/a -30.360 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+1 4 1+C3+3+C3+1 4 Anchor Group B aipl 1'asap sauaS Anchor Group D 35-1/4" % %%s 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 9+C2+0+C2+1 4 9+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+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 38" %%% 12.308-12.308 1+C2+0+C2+1 2 9+C2+0+C2+i 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+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Y4 -y, -Y, 99.391-13.397 t+C2+0+C2+1 2 9+C2+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+0+C2+1 2 1+C2+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 45-1/8 + t t /s-/-/ 13.398 - 14.683 + + + + + + + + 1 C2 0 C2 1 2 1 C2 0 C2 9 2 + + + + 1 G2 0 C2 1 + + + + 3 1 C2 0 C2 1 + + + + + + + + 4 1 C2 0 C2 1 4 1 C2 0 C2 1 4 + + + + 1 C2 0 C2 1 2 + + + + 1 C2 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 %% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 9+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4" -% 12.298-15.558 1+C2+0+C2+1 2 9+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+C2+1 4 1+C2+0+C2+1 2 1+C2+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 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 9+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 L �_ 52-18" t t t /4-/Z-/ 12.097-13.397 + + + + + + + + 1 C2 1 C2 1 2 1 C2 1 C2 1 2 + + + + 1 C2 1 C2 1 + + + + 3 1 C2 1 C2 1 + + + + + + + + 4 1 C2 1 C2 1 4 1 C2 1 C2 1 4 + + + + 1 C2 1 C2 1 2 + + + + 1 C2 1 C2 1 2 + + + + 1 C2 1 C2 1 3 + + + + 1 C2 1 C2 1 4 + + + + 1 C2 1 C2 1 4 + + + + 1 C2 1 C2 1 4 s %%-% 13.398-17.016 1+C2+0+C2+1 2 9+C2+O+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+0+C2+1 2 1+C2+O+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 v ED Custom 11.391-13.397 1+G2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 60" %%-% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 9+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+(32+1 4 -% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 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+C2+1 4 Custom 11.391-13.397 9+C2+3+C2+1 2 9+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 11+C2+3+C2+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+1 4 1+C2+3+C2+1 4 75" %%-% 13.398-19.110 1+C2+2+C2+1 2 9+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+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+C2+2+C2+1 4 1+C2+2+C2+1 4 Y3-%-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+7+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 9+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 9+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" %%-% 19.398-24.360 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+1 4 1+C3+3+C3+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+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 9+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 920" %-%z-%-30.360 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+1 4 1+C3+3+C3+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+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Anchor Spacing for "Integral_ Group F Fin" Installation IT SEE TABLE 14 FOR DESIGN PRESSURE " MIN. SASH SIZE = WINDOW WIDTH - 59.28 NOTES: 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCTREVSED as comoymg with the Ftod" Building Code :1ce.E2re=nse PFR {� i kxtx¢satm °Jsie, N 'm L0 Y Q L0 Lri > ^ey o uJ r o O af O O O L0 'IT Lo Lo a;oG O M V 8 O J Z LL N J Lo U_ 00 (o umoia Q Ld F -Z M0 J 0MG o> m J �z OO az °' W F- J LL O d O r Nz iaa4S # Z) Q H F- Z Fm Z LOS O o O O N of U L0 zz O aipl 1'asap sauaS TABLE 26 Glass Types 10-12 Sash Sash Y Anchor Quantities for XOX Windows P U) L() U) > ^ab P o w T P n 24" Height 30" Height 36" Height 1 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height a/OQ Reinf. Level R4 Configuration Width Range (in) Head &Sill a E Head &Sill a E Head &Sill a Head & Sill a Head & Sill a Head &Sill a Head &Sill _E Head & Sill a Head & Sill a Head & Sill a Head & Sill a E Head &Sill a E Anchor Group A Anchor Group C £ v Y m 3 0 35-1/4" 36-%% 11.391-11.391 Not Allowed ON 1+C2+0+C2+1 2 1+C2+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 38" %%% 12.308-12.308 1+C2+0+C2+1 2 1+C2+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 45-1/8" 11.391-13.397 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+C3+0+C3+1 4 -/-/ 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 47-3/4" Y4 -%-Y, 11.391 -12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 %-%-% 12.298 - 15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 52-1/8" Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 '/a -Y, -'/n 12.017 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+0+1 4 1+C3+O+C3+1 4 1 1-/s + 13.398 - 17.016 /-/3 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+C3+0+C3+1 4 1+C3+O+C3+1 4 6(Y" Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 %-%-% 13.398 - 15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 %% % 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 75" Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 '/a -'/x -'/a 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 96" Custom 17.641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 '/a-%-% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 24.361 -31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 4 120" -% % 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 %-%-% 32.516-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140" Custom - -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 Anchor Group B Anchor Group D sauag 35-1/4" %%% 11.391-11.391 1+C2+0+C2+1 2 1+C2+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 41+C2+O+C2+1 2 1+C2+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 38" %%% 12.308-12.308 1+C2+0+C2+1 2 1+C2+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+0+C2+1 2 1+C2+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 ." %-y2-y411.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 45-118" 13.398-14.663 1+C2+0+C2+1. 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1/a -y2 -1/a 11.391-12.297 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+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47-3/4" 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 52-1/8" %-%-% 12.017 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 t � %%% 13.398 -17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+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+C3+2+C3+1 4 1+C3+2+C3+1 4 m' 60" '%-%-'/a 13.396-15.360 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+C3+2+C3+1 4 1+C3+2+C3+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+C3+1+C3+1 4 1+C3+1+C3+1 4 $ %%% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+�+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 Custom 11.391-13.397 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+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 75" 1%-%r'/n 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 i+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 % 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 i+C3+4+C3+1 4 1+C4+4+C4+1 4 96" 1/a -1/a -1/a 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 %% % 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 %-j-'/a 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 120 ''/-% 32.516 -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140" Custom - -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+04+4+C4+2 4 2+C5+4+C5+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). GLASS TYPES 10-12 & 14-16 *' MIN. SASH SIZE = WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. MAY NOT BE USED WITH 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. J -CHANNEL OR INTEGRAL 3) SEE SHEET 9 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 WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PROBticT RE'OS♦Ei.D� as CP)mp4ymg With the irl Building -Ade Accelptau,O,,IO, %&-o-71447 i x,iraUnnUzue 4,W$7 BV. 'm K Y a P U) L() U) > ^ab P o w T P n > O O (n o d O P L0 a/OQ U N N -� a O Cl) Cr CO = e Z LL U) LL co umou4 =U d (j Xtn (n LUZ O2 m O co W J 2 ON CP Z OYO v m J W C1:1 d Z m � P J LL O h}-- F- O P N Z af/aa45 ® u Z QF - F C Z Z aloaS o o O O of U E L`nr> CWJ zz O 1 apil �asa0 sauag TABLE 27 Glass Types 14-16 Sash Sash L Anchor Quantities for XOX Windows Q LO U) 'nay o 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height O Reint Level R4 Configuration Width Range (in) Head & Sill E Head & Sill a Head & Sill a E Head & Sill a E Head & Sill a E Head & Sill n E Head & Sill a E Head & Sill a E Head & Sill a Head &Sill a Head &Sill n Head &Sill a Anchor Group A Anchor Group C P U) c S Y m $ 35-1/4" %s %% 11.391 - 11.391 Not Allowed LU J 1+C2+0+C2+1 2 1+C2+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 38" %-y3-y3 - 12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 45-1/8 %-Y,-Y, 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 +++ / 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47-3/4" 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 12.298 - 15.556 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 52-1/8" Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 '/a -'/z -'/a 12.017 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+O+C4+1 4 /s -/ +-/s + 13.398 -17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 60" Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 '/a -'/z-% 13,398-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 15.361 - 19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+O+C5+1 4 75" Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 '/a -'/z -'/e 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+CS+1 4 96" Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 y -y -'/a 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+C4+2 4 2+C4+3+04+2 4 1+C4+2+C4+1 4 120" %%-y 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+04+3+04+2 4 %-%-Y3 32.516 - 39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+04+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140" Custom - -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 O Anchor Group B Anchor Group D allll �asa4 sauaS 35-11/4" %%% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+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+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %-%-% 12.308-12.308 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+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+0+C2+1 4 1+C3+O+C3+1 4 %-Y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 45-1/8" -'/s % 13.398-14.683 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3+0+C3+1 q 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Y4 -y, -y4 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 47.3/4" %% % 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391 -12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 52-1/8" Y4 -'/z -'/a 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 t � %-Ys-Y3 13.398 - 17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+p+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 m 60" '/a -'/z -'/a 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C4+1+C4+1 4 o %-'%-Ys 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+0+C5+1 4 c Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 7+C4+3+C4+1 4 75" '%-%z--'/a 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CS+O+C5+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+04+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 96" '/c -'/z -'/a 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+04+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 /a -'/x -'/a 29.641 - 32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+04+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 120" 32.516 -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 140" Custom ** -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES NOTES' x❑ IPMLM io rum uraiury ri 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. ** MIN. SASH SIZE = 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) 1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. r2ODi;4Ti- P..0 d3SEi� as cc+.m -ming W ah tf e t:'tsx'Se$& Paalding Cantle A NO x,iraticn Ewe ., t By ;+"t€z r Cinite 4'rednct L:urtitt:+ts'£ a L Y Q LO U) 'nay o LU r o O of O U 0 Lf) O � aaop (D N N d OCl) Te ZLLL LLL �M Lo p cc umoj0 0 U (wj X o U) LLIZ 0 0 2 0] 0 LU J ON JMO O; TABLE 28: NOTES: 1) ITEMS # 5-12,18, 35, 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. .625" 3.500" r ►I�- osz° 2.445" O i J -CHANNEL 375' O FRAME HEAD, SILL j& JAMBS 1.507" .772" T .065" 13 ANTI -LIFT INSERT & TRIM COVER .864" 72 LAMI IG BEADING .065" 3.500" ►{ .062" 2.445" 0 .625" FLANGE FRAME T LJ O2 HEAD, SILL & 1 JAMBS a 1.872" j 1.63 1 0" 0 0 1.231" �' 14 FIXED MEETING RAIL 1.437�" 1.020" r U .060' 15 TRACK INSERT 3.500" .062" 1 2.445" 1 3.500" -►-IIS-- .062" 2.445„ o O FIN FRAME EQUAL LEG FRAME 375' O HEAD, SILL & O HEAD, SILL & JAMBS JAMBS 1.641lx" o � 1.375" -y- 1.000" �r 16 SASH RAIL 2.1002.100'�J1 5� .590" 070" LIFT .070" 2J� 19 LIFT RAIL INTERLOCK .316" 070" 0 1.100" .300" � .060" 175" fl �y�jJ�� 754" 750" by .715""P .715" .035" -►F _ j .025" ��_j � 1.185"�� ��11 .060 j 8STANEXTRUDED ROLLED LIGHT SASH SASH DARD 81 SCREEN FRAME 82 SCREEN FRAME 21 REINFORCEMENT 22 REINFORCEMENT tI � +I 070" � � 1.184" .070" ,7 k91" 1.036" 810" u 1 .150" 1.331" [­- Bill of Material # Part# Description Material 1 620121 Frame Head, Sill and Jambs - J -Channel PVC 2 620122 Frame Head, Sill and Jambs - Flange PVC 3 620123 Frame Head, Sill and Jambs - Fin PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 Anti -Lift Insert / Trim Cover PVC 14 620131 Fixed Meeting Rail PVC 15 620158 Track Insert 6063 T6 Al 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 T6 Al 19 620156 Pull Rail Interlock 6063 T6 Al 20 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T6 At 22 620151 Standard Sash Reinforcement 6063 T6 At 23 620152 HD Sash Reinforcement 6063 T6 Al 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 25 620154 HD Meeting Rail Reinforcement 6005 T5 At 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 At 27 71OX114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .187" x 220" Poly Pile 30 #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 78X312PPA #8 x 3-1/2" Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 Al 33 720210 Weep Hole Cover PVC 34 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Cover Assembly Cast Zinc 40 #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6 x 1/2" FPH Tek (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 Lami. I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71684/5 Setting Block (7/8" x 2" x 1/8"), 85 +/- 5 dura. EPDM 80 61011 Roll -formed Screen Alum 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Comer Key with Pull Ring PVC 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) ITEMS # 5-12,18, 35, 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. .625" 3.500" r ►I�- osz° 2.445" O i J -CHANNEL 375' O FRAME HEAD, SILL j& JAMBS 1.507" .772" T .065" 13 ANTI -LIFT INSERT & TRIM COVER .864" 72 LAMI IG BEADING .065" 3.500" ►{ .062" 2.445" 0 .625" FLANGE FRAME T LJ O2 HEAD, SILL & 1 JAMBS a 1.872" j 1.63 1 0" 0 0 1.231" �' 14 FIXED MEETING RAIL 1.437�" 1.020" r U .060' 15 TRACK INSERT 3.500" .062" 1 2.445" 1 3.500" -►-IIS-- .062" 2.445„ o O FIN FRAME EQUAL LEG FRAME 375' O HEAD, SILL & O HEAD, SILL & JAMBS JAMBS 1.641lx" o � 1.375" -y- 1.000" �r 16 SASH RAIL 2.1002.100'�J1 5� .590" 070" LIFT .070" 2J� 19 LIFT RAIL INTERLOCK .316" 070" 0 1.100" .300" � .060" 175" fl �y�jJ�� 754" 750" by .715""P .715" .035" -►F _ j .025" ��_j � 1.185"�� ��11 .060 j 8STANEXTRUDED ROLLED LIGHT SASH SASH DARD 81 SCREEN FRAME 82 SCREEN FRAME 21 REINFORCEMENT 22 REINFORCEMENT tI � +I 070" � � 1.184" .070" ,7 k91" 1.036" 810" u 1 .150" 1.331" [­- 1.182" 070" 1.041" .130" y� 1.340" �►- HD MEETING 25 RAIL REINFORCEMENT 1.182" 4--094" 1.041" .164" 1.340" h► - HD HR MEETING 26 RAIL REINFORCEMENT 2.176" .471" .050" 20 LIFT RAIL INTERLOCK COVER t .280" 1.229" "07 17 MONORAIL Revised W. Date: Revision: Revised W. Date: Revision: ® Description: WINDOW EXTRUSIONS & BOM 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 8 O 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 PRODUCT ;REVISED xS comoying with int FkAw BuOdmgcode ExPiFawa l% -C) /e�.) Acceptfl ice No f3y/r!/ ,�✓ W ^+1tz s C?:ede F:� aet Caxree J ROSOWSKI Titie., U01e• HORIZONTAL ROLLER - LM 05/15/15 /Model: Scale: Sheet: Drawing No. Rev: HR -5510 I NTS 1 17 OF 18 1 MD-HR5510-01 I A STANDARD OHD SASH REINFORCEMENT O MEETING RAIL REINFORCEMENT 1.182" 070" 1.041" .130" y� 1.340" �►- HD MEETING 25 RAIL REINFORCEMENT 1.182" 4--094" 1.041" .164" 1.340" h► - HD HR MEETING 26 RAIL REINFORCEMENT 2.176" .471" .050" 20 LIFT RAIL INTERLOCK COVER t .280" 1.229" "07 17 MONORAIL Revised W. Date: Revision: Revised W. Date: Revision: ® Description: WINDOW EXTRUSIONS & BOM 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 8 O 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 PRODUCT ;REVISED xS comoying with int FkAw BuOdmgcode ExPiFawa l% -C) /e�.) Acceptfl ice No f3y/r!/ ,�✓ W ^+1tz s C?:ede F:� aet Caxree J ROSOWSKI Titie., U01e• HORIZONTAL ROLLER - LM 05/15/15 /Model: Scale: Sheet: Drawing No. Rev: HR -5510 I NTS 1 17 OF 18 1 MD-HR5510-01 I A OPT. 800R 81 SCREEN ASSEMBLY DETAILS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS EXTERIOR NOTES: 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8. SASH ACCFnnRI V EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS ATTACHED TO SASH RAIL ATTACHED TO FRAMEJAMB OPT. AUTO LOCK ATTACHED TO FRAMEJAMB OPT. SWEEP LOCK El TART F 91 - EGRESSLOCK nFTAII C kNV I 1 V Oti L. ATTACHED TO FRAMEJAMB Revised By. Date., Revision: Revised ay: Date: Revision: Description: FRAME 6 )�r16� EXPLODED WINDOW VIEW ASSEMBLY Titre: DETAILS HORIZONTAL ROLLER - LM Series/Model. Scale., Sheet: PRODUCT REVISED as complying with" Bwlding Cock Accertanoe N, I t0' G 14 L Expiration Date _ t , i,, isr:t C3ade Prraia,1: £`i>rtlyftt -/ Lfflowffl 'ale, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 91003101TIMy:11 05/15/15 A LYNN MILLEr3;:.P:E. P.E.k58Y05 HR -5510 NTS 1 18 OF 18 1 MD-HR5510-01 A Egress Lock Bill of Material # Part# Deswptuon Material 100 7MC7024 Multi -Pant Lock Operator Cast Anc 101 73340 Operator mounting Plate Steel 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lack Guide Nylon 104 220217-221 Tie Bar (Length Varies) Stainless Steel 105 71024X12HFX #10 x 1/2" HH MS Stainless Steel 106 78X1FPAX #8 x 1" Ph. FH SMS Stainless Steel 11 107 78V5FPTX #8 x 34" Ph. FH SDS Stainless Steel EGRESSLOCK nFTAII C kNV I 1 V Oti L. ATTACHED TO FRAMEJAMB Revised By. Date., Revision: Revised ay: Date: Revision: Description: FRAME 6 )�r16� EXPLODED WINDOW VIEW ASSEMBLY Titre: DETAILS HORIZONTAL ROLLER - LM Series/Model. Scale., Sheet: PRODUCT REVISED as complying with" Bwlding Cock Accertanoe N, I t0' G 14 L Expiration Date _ t , i,, isr:t C3ade Prraia,1: £`i>rtlyftt -/ Lfflowffl 'ale, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 91003101TIMy:11 05/15/15 A LYNN MILLEr3;:.P:E. P.E.k58Y05 HR -5510 NTS 1 18 OF 18 1 MD-HR5510-01 A