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HomeMy WebLinkAbout5510 PVC Horizontal Rolling Window ImpactM IAM I•DADE MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "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 B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: 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# 16-0714.17 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 Jorge M. Plasencia, P.E. NOA No. 17-0411.08 Expiration Date: September 24, 2020 /6 111 Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, 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. (Submitted under previous NOA No. 16-0714.17) 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 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 NOA No15-0903.10) /a Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31,2017 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. (Submitter) under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 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. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M. Plasencia, P.E. Prp uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 611 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 4. 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 NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR -5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 2-5 ANCHORS, SEE _ CLUSTER DETAILS SHEET 5 8" MAX. —®•- I -..— I A, SEE SHEET 3 EQUALLY SPACED, ANCHORSPER� TABLES 17-22 �— 12-3/4" MAX, O.C. B, SEE ___....._-�SHEET3 10"MAX. IMPACT RATING I t A 1 a/ I I II O X I I I MAX. X SEE SILL' EEPHOLE� 4" O.C. 3" MAX. SHEET3 DETAILS, BETWEEN —►-� -�— WEEPHOLES 75" MAX. BUCK WIDTH j B ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION _ 1-1/4" SEE SHEETS r MAX. 9-16 C, SEE r r SHEET4t t SEE SHEETS 9-16 SEE SILL EPHOLE DETAILS, SHEET4 GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 t A 1 - - I I IIS 19" 76" MAX. Q.C. MAX. X BUCK INSTALLATION, INTEGRAL FIN HEIGHT j B ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION _ 1-1/4" SEE SHEETS r MAX. 9-16 C, SEE r r SHEET4t t SEE SHEETS 9-16 SEE SILL EPHOLE DETAILS, SHEET4 GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 4" O.C. BETWEEN 75" MAX. BUCK WIDTH D, SEE SHEET 4 C IN 72" MAX. BUCK HEIGHT 4wilkyA ELEVATION FOR TYP, FIN OR J -CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 — 10" MAX. - - I I IIS / � I 1 I O X I INSTALLATION, INTEGRAL FIN MAX. O.C. 4" O.C. BETWEEN 75" MAX. BUCK WIDTH D, SEE SHEET 4 C IN 72" MAX. BUCK HEIGHT 4wilkyA ELEVATION FOR TYP, FIN OR J -CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 LARGE & SMALL MISSILE IMPACT RESISTANT 2-5 ANCHORS, SEE CLUSTER - MAX. O.C! r _ DETAILS SHEET 5 18.94 11 MAX- O.C. f-+- , --7 , r � 8, SEE 8" MAX SHEET 3 E, SEE SHEET3 EQUALLY SPACED ANCHORSPER TABLES 23-27 8� l SEE SIL EPHOLE7/ DETAILS, SHEET 3 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 COO 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 El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 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; ENERGI 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: II41 fll 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. �� ® NAy LYN,9 w 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1)AND •,.....Y, 7ivv REINFORCEMENT LEVEL, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING ,, LICENSE` TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. No. 58705 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION = CONDITIONS. - •' C 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET 1 ✓( 77 ' REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET�� SET ARE MET, _ ��T -•._ TE F (V� 1070 TECHNOLOGY DRIVE 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. '(ORION••` \��� N. VENICE, FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. - iy/S�iOn(AL C04WRIGHDT ®500617 PGT INDUSTRIES, INC. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, '71/1 �I IMI11Lv` ALL wcHTs ReseRveo INTEGRAL FIN OR EQUAL LEG/BOX , SEE FIGURE B ON SHEET 2. A. LYN LLER, P.E. ) P.E.# 58 6 CERT. OF AUTH. #29296 70 4" O.C. BETWEEN WEEPHOLES 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES /STANDARDS USED: E --------------------- _ --- _ —._._.—I MAX. FRAME, GLASS &ANCHOR ------------ __, X ._.----- _ X _ I i I HEIGHT 15.67" 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 COO 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 El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 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; ENERGI 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: II41 fll 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. �� ® NAy LYN,9 w 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1)AND •,.....Y, 7ivv REINFORCEMENT LEVEL, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING ,, LICENSE` TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. No. 58705 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION = CONDITIONS. - •' C 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET 1 ✓( 77 ' REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET�� SET ARE MET, _ ��T -•._ TE F (V� 1070 TECHNOLOGY DRIVE 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. '(ORION••` \��� N. VENICE, FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. - iy/S�iOn(AL C04WRIGHDT ®500617 PGT INDUSTRIES, INC. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, '71/1 �I IMI11Lv` ALL wcHTs ReseRveo INTEGRAL FIN OR EQUAL LEG/BOX , SEE FIGURE B ON SHEET 2. A. LYN LLER, P.E. ) P.E.# 58 6 CERT. OF AUTH. #29296 70 4" O.C. BETWEEN WEEPHOLES 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES /STANDARDS USED: E 8 3" MAX. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION e ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 eAISC 360-10 GENERAL NOTES ......................... 63" ELEVATIONS. ................................ MAX. FRAME, GLASS &ANCHOR BUCK 2 INSTALLATION, FLANGE & HEIGHT 15.67" 3 INSTALLATION, INTEGRAL FIN MAX. O.C. & J -CHANNEL ...................... 4 J_ 5 DESIGN PRESSURES ................... 8 3" MAX. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION e ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 eAISC 360-10 GENERAL NOTES ......................... 1 ELEVATIONS. ................................ 1 FRAME, GLASS &ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEG/80X................. 3 INSTALLATION, INTEGRAL FIN & J -CHANNEL ...................... 4 GLAZING DETAILS ........................ 5 DESIGN PRESSURES ................... 6-8 ANCHOR QUANTITIES, ................ 9-16 EXTRUSION PROFILES & BOM.... 17 ASSEMBLY..... ................. - ............. 18 used By: Date: Revision: JR 03/27/17 NOTE TO ANCHOR QTY. TBLS, Revised By: I Date: I Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By d Miami -Dam Product Control Description:�'aw^ `y. GENERAL NOTES & ELEVATION J ROSOWSKI HORIZONTAL ROLLER - LM HR -5510 I NTS I 1 OF 18 05/15/15 Drawing No. I Rev: MD-HR5510-01 I B TABLE 1' ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) 5 718" Laminated LG.: 118" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 718" Laminated I.G.: 1/9'T Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 7 718" Laminated I.G.: 3/16" A Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer S 7/8" Laminated LG.: 3116" T Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with ,090" PVB Interlayer 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.: 3116" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Gass with .090" SG Interlayer 12 14 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 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3116'A Glass with .090" SG Interlayer 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 16 718" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass with .090" SG Interlayer SEE SHEET 6, TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANGHORAGE INDEX. TARI F 9- W I nwARl_E ANCHORS THROUGH 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) 7116" 1-318" Steel, A36* 3/8.10.050" P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" Steel Stud, A653 Gr. 33* 3/8"0-0451' (18 Ga.) Aluminum, 6063-T5* 318" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S. S.) 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7116" 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 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/8"0.050p, --..Into Concrete/CMU - sheet 3, option 2 Steel Stud, A653 Gr. 33* 318" 0.0451" (18 Ga.) Aluminum, 6063-75* 318" 0.063" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-112" 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" 13/4" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-318" 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" 114" steel Aggre-Gator Concrete (min. 3.275 ksl) 1-1/2" 1-3/8" 1/4" steel Aggre-Gator P.T. Southem Piie (SG=0.55) 1" 13/8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3- ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Min. Distance Embedment* E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0,55) 3/6" 2-7/16" 18-8 Screw 2-1/2" Ringshank 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" 1-3/8" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) Steel, A36* 3/8" 0.050" Eloo UltraConO #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, A3fi* 3/8" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A" = ANNEALED "H" = HEAT STRENGTHENED 'T'= TEMPERED "PVB" =.090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG"= .090"SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 5, 7, 11 $ 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. Material Min. Fy Min. F" Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksl 110 ksi Elco Aggre-Gator@ 57 ksi 96 ksi Eloo UltraConO 155 ksi 177 ksi 410 SS Eloo CreteFiex(M 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16ksi 22 ksi A36 Steel 36 is: 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 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. P�••.• UtGENSF•.,�,���i No. 58705 .• MIN. OF 3 THREADS O ST EO BEYOND THE �� •'•, R'� �� METAL i�cs - �R1DP,.•'��'C��� SUBSTRATE. w� sAi. NNA( MI� P.E. P.E.#M 5 TABLE 4: INDEX 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 Woad 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 Concrele)CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 Integral Fin (43) 1 4 Through the integral fin...... ....into 2X Wood Frame/Buckstdp - 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 / Eqg {#4) (#4) 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 FIGURE B: FRAME TYPES 2 4 0❑ FLANGE BOX OR EQUAL- 0o LEG c ��❑ o VFINM o J -CHANNEL IN❑II���'I!� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 CERT. OF AUTH. #29296 INC. rised By: Date: Revision: JR 1 03/27/17 NO CHANGES THIS SHEET. Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0411.08 Expiration Date 09124/2020 By Miamr-Dp a Product Control Description:.R+ y. GLASSIANCHORS/FRAME OPTIONS J ROSOWSKI HORIZONTAL ROLLER - LM 05/15/15 /Modal: stole: sheet: Drawing No. Nev: HR -5510 I NTS 1 2 1 MD-HR5510-01 I B INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 3 TYP. ANCHOR TYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. INSTALLATION EMBEDMENT AND EDGE OPTION 4 (SEE SHEETS 6-8) SEE NOTE 2, SHEET 2. OPTION 7 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE �I 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. SEE NOTE 2, SHEET 2_ - --� 1/4" MAX. SHIM 19 16 30 13 28 11 4 20 OPERABLE 43 EDGE FLANGE EMBEDMENT #10 OR #12 STEEL 40 SASH DISTANCE FRAME SMS (G5), SEE 37-39 _ SHOWN TABLE 2, SHEET 2.°4 n n u u O26 TYP. ANCHOR TYPE, 2 1/4" MAX SHIM ❑ FIXED 41 LITE ❑ O- EDGE D DISTANCE PER I �❑ - 13 o - ❑�� =i�r-� LIGHTIWEDTH a� a SUBSTRATE, SEE TABLE 2, SHEEP 2. p n � O 72 Illflj 85 87 { DADE APPROVED MULLION, 29 FBC COMPLIANT o O0 VISIBLE 42 as ° ALUMINUM/STEEL FRAMING FLANGE 771 LIGHT WIDTH III��� EXTERIOR EQUAL o Ij OR STEEL STUD. MAY BE FRAME 72 14 n 24 OR 25 OR 26 V q LEG (1) AT MID -SPAN OF INTERLOCK VISIBLE LIGHT FIXED VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, SHOWN SEE SHEETS 6-S TYPICAL FOR ALL ( ) FRAME 43 (1) 3-1/2" FROM EACH SASH HEIGHT LITE . TABLE 2, SHEET 2 "XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH SHOWN CORNER AND (1) AT CENTER OF SASH STILES/RAILS 29 HORIZONTAL SECTION A -A (OX) 22 OR(z3 BUCK 28 30 16 19 16 (SEE SHEETS 7-8) TYPICAL HEIGHT EXTERIOR OPERABLE 43 - FOR ALL "XOX" SASH OPERABLE 20 OPERABLE 43 40 SASH SASH. SASH (21)OR(22)01R(23) VISIBLE LIGHT " " 37-39 G� " " " " " " ❑� (SEE SHEETS 6-8) HEIGHT �i i� 28i'L ii TYPICAL FOR ALL SASH -=- 16 ❑ 41 -4J FIXED ��-, - VISIBLE LITE 5zVISIBLE 86 45 47 ❑� _ LIGHT WIDTH III-"'FFFF ir- � �� =rli 111 LIGHTWIDTH fff"'FFFF 81 WEEP OPT. 43=====97 r 29 FLANGE FRAME 15 SHOWN ii 87 85 =f �-jL- 0 2g NOTCHES 80 314"X ES 0o CJS o 42 VISIBLE EXTERIOR 1.1/4"X 1/4" 34 2 25 OR 26 LIGHT WIDTH 72 14 O v 4 (SEE SHEETS 6-8) TYPICAL FOR 4 ALL "I FIXED MEETING RAIL 33 HI MAX SHIM BUCK WIDTH HORIZONTAL SECTION E -E (XOX� - EQUAL -LEG PRODUCT REVISED Builth CodeWlth the Florida o EQUAL LEGIIhj T,A, LATION AS PER SECTION A -A ABOVE FRAME SHOWN g NOA-No. 17-0411.08 - a FRAME SHOWN INSTALLATION - T T EMBEDMENT �� Q Y NA( vi Revised By: � � i� �` '�� '• ••�� ��� JR `S ,-' CICENSF ., 1� �• Dote: Revision: Expiration Date 0 /24/2020 03/27/17 NO CHANGES THIS SHEET. 1 By OPTION 2 Revised By: ; Date: Revision: Miami -D a Product Control ANCHORED THROUGH= �� <' No. 58705 FRAME DIRECTLY INTO - °• CONCRETE/CMU. - - EDGE 1 '�. p Description: Drawn By: DISTANCE VISIBLE LIGHT FORMULAS '•. "�` FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP. ANCHOR TYPE, ;%Q �rA31F ��\ EMBEDMENT AND EDGE VERTICAL (EQUAL -LITE, XO & OX) %'� '• •' Q/,- 1070 TECHNOLOGY DRIVE •'•Ft Title. Dote: DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. SECTION B -B ��ls ORIDA,. •-• ���� N VENICE, FL 34275 z��/�/�jZ01VAL. �NG�t� 041)4801600 HORIZONTAL ROLLER- LM 05/15/15 HEI GHT: BUCWEIGHT 741/44 PGT INDUSTRIES, INC, !r!1lIII1111 Series/Model Scale: Sheet:Growing No. Rev. ALL RIGHTS RESERVED A. LYNN MILLER, P.E. HR -5510 NTS 3 OF 18 MD-HR5510-01 B P.E.# 58705 CERT. OF AUTH.#29296 INSTALLATION DETAILS FOR FIN AND J -CHANNEL FRAMES INSTALLATION OPTION 7 INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP. SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOT SSHEET2 INTO METAL (INTEGRAL (SEE SHEETS 6-8) NOTE 2, SHEET 2. TYPICAL FOR ALL EMBEDMENT ANCHORED THROUGH INTEGRAL FIN INTO 2X EMBEDMENT F FINIFLANGE REMOVED) "XO" OR "OX" SASH WOOD FRAME OR BUCK- I - 16 29 STRIP. SEE NOTE 2, EDGE —�- 114" MAX. SHIM 19 16 30 28 SHEET2. DISTANCE 13 20 EDGE 40 OPERABLE 43 DISTANCE J -CHANNEL #10 OR #12 STEEL 37-39 -� - SASH (I - �L_1 FRAME SHOWN J. SMS (G5), SEE — 1 TABLE 2, SHEET 2. o O 1 41 28 Ji 5 IL TYP. ANCHOR ND EMBEDMENT AND 0 ❑ 1 �❑❑❑ -1/4" MAX SHIM - FIXED LITE EDGE DISTANCE PER VISIBLE SUBSTRATE, SEE �❑ TYP. ANCHOR TYPE FIN AND/OR EMBEDMENT AND EDGE FLANGE MAY BE SUBSTRATE, REMOVED IN ii LIGHT WIDTH �❑ TABLE 2, SHEET 2. ❑a = I - -+— (SCREW SHOWN) 72 DISTANCE PER -FIELD SEE TABLE 3, SHEET 2. 85 87 FIN FRAME O 13 _�� SHOWN DADE APPROVED MULLION, D VISIBLE 42 EXTERIOR 0 FBC COMPLIANT LIGHT WIDTH 29 ALUMINUMI/STEEL FRAMING 72 24 OR 25 OR 26 j� 14 V 3 VISIBLE FIXED OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. {SEE SHEETS 6-8) TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XD" OR "OX" FIXED MEETING RAIL BUCK WIDTH INSTALLATION HEIGHT TABLES 2 & 3, SHEET 2. HORIZONTAL SECTION C -C (OX) 22 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH S ' 29TYPICAL 16 FOR FIN INTO METAL 30 16 19 ALL "XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR T 28 OPERABLE 40 20 OPERABLE 43 SASH HEIGHT i SASH SASHo #10 OR 412 STEEL 21 OR 22 OR 23 VISIBLE LIGHT OPERABLE a iii - 37-39 cr: i� Iii a ii -,ra SIMS (G5), SEE - ii n a TABLE 2, SHEET 2. (SEE SHEETS 6-8) HEIGHT SASH 'I J'i II'L i. 28 ii ' �i� TYPICAL FOR ALL SASH 16 ❑ --J `- 41 --� FIXED LITE �- El VISIBLE 8645 VISIBLE _ o - r_ 47 LIGHTWIDTH II""--" fir- --iii LIGHT WIDTH 1�ETIF ❑� c OPT._____=,7 U80 81 �____ �L= _ ;i L FIN FRAME 87 85 o o o 0 WEEP29 tj SHOWN NOTCHES 29 0 OR 26 42 VISIBLE D� EXTERIOR 34'X 1/4" 1-tl4" X 1/4" - 25 3 (SEE SHEETS 6-8) TYPICAL FOR LIGHT WIDTH 72 14 1 J -CHANNEL FRAME 33 15 ALL "XOX" FIXED MEETING RAIL BUCK WIDTH SHOWN PRODUCT REVISED 3 Q 1/4"MAxHORIZONTAL SHIM MID OF INTERLOCK SECTION C -C (XOX) as Building complying the Florida a (1)AT -SPAN 43 (1) 3-112" FROM EACH SASH INSTALLATION AS PER SECTION D -D ABOVE I I 1111 NOA-No. 17-0411.08 FIN FRAME SHOWN CORNER AND (1) AT CENTER OF I I /i Revised Date: Revision: �" 9/24/2020 SASH STILES/RAILS V LYN �, �i� QN ...5� Expiration Dat /� TYP. ANCHOR TYPE, EMBEDMENT AND . ... •. NO CHANGES THIS SHEET. ` / JR 03/27/17 By IGEN ` Q-;' '.• Date: Miami Product control EDGE DISTANCE PER EDGE DISTANCE j7 � Revised �" Revision: -Da SUBSTRATE SEE SEE F No. 58705 TABLE 3, SHEET 2. —®I EMBEDMENT �^— "`-�•:- .� 1 �- ® c�g Description: Drawn BY: VERTICAL VISIBLE LIGHT FORMULAS A ?�� : �� J -CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 FIN SECTION D -D (EQUAL -LITE XO & OX) :�� WIDTH: BUCK WIDTH/2-4-1 /4" '•. STAW OF <U . 1070 TECHNOLOGY DRIVE '�:Cs''•FC ORVDP.. •' \�� N. VENICE, FL 34275 wi /ANAL �`` (94 1 80-1 6 077 Title: Date: HORIZONTAL ROLLER - LM 05/15/15 ANCHORED THROUGH INTEGRAL INTO 2X WOOD FRAME OR BUCK- HEIGHT: BUCK HEIGHT -7-1/4" �� 8 PGT INDUSTRIES, !7/i INC. Sheet: Rev: STRIP. SEE NOTE 2, SHEET 2. i 11111111, ALL RIGHTS RESERVED Series/Model: Scale: Drawing No. A. LYNN MILLER, P.E. CERT. OF AUTH.#29296 HR -5510 NTS 4OF 18 MD-HR5510-01 B P.E.# 58705 SILICONE STRUCTURAL1/4" NOM. POLYISOBUTYLENE WITH DESICCANT EXT. GLASS 7s KODISPACE O AC!_ TDC INT. GLASS BUTYL & DESICCANT FOAM EXT. GLASS � POLYISO- BUTYLENE SEAL STAINLESS EXT INT. GLASS, ALUMINUM REINFORCEMENT 5/16" NOM: DURAS EAI n 8 CDArC:D GLASS DESICCANT FILL AREA 5/16" NOM. i SILICONE SEAL XL EDGETm 78 CDArr=D GLASS 5116" A/A PVB 7/16" AIR SPACE 1/8" A GLASS — aEXTERIOR 7/8" NOM. 5/16" H/H SG 7116" AIRSPACE 1/8" T GLASS aEXTERIOR 76-79 GLASS TYPE 5 7/8" NOM. GLASS TYPE 10 TYP. GLAZING DETAIL Part# HOT -MELT BUTYL STRUCTURAL 76 SILICONE FOAM3/16" NOM. WITH 78 DESICCANT SUPER 79 Cardinal XL Edge Spacer EXT. GLASS 77 SPAGER®NXT 7M BUTYL & DESICCANT FOAM EXT. GLASS � POLYISO- BUTYLENE SEAL STAINLESS EXT INT. GLASS, ALUMINUM REINFORCEMENT 5/16" NOM: DURAS EAI n 8 CDArC:D GLASS DESICCANT FILL AREA 5/16" NOM. i SILICONE SEAL XL EDGETm 78 CDArr=D GLASS 5116" A/A PVB 7/16" AIR SPACE 1/8" A GLASS — aEXTERIOR 7/8" NOM. 5/16" H/H SG 7116" AIRSPACE 1/8" T GLASS aEXTERIOR 76-79 GLASS TYPE 5 7/8" NOM. GLASS TYPE 10 TYP. GLAZING DETAIL Part# Description Material 76 Kom In Cling ASG TPS Spacer System 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Quanex Duraseai Spacer Idatedals 79 Cardinal XL Edge Spacer KEh EKENUE I tJ i KtYUK I J: r I L -c5! It, Oa00 a OVIU 5/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS — aEXTERIOR 7/8" NOM. 5/16" H/H SG — 3/8" AIR SPACE - 3/16" A_ GLASS - aEXTERIOR GLASS TYPE 6 718" NOM. GLASS TYPE 11 OM.GLASS �^ 7/8" NOM. rYP. A 7/16" A/A SG — 1/4" AIR SPACE - 3/16" _A GLASS - aEXTERIOR "A"= ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = 090" TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG' = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. GLASS TYPE 15 5/16" A/A PVB — 3/8" AIR SPACE - 3/16" A_ GLASS - aEXTERIOR 5116" H/H SG — 3/8" AIR SPACE - 3116" T GLASS - aEXTERIOR 7/16" A/A SG — 1 /4" Al R SPACE - 3/16" T GLASS - aEXTERIOR ►{ 7/8" NOM. GLASS TYPE 7 718" NOM. GLASS TYPE 12 7/8" NOM, �-+- GLASS TYPE 16 �-{ 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE - 3/16" _T GLASS- EXTERIOR 7/16" A/A SG 5116" AIR SPACE - 1/8" T GLASS- - < EXTERIOR GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE • HVHZABOVE30'. GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL i FIN FRAMES !!illi \`\ r1Y LYNgr 77/ Revised By Date., Revision: GLASS TYPE 8 �j 718" NOM. �-•+- GLASS TYPE 14 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 q / Expiration Date 09/24/2020 ^� J R 03/27/ 1 7 NO CHANGES THIS SHEET. / By Revised Ry: Date: Revision: Miami-DaProduct Control No. 58705 / RT(0�) Description: Drawn By., GLAZING DETAILS J ROSOWSKI ®� REO (V 1070 TECHNOLOGY DRIVE s litfe: Date: i �s'•. RIOP,. •'• \N.VENICE,FL 34275 ICOPYwGHr®sm7r�TINDOSTRI12S,INC. HORIZONTAL ROLLER WINDOW - LM 05!15/15 ALL RIGHTS RESERVED Series/Model: Scale: Sheet., Drowing No. Rev: A. LYNN MILLER, P.E. CERT. OFAUTH, #29296 HR -5510 NTS 5 OF 18 MD-HR5510-01 B P.E.# 58705 TAP[ c R ---I �-- 4" MAX. O.C. 4" MAX. O.C. —►I �-- 4" MAX. O.C. ---j �- 8" MAX. O.C. 4" MIN. O.C. VCHOR ISTER DETAIL 4 -ANCHOR CLUSTER DET �/� 3 -ANCHOR CLUSTER DETAIL �/� 2 -ANCHOR CLUSTER DETAIL TARt F R Glass Types Index to All Design Pressure and Anchor Quantity Tables 5-8 Cordlg Max. W Max. Height Glass Type Reinf. Leal Design Pressure Anchor Quantify }D or OX 75" 54" 6 6 17 19 54" 2 7 6 18 5- 8 9 53" 3 8 7 19 1 10 63° 1 4 11 8 21 11 72" 6-8 4 10 8 20 10 75" 76" 10-12 4 12 8 22 11 14-16 4 12 8 22 11 EXOX 120" 63' 5-8 3 9 7 23 12 5&6 4 13 8 24 13 7 & 8 4 14 6 25 14 1�„ 63. 10 -12 4 15 8 26 15 14-15 4 16 8 27 16 ---I �-- 4" MAX. O.C. 4" MAX. O.C. —►I �-- 4" MAX. O.C. ---j �- 8" MAX. O.C. 4" MIN. O.C. VCHOR ISTER DETAIL 4 -ANCHOR CLUSTER DET �/� 3 -ANCHOR CLUSTER DETAIL �/� 2 -ANCHOR CLUSTER DETAIL TARt F R Glass Types Design Pressure(lbse) 5-8 for XO or OX Windows Reinf. Level Rt All Buck Heights up to 54" All Buck Widths +501-50 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 SASH WIDTH JAMB EXTERIOR a 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)'9/4-1/2-1/4" 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. R H -IT MEETING RAIL \\\1111111! ;. NY....N/v oc No.58705 ' Zy '+ SIel TATE OF6 "C/ s/0NALtE `\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 7: Glass Types Design Pressure (Ibs/ft2) 5-6 forXO 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 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOR a 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYMGNr 02017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 R H -IT 4G RAIL vised By: Date: Revision: JR 03/27/17 CORRECTED TABLE 5. vised By. Date: Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By �� Miami-Da`h`-Product Control Description: "' ^" X' DESIGN PRESSURE TABLES J ROSOWSKI Title: Date: HORIZONTAL ROLLER - LM 05/15/15 HR -5510 I NTS 1 6 OF 18 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) H iT 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 (Ibslft2) 5-8 forXO or OX Windows Point 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 5-8 Sash Configuration Sash Width Range (n) Design _ _ W 48" Pressure (Ibse) for XOX Windows window Buck Height 54" 63" Reins. Level R3 35-114" %-Y,-% 11-391-11.391 +50.0 -50.0 +50-0 -50.D +50,01 -50.0 38" Y3 -Y3-% 12.308 - 12.308 +50.0 ! -%0 +50.0 -50.0 +50-0 -500 45-1fS" Y4 -%.Y, 11.391 - 13397 +50.0 ! -50.0 +50.0 -50.0 +500 I -50.1) 11&398-14,683 +50,0 -50.0 +50.0 -5G.0 +50.0 I -5QD Y, -Y, -Y, 11391 - 12.297 +50,0 -50.0 +50.0 -50.0 +50.0 I -50.0 % 12.298 - 15.558 +50.0 -50.0 +50.0 -50.0 +5D.0 -50.0 Custom 11.391 - 12.016 +500 I -50-0 +50.0 -50.0 +50.0 I -50.0 52-118" %%-% 12.017 - 13.397 +510 1 -50.0 +50.0 -5G.0 +500 I -50.0 13.398 - 17.016 +51.0 ! -50.0 +50.0 50.0 +50.0 1 50.0 3 m Custom 11391 -13.397 +50.0 -50.0 +50.0 -50.0 +50.1 11 5QD 0 60" Y, -Y, -Y, 13.398 - 15.360 +50.0 -50.0 +50.0 50.0 +50.0 1 50.0 -1/3 15.361 - 19641 +50.0 -50.0 +50.0 50.0 +50,0 -50.0 Custom 11.391 - 13.397 +50-0 i -500 +50.0 -50.0 +50.0 I 500 75"% Y, 13.398 - 19,110 +50.0 -50.0 +50.0 -50.0 +50.0 ' -500 /-%-Y3 119 111 - 24 641 +50.0 1 -50.0 +50.0 .50.0 +50,0 50.0 Custom 18.360-19.397 +50.0 ! -50.0 +50.0 -50.0 +49.1° -49.1' 96.' Y,.Yz-'/< 19.398-24.360 +50.0! -50.0 +50.0 -50.0 +50.0 -50-0 Custom 24.361 - 30.361 +50.0 ' -50.0 +50.0 50.0 +50.0 -500 129" %%-Y, .30360 +50,0 1 -50.0 +50.0 51.0 1 +49.1' 1 -49.1- +50/-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE "* MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 1.11111 I11 ii C)\AN LY!V!V2j i 1,IGENSF '., No. 58705 0 STA //',;5/®NAL El, `. A. LYNN MILLER, P.E. RE.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 }460-1600 COPYRIGHT02017 PGTINDUWRIES, INC. CERT. OF AUTH. #29296 vised By: Date: Revision: JR 1 03127/17 1 NO CHANGES THIS SHEET PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By v----� Miami -Dad roduct Control Description: umwn ny. DESIGN PRESSURE TABLES I J ROSOWSKI Stle: Date: HORIZONTAL ROLLER - LM 05/15/15 HR -5510 I NTS 1 7 OF 18 MD-HR5510-01 9 B I ABLE 1 U: Design Pressure (Ibs/ft2) for Glass Types Design Pressure (ihs/ft2) 6-8 for XOor OXWindows Reinf. Level R4 All Buck Heights up to 72" All Buck Widths +501-50 up to 75" a_ SEE TABLE 20 FOR ANCHORAGE TART F 15 TABLE 11: Glass Types Design Pressure (Ibs/ft2) for 5-8 XO or OX Windows Reinf. Level Window Buck Height R4 48" 54" 63" Sash Configuration 25-112" +65.0 1 -70.0 1 +65.0 -70.0 +65.0 . -700 a_ 28" +650 I -70.0 +65.0 -70.0 +65.0 70.6 r 36" +65.0 i -70.0 +65.0 -70.0 +65,0 I -70.0 63" 42" +65,0 -70.0 +65.0 -76.0 +65.0 -76.0 Custom 11.391 - 13.397 +65.0 0 48" +65.0 -70.0 +650 -70.0 +65.0 -70.0 +65.0 60 +65.0 -70.0 +65.0 40.0 +65.0 ! -70.0 3: +65,0 5 0 * +65/-70 FOR GLASS TYPES 6-8 SEE TABLE 21 FOR ANCHORAGE Glass Types Design Pressure(lbs/fe)for 10-12 & 14-16 Design Pressure (lbs/ft2) for XOX Reinf. Level 10.12Sash Configuration 9 sash Width Range (in) Sash Configuration Windows Window Buck Height Reinf. Level Reinf, Level R4 R4 Reinf. Leael 48" 54"1 63" 1 63" +65.0 j -110.0 +65.0 -110.0 +65.0 1 -110,0 Custom 11.391 - 13.397 +65.0 -110.0 +65.0 -110.0 1 +65.0 1 -110.0 +65.0 60" y4 -y2 -y, 13,398 - 15,360 +65,0 -110.0 +65,0 -110.0 +65.0 -110.0 +65,0 -110.0 +65,0 -'-'%s Y. 15.361 - 19.641 +65.0 -110.0 +65.0 -110.0 +65-0 -110.0 t +65.0 -110,0 Custom 11.391 - t3.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 +65,0 75" %-%-Y, 13.398 - 19.110 +65.0 -110,0 +65.0 -110.0 +65.0 -110.0 13.398 - 19.110 +65,0 l -Ys -Ys 19.111 -24.641 +65,0 -110.0 +65.0 -110,0 +65.0 -110.0 r0 3 19.111 - 24.641 Custom 17.641 - 19.397 +65.0 -110.0 +65.0 -110,0 +65,0* -104.6* +53.2 Custom %-% % 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0* -109.5* 5i -70.0 Custom 24.361 - 31.641 +65.0 -110.0 1 +65.0 1 -110.0 1 +65.0 -110.0 -y2 -y, +65.0 -70.0 +65.0 29.641 - 32.515 +65.0 -110.0 +65.0 -110.0 +65.0* -104.6* +65,0 -92.0 Custom 24.361 - 31.641 +65.0 -110.0 +65.0 -110.0 120" -88.4 516-39641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 -1%0 140" Custom ** -39,641 +65.0 -110.0 1 +65.0 1 -110.0 +65.0* -104.6* * +651-110 FOR GLASS TYPES 11 & 12 TABLE 16: SEE TABLE 26 FOR ANCHORAGE ** MIN. SASH SIZE = WINDOW WIDTH -60.72 2 Glass Types Design Pressure(lbs/fe)for 10-12 & 14-16 Design Pressure (Ibs/ft2) for XOX Reinf. Level 14-16Sash Con1gurallon Sash Width Range (in) Sash Configuration Windows Window Buck Height +65.0 1 -110.0 +65.0 ! -110.0 +65.0 1 -110-0 Reinf, Level 28" R4 Reinf. Leael 48" - 54" 1 63" +65.0 j -110.0 +65.0 -110.0 +65.0 1 -110,0 m Custom 11.391 -13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 +650 ' -110.0 +65-0 ! -110.0 +65.0 j -1100 60" %%-Y, 13.398 - 15,360 +65.0 -110.0 +65,0 -110.0 +65,0 -110.0 -70.0 +65.0 %Y3 15.361 - 19.641 +65.0 -110.0 +65.0 -110,0 +65.0 -110.0 S -70.0 Custom 11.391 -13.397 +65,0 -110,0 +65.0 -110.0 +65,0 -109.3 5-, 75' YY, -Y, 13.398 - 19.110 +65,0 -110.0 +65.0 -110.0 +65.0 -102.0 46 75' Custom 19.111 - 24.641 +65.0 -110.0 +65.0 -110.0 +65.0 -102.9 no +53.2 Custom 17.641 - 19.337 +65.0-110.0 y, +65.0 -110.0 +65.0 -97.4 g96" -70.0 +65.0 -6&5 +56.2 -56.2 +65.0 -70.0 -y2 -y, +65.0 -70.0 +65.0 Y4 -y, -Y, 19.398 -24.360 +65.0 -110.0 +65.0 -110.0 +65,0 -92.0 Custom 24.361 - 31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -88.4 -70.0 +65.0 Y4:1/2 -'T/4 29.641 -32.515 +65.0 -1%0 +65.0 -109,6 +65.0 -84.3 +650 120" -Yss 32.516 - 39.641 +65.0 A 10.0 +65.0 -105.0 +65.0 -848 19.398 -24.360 140" Custom *+ -39.641 +65.0 1 -110.0 +65.0 -105.0 +85.0 -80,0 !Stt IAbLt 2t FOR ANumvRAGE TABLE 12: Glass Types Design Pressure(lbs/fe)for 10-12 & 14-16 XO or OX Windows Reinf. Level Window Buck Height R4 54" 63" 76" Sash Configuration 25-112" +65.0 1 -110.0 +65.0 ! -110.0 +65.0 1 -110-0 a 28" +65.0 1 -110.0 +65.0 -110.0 +65.0 1 -110.0 Reinf. Leael Reinf. LevelRange 36" +65.0 j -110.0 +65.0 -110.0 +65.0 1 -110,0 m 42" +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 63" 1 54" 1 1 63" 48" +650 ' -110.0 +65-0 ! -110.0 +65.0 j -1100 i; Custom 11.391 - 13.397 +65.0 60" +65.0 -1140 +65.0 ' -110.0 +65.0 -93.9 -70,0 +65.0 -70.0 +65.0 75" +65.0 -1140 +65.0 1 -103.5 +65,0 -80,0 EXTERIOR a SEE TABLE 22 FOR ANCHORAGE �9_69:lrivlll:!'9 JAMB EXTERIOR 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) "114-1/2-1/4" 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. H HT TABLE 13: Glass Types Sash Design Pressure (lbs/R2) for XOX Windows Design Pressure (lbs/112) for XOX Windows 7 & 8sash 6&6 Sash Configuration Width (in) Window Buck Haight Window Buck Height Reinf. Leael Reinf. LevelRange R4 36" 36" 48" 63" 1 54" 1 63" 11.391 -13.397 +65.0 -70,0 Custom 11.391 - 13.397 +65.0 -70.0 +65.0 -70,0 +65.0 -70.0 +65.0 -65.3 +65.0 -70.0 60" Y, -Y, -Y, 13.398 -15.360 +65.0 -70.0 +65,0 -70.0 +65.0 -70.0 +65.0 -70.0 r -`70.0 Y, -Y, -Y, 15.361 - 19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 46 75' Custom 11.391 - 13.397 +65.0 -70.0 +65.0 59.6 +63.3 -63.3 +53.2 -53.2 75" y, 13.398 -19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -6&5 +56.2 -56.2 +65.0 -70.0 -y2 -y, +65.0 -70.0 +65.0 -70,0 A 19.111 -24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -66.0 M% c Custom 18.360 - 19,397 +650 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0* -67.2* 96" 19.398 -24.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0* •68.8' = custom 18.360 - 19.397 +65.0 -70.0 +59.9 39.9 +55.5 55.5 +49.1 49.1 �i 96' YY, -Y, 19.398 - 24.360 +65.0 -70.0 +62.1 -62.1 +58.0 58,0 +50-3 50.3 +65.0 -70.0 +65.0 70.0 Custom 24.361 - 30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -67.3 +57.0 -57.0 12Q' ** - 30, 360 +65.0 -70.0 +59.9 39.9 +55.5 55.5 +49.1 -49.1 ** MIN. SASH SIZE = WINDOW WIDTH - 5928 SEE TABLE 24 FOR ANCHORAGE TABLE 14: 2 Glass Types Sash Design Pressure (lbs/R2) for XOX Windows 7 & 8sash Confi unction 9 Width Range (in) Window Buck Haight Reinf. Leael R4 36" 48" 54" 63" Custom 11.391 -13.397 +65.0 -70,0 +650 1 -70.0 1 +65.0 -70.0 +65.0 -70.0 60" % % 13.398 -15.360 +65.0 -70,0 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 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' % % 13.398 - 19.110 +65.0 -70.0 +65,0 -70.0 +65.0 -70.0 +65.0 -70,0 1 Y, -Y.-% 19,111 -24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70,0 c Custom 18.360 - 19,397 +650 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0* -67.2* 96" 19.398 -24.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0* •68.8' Custom 24.361 -30.360 +65.0 -70.0 +65.0 1 -70.0 1 +65.0 1 -70.0 +65.0-70.0 120" % % �/ ** - 30.360 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0* 57.2* * +65/-70 FOR GLASS TYPE 8 ** MIN. SASH SIZE = WINDOW WIDTH -59,28 2 SECTION DETAIL MEETING RAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT 26 (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 �illl lltrf� LY :K1ENg X�f/ i No,56705 S % 0 •. STATE OV •• lV44/: ss/ONAL EN A. LYNNIMIL�ER, P.E. P.E.# 58705 70 TECHNOLOGY DRIVE VENICE, FL 34275 4)-480-1600 PYRIGHT02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 - JR Date: Revision: 03/27/17 NO CHANGES THIS SHEET. pate: Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami-D4a Product Control Description:wenn py+ DESIGN PRESSURE TABLES J ROSOWSKI HORIZONTAL ROLLER - LM HR -5510 I NTS 1 8 OF 18 05/15/15 MD-HR5510-01 1 B TABLE 17' Glass Types Anchor Group E Anchor Quantities for XO or OX Windows 3,8„ 4" Anchor Quantities for XO or OX Windows 36 "Height 48" Height 54" Height 30" Height 1 36" Height 1 48" Height 1 54" Height 5 - 8 Sash Head Head Head as Head E Head E Head W ofLO Head E Head 30 Height 1 36" Height 1 48" Height42+ 30" Height 36" Height 48" Height 54" Height &Sill n Z Width Head -° Head Head & Sill Head E Head Head E Head of Reinf. Level {in) &Sill &Sill & SiIE `_°& W C J Sill 0 &Sill &Sill 12.147 &Sill ; 31 R1 [L 1+C2+1 2 28" 13.397 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 36" 17.397 1+C2+1 3 1+C2+1 3 1+C2+1 3 m Not Allowed 1+C2+1 2 42" 20.397 1+C2+1 3 1+C2+1 3 1+C2+1 3 Anchor Group A FE 48" 23.397 t+C2+1 Anchor Group C 0 1+C2+1 2 o 2+C2+2 2 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 31+C2+1 tY LSO WC 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 a 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 31+C2+1 1+C2+1 3 1+C2+1 2 1+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 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 3 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 3 1+C2+1 3 1+C2+1 3 m 0 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 V 60" 23.397 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 v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+G2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 121 2+C2+2 1 3 2+C2+2 3 2+C2+2 3 2+C2+2 1 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group 0 25-1/2" 12.147 1+C2+1 121 1+C2+1 31 1+C2+1 3ff2+C2+23 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 2 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 I+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Y 3 42" 20.397 1+C2+1 2 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 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 32+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 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Glass Types Anchor Group E Anchor Quantities for XO or OX Windows 3,8„ 4" 5 - 8 Sash 30 Heighi 36 "Height 48" Height 54" Height 30" Height 1 36" Height 1 48" Height 1 54" Height � Width Head Head Head as Head E Head E Head W ofLO Head E Head Reinf Level {In} &Sill & Sill11 &Sill n Z & Sill & Sill -° & Sill & Sill & Sill R2 O LL 0 N Guj- uMDJQ of U V o = a ON SMO Lu W C J CD LU m Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 21 1+C2+1 31 1+C2+1 3 1+C2+1 3 [L 1+C2+1 2 28" 13.397 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 36" 17.397 1+C2+1 3 1+C2+1 3 1+C2+1 3 m Not Allowed 1+C2+1 2 42" 20.397 1+C2+1 3 1+C2+1 3 1+C2+1 3 Q FE 48" 23.397 t+C2+1 3 1+C2+1 3 1+C2+1 3 0 1+C2+1 2 o 2+C2+2 2 60" 29.397 2+C2+2 3 2+C2+2 3 2+C2+2 3 of tY LSO WC Q 75" 36.897 2+C2+2 1 3 2+C2+2 3 2+C2+2 3 2+C2+2 1 2 ap�l Anchor Group B Anchor Group 0 say S 251/2" 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 31 1+C2+1 3 1+C2+1 3 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 i+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 v � 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 Z 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 V 60" 23.397 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 36.897 121 2+C2+2 3 2+C2+2 1 31 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+Z 3 2+C2+2 3 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. 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 PERJAMB 2+C 1+2 :31 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 1 SEE CLUSTER DETAILS, SHEET 6 r— — SEE ELEVATION, /jrMEETING SHEETI SEE ELEVATION,SHEET 1 RAIL REPEAT ANCHOR PATTERN AT SILL •' • TIN111 ANCHOR QUANTITY PERJAMB 1+C3+2+C3+1 4 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR 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 SHEET 1/ I MEETING REPEAT ANCHOR PATTERN AT SILL Max. Anchor Q.G. Anchor Spacing for "Integral- Group F Fin" Installation 4' EE ELEVATION, ION, SHEET SEE CLUSTERX DETAILS, SHEETS 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 complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 Miamiee Produce M ADDED NOTE TO ANCHOR QTY.TABLES. � � m as y L JCO o W ofLO O U) LO n Z COQ �r pry O LL 0 N Guj- uMDJQ of U V o = a ON SMO Lu W C J CD LU m —j n>t > 00 Z Q: 00 H [L LLj LL O F- O N Z 7aa4S Q FE 0 F- Z Qz aloas o OO 0 e of tY LSO WC Q O ap�l �asa4 say S V LYNN/ •''�,, •�,%CENSE N0.68705 r '. I91i9 t:' 441 ' O S YE OF 40 ZORIO //'S;S�ONAL , A. LYNN MILLER, P.E. P.E.# 58705 Glass Types m Z16 L0 Anchor Quantities Anchor for XO or OX for Windows O Windows W EO L 5-8 Sash 30" Height 36" Height 48" Height 1 54" Height 1 63" Height 30" Height 36" Height 48" Height 1 54" Height 63" Height 30" Height 36" Height Width Head 1 63" Height Head Head E Head 'E Head n Head m Head A Head a Head n Head a Reinf. Level (In) &Sill " E & Sill " E & Sill ' & Sill E I & Sill (in) & Sill E & Sill m &Sill E &Sill E & Sill E & Sill R3 & Sill F - & Sill ' & Sill -° & Sill O & Sill p &Silt R4 U D_in U Q Q Anchor Group A IM ap!1 'osap sauag Anchor Group C 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 2 1+C2+1 3 7+C2+1 4 1+C2+1 4 1+C2+1 4 b 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+G2+1 4 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 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 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 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 41 1+C2+1 5 1+C3+1 15 U m 42" 20.397 1+C2+1 2 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 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 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 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 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+G3+2 4 2+G3+2 4 2+C4+2 5 75" 36.897 2+C2+2 1 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+132+2 21 2+C2+2 3 2+C2+2 1 41 2+C2+2 4 2+02+2 4 Anchor Group B Anchor Group D Anchor Group D 25-1/2" 25-1/2" 12.147 1+C2+1 121 1+C2+1 31 1+C2+1 141 1+C2+1 1+C2+1 4 1+C2+1 4 1+G2+1 21 1+C2+1 31 1+C2+1 4 1+C2+1 41 1+C2+1 4 5 28" 13.397 1+C2+1 2 1+C2+1 31 1+G2+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 4 1+C2+1 5 1+C2+1 5 9 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 5 1+C2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 3 4 1+C2+1 4 1+C2+1 4 5 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 1+C2+1 2 1+C2+1 3 1+C2+1 Y 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 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+102+1 4 1+C2+1 4 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 2+C3+2 1412+C3+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 141 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Jtt IAMLt 0 rVK U=["N rMmCJ URt Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.5" 1 4" Glass Types m Z16 L0 LU L0 Anchor Quantities No ty for XO or OX O Windows W EO L 0 N 6.8 Sash 30" Height 36" Height 48" Height 54" Height 63" Height 72" Height 30" Height 36" Height I 48" Height I 54" Height 1 63" Height 72" Height Width Head n Head Head m Head 00 Head Head Head n E Head n E Head " E Head " E Head E Head E Reinf. Level (in) & Sill E & S'lll F & Sill E & Sill E &Sill E & Sill E & Sill F - & Sill ' & Sill -° & Sill O & Sill p &Silt R4 U D_in U Q Q IM ap!1 'osap sauag Anchor Group A Anchor Group C 25-1/2" 12,147 1+C2+1 21 1+C2+1 131 i+C2+1 141 1+C2+1 4 1+C2+1 151 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 141 1+C2+1 151 1+C2+1 1.5 v 13.397 1+C2+1 21 1+C2+1 13 1+C2+1 141 1+C2+1 4 1+C2+1 51 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 51 1+C2+1 15 28" 36" 17.397 1+C2+1 21 1+C2+1 3 1+C2+1 41 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 41 1+C2+1 5 1+C3+1 15 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 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 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 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 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+G3+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+G3+2 4 2+G3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+Z 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 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+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 115 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 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 9 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 5 1+C2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 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 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 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 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 41 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" 1 36.897 11 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 141 2+C4+2 15 2+G4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 1412+C3+2 4 2+C4+2 5 2+C4+2 5 J= IAULC IU r6k UESIGN rRCJJvrtC MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX, O.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.2" — 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 REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By ,. Miami -Da Product Control m ADDED NOTE TO ANCHOR QTY. TABLES. REMOVED GLASS 5 FROM TABLE 20- 0 m Z16 L0 LU L0 s O O No ty O O O ajOQ W EO L 0 N O� aN J n F _ 8 O ILL C) o (=9 Mou4 C) = O c tij C) 'D "N 5M0 W — co = ¢ ill J i o > { > m I 00 zrn o LLJ LL (7 f— J OO ;aa45 N Z F C3 F - Z Z LOS O Q o p O U D_in U Q Q i ap!1 'osap sauag ` ONYLYNN.. YNN • No. 58705 44; %0 SATE OF � \ '10ZONAL 'ttllll 1111 A. LYNN MILLER, P.E. P.E.# 58705 -EARL E 91' Glass Types Anchor Quantities for XO or OX Windows 5 - 8 Sash 30" Heigh+E� 6" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Width HeadeadIfl 36" Height 9 48" Height 9 54" Height 9 HeadIfl 76" Height 9 Head E Head Head E Head Miami -Dad roduct Control Head Width Head Head Head Reinf. Level (In) &Sill E Sill E & Sill E & Sill E &Sill & Sill 4 & Sill `; & Sill Head & Sill & Sill 10 R4 0 Reinf. Level ( In &Sill m & Sill m & Sill m & Sill ° & Sill m & Sill m & Sill m Anchor Group A Anchor Group C m & Sill 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+132+1 4 '151 1+C2+1 2 28" 13.397 1+C2+1 3 1+C2+1 . 4 1+C2+1 41 1+C2+1 4 1+C2+1 2 I 36" 17.397 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m Not Allowed 1+C2+1 2 42" 20.397 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 - 48" 23.397 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 1+C2+1 2 E2 0 O 60" 29.397 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 C 2+C2+2 2 o 25-1/2" 12.147 75" 36.897 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 3 2+C2+2 2 4 Anchor Group B Anchor Group D 41 25-12" 12.147 1+C2+1 21 1+C2+1 13 1+C2+1 14 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 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 41 1+C2+1 4 00 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+C2+1 41 1+C2+1 4 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 m Not Allowed U � 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 i+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 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+G4+1 5 1+C4+1 5 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 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 c 60" 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+C2+2 4 2+C2+2 4 2+C4+2 4 2+G4+2 51 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 3 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+C2+2 4 2+C2+2 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" installation 47 SEE TABLE 11 FOR DESIGN PRESSURE TABLE 22: PRODUCT REVISED Glass Types Anchor Quantities for XO or OX Windows 10-12 & 14-16 Sash 30" Height 9 36" Height 9 48" Height 9 54" Height 9 63" Height 9 76" Height 9 30" Hei ht 9 36" Height 9 48" Height 9 54" Height 9 63" Hei ht 9 7fi" Hei ht 9 Miami -Dad roduct Control Width Head Head m Head E Head E Head E Head E Head E Head Head E Head E Head 10 Head 0 Reinf. Level ( In &Sill m & Sill m & Sill m & Sill ° & Sill m & Sill m & Sill m & Sill m & Sill m & Sill & Sill M &Sill m R4 QLL N LD umo�p Q = Co K WT O - °N DMa WU0 =a ~ LU W J O .�'_ E2 0 O Anchor Group A Anchor Group C o z m o 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 5 1+C3+1 5 v 0 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C3+1 5 1+C3+1 5 Q 1-- Z ry Z al° -S 0 a o 00 = N r c) 20 U Z`0 ,,0� CIL 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 m Not Allowed 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 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+G4+1 5 1+C4+1 5 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 5 75" 36.897 2+C2+2 121 2+C2+2 1 31 2+C3+2 4 2+C4+2 4 2+G4+2 51 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 41 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 s 28" 13.397 1+G2+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 21 1+C2+.1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 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 21 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Y 0 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 m 0 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 60" 29.397 2+G2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+G2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 S 75" 36.897 2+C2+2 2 2+G2+2 131 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 SEE TABLE 12 FOR DESIGN PRESSURE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE G AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT 'ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION, SHOWN ON THETABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE �� G..... . _.: No. 58705 q1,7 �S'3. oR1D 'ONAL\`�. 11/111110W, 0` A- LYNN MILLER, P.E. P.E.# 58705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By / Miami -Dad roduct Control m ADDED NOTE TO ANCHOR QTY.TABLES. U r Y 10 Z C0 'n as >W 0O o r O a7°Q ❑ n W m O N K LLo Om QLL N LD umo�p Q = Co K WT O °N DMa WU0 =a ~ LU W J O .�'_ E2 0 O a Q o z m o LL J J � I- 0 ° m Z iaa45 to d G :D Q 1-- Z ry Z al° -S 0 a o 00 = N r c) 20 U Z`0 ,,0� CIL 2 alall '�sa4 saua5' �� G..... . _.: No. 58705 q1,7 �S'3. oR1D 'ONAL\`�. 11/111110W, 0` A- LYNN MILLER, P.E. P.E.# 58705 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types Group E Anchor Group F 2.9" 4^ PRODUCT REVISED as complying with the Florida Building Code Anchor Quantities for XOX Windows NOA-No. 17-0411.08 Expiration Date 09/24/2020 By 5 - 8 Sash Sash 24" H 36" Height m 48" Height 54Height QTY.TABLES. 63" Height 24" Height 30 48" Height 64" Height � 63" Height m Reinf. Leeef R3-� Configuration Width Range (in) Head &Sill a m Head & Sill a Head & Sig a Head & Sill a Head & Sil! a E -� Head &Sill .o -� Head &Sill m Head &Sill a Head & Sill .c Head & Sill a Head & Sill a Head & Sill a Anchor Group A Anchor Group C 1Y ACV Om j 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+o+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 00 38" %a-% % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+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+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 O N Q %-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+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" %%-'-'/3 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C2+p+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1141+C2+1+C2+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+D+C2+1 4 1+G2+0+C2+1 4 %% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2t1 2 7+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1+C2+1+C2+1 2 1+CZ+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 473/4" -% % 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 +C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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 +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 z 52-1/8" Y, -Y, -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+1 411+C2+1+02+1 4 1+C2+1+C2+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 x Y, -Y, -Y, 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+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+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 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" %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 i+C2+1+C2+1 4 1+C2+1+C2+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+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+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+02+1 4 1+C2+3+C2+1 q 1+C2+3+C2+1 4 75" 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 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+ 2+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+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+02+1 4 96" %%-'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+02+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+02+1 4 1 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" % Y,-% ** -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 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 8 Anchor Group D 35-114" 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+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+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+G2+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+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+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+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 45-118" Y-%% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+T 4 1+C2+0t C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1102+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 -% 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+c2+1+C2+1 4 1+02+1+02+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+O+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 i+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+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 L 52-118" %-'-'/z-''y4 12.017-13.397 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+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 Y Y, -%-Y3 13.398-12016 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+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+02+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" Y, -Y, -y4 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 i+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 3/3-Y3-% 15.361 -19.641 1+C2+0+G2+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+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+D+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+ +C2+ 2 1+C2+3+C2+1 3 1+C2+3+02+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" 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+02+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 -% 119.111-24.641 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+C2+3+C2+1 2M1+C2+3+C2+1 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 3 1+C2+3+C2+1 41+C2+3+C2+i 4 1+C2+3+C2+1 4 96" ''/4-% % 19.398-24.360 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1UM 3 1+C2+3+C2+1 4 1+C2+3+C2+14 1+C2+3+C2+1 4 custom 24.361-30.360 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 g1+r-2+3+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120" X -M --Y44 *" -30.360 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 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 Max. Anchor O.C.Anchor Spacing for "Integral_ Fin" Installation Group E Anchor Group F 2.9" 4^ SEE TABLE 9 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, EN d` news' �! � : • No. 58705 %0�. STAE bF } A. LYNN MILLER, RE. P.E.# 58705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami -Dade roduct Control m ADDED NOTE TO ANCHOR QTY.TABLES. � � m U-1 ul to O O o mm O O Z) u Q Lo i ti z N LO 0 X 1Y ACV Om j aN �} � a 0 -TO O UMJQ /1 LJ Z to N - S W O� w�=00 _¢ ON DMa ~ Ill J W - Of Q 00 C) C0 Z 6 a o I- Y W LL Q J 04 I- p r- m cc 70045 O N Q Q i - F Z Q CIf Z aloaS CD o p O it o E to U zQ 0 � 3: agll asap EN d` news' �! � : • No. 58705 %0�. STAE bF } A. LYNN MILLER, RE. P.E.# 58705 Tea] P oe• MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 5&6 Sash Sash NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami- ad roduct control Anchor Quantities for XOX Windows m v C LQ Zq" Height 30" Height 36" Height 48" Heigh 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height O Reinf. Level R4 Configuration Width Range (in) Head & Sill a E Head & Sill a Head &Sill a Head &Sill a Wead &Sill a Head & Slli a E Head & Sill a 2 � Head & Sill a E � Head & Sill a � Head & Sill a E Head & Sill a E Head & Sill a Anchor Group A Anchor Group C '5 v on m a c 35-1/4" Y3 -%-Y3 11.391 -11.391 t.l-I Not Allowed O Lu ,-. i m 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" %-'/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+O+C2+1 4 45-1/8" Y, -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+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Y, -% -Ya 13.398 - 14.683 1+C2+0+02+1 2 1+C2+0+C2+1 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 47-3/4"1+C2+0+C2+1 Y, -Y, -Y, 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 12,298 - 15.558 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+i 4 1+C2+0+C2+1 4 52-1/6" Custom 111,391-12.016 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+G2+1 4 1+C2+1+C2+1 4 I,-�-/n 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 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 X -%-'/a 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 %%% 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 %%-% 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+14 1+C2+2+C2+1 4 -%%3 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 411+ +I+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+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 %%f 119.398-24.360 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+02+1 4 1+G2+2+C2+1 4 1+C2+2+02+1 4 120" %-Yr-% - -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 q 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group B Anchor Group D 35-1/4" Y3 -y, -Y, 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+1 411+C2+0+02+1 4 1+C2+0+02+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 q 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 Y, -Y, -3A 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+O+C2+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-118" Ya-%% 13.398-14.683 1+C2+O+C2+1 2 1+C2+0+02+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+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Y, -Y, -Y, 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 f+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+l+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47 3/4 %-Y,-% 12.298-15.558 1+02+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 I+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 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 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+02+1 4 1+C2+1+C2+1 4 L a 52-1/8" 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+02+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+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y3 -Y3 -'/a 13.398-17.016 1+C2+0+C2+1 2 1+C2+o+C2+t 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+02+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+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+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 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 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+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 111-391 - 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+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %%-Y, 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 q 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+,2+2+C2+1 4 1+C2+2+C2+1 4 19.111724.641 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 t+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+7 4 1+C2+3+G2+t 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" Y% -Y4 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 211+02+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" Yx f - -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+CZ+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 a" WINDOW WIDTH -59.28 NOTES: StL I AbLt 73 I -UK ULSIUN `KLSStJKt "* 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 as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami- ad roduct control m v C LQ Y m Z `j LU n O O > mLL O O 0 oa r a#n0 i- an Z 0 LO 0 04 W O� ar = e OJ O 3 O ILo t7 umou0 ❑ 2 LLi W2 'ON OAIC 03 S Q t2 t.l-I O Lu ,-. i m p7 Imo. d' c - Z O O Q T LIJ I- J Q 0 N fif #aa4S © Q F- F z � � z aloaS o u ap O N Lo U O Q aj#u 'oSaO saueS �{{1111111/// NN Y LYIV ...........,y� =\ No. 58705 �AE OF •. V✓�� '/////YO1 NAL 000\ A. LYNN MILLER, P.E. P.E.# 58705 MINIMI IM ANCHOR OUANTITIFS SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Gies s Types 7&8 Sash Sash PRODUCT REVISED Anchor Quantities for XOX Windows Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By 24" Height 30" Height 36" Height 98" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Haight 54" Height 63" Height Reinf. Level Configuration Width Range 9 �) m Head &Sill E Head &Sill n E m Head & Sill m E Head & Sill .o E m Head & SBI n E ,� Head & Sill a E Head & Sill a E Head & Sill E Head & Sill n E m Head & Sill a E Head & Sill a E m Head & Sill n E m R4 > O W Anchor Group A al°0 n > n w L0 Anchor Group C OM J ocn F Z m a 35-1/4" %%-%s 11391-11.391 Not Allowed - i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 38" % %% 12.308-12308 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-t/8' +/y_r/x % 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3#+C2+0+C2+1 4 t+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 i C2 0 C2 1 3 1 C2 0 C2 1 4 1 C2 0 C2 1 4 1 C2+0 C2 1 4 41-314" %%2 % 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+C2t1*C2*1 4 %%% 12.298-15.558 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 4+C2+0+C2+1 4 1+C2+0+C2+1 4 52-1 /9' 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 * r 12.017-13.397 /-r/z-/ 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+02+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+t+C2+1 4 %-%-Y, 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, -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 Y, -%-Y, 15361-19.641 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+432+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 % 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+G2+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+G2+1*C2+1 2 1+C2+1+C2+1 3 1+G2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 96" Custom 18.360-f9.397 +3+C2+1 4#+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+G2+3+C2+1tl+C2-3-C2-1 d Y, -Y, -y4 r r 19.398-24.360 /<-/x-/a 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1+3+C2+1 4 1+C3+3+03+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+2+C2+1 4 1+C3+2+C3+1 4 120" '%-%-% -- -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+C3+3+C3+1 4 UL0 Anchor Group 13 W zz O Anchor Group D 35-1 M" %%% 11.391-11.391 i+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+G+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" %%-%e 12.308-12.308 I 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2*1 3 t+C2+0+C2+1 4 1+C2+6+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+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 ri % 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+G2+1 3 1+C2+O+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 l+G2+0+C2+1 4 1+C2+0+C2+1 4 45-118" 13.398-14683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 + + + 1+C2 0 C2 1 + t + + + + + 4 1 C2 0 C2 1 4 1 C2 O+C2 1 4 + + 1 C2+0+C2 1 2 + + + + 1 C2 0 C2 1 2 + + 1 C2 o+C2+1 3 + 1+C2 O+C2+i 4 1+C2+O+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 d 1+C2+1+C2+1 4 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 47-3/4" r r r -�a-y 12.298-15.558 1+C2+0+C2+1 2 i+C2+O+C2+1 2 1+02+G+C2+1 3 1+C2+O+C2+1 4 t+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 d 1+C2+t+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 a 52-i/8" r r /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+t+G2+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+t+C2+1 4 1+C2+1+C2+1 4 s Y3 %/ 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+G2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 +C2+1 3r1+C22+11+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 u m Custom 11.391-13.397 + + + + + + + + + 1 C2 1 C2 1 2 1 C2 1 G2 1 2 1 C2+1+C2+1 3 1+C2+1+C2+1 + + + + 4 1+C2+1+C2+1 4 1 C2 1 C2 7 4 + + + 1 C2 1+C2 1 2 + + + + 1 C2 1 C2 1 2 + + C2 1 !1+0!2+O-C2+1 3 + 1 4 + + + + 3 C2 1 C2 1 4 + + + 1 C2 1 C2+1 4 0 60" y4 -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 1+C2+1+C2+1 2 1+C2+1+C2+1 2 +C2+1 3+1 4 1+£2+1+C2+1 4 1+C2+1+C2+1 4 a _ %-%% 15.361-19.641 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+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 32+1 4 1+C2+0+C2+1 4 1+C2+0+G2+1 4 Custom 11.391-13397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+G2+3+C2+i 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 32+1 4 1+C2+3+C2+1 4 1+C2+3+C2+175" %y% 13.398-19110 1+C2+2+C2+1 2 1+C2+2+G2+1 2 1+C2+2+C2+1 31+C2+2+C2+1 41+C2+2+C2+1 4 1+C3+2+C3+1 4 1+G2+2+C2+1 2 1+C2+2+C2+1 21+C2+2+C2+1 3+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 d %% 1 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+i 4 1+C2+1+C2+1 4 1+C3+i+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+11+C2+1 4 t+C2+1*C2*1 4 1+C2+1+C2+1 4 Custom 1 18.360-19.397 1+C2+3+C2+1 1+C2+3+C2+t 2 1+C2+3+C2+t121+C2+3+C2,1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+0341 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+i 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 %%z-% 19.398-24.360 1+C2+3+G2+1 2 1+C2+3+C2+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+£2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+t 2 f+C2+2+C2+1+C2+2+C2+t 3 4+C?+2+C2*1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 d 1+C2+2+G2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+G2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+9 4 120" %-%-% " -30.360 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 t+C2+3+G2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+t 4 1+C2+3+C2+1 4 Max. Anchor O.C. Anchor Spacing for" Integral_ Group F Fin" Installation 3.7" 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 FORA GUIDE TO USING THESE TABLES. 4) "1/4-1/2-114" 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. ``1111111 I I//r / ()NY.�YNV s No. 58705 �� iet3�1 4t �,�,r�'•, STATE OF ; O/VRL EN .. A. LYNN MILLER, P.E. P.E.# 58705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami -Da Product Control m ADDED NOTE TO ANCHOR QTY. TABLES. C LOm LO Z nab w � of n U) O T CD N > O W al°0 n > n w L0 - LQ of OM J ocn F _ e O LLO � LIMOJQ Q W r U 2 O 75 wU� _¢ V/ �N JMO F z W J � Lli y m W 0 0) o u J O i- O r N z 79945 © Q t- d z QZ 915'5 O O Q UL0 W zz O aR!1 'asap sauag ``1111111 I I//r / ()NY.�YNV s No. 58705 �� iet3�1 4t �,�,r�'•, STATE OF ; O/VRL EN .. A. LYNN MILLER, P.E. P.E.# 58705 Tnni E on' MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types NOTES: SEE TABLE 15 FOR DESIGN PRESSURE - 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). Anchor Quantities torXOX Windows " MIN. SASHSIZE = WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. NOT BE USED WITH MAY NOTB U MAY 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 10-12 Sash Sash 24" Height 30" Haight 36" Height 48" Height 54" Height 63" Height 24" Height Control 1 30" Height 1 36" Height 1 48" Height m 54" Height 63" Height QTY. TABLES. Reinf. Leel Configuration Width Range (in) Head & SIII a Head &Sill a Head &Sill a Head &Sill 9 m Head &Silt n Head & Siil a Head & Sill a E Head & Sill a E Head & Sill a E Head & Sill a -EE Head & Sill a El Head & Sill a E R4 Anchor Group A r Z tW LID alop - Anchor Group C `/- r LO 0 NCD 'c -o m o c 35-1/4" Ya% Ys 11.391 - 11.391 Not Allowed - C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %%% 12.308 - 12.308 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 f+C2+0+C2+1 4 45-1/8 Y-% Y 11.391 -13.397 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 %-Y,-Y3 13.398 - 14.683 C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 II+C2+0+C2+1 4 47-3/4" Y -'/z y4 11.391 -12.297 2 i+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 %s -%n12.296 - 15.556Custom C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 52-1/8" 11.391-12.016 C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+13 1+C3+0+C3+1 4 1+G3+0+C3+1 4 t+C3+O+C3+1 4 Y4 -y, -y4 12.017-13.397 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+0+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 �a-� % 13.398 - 17.046 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+C3+0+C3+1 4 1+C3+0+C3+1 4 60" Custom 111.391 -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 %% 'Ye 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 %%-'Y3 115.361-19.641 1+C2+0+C2+1 2 1+02+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 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+03+3+C3+1 4 '/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 %-Ya-Y3 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+04+1 4 1+04+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+03+4+C3+1 4 1+C4+4+C4+1 4 YY, 19.398-24.360 1+C2+3+C2+1 2 t+C2+3+C2+3 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+02+2+C2+2 3 2+C3+3+03+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+21 2 2+C2+3+C2+2 3 2+C3+4+0342 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+04+2 4 140" Custom « -39.641 2+C2+3+C2+2 2 2+02+3+C2+2 2 2+02+3+C2+2 3 2+C3+4+C3+2 4 2+04+4+C4+2 4 2+C4+4+04+ q Anchor Group B K C.1 of Lr) Anchor Group D o 35-1/4" Y3 -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+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+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+1)+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 %%'/a - 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+C3+0+C3+1 4 1+C3+O+C3+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+C3+0+C3+1 4 45-1/8" %r% 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+02+0+C2+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+7 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C3+0+C3+7 4 Y, -Y, -Y 11.391-12.297 t+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+0+C3+1 4 473/4" y% 3 12.298-15.558 t+C2+0+C2+1 2 1+C2+0+C2+1 2 l+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+0+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 52-198" Y-% Y 12.017 -13.397 1+C2+0+C2+3 2 1+C2+0+02+1 2 1+C2+0+C2+7 3 t+C3+0+C3+1 4 t+C3+0+C3+1 4 1+C3+O+C3+1 4k1+C2+2+02+1 2+1 2 i+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+O+C3+1 4 t Y% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 42+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 42+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 U m' 60" ''/n --%-'/a 13.398 - 15.360 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 q 1+C3+2+C3+1 4 1+C3+2+C3+1 42+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 q 1+C3+1+C3+1 4 o %s %% 15.361 -19.641 i+C2+0+C2+1 2 1+C2+O+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 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+i 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+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 42+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" Y -%Y 13.398 - 19.110 1+C2+2+02+1 2 i+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 42+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+03+1 4 1+C4+2+C4+1 4 Y3 -Ya -Y. 19.111 -24.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+O+G3+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 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 41+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+02+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" Y4 -Y, -Y419.398-24.360 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 i+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 7+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+0s1+1 4 Y4 -y2 -y4 29.641 - 32.515 2+C2+3+C2+2 2 2+C2+3+C2+ 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' Y3 -Y3 -Y3 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+ 3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140" Custom -39.647 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+C4+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+74+2 4 2+C47473472 - 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. SASHSIZE = WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. NOT BE USED WITH MAY NOTB U MAY 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J -CH® INTEGRAL 17.0411.08 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 FIN FRAMES By IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. tAY LYN � N i L10E9VSF'•% No. 58705 �;130�•. STA EiOF� i �s '.F.ORIDF..•'• N J1111'OIVAL ENG\` A. LYNN MILLER, P.E. P.E.# 58705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0411.08 Expiration Date 09/24/2020 By Miami-DalProduct Control m ADDED NOTE TO ANCHOR x QTY. TABLES. �e m Z U) 'nay > v Lu r LO O O o r Z tW LID alop `/- r LO 0 NCD j M d F = g p L` o o MOJa D Z to - LL r ©� '^ ON Okla Luco=a H K W J c J LLI a- >- m 00 Z ° ° >- i Lt_ W C] Fes- T Z ® # QU) C Z Z alo s O o p O K C.1 of Lr) o Q a1711 asaQ sal ,5 tAY LYN � N i L10E9VSF'•% No. 58705 �;130�•. STA EiOF� i �s '.F.ORIDF..•'• N J1111'OIVAL ENG\` A. LYNN MILLER, P.E. P.E.# 58705 TA! LE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Gass Types Anchor Quantities for XOX Windows 14-16 Sash Sash 24" Height 9 30" Height 9 36" Height 9 48" Hei M 9 54" Height 9 63" Height 9 24" Height 9 30" Height 36" Height 9 48" Helght 54" Hei ht 9 63" Height 9 Reint Leel R4 Configuration Width Range (in} Haad &Sill ' Head &Sill Miami-DadeProduct Control Head &Sill a Head &SIII a Head &Sill ' Head &Sill a Head &Sill QTY,TABLES. Head &SIII a ' Head &Sill a ' Bead &Sill a ' Head &Sill a Head & Sill a Anchor Group A Anchor Group C a Y m a 35-1/4" %-Y,-Ys 11.391 - 11.391 Not Allowed - +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 38" %-Y,-'/s 12.308 - 12.308 +C2+O+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 11+C2+0+C2+1 45-1/8" Y4 -y, -Y, 11.391 -13.397 +C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 s /s-/-/3 13.398 -14.683 +C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47.314" 11.391 -12.297 +C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3]+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 %s--% 12.298 -15.558 +C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 52-1/8" Custom 11.391 - 12.016 2 1+C2+0+C2+1 2 I+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Y, -Y, -y4 12.017 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2]+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Y. -Y, -Y, 13.398 -17.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+G4+1 4 60" Custom 111,391 -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+G3+1 4 1+C4+2+C4+1 4 % Y,-% 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 I+C4+2+C4+1 4 -'-'%-Ya 15.361 -19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+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 Y4 -y, -y4 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 11+C4+3+C4+1 4 1+C4+3+C4+1 4 %% % 19111 -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+C5+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+04+4+04+1 4 1+C4+4+C4+1 4 'X -%x --'/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+04+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 %%%s 124.361 -31.641 1+02+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+C4+2 4 1+C4+2+C4+1 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+C4+4+C4+2 4 2+C4+4+G7+2 4 2+C4+3+C4+2 4 /y-/ 7-/ 32516 • 39.641 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+ 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+ 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 Anchor Group B Anchor Group D 35-0/4" % �/ % 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 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+O+C2+14 38" Yss-Y Y3 12.308 -12.308 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+o+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+o+C3+1 4 J 1.l %%-'/a 11.391.13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+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]*C2+0+C2+1 3 I+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 45 1(8 3.398 . 14.663 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+02+0+C2+1 2]+C2+0+C2+1 2 I+C2+0+C2+1 3]+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 I- O ,-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+04+1 4 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+C4+0+C4+1 4 Z 47-314" %s h% 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+O+03+1 4 Custom 11.391-12.016 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+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+04+0+C4+1 4 1+C4+0+C4+1 4 52-1/8" % yz--% 12017 - 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 I+C4+0+C4+1 4 1+C4+0+C4+1 4 L %%-Y3 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+0+C4+1 4 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+04+0+0{+1 q 1+C4+0+C4+1 4 � m Z Z 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+0+1 q 1+C3+2+C3+1 4 1+C4+2+C4+1 4 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+1f1+04+3+C4+1 U m' 60" %/-'-'/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+i 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+11+C3+1 4]+C4+1+C4+1 4 o %%% 15.361 -19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+D+G4+1 4 1+C4+O+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+10+C4+1 4 1+CS+O+C5+1 4 c Custom 41.391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C3+3+C3+7 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+G2+2+C2+1 2 1+C2+2+G2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 � 75" %y2 -'/a 13.398 -19.110 1+C2+2+C2+1 2 I+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 q 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+12+C4+1 4 1+C4+2+C4+1 4 %a-% % 19.111.24.641 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CS+O+CS+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+O+C4+10+C5+1 4 1+CS+O+C5+1 4Custom 'osaO saueg 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+C4+4+Ci{+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+14+C4+1 4 1+C4+3+C4+1 4 96" Y%% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 I+C4+4+C4+1 4]+G4+4+C4+1 4 1+£4+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+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 Y Y4 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+(,2+2 T 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+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 120" %s-%-'% 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+2 412+C2+2+ 2+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+q+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+22 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+G4+2'4 NOTES: set TABLE io FOR DESIGN r 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 WIDTHORHEIGHT 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. \\\ltl rr, II////, \ . �oNY LY/V/v� , �1�,. VIGENSF •. fr/�� ;• No. 58705 STATE OF /',7 /'pNAL �/�/If111111 A. LYNN MILLER, P.E. P.E.# 58705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami-DadeProduct Control m ADDED NOTE TO ANCHOR QTY,TABLES. U L17 m Z 1.j ? Aad Wr E to O o i � o p W Lo 21D4 i r N Li L0 O m a- � T e O J 0 zILL I S NCO IIMOJQ =LLIOa= UUofCn ON D/AO W - 07 = ¢ H W V LL! J 120 00 i�>a z q O Q I- F- J 1.l I- O N Z 4° taa45 O Q 1- Z Z Z 01003 O < O O W U IY C) Q O 1 2111 'osaO saueg \\\ltl rr, II////, \ . �oNY LY/V/v� , �1�,. VIGENSF •. fr/�� ;• No. 58705 STATE OF /',7 /'pNAL �/�/If111111 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 28: NOTES: 1) 17EMS # 5-12, 18, 35, 36, 49-71 &73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. .625" - 3.500" -►1 �- .062" � 01 2.445" O I J -CHANNEL 375' O FRAME HEAD, SILL & JAMBS V jam- 4.507" ►{ .772" 065" 13 ANTI -LIFT INSERT & TRIM COVER -►{ .864" 72 LAM IG BEADING ►.{�►- 062" .625" FLANGE FRAME �f O2 HEAD, SILL & JAMBS �-- 1.872" 1.630" II0 0 1.231" 4 FIXED MEETING RAIL 300"1[7j[� 175' 750" .025" _{_-j 80 ROLLED SCREEN FRAME 3.500" -►-�+- .062" 2.445" 2.445" C�C�00� TFIN FRAME AMBSSILL & 1.4377"" k� 1.020" � U .060" 5 TRACK INSERT .754" 81 EXTRUDED SCREEN FRAME .070" 1.184" -+- .070" .791" .150" 1.036„ 610"- u��(I 1 �+-- 1 O HD SASHO STANDARD 23 MEETING RAIL REINFORCEMENT 24 REINFORCEMENT JAY LYtV No.58705 --� 7J0ti, Ed� SATE �(��` S A. LIt'IM WLiR, P.E. P.E.# 58705 4.641" +{ 7c, .37 5" -v 1.000" I 16 SASH RAIL .070" 060" .715" 1 1.185" 21 LIGHT SASH REINFORCEMENT 1.482" 070" 1.041" .130" -i-� 1.340" HD MEETING 25 RAIL REINFORCEMENT 2.100" -►{ .590" 0 J 70„ ���+���� 19 LIFT RAIL INTERLOCK 1.100" 715' .060" STANDARD 22 SASH 9 REINFORCEMENT 1.182" --_�` 094" 164" ->•-{ 1.340" �-�- HD HR MEETING 26 RAIL REINFORCEMENT 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 COP1'RIGFrrO 2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 1.229" .074" 17 MONORAIL 3.500" �❑ 2.445„ HIE� ❑ O rised by; Data: Revision: JR 03/27/17 NO CHANGES THIS SHEET. used By: Date: I Revision: WINDOW EXTRUSIONS & BOM HORIZONTAL ROLLER - LM EQUAL LEG FRAME OHEAD, SILL & JAMBS 2.176" 471" .050" 20 LIFT RAIL INTERLOCK COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 9/24/2020 By /1 Miami-'aO "Product Control J ROSOWSKI 05/15/15 Scare: I Sheet: Drawing No. Rav: 10 NTS 17 OF 18 MD-HR5510-01 B 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 At 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 T6 AI 19 620156 Pull Rail Interlock 6063 T6 AI 20 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T6 Al 22 620151 Standard Sash Reinforcement 6063 T6 AI 23 620152 HD Sash Reinforcement 6063 T6 AI 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 Al 27 71OX114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .18T' 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 78h 12PPA #8 x 3-1/2" Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 AI 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 112" 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 71584/5 Setting Block (7/8" x Tx 1/8"), 85 +/- 5 dum. EPDM 80 61011 Roll -formed Screen Alum 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 47042W Screen Comer Key with Pull Ring PVC 47041WICKGLB Screen Comer Key No Pull Ring PVC F8584 7CASPM Tension Spring SS Fiberglass 61635/61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) 17EMS # 5-12, 18, 35, 36, 49-71 &73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. .625" - 3.500" -►1 �- .062" � 01 2.445" O I J -CHANNEL 375' O FRAME HEAD, SILL & JAMBS V jam- 4.507" ►{ .772" 065" 13 ANTI -LIFT INSERT & TRIM COVER -►{ .864" 72 LAM IG BEADING ►.{�►- 062" .625" FLANGE FRAME �f O2 HEAD, SILL & JAMBS �-- 1.872" 1.630" II0 0 1.231" 4 FIXED MEETING RAIL 300"1[7j[� 175' 750" .025" _{_-j 80 ROLLED SCREEN FRAME 3.500" -►-�+- .062" 2.445" 2.445" C�C�00� TFIN FRAME AMBSSILL & 1.4377"" k� 1.020" � U .060" 5 TRACK INSERT .754" 81 EXTRUDED SCREEN FRAME .070" 1.184" -+- .070" .791" .150" 1.036„ 610"- u��(I 1 �+-- 1 O HD SASHO STANDARD 23 MEETING RAIL REINFORCEMENT 24 REINFORCEMENT JAY LYtV No.58705 --� 7J0ti, Ed� SATE �(��` S A. LIt'IM WLiR, P.E. P.E.# 58705 4.641" +{ 7c, .37 5" -v 1.000" I 16 SASH RAIL .070" 060" .715" 1 1.185" 21 LIGHT SASH REINFORCEMENT 1.482" 070" 1.041" .130" -i-� 1.340" HD MEETING 25 RAIL REINFORCEMENT 2.100" -►{ .590" 0 J 70„ ���+���� 19 LIFT RAIL INTERLOCK 1.100" 715' .060" STANDARD 22 SASH 9 REINFORCEMENT 1.182" --_�` 094" 164" ->•-{ 1.340" �-�- HD HR MEETING 26 RAIL REINFORCEMENT 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 COP1'RIGFrrO 2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 1.229" .074" 17 MONORAIL 3.500" �❑ 2.445„ HIE� ❑ O rised by; Data: Revision: JR 03/27/17 NO CHANGES THIS SHEET. used By: Date: I Revision: WINDOW EXTRUSIONS & BOM HORIZONTAL ROLLER - LM EQUAL LEG FRAME OHEAD, SILL & JAMBS 2.176" 471" .050" 20 LIFT RAIL INTERLOCK COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 9/24/2020 By /1 Miami-'aO "Product Control J ROSOWSKI 05/15/15 Scare: I Sheet: Drawing No. Rav: 10 NTS 17 OF 18 MD-HR5510-01 B OR 81 SCREEN ASSEMBLY Ut I AILD MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS OR 84 EXTERIOR e FRAME ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTSIOPTIONS 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 ASSEMBLY DETAILS EXTERIOR L57— MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS ATTACHED TO SASH RAIL ATTACHED TO FRAMEJAMB OPT. AUTO LOCK ATTACHED TO FRAMEJAMB OPT. SWEEP LOCK mlfQi F?.-' CICENSF •._(fes ' NO. 58705 -n 15iv ' SekTE t T •. ON A. LYNN MILILI=RI, P.E. P.E.# 58705 O (a m4vr�n EGRESSLOCK DETAILS (NOT TO SCALE FRAME JAMB Revised By. Date: Revision: JR 03/27/17 NO CHANGES THIS SHEET. Revised By: Date: Revision: Description: EXPLODED WINDOW VIEW PRODUCT REVISED as complying with the Florida Building Code N0A-No. 17-0411.08 Expiration Date 09/24/2020 By / �3 Miami Dade'Product Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-460-1600 CERT. OF AUTH. #29296 J ROSOWSKI Title: Date: HORIZONTAL ROLLER - LM 05/15/15 HR -5510 1 NTS 1 18 OF 18 MD-HR5510-01 I B Egress Lock Bili of Material # Part# Description Material 100 7MC7024 Multi -Point Lock Operator Cast Zinc 101 73340 Operator mounting Plate Steel 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon 104 220217.221 Tie Bar (Length Varies) 71O24X12HFX #10 x 1/2" HH MS 106 78XIFPAX #8xVPh.FHSMS "Stainless105 107 78X75FPTX #8 x 34' Ph. FH SDS EGRESSLOCK DETAILS (NOT TO SCALE FRAME JAMB Revised By. Date: Revision: JR 03/27/17 NO CHANGES THIS SHEET. Revised By: Date: Revision: Description: EXPLODED WINDOW VIEW PRODUCT REVISED as complying with the Florida Building Code N0A-No. 17-0411.08 Expiration Date 09/24/2020 By / �3 Miami Dade'Product Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-460-1600 CERT. OF AUTH. #29296 J ROSOWSKI Title: Date: HORIZONTAL ROLLER - LM 05/15/15 HR -5510 1 NTS 1 18 OF 18 MD-HR5510-01 I B