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HomeMy WebLinkAboutProduct Approval (2)MIAMI. �E MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 -5410" PVC Horizontal Rolling Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-HR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of 15, 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: None 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# 16-0714.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. �r NOA No. 17-0411.09 Expiration Date: September 24, 2020 j t l Approval Date: August 31, 2017 t Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.11) 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of 15, 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, Duraseal® spacer system, Super Spacer" NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 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. 16-0714.18) 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. 15-0903.11) 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. 15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0411.09 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 3. 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 09/1516, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 6oh 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 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.18) 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.15-0903.11) G. OTHERS 1. Notice of Acceptance No. 16-0714.18, issued to PGT Industries, Inc. for their Series "HR -5410" PVC Horizontal Rolling Window - N.I., approved on 09/01/16 and expiring on 09/24/20. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0411.09 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 2-5 ANCHORS, SEE_ CLUSTER DETAILS SHEET 5 12-3/4" MAX. O.C. _ B, SEE 8" MAX. ►-� -•*— _--__� T " SHEET3 4_4 1 A, SEE SHEET 31 EQUALLY SPACED ANCHORSPER TABLES 13-16 ._. IQ" MAX. 2-5 ANCHORS, SEE I CLUSTER DETAILS SHEET 19" 8" MAX -+-� �-•�- MAX. O.C. 72" i I I O X II TABLES 6.12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING HEIGHT SEE SILL WEEPHOLE / 4" O.C. 3" MAX. DETAILS, BETWEEN —► SHEET3 WEEPHOLES L.�.®B 75" MAX. BUCK WIDTH — ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION C, SEE � F SHEET4 1 SEE SHEETS 9-13 SEE SILL _EPHOLE DETAILS, SHEET4 GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT HORIZONTAL ROLLER 1-1/4 SEE SHEETS MAX. ®� 9-13 —1 2-5 ANCHORS, SEE 1� CLUSTER DETAILS SHEET 19" 8" MAX -+-� �-•�- MAX. O.C. 72" I I MAX. I BUCK TABLES 6.12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING HEIGHT & J -CHANNEL ...................... OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 8" MAX. 5 SEE SILL WEEPHOLE / 4" O.C. 3" MAX. DETAILS, BETWEEN —► SHEET3 WEEPHOLES L.�.®B 75" MAX. BUCK WIDTH — ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION C, SEE � F SHEET4 1 SEE SHEETS 9-13 SEE SILL _EPHOLE DETAILS, SHEET4 GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT HORIZONTAL ROLLER 1-1/4 SEE SHEETS MAX. ®� 9-13 —1 4" O.C. BETWEEN 75" MAX. BUCK WIDTH D, SEE 2-5 ANCHORS, SEE f CLUSTER DETAILS SHEET FRAME, GLASS & ANCHOR 8" MAX -+-� �-•�- O X I I ANCHORS PER I 4" O.C. BETWEEN 75" MAX. BUCK WIDTH D, SEE 2-5 ANCHORS, SEE SHEET4 CLUSTER DETAILS SHEET FRAME, GLASS & ANCHOR 8" MAX -+-� �-•�- ' E, SEE C SHEET3 72" IMPACT RATING MAX' NOT RATED FOR IMPACT RESISTANCE FRAME, GLASS & ANCHOR EQUALLY BUCK SPACED HEIGHT ANCHORS PER I TABLES 17-19 1_� 1 8" MAX. SEE SIL - 3" MAX. WEEPHOLE II/ D DETAILS, SHEET3 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 NOT RATED FOR IMPACT RESISTANCE 15.85" rl —...I I-+— 18.94 " MAX. 0 G. MAX. O.C. ( r --a- B• SEE 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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7)DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 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; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'Q NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 1 1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1 ELEVATIONS ................................. 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. FRAME, GLASS & ANCHOR TO FJR NOTE TOGANCHBOR QTY. TBDLSD 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND\Y�.O X O X II I j 3 TABLES 6.12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7)DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 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; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'Q NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 1 1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1 ELEVATIONS ................................. 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. FRAME, GLASS & ANCHOR TO FJR NOTE TOGANCHBOR QTY. TBDLSD 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND\Y�.O kY LYAf/V � INSTALLATION, FLANGE& REINFORCEMENT LEVEL, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �� ...,,. 3 TABLES 6.12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING .-'•V10EN$ F 'lt� & J -CHANNEL ...................... OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. R?• y 5 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION MG. 58705 ' * ANCHOR QUANTITIES ................. CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9-13), VERIFY THE ANCHOR/SUBSTRATE WILL MEET = ' : * - -_ 14 REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS - -U '• 7- {(/�� 1070 TECHNOLOGY DRIVE SHEET -SET ARE MET. :• �T ••. Q(/� 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. TO FIND THE APPROPRIATE DETAILS, �'°'TE (� •.,�ORID?.•' ®��� N. VENICE, FL 34275 (941)-480-1600 USE TABLE 4 ON SHEET 2 i sZONAL COPMGHT 0 2017 PGT IES, MG. ALL RIGHTS RESERVED NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, �.rLMyry INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. RE.#5587058705 CERT, OF AUTH. 929296 4" O.C. BETWEEN _ WEEPHOLES 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION 63" MAX. BUCK HEIGHT 15.67" MAX. O.C. + B — 3" MAX 42017 FLORIDA BUILDING CODE (FBC), STH EDITION *2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 +AISI S100-12 •RISC 360-10 _ GENERAL NOTES... ...................... 1 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR TO FJR NOTE TOGANCHBOR QTY. TBDLSD OPTIONS ............................. 2 INSTALLATION, FLANGE& Description: EQUAL LEGBOX................. 3 INSTALLATION, INTEGRAL FIN & J -CHANNEL ...................... 4 GLAZING DETAILS.. ...................... 5 DESIGN PRESSURES ................... 6-8 ANCHOR QUANTITIES ................. 9-13 EXTRUSION PROFILES & BOM.... 14 ASSEMBLY ....... .................. - ....... _ 15 Revised By: Date: Revision: 03/27/17 TO FJR NOTE TOGANCHBOR QTY. TBDLSD Revised By: Date: Revision: Description: GENERAL NOTES & ELEVATION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.09 Expiration Date 09/24/2020 By Miami-Dfde Product Control J ROSOWSKI HORIZONTAL ROLLER - NI 105/15/15 HR -5410 1 NTS 1 1 OF 15 Drawing No. Rev: MD-HR5410-01 B TABLE 1 • AI OiA ABLE C GRA TYPFS Glass Type Anchor Description Listed from Exterior to interior 1 314" LG.: 118" A Exterior Cap + 1/2" Air Space + 118" A Exterior Cap 2 3/4" I.G.: 1/8" T Exterior Cap + 112" Air Space + 118" T Exterior Cap 3 34' I.G.: 3/16" A Exterior Cap+ 318" Air Space+ 3115' A Exterior Cap 4 314" I.G.: 3116" T Exterior Cap + 3/8" Air Space + 3;16" T Exterior Cap SEE SHEET 6, TABLE 5 FOR GLAZINU/UESIGN HKtJsuttt/ArvetlUKAlde HNUr,A. TABLE o. AI i rrnm Rl F ANIrHr1RR THROI I(;H THF FRAMF GLASS TYPES 1 & 3 MAY NOT BE USED IN THE e HVHZ ABOVE 30', Group Anchor Substrate Min. Edge Distance Min. Embedment" A #10 SMS (steel, 18-8 S.S- or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.050" #12 SMS (steel, 1B-8 S.S, or 410 S.S.) 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.65 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" S #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-3/8" Steel, A36* 318" 0.050" Steel Stud, A653 Gr. 33* 318" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" C 114" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1_T4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-314" D 114" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" 114" steel Aggre-Gator P.T. Southem Pine (SG=0.55) 1" 1-318" Grouted CMU, {ASTM C-90) 2" 2" TABLE 3' ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Min. Edge Min. Substrate Distance Embedment' E 2-1/2'x.131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7/16" 18-8 Screw 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 318" 0.0451" (18 Ga.) Steel, A36* 3/8" 0.050" Elco UltraCon(D #12 SMS (steel, 1B-8 S.S, or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36* 3/8" 0.050" Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-GatorO 57 ksi 96 ksi Elco UltraCon(D 155 ksi 177 ksl 410 SS Eleo CreteFiex® 127.4 ksi 189.7 ksl 6063-T5 Aluminum 15 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 1 33 ksi 45 ksi * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 7ARI F 4• INDEX OP INSTALLATION METHODS PER FRAME TYPE Frame Types (see Fig B) Glass Options (we Table 1) installation Conditions Substrate Option Detail Sheet J -Channel C#1) t 4 Through the Integral fin...... ....into 2XWood Fiame/Buckstrip -sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the frame of the window_.._. _..into 2XWood FramelBuckstrip - sheet 4, option 6 „-into Metal - sheet 4; option 7 Flange (#2) 1-4 Through the fame at the window...... ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 ....into Concrete/CMU -sheet 3, option 2 ,,,,through iXSuckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal -sheet 3, option 4 Integral Fin (#3) 1-4 Through the integral fin...... ....into 2XWood Frame/Buckstrip - sheet 4, option 5 --into Metal - sheet 4, option 8 Through the frame ofthe window_.... ....into 2XWood FramatBuckstnp -sheet 4; option 6 ,,,,into Metal -sheet 4, option 7 Box 1 EquaI-Leg ( ) 1 - 4 Through the frame. of the window...... ....into 2XWood Frame/Suckstrip -sheet 3, option 1 _.into Concrete/CMU -sheet 3; option 2 — -- - ,...through IXBuckstrip into ConcretetCMU - sheet 3; option 3 .._in€o Metal -sheet 3, option 4 INSTALLATION NOTES, SEE SHEETS 3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 15 FOR OPTIONAL EGRESS LOCK DETAILS. lull 1111j1 L NN .� F Q'r' •..9 No.58705 ' of#, ' MIN. OF 3 %�p AtE O '. (V�� THREADS T i F '•.AlORtOP`.•'• A BEYOND THE i METAL SUBSTRATE. /ON ill%AL A. LYNN MILLER, P.E. P.E.# 58705 FIGURE B: FRAME TYPES ❑°� ❑°❑ FLANGE ❑ BOX OR ❑ EQU AL - ❑❑ oo❑ LEG a� LJ °❑ o ° 3 ❑ o J -CHANNEL lip INTEGRAL ❑ FIN ❑�� o❑❑ o� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 JR 1 03/27/17 j NO CHANGES THIS SHEET. Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0411.09 Expiration Date 09/24/2020 By // ❑ Miami -Dad roduct Control GLASS/ANCHORS/FRAME OPTIONS HORIZONTAL ROLLER - NI 10 1 Soaie: sneer NTS 1 2 OF 15 J ROSOWSKI 05/15/15 rowing No. Rev., MD-HR5410-01 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 INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8)SEE NOTE 2, SHEE 2. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE FRAME INTO 2X WOOD SEE TABLE 2, SHEET 2. FRAME INTO METAL "XO" OR "OX" SASH '. 16 1/4" MAX SHIM 29 EMBEDMENT FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. 1/4" MAX. SHIM79 16 30 13 28 •, Q 20 40 OPERABLE 43 EDGE FLANGE EMBEDMENT #10 OR#12 STEEL SASH J - DISTANCE FRAME (� ' SMS (G5), SEE 37-39 �- - SHOWN I TABLE 2, SHEET 2. LJ 2 28 ii TYP. ANCHOR TYPE, 2 ❑� 114" MAX SHIM ❑ FIXED 41 JL' � � LITE VISIBLE �4 ❑ U EMBEDMENT AND EDGE DISTANCE PER � � 13 ❑a _ -Tr—� LIGHTWIDTH +— i �❑ SUBSTRATE, SEE TABLE 2, SHEET 2. O 73 o 85 87 "a0 a DAOE APPROVED MULLION, D -J `-� FBC COMPLIANT O0 —�I VISIBLE 42 Q 29 LIGHTWIDTH EXTERIOR ALUMINUM/STEEL FRAMING FLANGE 73 n OR STEEL STUD. MAYBE FRAME 24 OR 25 OR 26 14 �/ EQUAL 4 LEG VISIBLEFIXED LIGHT VERTICAL OR HORIZONTAL. SHOWN SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8) TYPICAL FOR ALL FRAME 43 (1) AT MID -SPAN OF INTERLOCK (1) 3-1/2" FROM EACH SASH HEIGHT LITE TABLE 2, SHEET 2 "XO" OR "OX" FIXED MEETING RAIL - SHOWN - CORNER AND (1) AT CENTER OF BUCK WIDTH SASH STILES/RAILS HORIZONTAL SECTION A -A (OX) 23 22 OR0 BUCK 29 30 16 19 16 (SEE SHEETS 7-8) TYPICAL HEIGHT EXTERIOR 28 OPERABLE OPERABLE 43 FOR ALL "XOX"SASH 20 SASH 40 SASH o 21 OROOR 23 VISIBLE LIGHT OPERABLE �I II II II t I 1' (SEE SHEETS 6-8) HEIGHT SASH L TYPICAL FOR ALL SASH � a FIXED VISIBLE LITE Z VISIBLE Ef ❑ - O LIGHTWIDTH -�0 0�-_" LIGHTWIDTH'--- 81 7 L LANGE FRAME87WEEP "�_��_ t OPT. I 1J HOWN CJ='T= 2g NOTCHES g0 III�(,JII 0o LJ 42 �� EXTIIIE���RIOR L 3/4"X1/4" 1-1/4" X 114' 34 2 25 OR 26 VISIBLE LIGHTWIDTH 1� 73 14 2 y 4 (SEE SHEETS 6-8) TYPICAL FOR ALL v 4 "XOX" FIXED MEETING RAIL 33 BUCK WIDTH 1/4" MAX I � EQUAL -LEG PRODUCT REVISED SHIM HORIZONTAL SECTION E -E (XOX) as complying with the Florida FRAME Building Code o INSTALLATION AS PER SECTION A -A ABOVE SHOWN NOA-No. 17-0411.09 EQUAL LEG , " 111 I I I I l l l Expiration Date 09/24/2020 FRAME SHOWN - �� �Y LY nr iv Revised By: Date: Revision: OPTION 2 • •' •" / EMBEDMENT ���.•' LSCENSF�` JR • o Revised By: 1> ; 03/27/17 NO CHANGES THIS SHEET. Date: Revision: By BY /� a Miami- ady roduct Control No.58705 ANCHOREDTHROUGH - "• • FRAME DIRECTLY INTO CONCRETElCMU. _,�___�_ _-.--.,.' EDGE -'O : _ 0 Description: Drawn 8y: VISIBLE LIGHT FORMULAS =� '. ?; ?�'- FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE VERTICAL (EQUAL -LITE XO&OX) �o�•.. STAT 1070 TECHNOLOGY DRIVE Title: '•F,�ORIDP,,•` Date: DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. SECTION B -B �C�`� N.VENICE, FL 34275 HEIGHT:IDBUCK HIEIGHT� 7-1/4'4 /,�SS�ONAL �NG�\\ (9A1}480-1600 HORIZONTAL ROLLER- NI 05/15/15 /11111111/ �1� fAR1Rl ALL RIGHTSEERVEDHT02017 PGT RIES, INC Series/Model. Scale: Sheat: Drawing No. Rev: P.E. HR -5410 NTS 3 OF 15 A. LYNN.E158 MD-HR5410-01 B 05 CERT. OF AUTH.#29296 P.E.# 58705 INSTALLATION DETAILS FOR FIN AND J -CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION - ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP. SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) NOTE 2, SHEET 2. ANCHORED THROUGH INTO METAL (INTEGRAL - TYPICAL FOR ALL EMBEDMENT — INTEGRAL FIN INTO 2XFIN/FLANGE �- EMBEDMENT - WOOD FRAME OR BUCK- REMOVED) "XO" OR "OX" SASH O _ 16 29 STRIP. SEE NOTE 2, EDGE 1/4" MAX. SHIM 19 16 30 2g SHEET2. DISTANCE 13 20 EDGE 40 OPERABLE 43 DISTANCE )j J -CHANNEL #10 OR #12 STEEL _ � � SASH � � FRAME SHOWN SMS (G5), SEE 37-39 � - - fa 0 1 TABLE 2, SHEET 2. u [:JLL n 28 4 1 41 J�' L1/4" n TYP. ANCHOR TYPE, Iii EMBEDMENTAND �L ❑ 1 �C�❑❑��---�- MAX SHIM FIXED J11 LITE EDGE DISTANCE PER VISIBLE SUBSTRATE, SEE �❑ TYP. ANCHOR TYPE, FIN AND/OR ❑�� 5�=� c_- = EMBEDMENT AND EDGE FLANGE MAY BE iii _ TABLE 2, SHEET 2. —�___lll LIGHT WIDTH III�❑ (SCREW SHOWN}) D 73 DISTANCE PER SUBSTRATE, REMOVED IN -FIELD SEE TABLE 3, SHEET 2. i 85 87 FRFIN AME 13 - DADE APPROVED MULLION, ❑ VISIBLE I� 42 ❑ SHOWN 29 FBCCOMPLIANT LIGHTWIDTH !!!"""���� ALUMINUM/STEEL FRAMING 73 24 OR 25 OR 26 EXTERIOR 14 3 VISIBLE FIXED OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8) TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH INSTALLATION HEIGHT TABLES 2 & 3, SHEET 2. HORIZONTAL SECTION C -C (OX) 2223 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH S 29 16 TYPICAL FOR FW INTO METAL 30 16 19 ALL "XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR 28 OPERABLE 40 20 OPERABLE 43 SASH HEIGHT SASH SASH Q #10 OR #12 STEEL VISIBLE 21 OR 22 OR 23 LIGHT OPERABLE - Ula=,�� �, �a 37-39 G1�-�i� n „ „ li �a --� SMS (G5), SEE u a TABLE 2, SHEET 2. EIE (SEE SHEETS 6-8) HEIGHT SASH -��"-- J' ' I�,L 2g �, ,I TYPICAL FOR❑ ALL SASH 16 -�`; ��- 41 FIXED VISfBLE LITE VISIBLE 8645 —r- Z 47 LIGHT WIDTH —�i o o �_ - -� �- - -moi �" ❑� LIGHT WIDTH OPT. 80 81iL - � 0 FIN FRAME 87 85 lt_�L_ WEEP 29 � NOTCHES 29 - SHOWN C__ -- ❑ 42 EXTERIOR ❑� 3/4"X1/4" 25 OR 26 VISIBLE 73 3 LIGHTWIDTH 14 10, J -CHANNEL 1 1-1/4"X1/4" (SEE SHEETS 6-8) TYPICAL FOR ALL ��// FRAME 15 "XOX" FIXED MEETING RAIL SHOWN 33 BUCK WIDTH PRODUCT REVISED 3 1/4" MAX HORIZONTAL SECTION F -F (XOX) as complying with the Florida o O SHIM(1) AT MID -SPAN OF INTERLOCK INSTALLATION AS PER SECTION D -D ABOVE Building Code NOA-No. 17-0411.09 FIN FRAME 43 (1) 3-1/2" FROM EACH SASH 111111 CORNER AND AT CENTER OF SHOWN (1) v� SASH STILES/RAILS `� Q,`.. • •• `y �i� Revised By: Date: Revision: Expiration Date 09/24/2020 TYP. ANCHOR TYPE, ����•' �ICENSF��� NO CHANGES THIS SHEET. JR 03/27/17 By -' --' EMBEDMENTAND EDGE DISTANCE :�� Revised Sy: Dote: Revision: Into Revised roduct Control EDGE DISTANCE PER No. 58705 :• SUBSTRATE, SEE SEE TABLE 3, SHEET 2. —.-I EMBEDMENT - ,1 �"" W. --'Q ; � y ® Dwanption: Dmwn By: DeCHANNEL VISIBLE LIGHT FORMULAS 'fi dd �= u & INTEGRAL FIN FRAMES J ROSOWSKI OPTION 5 VERTICAL OX) 1070 TECHNOLOGY DRIVE INSTALLATION SECTION D -D (EQUAL -LITE, XO & �•F�ORID?.•'' N. VENICE, FL 34275 Title' Date: ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- S ,,, WIDTH: BUCK WIDTH/2-4-114" iv ��O' '��\\` ( }480-1600 941 HORIZONTAL ROLLER -NI _ 05/15/15 STRIP. SEE NOTE 2, SHEET 2. HEIGHT: BUCK HEIGHT -7-1/4" vi7iilNALI\`��� COPYRIGAHLTL RGHTSRE INDUSTRIES, INC. / 9 Series Model: Scale: Sheet: Drowin No. Rev: ERVEC A. LYNN MILLER, P.E. HR -55410 NTS 4 OF 15 MD-HR5410-01 B P.E.# 58705 CERT. OF AUTH.#29296 SILICONE STRUCTURAL 1/4"NOM. POLYISOBUTYLENE WITH DESICCANT KODISPACE EXT.GLASS 75 4SG TPS GLASS GLASS 5116" NOM. BUTYL & DESICCANT FOAM DU RASEAL® EXT.GLASS 7e QDArrr_D GLASS POLYISO-DES ICCANT FILL AREA UTYLEAL 5/16" NOM. SEAL 11 �SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. O79 XL EDGET"' QDArCD GLASS Part # HOT -MELT BUTYL STRUCTURAL 76 SILICONE FOAM 3/16" NOM. WITH 78 DESICCANT Materials 79 SUPER EXT.GLASS 77 SPACER®NXT-`"' GLASS 5116" NOM. BUTYL & DESICCANT FOAM DU RASEAL® EXT.GLASS 7e QDArrr_D GLASS POLYISO-DES ICCANT FILL AREA UTYLEAL 5/16" NOM. SEAL 11 �SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. O79 XL EDGET"' QDArCD GLASS Part # Description Material 76 Kommeding 4SG TPS Spacer System 77 Me Quanex Super Spacer nXf with Hot It Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 lCardinal XL Edge Spacer REFERENCE i ES KLPUR S: r L-ts/� /, tsaDn ik n0- /� 1/8" A GLASS 112" AIR SPACE — 1/8" A_ GLASS aEXTERIOR 3/4" NOM. GLASS TYPE 1 I3/4" NOM. 3/16" A GLASS 3/8" AIR SPACE - 3/16" A GLASS - a EXTERIOR GLASS TYPE 3 1/8" T GLASS 1/2" AIR SPACE - 1/8" TT GLASS— < _I EXTERIOR 3/4" NOM. GLASS TYPE 2 —I3/4" NOM. �+-- 3/16" T GLASS — 3/8" AIR SPACE - 3/16" T GLASS - aEXTERIOR GLASS TYPE 4 Q`.jl .. IV(t%401 /" i No, 58705 •� -_ fl� •' S+ATE OF •' (�� %�s'Ft ARIDA,.•• \��� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S7 rG�G .` ��/i�NALI (941}460-1600 ��` C0PYMGHT®2017PGTINDUSTRIES,IN( ALL RIGHTS RESERVED A. LYNN MILLER, P.E. RE*58705 CERT. OF AUTH. #29296 TYP. GLAZING DETAIL GLAZING NOTES: "A" = ANNEALED "P" = TEMPERED Revised By: Data; I Revision: JR 03/27/17 NO CHANGES THIS SHEET Revised B)r Dote: Revision: Description: GLAZING DETAILS IOM.GLASS TYR PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.09 Expiration Date 09/24/2020 By Miami-Dadeproduct Control J ROSOWSKI HORIZONTAL ROLLER WINDOW - NI 05/15/15 blies/Model: Scale: Sheet: Drawing No, I Rev: HR -5410 NTS 5 OF 15 MD-HR5410-01 B 4" MAX. O.C. �// 5 -ANCHOR CLUSTER DETAIL 4" MAX. O.C. 47MAX- O.C. --► h-'� 8"MAX '0 C 4" MIN, O.C. �- \JCHOR (STER DETAIL ////CLUSTER / CLUSTER DETAIL VCHOR )STER DETAIL TART F R' Glass Types Index to All Design Pressure and Anchor Quantity Tables •.•��� Config. Max. Width Max. Height Glass Type Reinf. Leel Design Pressure Table # Page # Anchor Quantity Table # Page # XO or OX 75" 54" i 1 6 6 13 9 54" 2 7 6 14 9 63" 3 10 7 15 10 75" 64, 2-4 1 6 6 13 9 54"2 7 6 14 9 63" 3 10 7 15 10 - 72" 4 11 8 16 10 XOX 120" 63" 1 3 8 7 17 11 140" 63" 2.4 36" 12 4 2 8 19 13 4" MAX. O.C. �// 5 -ANCHOR CLUSTER DETAIL 4" MAX. O.C. 47MAX- O.C. --► h-'� 8"MAX '0 C 4" MIN, O.C. �- \JCHOR (STER DETAIL ////CLUSTER / CLUSTER DETAIL VCHOR )STER DETAIL TART F R' Glass Types Design Ibsiift2 for XO or OX Windows 3 ( ) •.•��� 1.4 C\ .• UICENS� / Reinf. Levet Reinf. Lewl Window Buck Height Window Buck Height R2 30" 1 RI 30"1 36" 1 48" 54" +65.0 -130.0 25-1I2" +65.0 -100.0 +65.0 1 -100.0 +65.0 -100.0 +65.0 1-100.0 Y 28" +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 1-100.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.5 +65.0 -109.5 m 42" +65.0 -130.0 +65.0 -130.0 +65.0 .91.7 +65.0 -82.4 r 36" +65.0 -100.0 +65.0 -100.0 +65.0 -94.2 +65.0 -61.6 m 42" +65.0 -100.0 +65.0 -100,0 +65.0 -83.9 +65.0 -72.4 a 48" +65.0 -100.0 +65.0 -100.0 +65.0 -76,5 +65.0 -65.6 t 60" +65.0 -100.0 +65.0 -100.0 +65.0 -66.8 +56.5 -56.5 ys 75" +65.0 -100.0 +65.0- -94.9 +50.3 -60.3 +50.0 -50.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEIN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOR a SEE TABLE 13 FOR ANUHURA(;E SASH WIDTH JAMB EXTERIOR V NOTES: 1) USE THESE TABLES FORALL 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 R H HT MEETING RAIL TABLE 7: Glass Types Design Pressure ( tbstft2) for XO or OX Windows •.•��� 1-4 C\ .• UICENS� / Reinf. Levet Window Buck Height R2 30" 1 36" 48" 54" 25-1/2" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 1 -130.0 t 28" +65.0 -130.0 +65.0 -130.0 +65.9 -130.0 +65.0 -130.0 936, CERT. OF AUTH. #29296 +65.0 -130.0 +65.0 -130.0 +65.0 -116.5 +65.0 -109.5 m 42" +65.0 -130.0 +65.0 -130.0 +65.0 .91.7 +65.0 -82.4 0 48" +65.0 -130.0 +65.0 -129.4 +65.0 -85.9 +65.0 -72.6 c 60" +65.0 -1360 +65.0 -114.8 +65.0 -83.5 +65.0 -71.8 3 75" +65.0 -109.5 +65.0 -94.9 +65.0 -72.9 +65.0' -65.5` +651-70 FOR GLASS TYPES 2-4 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) \`1t,ttlll itt in •.•��� C\ .• UICENS� / No. 58705 ®� •., STATE 0� '• �/� c��....p•-�_`•ttvG\�� 1070 TECHNOLOGY DRIVE /ONAL �``\\\\\ N. VENICE, FL 34275 '4�GHT020B77 PGT INDUSTRIES INC. ALL RIGHTS RESERVED A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 EXTERIOR a SEE TABLE 14 FOR ANCHORAGE SASH WIDTH JAMB EXTERIOR b R H HT MEETING RAIL Wised By: Date: Revision: JR 03/27/17 NO CHANGES THIS SHEET used By: I Date: I Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.09 Expiration Date 09/24/2020 By Miami-Da9*Product Control Description: ""'^" " DESIGN PRESSURE TABLES J ROSOWSKI HORIZONTAL ROLLER - NI HR -5410 1 NTS 1 6 OF 15 05/15/15 Drawing No, Rev: MD-HR5410-01 B IIr:1-11111Q71 Glass Type sash Configuration Sash 30" Design Pressure (lbs/ft2) for XOX Windows 63" Reinf. Leel R3 Sash Configuration Width Range (in) 11.391 -11.391 +65.0 -100.0 Window Buck Height 1 -100.0 1 +65.0 -100.0 Reinf. Level -100.0 R3 -100.0 30" 36" 1 48" 54" 63" +65.0 35-114" Y, -Y, -Y3 11.391 -11,391 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -93.0 +65.0 38" Y,-%-% 12.308 - 12.308 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 11.391 - 13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -89,0 +65.0 -77.9 +65.0 -69.5 +65,0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -95.2 47-314" -% 12298 - 15.558 +65.0 -100,0 +65.0 45-118" %%% 13.398 - 14.683 +65.0 -100.0 +65.0 -100A +65.0 -1080 +65.0 -100.0 +65.0 -96.5 +65.0 -100.0 Y Yz-Y 111.391 - 12.297 +65.0 -100.0 +65.0 -100.0 +65,0 -85,6 +65.0 -72.2 +59.6 -59.6 +65.0 47-3/4" %-%-% 12.298 - 15.558 +65.0 -190.0 +65.0 -100.0 +65.0 -87.2 +65.0 -74.9 +65.0 £5.9 L c -100.0 Custom 11,391 - 12.016 +65A -100.0 +65.0 -100.0 +65.0 -84.4 +65.0 -71.8 +56.3 -56.3 +65.0 52-118" %,%% 12.017 - 13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -85.0 +65.0 -71.8 +56.1 -561 +65.0 -100.0 +65.0 13.398 - 17.016 +65.0 -100.0 +65.0 -100.0 +65.0 -85.4 +65,0 -72.0 +58.7 -58.7 +65.0 -100.0 Custom 11.391 -13.397 +65.0 -100.D +65.0 -96.9 +65.0 -73.9 +65.0 -66.6 +55.9 -55.9 +65.0 60" Y4 13.398 - 15.360 +65.0 -100.0 +65.0 -100.0 +65.0 -80.8 +65.0 -70.7 +57.6 -57.6 +65.0 -100,0 -y, -Y, -97.3 +65.0 -80.4 +63,8 -63.8 Y, -y3 -Y, 19.111 -24.641 +65.0 -100.0 +65.0 -100.0 %% 15.361 - 19.641 +65.0 -100.0 +65.0 -100.0 +65.0 -84.5 +65.0 -71.8 +56.3 -56,3 +65.0 75" fi % 17.141 -19.110 +65.0 -100.0 +65.0 -89.3 +65-0 -68.8 +61.4 -61.4 +52.5 -525 +65.0 -97.4 %-Y,-% 19.111 -24.641 +65.0 -100.0 +65.0 -98.1 +65.0 -74.5 +65.0 -67.2 +56A -56.1 +65.0 -100.0 %-%-% 27.641 - 32.516 +65.0 -100.0 +65.0 -69.3 +65.0 -68.8 +61.4 -61.4 +52.5 -52.5 +65.0 ss Custom 32.517 - 39.641 +65,0 -100.0 +65.0 -91.3 +65.0 -70.6 +63.0 -63.0 +53.7 -53.7 +65,0 120" +/3 %%s -- -39641 1 +65.0 1 -100.0 1 +65.0 -89.3 1 +65.0 1 -68.8 1 +61.4 1 -61.4 +50,0 -50.0 ** MIN. SASH SIZE = WINDOW WIDTH - 40.72 SEE TABLE 17 FOR ANCHORAGE 2 TABLE 9: Glass Types 2-4 sash Configuration Sash Width Range (in) 30" Design Pressure (IbsKt2)for XOXWindows Window Buck Height 36"1 48" 54" 63" Reinf. Leel R3 35-1/4" %-Y,-y3 11.391 -11.391 +65.0 -100.0 +65.0 1 -100.0 1 +65.0 -100.0 +65.0 -100.0 +650 -100.0 38" %-'/3Y, 12.308 -12.308 +65.0 -100.0 +65.0 1 -100,0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 S 28" Yi % 11.391 -13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -97.9 45-1/8° %s-'/3 13.398 - 14,683 +65.0 -100.0 +65.0 -100.0 +65.0 400.0 +65.0 -100.0 +65.0 -100.0 42" +65.0 Y y,- % 11.391 -12297 +65.0 -100.0 +65,0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -95.2 47-314" -% 12298 - 15.558 +65.0 -100,0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -91.2 +65.0 -100,0 Custom 11.391 -12.016 +65,0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -88.5 52-1/8" % Yz % 12.017 - 13.397 +65,0 -000.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -87.5 s o Y. -Y. -Y, 13.398 - 17.016 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65,0 -100.0 +65.0 -84.8 Custom 111.391 -13.397 +65,0 -100.0 +65.0 -100.0 +65.0 -100.0 +65,0 -94.8 +65.0 -77.0 m 60" V4 -y2 -y4 13.398 -15.360 +65.0 -100,0 +65.0 -100.0 +65.0 -100.0 +65.0 $4.9 +650 -77.7 o '/,-y3-% 15.361 -19.641 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -92.1 +65,0 -75.7 c � Custom 11.391 -13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -94.4 +65.0 -56.8 +65.0 -68.7 75" Y4 -y, -Y, 13.398 - 19.110 +65.0 -100,0 +65.0 -100,0 +65.0 -97.3 +65.0 -80.4 +63,8 -63.8 Y, -y3 -Y, 19.111 -24.641 +65.0 -100.0 +65.0 -100.0 +65.0 -94,1 +65.0 -79.4 +64.3 -64.3 Custom 17.641 -19.397 +65.0 -100.0 +65.0 -90.4 +65,0 -82.8 +65.0 -75.6 +60.9 -60.9 96" %%-% 19.398 - 24.360 +65,0 -100.0 +65.0 -97.4 +65.0 -67.8 +65.0 -74.2 +57.5 -57,5 Y, -Y, -Y, 24.361 -31.641 +65.0 -100-0 +65.0 -100.0 +65.0 -05,0 +65.0 -69.9 +55.2 -55.2 120" Yi % 129.641 -32.515 +65.0 -100.0 +65.0 -904 +65.0 782.8 +65.0 -68.6 +52.7 -52.7 -%- Ya 32.516 -39.641 +65.0 -100.0 +65,0 -160,0 +65.0 -81.4 +65.0 -65.6 +50,5 -50.5 140" 1 Custom I ** -39.641 +65.0 -100,0 +65,0 -90A +65.0 -81.4 +65.0 -65.6 +50,0 450.0 ** MIN. SASH SIZE = WINDOW WIDTH - 60.72 SEE TABLE 18 FOR ANCHORAGE NOTE2 S: 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 10: Glass Types Design Pressure (Ibsfft) for XO or OX Windows 1.4 Relnf. Level Window Buck Height R3 30" 36" 48" 1 54" 163" 25.112" +65.0 -100.0 +65.0 1 -100.0 +65.0 -1000 +65.0 -100.0 +65.0 -100.0 S 28" +65.0 -100.0 +65.0 -100.0 +65.0 -100,0 +65.0 -100.0 +65.0 -100.0 36" +65.0 -100.0 +65,0 -10p.0 +65.0 -100.0 +65.0 -100.0 +65.0 -85.4 0 42" +65.0 -100.0 +65.0 -100.0 I +65,0 -91.7 +65.0 -82.4 +65.0 -74.1 In 48" +65.0 -100.0 +65.0 -100.0 +65.0 -85.9 +65.0 -72.6 +60.9 -60.9 60" +65.0 -100,0 +65.0 -100.0 +65.0 -83,5 +65.0 -70.9 +56,7 -56.7 75" +65.0 -100.0 +65.0 -94.9 +65.0 -72.9 +62.8 -62.8 +50.0 -50.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) Q�t1Y LYN�y •r L10ENgF • No. 58705 TATE (YF 4CRION - SJONAL E� ' '11111, ll\1�` A. LYNN MILER, P.E. P.E.# 58705 EXTERIOR a SEE TABLE 15 FOR ANCHORAGE SASH WIDTH. JAMB EXTERIOR ID H -1T MEETING RAIL Revised By: Date: Revision: JR 03/27/17 NO CHANGES THIS SHEET Revised By: Date: Revision: ® Description: DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Title: (941}480-1600 1 HORIZONTAL ROLLER - NI CERT. OF AUTH-929296 HR -5410 NTS 7 OF 15 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0411.09 Expiration Date 09/24/2020 By Miami-Dao14 Product Control J ROSOWSKI 05/15/15 111�i�� 1 1 ir.l lascc Glass Types Design Pressure ►bsffle forXO or OX Windows 9 C ) Sash 2-4 Design Pressure (Ibs1ft2) for XOX Windows Reinf. Level width Range (in) Window Buck Height R4 36" 48" 54" 63" 77- R4 25-1/2" ;R'-0130-0 - +65.0 -130.0 +65.0 .130.0 +65.0 1 -130.0 +65.0 j -130.0 v 28" +6&0 ; -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 1 -130.0 +65.0 � -130.0 +55.0 36" +65.0 i -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 1 -130.0 +65.0 ` -123.3 U 42" +65.0 j -130.0 +650 -130..0 +65..0 -130....0 +65,.0 f -126.8 5..0 -108,2m48" Y, -Y, -Y, 12.308 -12.308 +6.0 +65.0 -100 +65.0 -1300 +65.0 -114.2 5.0 -97.1 1+660 +65.0 +65.0 130.0 +65.0 -1300 +650 -1126 +650 -94.1 -7 8160" +65.0 -130.0 +65.0 .1193 +65.0 -1040 +65.0 .0 5 70-0.75" SEE TABLE 16 FOR ANCHORAGE TABLE 19 Glas2s Types Sash Design Pressure (Ibs1ft2) for XOX Windows Sash Configuration width Range (in) Window Buck Height ReinE Level R4 30" 36" 48" 54" 63" 35-1/4" %-% % 11.391 - 11.391 +55.0 -130.0-130.0 +65.0 -730,0 +fi5.0 -130.0 +65.0 -130.0 38" Y, -Y, -Y, 12.308 -12.308 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 71.391 -13.397 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 45-118" f %-Y3 13.398 - 74.683 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 Y, -Y, -y4 11.391 - 12.297 +65.0 -130.0 +65.0 -130.0 +65.0- -130.0 +65.0 -130.0 +65.0 -128.9 47.314" 12.298 - 15.558 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65,0 -730.0 +65.0 -127.7 Custom 11.391 - 12.016 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.2 +65.0 -98.2 52-11811 % Yi-% 12.017 - 13.397 +65.0 -130.0 +65.0 -130.0 +650 -130.0 +65.0 -121.3 +65.0 -104.3 E %%Y3 13.398 - 17.016 +65.0 -130.0 +65.0 -130.0 +65.0 -1300 +65.0 -130.0 +65.0 -118.7 9 +65.0 +65.0 -86.2 x Custom 11.391 - 13.397 +65.0 -130.0 +65.0 -130.0 +65.0 -120.4 -104.8 m' 60" Y, -Y, -Y, 13.398 - 15.360 +65.0 -130.0 +65.0 -130.0 +65.0 -127.2 +65.0 -108,2 +65.0 -89.2 o y, -%-y3 15.361 - 19.641 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.4 +65.0 -98.5 c Custom 11.391-13.397 +65.0 -019.7 +65.0 -109.6 +65.0 -94.4 +65.0 -86.8 +65.0 -752 75" 13.398 - 19.110 +65.0 -130.0 +65.0 -121.2 +65.0 -1022 +65.0 -91.7 +65.0 -79.3 Y, -Y, -3/, %1Y % 19.1 N - 24.641 +65.0 -130.0 +65.0 -130.0 +65.0 -121.1 +65.0 -105.2 +65.0 -86.4 Custom 17.641 -19.397 +65.0 -100.0 +65.0 -90.4 +65.0 -82.8 +65.0 -75.6 +65.0` -67.3- 67.3*96" 96.1 Y, 19.398 -24.360 +65.0 -106.9 +65.0 -97.4 +55.0 -87.8 +65.0 -80.2 +65.0 -70.4 -Y, -Y, -% 24.361 -31.641 +65.0 -130.0 +65.0 -124.2 +65.0 -103.8 +65.0 -927 +65.0 -77.3 29.641 -32.515 +65.0 -100.0 +65.0 -90.4 +65.0 -82.8 +65.0 -75.6 +65.0* X7.3* -'/z % 120" Y. %% 32.516 - 39.641 +65.0 -111.6 +65.0 -103.0 +65.0 -90.6 +65.0 -83.4 +65.0 -70.7 140" Custom " - 39.641 +65.0 -100.0 +65.0 -90.4 +65.0 -82.8 +65.0 -75.6 +65.0* -67.3` * +65/-70 FOR GLASS TYPES 2 & 4 " MIN. SASH SIZE= WINDOW WIDTH - 60.72 2 SEE TABLE 19 FOR ANCHORAGE 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 "113-1/3-1/3" 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. SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) v 111111111// Na, 58705 � X7101 STATE OF iJ�ss .. 4ORID P•. •' G�i,�� /////AL E 00 1111 A. LYNN MILLER, P.E. P.E.# 58705 EXTERIOR a SASH WIDTH JAMB EXTERIOR V H -T MEETING RAIL Revised By: Date: Revision: JR 03/27/17 NO CHANGES THIS SHEET. Revised By. Date: Revision: yffs Description: DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRIVE I Title! VENICE, FL 34275 (941}480-1600 HORIZONTAL ROLLER - NI COPMGHT O 2017 PGT INDUSTRIES, INC. _I .-__, .. I CERT, OF AU6H.#29296 HR -5410 NTS 1 8 OF 15 PRODUCT REVISED as complying with the Florida Building Code NCA -No. 17-0411.09 Expiration Date 09/24/2020 By. - --y Miami-Dade9.Product Control J ROSOWSKI 05/15/15 Drawing No. Rev: MD-HR5410-01 B 'n D' E `o. Glass Types Anchor Group E Anchor Group F 2.5„ 4" Anchor Anchor 'nary Quantities for XO or OX Windows Windows C) �y 1 -4 1-4 Sash 30" Height 36" Height 48" Height 54" Height 30" Height 1 36" Height 48" Height 54" Height Width Width Head Head Head E Head E Head Head Head Head Head E Hoad E Head Reinf. Level Reinf. Leel n ( ) &Sill S m &Sill ° & Sill ° & Sill m & Sill m & Sill ° &Sill m & Sill m R2 rn Iaa45 N Z ® Q J U) u Q F— Cy F- z CZ Anchor Anchor � Group A O 0 Anchor Group C Anchor Group C ULL'O 25-1/2" 12.147 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 r -Q 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 31 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 36" 17.397 3 1+C2+1 3 1+C2+1 3 Not Allowed 1+C2+1 2 1+C2+1 42" 20.397 3 1+C2+1 3 1+C2+1 3 m 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 42" 20.397 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 m 75" 36.897 3 2+C2+2 3 2+C2+2 3 2+C2+2 121 2+C2+2 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 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 L 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 a 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 � 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 U M 42" 20.397 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 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 75" 36.897 2+C2+2 j 2 j 2+C2+2 1 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 Anchor Group B 60" 29.397 2+C2+2 2 2+C2+2 3 Anchor Group D 3 2+C2+2 3 2+C2+2 25-1/2" 12.147 1+C2+1 21 1+C2+1 31 1+C2+1 131 1+C2+1 36.897 11 2+C2+2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 L 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 3 1+C2+1 3 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 7 M 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 U2+C2+2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+CZ+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 Y/4e1RYira Glass Types Anchor Group E Anchor Group F 2.5„ 4" Anchor Quantities 'nary for XO or OX o Windows No UJ C) �y 1 -4 Sash 30" Height 36" Height 1 48" Height 1 54" Height 30" Height 1 36" Height 1 48" Height 54" Height O co a Width Head E Head E Head E Head E Head E Head E Head E Head E Reinf. Level Un) &Sill 0 &Sill r i a &Sill 1 & Sill & Sill & Sill ° & Sill J &Sill 0, R2 rn Iaa45 N Z ® Q J U) u Q F— Cy F- z CZ Anchor Group A � o O 0 Anchor Group C ULL'O 25-1/2" 12.147 zz O 4, 1+C2+1 2 1+C2+1 131 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 28" 13.397 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 36" 17.397 3 1+C2+1 3 1+C2+1 3 Not Allowed 1+C2+1 2 1+C2+1 42" 20.397 3 1+C2+1 3 1+C2+1 3 m 48" 23.397 3 1+C2+1 3 1+C2+1 3 0 1+C2+1 2 i+C2+1 2+C2+2 2 2+C2+2 60" 29.397 32+C2+2 3 2+C2+2 3 75" 36.897 3 2+C2+2 3 2+C2+2 3 2+C2+2 121 2+C2+2 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 317 +_C_2_+_1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 L 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 31 172+1 3 Y 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 31 1+C2+1 3 U M 42" 20.397 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 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 11 2+C2+2 2 2+C2+2 3 2+C2+2 32+C2+2 3 2+C2+2 21 2+C2+2 13 2+C2+2 3 2+C2+2 3 SEE TABLE 7 FOR DESIGN PRESSURE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor Q.C. Spacing for "Integral_ Fin" Installation Anchor Group E Anchor Group F 2.5„ 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET 6 rMEETING SEE ELEVATION, OSHEETI SEEELEVATION, SHEET1 RAIL REPEAT ANCHOR PATTERN AT SILL - FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 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 T77 SESEE EEL_EiV.ATION, / O SHEE T 1 SEE VATION, SHEET 1 ��ING RAID SEE CLUSTER - DETAILS, REPEAT ANCHOR PATTERN AT SILL SHEET 5 Max. Anchor O.C. Anchor Spacing far"Integral- Group F Fin" Installation 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.__ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.09 Expiration Date 09/24/2020 °j ADDED NOTE TO ANCHOR QTY -TABLES. U r R m Z LOLU � 'nary Lo o No UJ C) �y ajDO Z W LO U' N U04 IY O co a = 78 p J o S LL (D DIQ Q = LLr @ L)c - J 'ON Oma W — m T< W_ OW .=. E d m Z r i a Q L0 J LL O rn Iaa45 N Z ® Q J U) u Q F— Cy F- z CZ aloa5 � o O 0 ULL'O v zz O 4, a171 'asa4 s�S \\`1tII luUrrr, -<`-<\N0tAY LYNrV No. 58705 _ //S'ONAL'011111111NG•• A. LYNN MILLER, P.E. P.E.# 58705 Ta RI F 1 R. Glass Types ADDED NOTE TO ANCHOR Anchor Quantities for XO or OX Windows 2-4 Sash 30" Height 9 " 36Height 9 " 48Height 9 Anchor Quantities 72Height 30" Height " 9 9 for XO or OX 54" Height 9 Windows 72" Height 9 O Width Head E Head O Head 1 -4 Sash 30" HeigJH 6" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Head = Width Head Head ead E Head E Head & Sili Head & Sill Head & Sill Head & Sill Head EHead f0, &Sill CD HeadReinf. LD Level (In) &Sill °, SEE1 m &Sill m & Slil ' &Sill ° &Sill m &Sill m &Sill ° &Sill m &Sill m I]f63 ]aa45 ® D u Q F - Anchor Group A Anchor Group C 6 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 28" 13.397 41 1+C3+1 4 Anchor Group A OQ 1+C2+1 2 1+C2+1 3 1+C3+1 Anchor Group C 36" 17.397 41 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C3+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 41 1+C2+1 4 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 S i+G4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+G4+1 5 a 28" 13.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+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 1+C2+1 4 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 4 1+C2+1 2 1+C2+1 3 2 1+C2+1 3 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 � m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 M 60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 0 48" 23.397 1+C2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 I 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+1 4 1+C2+1 4 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 12 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+G2+2 4 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 75" 1 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+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 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 31 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 r 28" 13.397 1+C2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+G2+1 4 1+C2+1 4 1+C2+1 4 Y 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 U � 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+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 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 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 1 75" 36.897 2+C2+2 Z 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 41 2+C2+2 4 2+C2+2 4 SEE TABLE 10 FOR DESIGN PRESSURE TABLE ta. Max. Anchor O.C. Spacing for "Integral - Fin" installation Anchor Anchor Group E Group F 2.5" 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34). 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)"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 Glass Types ADDED NOTE TO ANCHOR Anchor Quantities for XO or OX Windows 2-4 Sash 30" Height 9 " 36Height 9 " 48Height 9 54Height " " 63Height 9 72Height 30" Height " 9 9 36" Hei ht g 48" Height 9 54" Height 9 63" Height 9 72" Height 9 O Width Head E Head O Head Head E Head E Head Head Vj Head E Head O� a� Head = Head E Head £ Reinf. Level iln) & Sill °, & Sili S°, & Sill & Sill ' & Sill ; & Sill f0, &Sill CD &Sill LD &Sill rtl, &Sill °, &Sill &Sill O R4 Qo Nz I]f63 ]aa45 ® D u Q F - Anchor Group A Anchor Group C 6 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 28" 13.397 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 OQ 1+C2+1 2 1+C2+1 3 1+C3+1 ap 36" 17.397 41 1+C4+1 4 1+C4+1 5 1+C4+1 5 n Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 42" 20.397 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 48" 23.397 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 a 1+C2+1 2 1+C3+1 3 1+C4+1 II 2+C2+2 2 2+C3+2 3 2+C4+2 60" 29.397 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 M75" 36.897 4 2+74+2 41 2+C4+2 1 51 2+C4+2 5 2+C2+2 121 2+C3+2 3 2+C4+2 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 S i+G4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+G4+1 5 a 28" 13.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 36" 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 � m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 0 48" 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 M 60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+G4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 � 75" 36.897 2+C2+2 2 2+C3+2 3 2+Cq+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 SEE TABLE 11 FOR DESIGN PRESSURE 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" Anchor Group F 3.1" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.09 Expiration Date By �J m ADDED NOTE TO ANCHOR QTY. TABLES. U LD � m Z L Ala LU LLI Lo O O N. o O (n O W alo4 LO L0 Vj O� a� = e O J O S u_ = IIMOIQ z N LLI ©� U Uo .aN UMO = ¢ W O w ^ d CD Z LD r 7 �zoLL Q LC r W O Qo Nz I]f63 ]aa45 ® D u Q F - z 6 IY Z aloas o O Ci OC Ltd U OQ ap Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 2.3' 4" Anchor Quantities for XOX Windows Gass Type 1 Sash 4" H9 2ei ht 30" Height 36Height " 9 48Height " 9 54" Height 9 63" Height 19 24" Height 9 30" Height 9 36" Height 9 48" Height 9 54" Height 9 63" Height 9 Sash 9 Configuration Width a E E E s E Range {in) Head &Sill m Head &Sill Head &Sill o Head & Sill Head & Sill Head & Sill Head & Sil1 Head &Sill Head & Sill Head & SIP Head & Sill Head & Sill Reinf. Level , R3 Anchor Group A Anchor Group C - Y3 11.391 1+02+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+114 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 35-1/4" -y3 -y3, -11.391 %%-% 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+C3+0+q+1 41+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 i+C3+0+q+1 4 38" 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+q+O+C3+1 4 1+C3+O+C3+1 4 % %% 45-1/8" '-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 i+C3+0+C3+1 4 7+C3+0+C3+1 4 l+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 Y, -Y, -Y, 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+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 47-3/4" 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391 -12.016 1+C2+2+C2+i 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+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 52-1/8" %%-'/a 12.017 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 1+q+0+C3+1 4 1+q+O+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+O+C3+i 3 t+C3+0+C3+1 4 1+q+0+C3+1 4 1+C3+O+q+1 4 m %-Y,-Y, 113.398-17.016 i+C2+0+C2+1 211+C2+0+02+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C3+0+C3+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+C3+0+C3+1 4 1+C3+0+C3+1 4 o 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+1+q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+q+1+C3+1 4 1+C3+1+q+1 4 60" %-%-'% 113.398-15.360 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+1+q+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+i+C2+1 3 1+C3+1+C3+1 4 1+C3+1+q+1 4 1+C3+1+C3+1 4 Y% 115361 -19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+q+0+q+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 Y, -Y, -y4 17.141 -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+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+q+1+C3+1 4 1+C3+1+C3+1 4 75" -% 19.111 -24.841 1+G2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+0+q+1 311+ q+0+C3+1 4 1+C4+0+Cq+1 4 1+C4+0+C4+1 4 1tC2+0+C2t1 2 1+C3+0+C3+1 2 1+C3+0+03+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 %-Y,-Y, 22641-32.516 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C 2+C3+2 4 1+q+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+i 2 1+C2+2+C2+1 3 1+C3+1+q+1 4 1+q+1+C3+1 4 1+C3+1+C3+1 4 96" Custom 32.517-39.641 2+C2+0+C2+2 2 2+C3+O+C3+2 2 2+C3+0+C3+2 3 2+C3+0+q+2 4 2+C3+0+q+2 4 2+r-3+0+C3+21412+C2t0+C2+2 2 2+C3+0+C3+2 2 2+C3+0+C3+2 3 2+C3+O+C3+2 4 2+q+0+C3+2 4 2+C3+0+C3+2 4 120" % ** -39.641 2+C2+2+C2+2 2 3+C2+2+C2+3 2 2+C2+2+C2+3 3 2tq+2+C3+2 4 2+C3+2+C3+2 4 2+C3+2+C3+2 4 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+C3+2 4 2+C3+2+C3+ 4 2+C3+2+q+2 4 Anchor Group B Anchor Group D 35-114" Y, -y3 -Y, 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+62+0+C2+11411+ + + + +C2+0+C2+1 4 1+C2+O+C2+1 2 i+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+p+C2+1 4 1+C2+p+C2+1 4 38" %%% 12.308 -12.308 1+C2+0+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+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 Y4 -y, -y4 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+i 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+q+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 45-1/9' % 13.398-14.683 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+q+1 4 f% Y, -Y, -Y, 11.391 -12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+CS+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+03+1 4 1+C3+0+C3+1 4 47-3/4" 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+q+0+C3+1 4 1+C3+O+q+i ¢ v Custom 11.391 -12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+7+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+t 2 1+C2+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a 52-1/8" %%z --Y4 12.017 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+q+1 4 11+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Y3 -Y, -Y, 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+q+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1 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+C3+0+C3+1 4 1+C3+0+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+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 411+C3+1+ +1 4 60" %-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+1+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+i 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+C3+0+C3+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+C3+0+C3+1 4 1+q+0+q+1 4 Y, 17.141 -19.110 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+q+1+C3+1 4 -y-% 75" 19.111-24.641 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C3+0+q+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 i+C2+0+C2+1 2 1+C3+0+q+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+p+G4+1 4 Y 27.641-32.516 2+C2+2+C2+2 2 2+C2+2+C2+2 2 1+C2+2+C2+2 3 1+C3+2+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 211+02+2+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 96" Custom 32.517-39.641 2+C2+0+02+2 2 2+C3+0+C3+2 2 2+C3+0+C3+2 3 2+C3+0+q+2 4 2+C3+0+C3+2 4 2+C3+0+C3+2 4 2+C2+0+C2+2 2 2+C3+0+C3+2 2 2+C3+0+CS+2 3 2+C3+0+C3+2 4 2+C3+0+C3+2 4 2+C3+0+C3+2 4 120" %%% 1 *" -39.641 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+C3+2 4 2+q+2+C3+2 4 2+C3+2+C3+2 4 2+C2t2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2t2 3 2+C3+2+C3+2 4 2+C3+2+C3+2 4 2tC3+2+C3+21 4 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 2.3' 4" SEE TABLE 8 FOR DESIGN PRESSURE ** MIN. SASH SIZE = WINDOW WIDTH - 40.72 2 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. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.09 Expiration Date 09/24/2020 By m ADDED NOTE TO ANCHOR QTY.TABLES. to m U r z W 0 r rGL0 o > �o C) >CI 0> p > r �a aoa NLO 0 N W j n a F- Fe = LLL o o (D umo�C Z (0 N _ = LLI � O ¢ L) V o J C/) x Q o H W Z OMa > m Ln z Q% O W LL. J C) J �- l- O ° z Iaa4S ® N Am oNT vI ``t1Y N /'/// RC1 , .....LY .. 2! / P��•.- LICENSE -. ��`� � No.58705 ••� -0o.ee ,R'•• ST11TE6 ��S F70 ....... • ;C��� '/S�oNAL 0,\\\• �1/11111111� A. LYNN MILLER, P.E. P.E.# 58706 TALI E 18 ALSO COMPLY WITH THE Glass Types 2-4 Sash Sash 2" 1 3.7 � Anchor Quantities for XOX Windows O o N> O o O W 0 OW li 24" Heigh 1 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height Height y Reinf. Leel Configuration Width Range (n} Head &Sill n E E -a Head &Sill n E E -� Head &Sill S m Ni Head&Sill E m Head& Sili a E m Head & Siil n E m -� Head & 8ttl n E w Head & SIII a E ca Head&Sill n Head & Siil n � Head $Sill j;rKy' &Sill E m -7 R3 O Anchor Group A F }aa45 m m Z © Anchor Group C Q i- 35-114" %%-% 91.391 -11.391 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 q 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+C+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %%-% 12.306-12.308 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+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+C+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+q+0+q+1 q y4 -y, -y4 11.391 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 l+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+q+1 4 1+G4+0+C4+1 4 45-1/8" 13.398-14.683 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 % Y, 11'391-12'297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 473/4" % 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+q+0+C3+i 4 1+C2+O+C2+1 ra t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+C3+0 -.C3+1 4 Custom 11.391 -12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+q+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+q+1 3 1+C3+O+C3+1 4 1+C4+0+C4+1 4 1+G4+0+C4+1 4 52.116, Y% -''/a 12.017 -13.307 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+q+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 41+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+r -4+0+r-4+1 4 1+C4+0+04+1 4 L 'v %%%13.398 - 17.016 1+C2+0+C2+1 ra t+C2+0+C2+1 2 1+C3+0+q+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+q+D+C3+1 3 1+q+O+q+ti 4 1+C4+0+C4+1 4 1+C4+O+C4+t 4 Custom 11.391 - 13.397 I+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+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+C3+2+C3+if 4 1+03+2+C3+1 4 1+C3+1+q+1 4 m 60" %_%_% 13.398 -15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+q+2+C3+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1. 4 1+C3+4+C3+1 4 1+C3+1+q+1 4 $ %%%a 15.361 - 19.641 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+O+G4+1 4 1+C4+D+C4+1 4 1+G4+0+C4+1 4 Custom 11.391 - 13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+q+4+q+1 4 1+03+4+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+q+1 4 1+C3+3+C3+1 4 1+q+2+q+1 4 75" %-'/-i-i% 13,398-19.110 1+C2+3+C2+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+C3+1 4 1+q+3+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 i+C3+2+C3+1 4 %-Ya-% 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+q+1 3 1+G4+0+C4+1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+q+0+C3+1 3 1+C4+O+G4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Custom 17.641 - 19.397 1+C2+4+C2+1 2 1+C2+4+C2+1 2 1+C2+4+C2+i 3 1+C3+4+C3+1 4 1+C3+4+C3+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+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C3+2+q+1 4 96" y,..% -Y4 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 i+q+3+C3+1 4 1+02+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C3+2+C3+1 4 24.361 -31.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 1+C3+2+q+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+C3+2+C3+1 4 1+C3+2+C3+1 4 1+03+2+q+1 4 %-Y,-Y, 29,641 -32.515 2+C2+4+C2+2 2 2+C2+4+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C3+3+C3+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+03+3+C3+2 4 2+C3+2+C3+2 4 12D" %%-% 32516-39.641 2+C2+3+C2+2 2 3+C2+4+C2+3 2 3+C2+q+C2+3 3 3+ +2 4 2+C3+3+C3+2 4 2+C3+2+C3+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+2+C3+2 4 2+C3+2+q+2 4 140" Custom "* - 39.641 2+C2+q+C2+2 2 3+C2+4+02+3 2 2+C2+4+C2+3 3 2+q+4+C3+ 4 2+C3+4+C3+2 4 2+C3+3+C3+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+G3+3+C3+2 4 2+q+3+q+2 4 2+C3+2+C3+2 4 Anchor Group B Anchor Group D 35-114" %% % 11.391-11.391 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+O+C2+1 4 t+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+i 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 36" %%% 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+C3+O+C3+1 4 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+C2+0+C2+1 4 1+C3+0+C3+1 4 Y4 -y, -y4 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 45-1/8" %%% 13.398-14.683 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 ra t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+q+0+q+1 4 Y, -Y, -y4 11.391 - 12.297 1+C2+0+C2+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+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+q+0+C3+1 4 1+C3+D+q+1 4 1+04+0+C4+1 4 47 3l4° 12298 - 15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+q+0+q+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 Custom 11.391 -12.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+q+0+C3+1 4 1+G4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 52-118" +/,-j % 12.017 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+q+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4i+C2+0+C2+1 ra t+C2+0+C2+1 2 1+q+0+C3+i 3 1+C3+O+C3+1 4 1+C4+1)+C4+1 4 1+CA+0+C4+1 4 r 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+t 3 t+q+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 ra t+C2+0+C2+1 2 1+q+0+C3+i 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 m Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+i 2 1+C2+2+C2+1 3 1+C3+2+G3+1 4 1+C3+2+C3+1 4 1+C3+2+q+1 4 1+02+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+C3+1 4 m 60" Y4 -y, -y4 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+1+C3+1 4 1+C3+1+C3+1 4 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+q+1 4 1+C3+1+C3+1 4 1+C3+1+q+1 4 i; Y3 -Ys -Y3 15.361 -19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 1+C4+0+G4+1 4 1+C4+0+G4+1 4 1+C4+0+C4+1 4 1+02+0+C2+1 2 1+q+0+C2+1 2 1+C3+C+C3+1 3 1+04+0+C4+1 4 1+04+0+C4+1 4 1+C4+0+G4+1 4 a c Custom 11.391 -13.397 1+Gra+2+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+q+3+C3+t 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 4+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+3+C3+1 4 1+03+2+q+t 4 1+C3+2+q+1 4 75" Y4 -y, -Y, 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+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+q+1 4 1+C3+2+C3+1 4 Y3 -%-y3 19.111-24.641 t+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+q+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+C+C2+1 2 i+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+04+C+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+3+C2+1 3 1+C3+3+q+1 4 1+C3+3+C3+1 4 t+q+3+C3+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C3+2+C3+1 4 96" Y4-1 r'/a 19.398-24.360 1+C2+3+C2+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 t+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 %-% 24.361 -31.641 i+C2+2+C2+1 2 2+02+2+C2+2 2 2+C2+3+C2+2 3 1+q+2+C3+1 4 t+C3+2+03+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+C3+1 4 29.641.32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+r -3+3+C3+2 4 2+C3+3+C3+2 4 2+C3+2+C3+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+2+C3+2 4 2+C3+2+C3+2 4 tzo^ 32516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+q+3+C3+2 4 2+C3+2+C3+2 q 2+C3+2+C3+2 4 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 3 2+C3+2+03+2 4 2+C3+2+q+2 4 2+q+2+03+2 4 140" Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+2 32+q+3+C3+2 4 2+C3+3+C3+2 4 2+q+2+C3+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+2+C3+2 4 2+C3+2+C3+2 4 Max. Anchor O.C. Spacing for "Integral -Fin" Installation /""ohm Group E anchor Group F 2" 1 3.7 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. WINDOW WIDTH - 60.72 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. MIN. SASH SIZE = 2 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 "113-1/3-1/3" 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. 17-0411.09 Expiration Date BY m ADDED NOTE TO ANCHOR QTY. TABLES. ti r- Y m � U) > r to O o N> O o O W 0 OW li a1D0 } Z U) LC) Ur 04 (~} Om av J^ n H y 7 8 O v O O IJMDJQ Q ®J UUo U) 'oN W - co = 4 F- LIJ O W � r V a Z O Q LLj O F }aa45 m m Z © Q i- Qz aloas O o ® O U L0 U Q 0 aq,y -asap sauag / oAY LYNN , ��-'•�1GENS•'�f� % No. 58705 -17.;. * - ST E DF ' T ' S�ONAL E\G`` A. LYNN MILLER, P.E. RE,# 58705 ANCHOR Ot1ANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. Glass 'types ADDED NOTE TO ANCHOR a Anchor Quantities for XOX Windows 2-4 Sash Sash 24Height " ht 9 30" Hei ht 9 36Height " 9 48" Height 9 54" Height 9 63" Height 9 24" Height 9 30" Height 9 c O 36" Height 9 48" Height 9 54" Height 9 63" Height 9 Reint. Leve! Configuration Width Range {in) Head &Sill Head &Sill n g Head &Sill a Head &Sill a Head &Sill a Head &Silt a Head 8 Sill A Head &Sill a Head &Sill a Head R SQI a Head &Sill a m Head &Sill a R4 �.N OMa W c H Anchor Group A Anchor Group C t a 3 m 35-1/4" %-Y,-Y, 11.391 -11.399 - NotAllowed 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 t+C2+O+C241 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 9+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+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+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+02+0+02+1 2 1+C3+0+C3+1 2 1+C3+O+C3+1 3 i+C4+0+CA.+1 4 1+C5+0+C6+1 4 1+C5+O+C5+1 4 1+C2+0+02+1 2 1+C3+O+C3+1 2 9+C3+0+C3+1 3 1+C4+O+C4+1 4 1+CS+O+C5+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 i+C4+o+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 t+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C2+0+02+1 2 1+C3+0+C3+1 2 1+04+0+C4+1 3 1+CS+O+C5+1 4 1+CS+O+C5+1 4 1+C5+0+C5+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 t+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+C4+1 4 1+G4+3+C4+1 4 1+C4+24C4+1 4 1+C3+0+C3+1 2 1+C4+0+C4+1 2 1+C4+0+C4+1 3 1+C5+0+C5+1 4 1+G5+0+CS+1 4 1+C5+0+C5+1 4 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4+1 4 t+C4+4+C4+1 4 4+C4+3+G4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4+1 4 1+C4+3+C4+1 4 t+CA+3+C4+1 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+CA3+312+C4+3+C4�2 4 1+G4+2+C4+1 4 1+C4+2+C4+1%-%% 2+C2+3+C2+2 2 2+C2+4+C2+2 2 2+C32+C4+4+C4+2 4 2+C4+4+C4+2 42+C4+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+Z 2 2+C3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 2+C2+3+C2+2 2 2+C2+4+02+2 2 2+C3 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 38" %-31,-Y3 12.308 - 12.308 as -i/6" Y, -%-Y, 11.391 - 13.397 -'/s 43.398 - 14.683 47,314" %-Y,-% 11.391 -12.297 A 12.298 -15.558 52-118" Custom 11.391 - 12.016 017-13.397 Y4 -y, -y4 12.398 i -/a s 13.- 47.016 /a -/a 60" Custom 14.391 - 13.397 %-Y,-% 13.398 -15.360 Y3 -Y3 -Y3 15.361 -19.641 75" Custom 11.391-13.397 %% % 13.398 -19.110 yaa-Y3 % 19.111 -24.641 96" Custom 17.641 -19.397 Y4 -y, -y4 19.398 -24.360 24.361 -31.641 120" 29.641 - 32.515 32.516 - 39.641140" Custom - -39.641 Anchor Group 8 Anchor Group D U 35-1)4" %%-Y. 11.391 -11.391 1+C2+D+C2+1 2 4+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 9+C2+0+C2+1 4 O 38" %%-Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 4+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 U '/a �x-Y, 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 i+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+C4+0+C4+1 4 1+C4+0+G4+1 4 1+C4+0+C4+1 4 Q 45-118" 13.398 -14.683 t+C2+0+C2+1 2 4+C2+0+C2+1 2 1+C3+0+C3+1 3 1+G3+0+C3+1 4 1+C3+0+C3+1 4 3+C3+0+C3+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+C3+0+C3+1 4 1+C3+0+C3+1 4 Y4 -y, -y4 11.391-12'287 1+C2+0+C2+1 2 1+G3+O+C3+1 2 1+C3+O+C3+1 3 1+C4+O+C4+1 4 1+r -4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+G4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 47-3l4" -y 12.298 - 15.556 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+03+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 t+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 Custom 11.391 - 12.016 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 i+C5+0+C5+1 4 1+C5+O+C5+1 4 t+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+O+C5+1 4 52-1/8" Y, -Y, -Y, 12.017-13.397 1+C2+0+C2+1 2 1+C3+0+C3+t 2 1+C3+D+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+G5+1 4 t+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+D+C5+1 4 v %% % 13.398-17.016 t+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+O+C4+1 4 3+04+0+C4+1 4 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+C4+0+C4+1 4 1+C4+0+C4+1 4 Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 m 60" T/a-'fz-% 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+1+C4+1 4 o Y, -%-Y, 15.361 - 19.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C4+0+C4+1 3 1+C5+0+C5+1 4 1+C5+0+C6+4 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C3+O+C3+1 2 1+04+0+C4+1 3 1+C5+O+C5+1 4 i+C5+0+05+1 4 1+C5+0+C5+1 4 c Custom 11.391 - 13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 q 1+04+3+C4+1 4 � 75" %%x -'/a 13.398 - 19.110 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C3+3+C3+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+04+2+04+1 4 t+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+C4+1 4 t+C4+3+C4+1 4 1+04+2+C4+1 4 19.111-24.641 1+C3+0+C3+1 2 1+C4+0+C4+1 2 1+C4+0+C4+1 3 1+C5+O+CS+4 4 1+C5+O+C5+1 4 1+C5+0+C5+1 4 1+C3+0+C3+1 2 1+C4+0+C4+1 2 1+C4+0+C4+1 3 1+C5+0+C5+1 4 t+C5+0+C5+1 4 1+C5+0+C5+1 4 Custom 12641-19.397 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C3+4+C3+1 3 1+C4+5+C4+1 4 1+C4+4+C4+1 4 1+Cf1+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 96' Y4 -y2 -y4 19.398 -24.360 1+C2+3+C2+1 2 1+C2+4+C2+1 2 4+C3+4+C3+1 3 1+C4+4+C4+1 4 1+04+4+04+1 4 1+C4+3+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 Y, -Y, -y3 24.361 - 31.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C3+3+C3+2 3 2+C4+3+G4+2 4 1+C4+2+C4+1 4 1+C4+2+04+1 4 29,641 -32.515 2+C2+3+C2+2 2 2+C2+4+C2+2 2 2+C3+4+C3+2 3 2+C4+5+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+4+G3+2 3 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+G4+3+C4+2 4 120" Ya% 32.516 -39.641 -i2-.51639-641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 3+C3+4+C3+2 3 2+G4+4+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+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 Z 2+C2+q+C2+2 2 3+C3+q+C3+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+4+C3+2 3 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 NOTES: stt IAbLt 1Z tuh UtsiUN rhtabUht 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, Anchor Max. Anchor O.C. Spacing for "MIN. SASH SIZE _ 3) WINDOW WIDTH - 60.72 FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group F 2 4) "1/4-112-114" AND "1/3.1/3-1/3" INDICATF THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE "Integral -Fin" Installation s„ 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. 17-0411.09 Expiration Date 09/24/2020 By ° ADDED NOTE TO ANCHOR a QTY. TABLES. U r � M z > 4-24> Fo � > O c O O lY ��o 0 p K r aao, i r Z lr) Ur N K Ocon 8 U_ co o 0 0 umodp Z z a: OO H Uro = �.N OMa W c H W W � J m Z >� T tO Z rn D LL J Q m I- O ae- N Z U � Z �y z aloes O o O W U to U Z Q 1711 Q agll �asaQ sauas OIL %lli k a rr// / 010 LYAI/V NO. 58705 17 N ' S�®hIALoffiliktEN A. LYNN MILLER, P.E. P.E.9 58705 NOTES: 1) ITEMS # 5-12,17,18,27,35,36 & 49-72 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. 4- .625" 3.500" -,.062" ^ 1 -CHANNEL 1.375' O FRAME HEAD, SILL k& JAMBS .772' .065' 13 ANTI -LIFT INSERT & TRIM COVER 2.445' 3.590" .062" .625" it ii FLANGE FRAME �. lJ O HEAD, SILL & JAMBS d - 1.872" 1.630* 0 0 1.231" FIXED 14 MEETING RAIL .300" 301" 864" .750" .025" --alis11 - 73 IG BEAD 80 ROLLED SCREEN FRAME ►I� 062" 2.445" �❑� 2.445" FIN FRAME 1.375 O HEAD, SILL & JAMBS 1.43T' 1.020" 1.3JT75" .06o" -^ - 1 1.000" �+-- 15 TRACK 16 SASH RAIL INSERT 316" ► U .754" .035" ---1- 81 EXTRUDED SCREEN FRAME yI 070" -►-� {'~ .070".791 "1.036" .810"ll IJ Tu u 1. -•- }� .150" � 1.331" f-+- 23 HD SASH 24 STANDARD REINFORCEMENT MEETING RAIL REINFORCEMENT �•'•w,10ENSF�'•`� No.58705 TT R FtoroP.• 'God ss�ONALE �\\ A. Llltb�11r�1t1LER, P.E. P.E.# 68705 -►{ .070" 060" 715" 21 LIGHTSASH REINFORCEMENT 1.182" 070" 1.041" .130" -►j 1.340" �-- HD MEETING 25 RAIL REINFORCEMENT 2.100" 590" p .070„ 19 LIFT RAIL INTERLOCK __ 1.10011,tf 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 6063T6Al 16 620129 Sash Rail (Sides, Top & Bottom) PVC 19 620156 Pull Rail Interlock 6063 T6 Al 29 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T6 Al 221 620151 Standard Sash Reinforcement 6063 T6 At 23 620152 H D Sash Reinforcement 6063 T6 Al 24 620153 Standard Meeting Rail Reinforcement 6005 T5 At 25 620154 HD Meeting Rail Reinforcement 6005 T5 At 26 620155 H. D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 At 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .187" x .220" Poly Pile 30 #8 x V Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 7BM12PPA #8 x 3-112" Ph, PH SMS (Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 TS At 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 421 76X34PPA #6 x 314" PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6x 1/2" FPH TEK 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 73 620136 I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71684/5 Setting Block (7/8" x 2" x V8"), 85 +1- 5 duro. EPDM 80 61011 Roll -formed Screen Alum 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Comer Key with Pull Ring PVC 841 47041W1CKGLB Screen Corner Key No Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816048 jScreen Cloth Fiberglass 87 61635161614 .140" Screen Spline (Machine/Hand Roiled) Vinyl NOTES: 1) ITEMS # 5-12,17,18,27,35,36 & 49-72 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. 4- .625" 3.500" -,.062" ^ 1 -CHANNEL 1.375' O FRAME HEAD, SILL k& JAMBS .772' .065' 13 ANTI -LIFT INSERT & TRIM COVER 2.445' 3.590" .062" .625" it ii FLANGE FRAME �. lJ O HEAD, SILL & JAMBS d - 1.872" 1.630* 0 0 1.231" FIXED 14 MEETING RAIL .300" 301" 864" .750" .025" --alis11 - 73 IG BEAD 80 ROLLED SCREEN FRAME ►I� 062" 2.445" �❑� 2.445" FIN FRAME 1.375 O HEAD, SILL & JAMBS 1.43T' 1.020" 1.3JT75" .06o" -^ - 1 1.000" �+-- 15 TRACK 16 SASH RAIL INSERT 316" ► U .754" .035" ---1- 81 EXTRUDED SCREEN FRAME yI 070" -►-� {'~ .070".791 "1.036" .810"ll IJ Tu u 1. -•- }� .150" � 1.331" f-+- 23 HD SASH 24 STANDARD REINFORCEMENT MEETING RAIL REINFORCEMENT �•'•w,10ENSF�'•`� No.58705 TT R FtoroP.• 'God ss�ONALE �\\ A. Llltb�11r�1t1LER, P.E. P.E.# 68705 -►{ .070" 060" 715" 21 LIGHTSASH REINFORCEMENT 1.182" 070" 1.041" .130" -►j 1.340" �-- HD MEETING 25 RAIL REINFORCEMENT 2.100" 590" p .070„ 19 LIFT RAIL INTERLOCK __ 1.10011,tf 715" .Oso° 22 STANDARD SASH REINFORCEMENT 1.182" �•+-- 094" 1.041" 164" a� 1.340" �-- HD HR MEETING 26 RAIL REINFORCEMENT riCeAT!, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480.1600 CERT. OF AUTH.#29296 INC. vised By. Date: Revision: NO CHANGES THIS SHEET. JR 03/27/17 visad By. Dote: I Revisrom 3.500" 2.445" EQUAL LEG FRAME OHEAD, SILL & JAMBS 2.176" ►{ 1.471" .050" 20 LIFT RAIL INTERLOCK COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.09 Expiration D e 09/24/2020 By �� Miami -" de Product Control Description: "r°WO vy: WINDOW EXTRUSIONS & BOM J ROSOWSKI Title: care: HORIZONTAL ROLLER - NI 05/15/15 /Model: Scale: Sheet: Drawing No. HR -5410 1 NTS 1 14 OF 15 1 MD-HR5410-01 3 81 SCREEN ASSEMBLY DETAILS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS EXTERIOR C-> OR 84 NOTES: 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8. FRAME ASSFMRIY imimiriiino SASH ASRFNARLY EXTERIOR ATTACHED TO SASH RAIL ATTACHED TO FRAMEJAMB vl�� OPT. AUTO LOOK ATTACHED TO FRAMEJAMB OPT. SWEEP LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 1 tt 1111111/ Ot LYIVIV No. 58705 - ZJ 11Y�._.. o` Off'. E) 3W ✓,��� S�QNAL 1E<J A. LYNN MILLER, P.E. P.E.# 58705 JR rLq Ta FI F 91 Date: 03/27/17 EGRESSLOCK DETAILS (NOT TO SCALE ATTACHED TO FRAMEJAMB NO CHANGES THIS SHEET. Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0411.09 Expiration Date 9/24/2020 By ! ----_ Miami-Dde Product Control rP corTAm 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 Description: umwn by: EXPLODED WINDOW VIEW I J ROSOWSKI fide: Date: HORIZONTAL ROLLER - NI 05/15/15 HR -5410 1 NTS 1 15 OF 15 1 MD-HR5410-01 I B Egress Lock Bill of Material # Part# Description Material 100 7MC7024 Multi -Point Lock Operator Cast 7inc 101 73340 Operator mounting Plate Steel 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon 104 220217.221 Tie Bar (Length Variesl Stainless Steel 105 71024X12HFX #10 x 1/2" HH MS Stainless Steel 106 78X1FPAX #8 x 1" Ph. FH SMS Stainless Steel 107 78.VSFPTX #8 x 3/4" Ph. FH SDS Stainless Steel Date: 03/27/17 EGRESSLOCK DETAILS (NOT TO SCALE ATTACHED TO FRAMEJAMB NO CHANGES THIS SHEET. Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0411.09 Expiration Date 9/24/2020 By ! ----_ Miami-Dde Product Control rP corTAm 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 Description: umwn by: EXPLODED WINDOW VIEW I J ROSOWSKI fide: Date: HORIZONTAL ROLLER - NI 05/15/15 HR -5410 1 NTS 1 15 OF 15 1 MD-HR5410-01 I B