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HomeMy WebLinkAboutNOA.FL242_R26_II_17-0411.09M IAM 1-DADE 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-IIR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of 15, dated 05115115, 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. NOA No. 17-0411.09 Expiration Date: September 24, 2020 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 No.15-0903.11) 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of 15, dated 05115115, 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-; CLUSTERI &" MAX A, SEE SHEET3 EQUAL SPACI ANCHORS PI TABLESIX SEE SILL WEEPHOLE DETAILS, SHEET3 �X, O.C. SEE ;HEET 3 19" �. O.C. 72" MAX, BUCK HE€GHT ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION 1-114" SEE SHEETS MAX. I �{ � 9-13 C, SEE F SHEET4t e SEE SHEETS 9-13 10" MAX- --- I I 0 _ I X I r SEE SILL WEEPHOLE 4„ O-C. DETAILS, SHEET4 BETWEEN +� WEEPHOLES 75" MAX. BUCK D, SEE SHEET4 C 72" MAX. BUCK HEIGHT -� 3" MAX I D WIDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8" MAX ---t- I E, SEE SHEET3 EQUALLY SPACED ANCHORS PER TABLES 17-19 1_ 8" MAX. SEE SHL EPHOLET DETAILS, SHEET3 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 NOT RATED FOR IMPACT RESISTANCE 15.85" —­f � 18.94 " MAX. O C. MAX. O.C. —� B, SEE SHEET3 _--. X _ - - - - - - O - - - - - - - - - - - - - -I I I X I I 4" O.C. BETWEEN WEEPHOLES 140" MAX. BUCK WIDTH ELEVATION FOR TYP, FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES i STANDARDS USED: GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMITDADE 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 IX 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 E1301 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 CF 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 & BRONZE/LfGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11).APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. t1 r 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND ,`�� � � LYNX '/��i REINFORCEMENT LEVEL, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING . • � TABLES 6-12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING •`' 4{CEN4l OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION No 58705 CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9-13), VERIFY THE ANCHORISUBSTRATE WILL MEET 7� - = REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS MET. '• ' �i/�� SHEET -SET ARE 5)€NSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION- 2 TO FIND THE APPROPRIATE DETAILS, : ��'•, ATE F '•. IOR10P'. '`1�� USE TABLE 4 ON SHEET �,0NAL NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, � �� ',' PL�� f4kVIEKR� _ INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. p.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 }480-1640 COPYRIGHT 0 2017 POT INDUSTRIES, INC. CERT• OF AUTH. #29296 E 63" MAX. BUCK HEIGHT 15-67" MAX. O.C. B 3" MAX. 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 #ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 eAISI S100-12 aAISC 360-10 GENERAL NOTES ......................... 1 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEG/BOX.. ............... 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS ........................ 5 DESIGN PRESSURES ................... 6-8 ANCHOR QUANTITIES ................. 9-13 EXTRUSION PROFILES & 130M....14 ASSEMBLY.....................................15 Revised By. Date: Revision: J R 03127I17 UPDATED TO FBC 2017. ADDED NOTE TO ANCHOR QTY. TBLS. Revised By: Date: Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0411.09 Expiration Date 09/24/2020 By - Miami-9me Product Control Description; Drawn t3y: GENERAL NOTES & ELEVATION I J ROSOWSKI Title: +�aCe: HORIZONTAL ROLLER - NI 05115/15 /hdodel: Sccfe: Sheet: HR-541© 1 NTS 1 1 OF 15 Growing No. Rev: MD-HR5410--01 IB TABLE 4: INDEX OF INSTALLATION METHODS PER FRAME TYPE TARI P 1- Af I OWARi F rl_ASS TYPES Glass Type Description (Listed from Exterior to Interior) i 314" I.G.: VV A Exterior Cap + 112" Air Space + 1/8" A Exterior Cap 3/4" 1.G .: 118" T Exterior Cap + 112" Air Space + 118" T Exterior Cap 3 A42 314" LG,: 3116" A Exterior Cap + 318" Air Space + 3115" A Exterior Cap 3/4" LG., 3/16" T Exterior Cap + 318" Air Space + 3116" T Exterior Cap SEE SHEET 6, TABLE 5 FOR GLAZING/DESIGN PRESSUREIANCHORAGE INDEX. TABLE 2: ALLOWABLE OWARI F ANCHOR, THPOUGH THE FRAME GLASS TYPES 1 & 3 MAY NOT BE USED IN THE 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" 1-318" Steei, A36* 318" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ge Aluminum, 6063-T5* 3/8" 6.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (mire. 2,85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 6 #SMS (steell,, 16-8 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* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" C 114" steel Ultracon Concrete (min. 2.85 ksi) 1" 1.3/4" Ungrouterl CMU, (ASTM C-90) 2-1/2" 1-114" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1v14" 1W steel Ultracon Concrete (min_ 2.85 ksi) 2A/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) 2-112" 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) 1-112" 1-3/8" 1/4' steel Aggre-Gator P.T. Southern Pine (SG=0.55) V 1-3/8" Grouted CMU, (ASTM C-90) 211 2 Tsai r; a• Al 1 r11R &P E ANCHORS THROUGH THE INTFGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedment/ E 2-1/2" x .131" Common Nail P.T. Southern Pine (56W0.55) 3/8" 2-7116" 2-1/2" Ringshank Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7116" E #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (S(3=0.55) 112" 1-3/8" Aluminum, 6063-T5* 3/8" 0,050" Steel Stud, Gr. 33* 318" 0.0451" (18 Ga.) Steel, A36* 318" 0.050" #SMS (steell,, 1 B-8 B.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* TIE. 0.050" Steel, A36* 318" 0.05(r Material Min. Fy Min. F" Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Sorew 90 ksi 110 ksi Elco Aggre-Gatore 57 ksi 96 ksi EICD UltraCon8 155 ksi 177 ksi 410 SS E1Co CreteFlex@ 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr_ 33 Steel Stud 33 ksi 45 ksi * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE_ "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Types (see Flg B) Glass optrorts (see Table 1) Installation ontons Conditions Substrate Option Detail Sheet J Cttartret ( 1) 1-4 Through the �tegral fin...... _into 2XWood Frame/Buck5trip -sheet 4, option 5 ... .onto Meta# -sheet 4, option 8 Through the frame of the window. _.... _...into 2XWood Frame/Buckstrip - sheet 4, opton 6 ....into Metal - sheet 4, option 7 Flange {#2) 1-4 Through the frame of the window...... .._.into 2)(Wood FrarnefBuckstrip -sheet 3, option 1 .._.into Concrete/CIAU -sheet 3, option 2 ....through 1XBuckstrip into ConcretelCMU - sheet 3, options 3 ....into Metal -Sheet 3, option 4 Integral Fin (#3) 4-4 Through the integral fin...... ....into 2XWood Frame/Buckstrip - sheet 4, option 5 .._€nto Metal - sheet 4, option 8 Through the frame of the window- ... .... into 2XWood FrarneiSuckstrip -sheet 4, option 6 ....Irrto Metal -sheet 4, option 7 Sox l Equal Leg (�) 1-4 Through the frame ofithe 4v'Ir£daw...... into 2XWood FramelBwkstrip -Sheet 3, option 1 ....into Concrete/CMU -sheet 3, option 2 ....through 1XBlackstrip into ConCn=tefCmU - sliest 3; option 3 into Metal - sheet 3, option 4 INSTALLATION NOTES, SEE SHEETS..3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 15 FOR OPTIONAL EGRESS LOCK DETAILS. 1iillilli! No.58705 " MIN. OF 3 ' 0 SCR$ THREADS BEYOND THE METAL ''f 10NAL 1 SUBSTRATE. /111111I1111, A_ LYNN MILLER, P-E, P-E.It 58705 FIGURE 8: FRAME TYPES 2 4 D❑ ❑ FLANGE SOX OR ❑ EQUAL- ❑ ❑❑ LEG J-CHANNEL ❑ INTEGRAL ❑ FIN PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17.0411.09 Revised By. Date: Revision: Expiration Date 09/24/2020 JR 03/27/17 NO CHANGES THIS SHEET. By 1�, Revised W. Date: Revision: Miami —Dad roduct Control p Description: Orawn By. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Dafe: (~ a1}400-i oa r' HORIZONTAL ROLLER - NI 05/15/15 COPYRIGHTC, 2017 PGT INDUSTRIES, ING, ALL RIGHTS RESERVED Sheet Drawing No. Rev: CERT. OFAUTH.#29296 1 HR-5410 NTS 2 OF 15 MD-HR5410-01 B INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH EDGE DISTANCE FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. -- FLANGE �� FRAME SHOWN I VISIBLE FIXED LIGHT LITE HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EMBEDMENT 1 MAX SHIM #10 OR #12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL DADE APPROVED MULLION, i�FBC COMPLIANT ALUMINUM/STEEL FRAMING FLANGE OR STEEL STUD. MAYBE FRAME VERTICAL OR HORIZONTAL. SHOWN SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2 1/4" MAX. SHIM i SEE INSTALLATION NOTES SHEET 2 FIXED LITE 74 VISIBLE LIGHT WIDTH (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL TYPICAL FOR ALL "XO" OR "OX" SASH OPERABLE SASH VISIBLE LIGHT WIDTH EXTERIOR V BUCK WIDTH HORIZONTAL SECTION A -A (OX) INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, SHEET 2. 1/4"MAXSHIM ° EMBEDMENT 29 28 °, EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EQUAL LEG (1) AT MID -SPAN OF INTERLOCK FRAME (1) 3-1/2" FROM EACH SASH SHOWN 43 CORNER AND (1) AT CENTER OF SASH STILES/RAILS BUCK 29 30 16 19 10 (SEE SHEETS 7-8) TYPICAL HEIGHT EXTERIOR 28 OPERABLE 40 20 OPERABLE 43 FOR ALL "XOX" SASH SASH o SASH o 21 OROOR 23 VISIBLE LIGHT OPERABLE1r-11 G,---� I II o ra II II 37-39 G�---, t I 1' (SEE SHEETS 6-8) HEIGHT SASH �L. �L .J 28 Ji, 6 `' TYPICAL FOR ALL SASH -16 a VISIBLE _ ` 41 FIXED LITE VISIBLE _ ,\ �� LIGHT WIDTH _ -I _ o oc -5ZU LIGHTWIDTH fff� ^�a 43 S==---=17 29 FLANGE �u u - u lii "u P11 $1 LFRAME 87ito iWEEP OPT. 29 I 1J75 SHOWN J='T= �_jL- NOTCHES g000 7342 NO X ES 25 OR 26 VISIBLE EXTIIIE���RIO1-1/4"X1/4" 42 LIGHTWIDTH 73 14 2 y(SEE SHEETS 6-8) TYPICAL FOR ALL v 4 "XOX" FIXED MEETING RAIL BUCK WIDTH � PRODUCT REVISED 33 1/4" MAX I EQUAL -LEG as complying with the Florida SHIM HORIZONTAL SECTION E-E (XOX) FRAME Building Code o INSTALLATION AS PER SECTION A -A ABOVE SHOWN NOA-No. 17-0411.09 EQUAL LEG {111 I I! I Il FRAME SHOWN �� �y LYiv Revised By: Date: Revision: Expiration Date 09/24/2020 E • •' • / NO CHANGES THIS SHEET. INSTALLATION EMBEDMENT ���. ' LSCENSF �( i J R 03/27/17 BY /� a • o Miami-ady roduct Control 1> ; Revised By: Date: Revision: OPTION 2 ANCHOREDTHROUGH - gt No.58705 FRAME DIRECTLY INTO a CONCRETElCMU. _,�___�_ EDGE To Description: Drawn Qv.' TYP. ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS =� ?; ?�'- FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE XO&OX) �oT'.. STAT OF �� 1070 TECHNOLOGY DRIVE DISTANCE PER SUBSTRATE, iC� -•F,4ORIDP,,•` �C� N. VENICE, FL 34275 Title: Date: SEE TABLE 2, SHEET 2. SECTION B-B HEIGHT: BUCK HIEIGHT� 7-1 /44 /,,SS�ONAL �NG\\\ (941}480-1600 HORIZONTAL ROLLER- NI 05/15/15 //1111111111� fAP1Rl ALL RIGHTSEERVEDRIES, QJG SerieslModeh Scale: Sheet: Drawing No. Rev: A. LY .E158 05 P.E. CERT. OF AUTH.#29296 HR-5410 NTS 3 OF 15 MID R5410-01 B P.E.# 58705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 7 INSTALLATION OPTION ANCHORED THROUGH FRAME SEE INSTALLATION NOTESSHEET2 ANCHORED THROUGH INTO METAL (INTEGRAL INTEGRAL FIN INTO 2X �- EMBEDMENT - FIN/FLANGE REMOVED) WOOD FRAME OR BUCK- _ STRIP. SEE NOTE 2, . EDGE 114" MAX. SHIM �19 16 SHEET2 DISTANCE 13 2( pl-� i BUCK HEIGHT J-CHANNEL #10 OR #12 STEEL �rJ FRAME SHOWN 0 SMS (G5), SEE 1 TABLE 2, SHEET 2. n � d 1 L1/4" MAX SHIM FIXED 1 as❑�LT�- ❑ LITE Fm TYP. ANCHOR TYPE, FIN AND/OR ❑� EMBEDMENT AND EDGE FLANGE MAY BE DISTANCE PER SUBSTRATE, REMOVED IN -FIELD 73 SEE TABLE 3, SHEET 2. FCE_� aaa a VISIBLE LIGHT HEIGHT EXTERIOR a 21 OR 22 OR 23 (SEE SHEETS 6-8) TYPICAL FOR ALL SASH 86 OPT, 80 81 WEEP NOTCHES 3/4" X 1 /4" - 1-1/4" X 1/4"- FIN FRAME SHOWN TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE SEE TABLE 3, SHEET 2. INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP. SEE (SEE SHEETS 6-8) NOTE 2, SHEET 2. TYPICAL FOR ALL EMBEDMENT "XO" OR "OX" SASH a EDGE OPSASH LE 432(—�DISTANCE TYP. ANCHORTYPE, �L ❑ EMBEDMENTAND VISIBLE EDGE DISTANCE PER TABLE 2, SHEET LIGHT WIDTH TABLE 2, SHEET 2. (SCREW SHOWN) 13 _ (` DADE APPROVED MULLION, VISIBLE 42 EXTERIOR 29 FBC COMPLIANT LIGHT WIDTH � ALUMINUM/STEEL FRAMING 73 24 OR 26 OR 26 14 a \J OR STEEL STUD. MAY BE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8) TYPICAL FOR ALL LITE SEE SUBSTRATE PROPERTIES, "XO" OR "OX" FIXED MEETING RAIL TABLES 2 & 3, SHEET 2. BUCK WIDTH HORIZONTAL SECTION C-C (OX) z2 23 S (SEE SHEETS 29 30 16 19 16 TYPICAL FOR 28 ALL "XOX" OPERABLE 20 OPERABLE 43 SASH SASH 40 SASH VISIBLE Eli'-�„ �, ' -ram 37-39 Gl�-„ -ra ❑ LIGHT OPERABLE HEIGHT SASHICI 28 41 16 J VISIBLE I� FL IXETED Z �� VISIBLE a� LIGHTWIDTH -*_I EMBEDMENT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET 2, VERTICAL SECTION D-D FRAME FIN FRAME SHOWN INSTALLATION OPTION 8 ANCHOREDTHROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) #10 OR #12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. 42 VISBLEEXTERIOR LIGHTIWIDTH 73 14 a 1 J-CHANNEL U (SEE SHEETS 6-8) TYPICAL FOR ALL FRAME "XOX" FIXED MEETING RAIL SHOWN BUCK WIDTH - PRODUCT REVISED MAX HORIZONTAL SECTION F-F (XOX) as complying with the Florida �1/4" SHIM (1) AT MID -SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE Building Code NOA-No. 17-0411.09 43 (1) 3-112" FROM EACH SASH 1} 1 I I 1 I 1 t CORNER AND (1) AT CENTER OF SASH STILES/RAILS v� `` ��/� Revised By: Date: Rovision: Expiration Date 09/24/2020 � ��ll�; ��.. •'VICENSF •. �� i J R 03/27/17 NO CHANGES THIS SHEET. BY EDGE DI STANCE :�� Revised By: Dote: Revision: Miami -Dad roduct Control a _ No. 58705 _ VISIBLE LIGHT FORMULAS � t � / �= tL ® - Description: "I By: J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI OX) . D� �� T •. �!/ � 1070 TECHNOLOGY DRIVE (EQUAL-LITE XO & '' •'•F4ORIDPI \�'� N. VENICE, FL 34275 Title' Date: WIDTH: BUCK WIDTH/2-4-1/4" S i "'• ���` vvv//'ONALI�;\� (941}480-1600 HORIZONTAL ROLLER -NI 05/15/15 HEIGHT: BUCK HEIGHT -7-1/4" IES, INC. COPYPJGnHLTLRGHTS T Series Model: Scale: Sheet: / 0r in No. Rev: 9 A. LYNN MILLER, P.E. ERVEC HR-5410 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 7s 4SG TPS INT. GLASS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3116" NOM. WITH DESICCANT SUPER EXT. LAss ' S PACER®NXT Tm INT. GLASS ALUMINUM REINFORCEMENT 5116" NOM. BUTYL & DESICCANT FOAM DU RASEAL® EXT. GLASS 78 SPACER INT. GLASS POLYISO- DES[CCANT FILL AREA BUTYLENE 5116" NOM. SPACER SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL 79 XL EDGE' EXT. GLASS � INT. GLASS Part # Description Material 76 lKommeding 4SG TPS Spacer System See this Sheet for Materials 77 Quanex Super Spacer nXl" with Hot Melt Butyl 78 Quanex Duraseai Spacer 79 Cardinal >(L Edge Spacer Ktl-tKtNUir I NLI- M1a:rIL-ar 11,MMOaOaru 1/8" A GLASS 112" AIR SPI 118" A GL A . 314" NQM. GLASS TYPE, 1 3/16" A GLASS 3/8" AIR SPACE - 3116" A GLASS - a EXTERIOR 314" NCIM. 1/8" T GLASS 1 /2" AIR S P; 1/8" T GL EX 314" NdIN, GLASS TYPE 2 3/16" T GLASS — 318" AIR SPACE - 3116" T GLASS - aEXTERIOR GLASS TYPE 3 ,��Illitrt 3f4" NOM. GLASS TYPE 4 IOM.GLASS TYR TYP. GLAZING DETAIL PRODUCT REVISED GLAZING NOTES: as complying with the Florida "A" =ANNEALED Building Code "T" = TEMPERED NOA-No, 17-0411.09 f !!f Revised By: Date: Revision: Expiration Date 09/24/2020 �`��` ' 4tCEtVg "'✓��r��� �� J R 03/27/17 NO CHANGES THIS SHEET. By ✓ __ Revised By Date: Revision: Miami -Dad roduct Control �•" No, 58705 ^ - '® O Description: Drawn By: - 1n GLAZING DETAILS J ROSOWSKI fi TE OR `�C�S C)F214 1070 TECHNOLOGY DRIVE Title. Data: • . , �� Ap,� rr �'�� !!�JJJ AL`G N. VENICE, FL 34275 941 ( }48016dU HORIZONTAL ROLLER WINDOW - NI 05/15/15 ��� COPYMGHT®2017PGTINDUSTRIES, INC. Ail. RIGHTS RESERVED �ed¢s Nadel_ I SCtl1B: Sheet Drawing No, Rev A. LYNN MILLER, P.E. HR-5410 NTS 5 OF 15 MD-HR5410-01 B CERT. OF AUTH, #2929ii P.E.# 58705 Index to All Design Pressure and Anchor Quantity Tables Config. Max. Width Max. Height Glass Type Reinf. Level Design Pressure Anchor Quantity Table # Page # 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 12 4 12 8 19 13 4" MAX. O.C. 4" MAX. O.C.�+- 4" MAX. O.C. --► h-'� 8"MAX . O.C. 4" MIN, O.C. �- �// 5-ANCHOR CLUSTER DETAIL \JCHOR (STER DETAIL //// /3-ANCHOR / CLUSTER DETAIL VCHOR )STER DETAIL TART F R' Glass Types Design Ibsiift2 for XO or OX Windows 3 ( ) 1_4 Reinf. Lewl Window Buck Height RI 30"1 30' 1 48" 54" 25-1I2" +65.0 -100.0 +65.0 1 -100.0 +65.0 -100.0 +65.0 1-100.0 $ 28" +65.0 -100.0 +65.0 -1o0.0 +65.0 -100.0 +65.0 1-100.0 r 36" +65.0 -100.0 +65.0 -100.0 +65.0 -94.2 +65.0 -81.6 m 42" +65.0 -100.0 +65.0 -100,0 +65.0 -63.9 +6E0 -72.4 a 48" +65.0 -100.0 +65.0 -100.0 +65.0 -76.5 +65.0 -65.6 c 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 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 SEE TABLE 13 FOR ANUHURA(;E R H HT MEETING RAIL TABLE 7: Glass Types Design Pressure ( tbstft2) for XO or OX Windows 1-4 Reinf. Level 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 c 28" +65.0 -130.0 +65.0 -130.0 +65.9 -130.0 +65.0 -130.0 9 36" +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� ®� •., STATE 0� '• �/� c��....p•-�_`•ttvG\�� 1070 TECHNOLOGY DRIVE /ONAL �``\\\\\ N. VENICE,fL 34275 '4�GHT020B77 POT INDUSTRIES INC. ALL RIGHTS RESERVED A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 EXTERIOR a SASH WIDTH JAMB EXTERIOR b SEE TABLE 14 FOR ANCHORAGE 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 15 105/15/15 Drawing No, Rev: MD-HR5410-01 B IIr:1-11111Q71 Glass Type Sash Configuration Sash Width Range (in) Design Pressure (Ibs/ft2) for XOX Windows Reinf. Level R3 Window Buck Height 30" 36" 1 48" 54" 63" 35-114" 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 38" % % % 12,308 - 12.308 +65.0 -100.0 +65.0 -1000 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 11.391-13,397 +65.0 -100.0 +65.0 .100.0 +65.0 -69,0 +65.0 -77.9 +65.0 -69.5 45-118" %%% 13.398 - 14.683 +65.0 -100.0 +65.0 -100A +65.0 -100.0 +65.0 -100.0 +65.0 -96.5 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 47-3/4" Y3 Y3 % 12,298 - 15.558 +65.0 -100.0 +65.0 -100.0 +65.0 -87.2 +65.0 -74.9 +65.0 -65.9 L c Custom 11,391 - 12.016 +65A -100.0 +65.0 -100.0 +65.0 -84.4 +65.0 -71.8 +56.3 -56.3 52-118" %,% % 12.017 - 13.397 +65,0 -100.0 +65.0 -100.0 +65.0 -85.0 +65.0 -71.8 +56.1 -56.1 13.398 - 17.016 +65.0 -100.0 +65.0 -100.0 +65.0 -85.4 +65,0 -72.0 +58.7 -58.7 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 60, % % % 13.398 - 15.360 465.0 -100.0 +65.0 -100X +65.0 -80.8 +65.0 -70.7 +57.6 -57.6 %% 15.361 - 19.641 +65.0 -100.0 +65.0 -100.0 +65.0 -84.5 +65.0 -71.8 +56.3 -56,3 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 %-Y,-% 19.111 -24.641 +65.0 -100.0 +65.0 -98.1 +65.D -74.5 +65.0 -67.2 +56A -56.1 % J % 27.641 - 32.516 +65.0 -t00A +65.0 -69.3 +65.0 -68.8 +61.4 -61.4 +52.5 -52.5 ss Custom 32.517 - 39.641 +65,0 -100.0 +65.0 -91.3 +65.0 -70.6 +63.0 -63.0 +53.7 -53.7 120" +/3 %%s -- -3s641 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) Design Pressure (IbsKt2)for XOXWindows Reinf. Level R3 Window Buck Height 30" 36"1 48" 54" 63" 35-1/4" 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" %-% 12.308-12.308 +65.0 -100.0 +65.0 1 -100.0 +65,0 -100.O +65.0 -100.0 +65.0 -100.0 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 -000.0 +65.0 -100.0 +65.0 -100.0. Y y,- % 11.391 -12.297 +65.0 -100,0 +65.0 -100.0 +65.0 -100.0 +85.0 -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 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 -400.0 +65.0 .100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -87.5 s o % % % 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" % % % 13.398-15.360 +65.0 -100,0 +65.0 -100.0 +65.0 -100.0 +65.0 -84.9 +65A -77.7 o /s-% % 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 -86.8 +65.0 -68.7 75" % Yi % 13.398 - 19.110 +65.0 -100,0 +65.0 -100,0 +65.0 -97.3 +65.0 -80.4 +63,6 -63.8 Y3 Ys--% 19.111 - 24.641 +65.0 -100.0 +65.0 .100.0 +650 -94,1 +65.0 -794 +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 % 24.361 - 31.641 +65.0 -100-0 +65.0 -100.0 +65.0 -85.0 +65.0 -69.9 +55.2 -55.2 120" Yi % 129.641 - 32.515 +65.0 -100.0 +65.0 -90A +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 45MO ** 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) forXO or OX Windows 1.4 Reinf. Level Window Buck Height R3 30" 36" 48" 1 54" 163" 25.112" +65.0 -100.0 +65.0 1 -100.0 +65.0 -10010 +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,O -91.7 +65.0 -82.4 +65.0 -74A m 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 STATE (YF SJONAL E� ' 'lllllt ll\1�` A. LYNN MILER, P.E. P.E.# 58705 EXTERIOR a SASH WIDTH. JAMB EXTERIOR ID SEE TABLE 15 FOR ANCHORAGE 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 34276 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-Dar!14 Product Control J ROSOWSKI 05/15/15 111�i�� 1 1 ir.l lascc Glass Types Design Pressure ►bsffle forXO orOX Windows 9 C ) 2-4 Reinf. Level Window Buck Height R4 36, 48" 54" 63" 72" 25-1/2" +65 0 -130.0 +65.0 -130.0 +65.0 .130.0 +65.0 1 -130.0 +65.0 j -130.0 v 28" +6&0 ; -130.0 +6&0 -130.0 +65.0 -130.0 +65.0 1 -130.0 +65.0 1 -130.0 36" +65.0 i -130.0 +65.0 -1W,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 -108,2In48" +6.0 +65.0 -100 +65.0 -1300 +65.0 -114,2 5.0 -97.1 1+660 +65.0 130.0 +65.0 -1300 +650 -1126 +650 -94.1 -7 8160" +65.0 -130.0 +65.0 .1193 +65.0 -1040 .0 570-0.75" SEE TABLE 16 FOR ANCHORAGE TABLE 19 Glas2s Types Sash Design Pressure (Ibs1ft2) for XOX Windows Sash Configuration width Range (in) ReiOE Level Window Buck Height 30' 36" 48" 54" 63" R4 35-1/4' %-% % 11.391 - 11.391 +55.0 -130.0-130.0 +65.0 -130,0 +fi5.0 -130.0 +65.0 -130.0 38" %-'/s % 12.308-12,308 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 T1.391-13.397 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 45-0/8" f%-Y3 13.398 - 14.683 +65.0 -130.0 +65.0 -130.0 +65.0 -1300 +65.0 -130.0 +65.0 -130.0 Y Y % 111.391 - 12.297 +65.0 -130.0 +65.0 -130.0 +65.0- -130.0 +65.0 -130.0 +65.0 -128.9 413/4" 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., 91 - 12,016 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.2 +65.0 -98.2 52-1/8" % 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 -13D0 +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 +05.0 -1204 -104.8 m' 60" Y, �z--'/ 13.3% - 15,360 +65.0 -130.0 +65.0 -130.0 +65.0 .127.2 +65.0 -108,2 +65.0 -89.2 o % %-% 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/, Y3 % % 19.1 YI-24.641 +65.0 -130.0 +65.0 -130.0 +65.0 -121A +65.0 -105.2 +65.0 -86.4 Custom 17.641 -19,397 +65.0 -100.0 +65.0 -90A +65.0 -82.8 +65.0 -75.6 +65.0* -67.3* 96" 19,398-24.360 +65.0 -106.9 +65.0 -97.4 +55.0 -87.8 +65.0 -80.2 +65.0 -70.4 % % % -% 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* �7.3* % 120" Y.-'/z %% 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 -1000 +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 "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. SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) v II II II II I// Na, 58705� 7101 STATE OF iJ�ss .. 4ORID P•. •' G�i,�� /// /ONAL E 00 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 02017 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 NOA-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 Quantities for XO or OX Windows 1-4 Sash 30" Height 36" Height 48" Height 54" Height 30" Height 1 36" Height 48" Height 54" Height Width Head Head E Head E Head Head Head E Head E Head Reinf. Leal n ( ) &Sill S II &Sill ° & Sill ° & Sill 0 & Sill 4 & Sill ° &Sill ° & Sill II Anchor Group A Anchor Group C 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 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 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 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 � 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 Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 31 1+C2+1 131 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 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 Quantities for XO or OX Windows 1 -4 Sash 30" Height 36" Height 1 48" Height 1 54" Height 30" Height 1 36" Height 1 48" Height 54" Height Width Head E Head E Head E Head E Head E Head E Head E Head E Reinf. Level Un) &Sill 0 &Sill &Sill 1 & Sill & Sill & Sill ° & Sill &Sill 0, R2 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 131 1+C2+1 3 1+C2+1 3 1+C2+1 28" 13.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 36" 17.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Not Allowed 1+C2+1 42" 20.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 48" 23.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 1+C2+1 2+C2+2 6V 29.397 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 121 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 317+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 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 3 2+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 RAIDEET 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 m Z LO � 'nary o No u C) of 0 �y ajDO Z W LO U' N U04 IY O co a = 78 QJ 0 S N(D u,x DIQ Q zLL = LLr @ L) c - J ON 0ma W — m = a W _ OW .=. E m Z r i d a Q L0 J LL O rn Iaa45 N Z ® Q J rn u Q F-- Cy F- z CZ aloa5 � o O 0 UL`ro LWi zz O 4, a171 'asa4 s�S \\`1tII luUrrr, -<`-<\N0tAY LYNrV No.58705 _ //S'ONAL'011111111NG•• A. LYNN MILLER, P.E. P.E.# 68705 Ta RI F 1 R. Glass Types Anchor Quantities for XO or OX Windows 1 -4 Sash 30" HeigJH 6' Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Width Head ead E Head E Head Head Head Head Head EHead HeadReinf. Level (In) &Sill SEE1 0 &Sill m & Slil ' &Sill ° &Sill m &Sill Q &Sill ° &Sill ° &Sill m -� R3 - n 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 I+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 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 4 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 0 48" 23.397 1+C2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 I 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 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 .c 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 6V 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 71" 36.897 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 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)"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 Glass Types 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 Width Head E Head Head Head E Head E Head Head Head E Head Head Head E Head £ Reinf. Level iln) & Sill °, & Sili S°, & Sill & Sill ' & Sill ; & Sill f0, &Sill &Sill &Sill rtl, &Sill °, &Sill &Sill R4 Anchor Group A Anchor Group C 25-1/2" 12A47 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 28" 13.397 2 1+C2+1 3 1+C3+1 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 36" 17.397 2 1+C2+1 3 1+C3+1 41 1+C4+1 4 1+C4+1 5 1+C4+1 5 n Not Allowed 1+C2+1 42" 20,397 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 48" 23.397 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 a 1+C2+1 II 2+C2+2 60" 29.397 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 M75" 36.897 121 2+C3+2 3 2+C4+2 4 2+74+2 41 2+C4+2 1 51 2+C4+2 5 2+C2+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 c 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 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 C)N. o O (n O W alo4 LO L0 Vj O� a� = e O J O S u_ = IIMOIQ z N LLI ©� U U o .aN UMO = ¢ W O w ^ d CD Z LD r 7 �zoLL Q LC r W O QC:) N z I]f63 ]aa45 ® D u Q F- z 6 IY Z aloas o O Ci OC Ltd U mo�aa MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Anchor Quantities for XOX Windows Gass Type 1 Sash 2eHeight 4" Hi , WHeight 36Height " 9 48Height " 9 54" Height 9 631' Height 19 24" Height 9 30" Height 9 36" Height 9 48" Height 9 54" Height 9 63" Height 9 Sash 9 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% I, 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" 111.391 -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+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 W, - 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 /n-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 2 1+C2+0+C2+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+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+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+G3+0+C3+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 %% % 17.141 -19A10 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 3 7+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, 2T641-32.516 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+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 i+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+q+O+q+2 4 2+C2+0+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" Y3 '/a-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+1 4 1+G2+O+C2+1 4 i+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+C3+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 %% % 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,-'ia 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+q+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 ¢ Custom 11.391-12.016 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 1+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 %% % 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 4 1+C3+1+q+1 4 60" %-Yz-% 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+CZ+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+C3+0+q+1 4 Y,-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+W+1 4 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 1+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 2 1+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+O+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+C3+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 = LLLL o o (D umo�C Z (0 N _ = LLI � O ¢ L) V o J C/) W :2 cox QW o H W Z OMa > m Ln z Q% UO W LL. J C) J �— l— O ° z Iaa4S ® N Am oNT WI ``\.�CIIAY. LYN /'/// P��•.- LICENSE -. ��`� � No.58705 ••� v�o.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 Anchor Quantities for XOX Windows 24" Height30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height Height Reinf. Level 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 Anchor Group A Anchor Group C 35-1/4" %%-% 9t.39t-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 %% % 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+C3+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 t+C3+O+q+i 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 1+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 4 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+C4+0+C4+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+02+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+1f 4 1+q+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+i+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+C3+1 4 1+q+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+C3+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+C3+1 4 96" % %--% 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 %-Yx-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 2+C3+q+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+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+q+3+C3+2 4 2+q+3+q+2 4 2+C3+2+C3+2 4 Anchor Group B Anchor Group D 35-1/4" %% % 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 i+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" %%% 12308-12,308 1+C2+0+C2+1 2 i+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 %% % 11.391-13.397 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 I+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 % %T/n 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 I+C4+0+C4+1 4 1+C4+0+04+1 4 i+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 c 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" %% % 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+i+C2+1 3 1+C3+1+q+1 4 1+C3+1+C3+1 4 1+C3+1+q+1 4 i; %% % 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+02+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" %% % 13.398-19A10 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 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 I+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 gall % %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+b3+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+G3+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 3 2+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+02+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 Anchor 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) "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. 17-0411.09 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 v LC) Ur 04 (~} Om av J^ n H y 7 8 O v O O IJMDJQ Q ®J UUo U) 'oN W - co = K F- LIJ W � CDV 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.;. * - ' 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 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 24' Height 9 9 30" Height 9 36' Height 9 48" Height 9 54" Height 9 63" Height 9 Reint. Level 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 Anchor Group A Anchor Group C t a 3 m 35-1/4" % Ya-% 11.391-11.391 1+C2+0+C2+1 1+C2+G+C241 1+C2+0+C2+1 i+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 - 1+02+0+02+1 1+C2+0+02+1 1+C2+0+C2+1 1+C2+2+C2+1 NotAllowed 1+C2+2+C2+1 1+C2+0+02+1 1+C2+3+C2+1 t+C2+2+C2+1 1+C3+0+C3+1 1+C2+3+C2+1 1+C2+3+C2+1 2+C2+2+C2+2 2+C2+3+C2+2 2+C2+3+C2+2 2+C2+3+C2+2 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" ''/s--1 Y3 12.308 - 12.308 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 as-1/6" Y,-%-Y, 11.391 - 13.397 2 4+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 -'/s 43.398 - 14.683 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 47,314" -/ % 11.391 - 12.297 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 A 12.298-15.558 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 52-118" Custom 11.391 - 12.016 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 % Yx-'/a 017-13.397 12.398 2 1+C3+O+C3+1 2 1+C3+0+C3+1 3 1+C4+O+C4+1 4 1+CS+O+C5+1 4 1+C5+0+C5+1 4 i-/a s /a -/a 13.- 47.016 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 60" Custom 14.391 - 13.397 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 '/4% % 13.398 - 15.360 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 %% % 15.361-19.641 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 75" Custom 11.391-13.397 2 1+C2+3+C2+1 2 1+C3+3+C3+i 3 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 %% % 13,398 - 19.110 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 yaa-Y3 % 19.111-24.641 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 96" Custom 17.641-19.397 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 % Yx--'/e 19.398-24.360 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 24.361-31.641 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%-%% 120" 29.641 - 32.515 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 32.516 - 39.641140" 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 Custom --39.641 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 Anchor Group 8 Anchor Group D 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 1+C2+0+C2+1 4 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 '/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 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+C4+0+C4+1 4 1+C4+0+G4+1 4 1+C4+0+C4+1 4 45-1/8" 13.398-14,683 1+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 4+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 fyy4 11.391-12.297 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+C4+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+0+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" %% % 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 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+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 %% % 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 19.114-24.641 1+C3+0+C3+1 2 1+C4+0+C4+1 2 1+C4+0+C4+1 3 1+C5+O+CS+1 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 IT641-19.397 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 21+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' '/n-'/x % 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 -% % 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"-Yi Ya% 32.516-39.641 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 2 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) "1/4-1/2-1/4" 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 � M z > naa > Fo � > O c O O 0 p K o r aao, i r Z lr) Ur N K Oco n 8 U_ co o 0 umo�p 0 z a: OO P U = �.N OMa W ro c H W J W � >� T m Z tO Z rn D J LL Q m I- O ae- N Z U � Z �y z aloes O o O W U to WJ Z Q 1711 Q agll �asaQ sauas OIL % I j I ki a I I / // 1 NO. 58705 17 N ' S�®hIALoffiliktEN A. LYNN MILLER, P.E. P.E.9 58705 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 6063T6At 29 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T6 Al 221 620151 Standard Sash Reinforcement 6063 T6 At 23 620162 H D Sash Reinforcement 6063T6AI 24 620153 Standard Meeting Rail Reinforcement 6005T5At 25 620154 HD Meeting Rail Reinforcement 6005T5At 26 620155 H. D. Horiz. Roller Meeting Rail Reinforcement 6006 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) 41O SS 31 7BM12PPA #8 x 3-112" Ph, PH SMS (Fixed Meeting Rail Screw) 41O SS 32 71669SP Meeting Rail Screw Support Plate 6063 TSAI 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 SIDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 421 76X34PPA #6 x 314" PH. PH SIDS (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 61816C48 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 2.4.45" 3.590" .062" .625" it ii FLANGE FRAME �. lJ O HEAD, SILL & JAMBS FIXED 14 MEETING RAIL 300" 301" "8� .750„ .025" _-au_ 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 15 TRACK 16 SASH RAIL INSERT 316" ►{ U .754 --" .035" -1- 81 EXTRUDED SCREEN FRAME .070" .791"�1.036" .810" u1 " 1. 23 HD SASH 24 STANDARD REINFORCEMENT MEETING RAIL REINFORCEMENT �•'•w,10ENSF�'•`� Fes: •. ... tngy No.58705 FtoRroP.• 'God ss�ONALE �\\ A. Llltb�11r�1�1LER, P.E. P.E.# 68705 1.182" I-ti- 070" 1.041" .130" -►j 1.340" �-- HD MEETING 25 RAIL REINFORCEMENT oso° 715" 21 LIGHTSASH REINFORCEMENT 094" 1.041" 164" 1.340" �-- HD HR MEETING 26 RAIL REINFORCEMENT 2.1 W" 590" �.LLOSS�1JJ 70" L 19 LIFT RAI INTERLOCK riCeAT!, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480.1600 CERT. OF AUTH.#29296 INC. 715I asa' 22 STANDARD SASH REINFORCEMENT vised By. Date; Revision: JR 03/27/17 NO CHANGES THIS SHEET. visad By. Date: Revisrom 3.500" 2.445" 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. 17-0411.09 Expiration D e 09/24/2020 By �� DSMiami-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 NTS 14 OF 15 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 I II II I1/ No.58705 - ZJ 11Y�._.. o` Off'. E) 3W ✓,��� S�QNAL IE<J A. LYNN MILLER, P.E. P.E.# 58705 JR Ta FI F 91 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 rLq 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