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HomeMy WebLinkAboutAPPROVED, 17-0411.08 HR 5510 VINYL IMPACT HORIZONTAL ROLLING WINDOWM IAM I -DADS MIAMI-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and scaled 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 DATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.08 Expiration Date: ,September 24, 2020 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. 10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, 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, Durasealt spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. I5-0903.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No..15-090310) Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M. Plasencia, P.E. Pruct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 611 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20, Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E - 3 2-5 ANCHORS, SEE _ CLUSTER DETAILS SHEET 5 8" MAX..- 3 A, SEE SHEET 3 EQUALLY SPACED ANCHORS PER TABLES 17-22 SEE SILL WEEPHOLE� DETAILS, SHEET3 12-314" MAX. O.C. 8, SEE r — SHEET 3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION C, SEE SHEET4� 76" MAX. BUCK HEIGHT SEE SHEETS 9-16 1-114" MAX- SEE SHEETS 9-16 ❑, SEE � SHEET 4 L_ I I / I I / 0 _ I I X I SFF SILL WEEPHOLE 4" d C. DETAILS, BETWEEN SHEET4 WEEPHOLES 75" MAX. BUCK GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER WIDTH C 72" MAX. BUCK HEIGHT ELEVATION FOR TYP, FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 LARGE & SMALL MISSILE IMPACT RESISTANT 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8" MAX. }•+-- MAX-- .C. _---- _ -- 1 8.94 "MAX- O.C. � . _ - � B, SEE SHEET 3 ,- E, SEE r — SHEET3t r EQUALLY SPACED ANCHORS PER TABLES 23-27 8" MAX. -. ._-------- X _- --------- - ----------- 0 -I I I I I X I I E 63" MAX. BUCK HEIGHT 15-67" MAX. O.C. � E I SEE SILL H 3" MAX. WEEPHOLE 4" O.C. BETWEEN DETAILS, WEEPHOLES - 3" MAX. SHEET 3 — 140" MAX- BUCK WIDTH -- ELEVATION FOR TYP. FLANGE FRAME 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPI-Y WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS- IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" TH[OK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALT. 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 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 6) 114" MAX, SHIMS ARE REQUIRED AT EACH ANCHOR LOCATfON WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E4300. 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 REQUIRFD 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. S) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA: ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZELIGHTER 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: ,,,illllr 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. \��� tV LY `///� 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND `�t � (� .......... f�1 REINFORCEMENT LEVEL, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �,IGEN�� ` TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q• . OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. NQ 587© .'• r 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ACCORDING TO THE INSTALLATION CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET l � . � _� � REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN_ REQUIREMENTS FROM THIS SHEET - z; T€ F 1070 TECHNOLOGY DRIVE SET ARE MET, t 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL, FIN/.I-CHANNEL INSTALLATION. %�� '•z ORIDP`•.'' ��,� N. VENICE, FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. �i S A�' ' �C?\ti� (941)-00-16DO /f/,ONAL �;`\� COPYRIGHT02017PGTINDUSTRIES, INC. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, " t�I I1y I euI RIGHTS R�seRvt INTEGRAL FIN OR EQUAL LEG/BOX), SET; FIGURE B ON SHEET 2. A. LYNts MILLER, P.E. CERT. OF AUTH. #29296 P-E.# 58705 SHOWN AS XOX CONFIGURATION CODES I STANDARDS USED: �2G17 FLORIDA BUILDING CODE (FBC), 6TH EDITION *2G14 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 oANSIIAF&PA NOS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2016 aAISI S100-12 $AISC 360-10 GENERAL NOTES ......................... 1 ELEVATIONS ................................. 1 FRAME, GLASS &ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEGIBOX................. 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS.-.. .................... 5 DESIGN PRESSURES ................... 6-8 ANCHOR QUANTITIES ................. 9-16 EXTRUSION PROFILES & BOM.... 17 ASSEMBLY ...................... ..........._-18 dsed By: Dote: Revision: UPDATED TO FBC 2017. ADDED J R 03/27/17 NOTE TO ANCHOR QTY. TBL& Revised By: I Date: I Revision. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By ! ` Miami-D a Product Control Description: crown ay: GENERAL NOTES & ELEVATION J ROSOWSKI Title: cote: HORIZONTAL ROLLER - LM 05115/15 Series/Model: Scole: Sheet: HR-5510 NT5 1 OF 18 Drowing No. Rev: MD-HR5510-01 B TABLE 4. INDEX OF INSTALLATION METHODS PER FRAME TYPE TABLE 1 ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) 5 718" Laminated I.G.. 118" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with -090" PVB Interlayer 6 718" Laminated I.G-: 1/8" T Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB lnterlayer 7 718" Larrlinated I.G-: 3/16" A Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 118" A Glass with .090" PVB lnterlayer S 7/8" Laminated I.G.. 3/16" T Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with ,09T PVB lnterlayer 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intertayer 11 7/8" Laminated I.G.: 3116" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG lnterlayer 12 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5116" Air Space + 7116" Laminated; (2) Lites of 3116" A Glass with .099' SG interlayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7116" Laminated; (2) Lites of 3/16" A Glass with .090" SG lnterlayer 16 718" Laminated I.G.: 3116" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass with .090" SG lnterlayer SEE SHEET 6, TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHORAGF INFIEX. TAB E 9- At I OWARI F ANCHrlaS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Min. I mbedment" A #10 SMS (steel, 18-8 S.S. or 41D S.S.) P.T. Southern Pine (SG-0.55) TIT Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* W8" 0-0451" (18 Ga-) Aluminum, 6063-T5* 318" 0.050" 3116" steel Ultracon P.T. Southern fine (SG=0.55) 7/16" 1-318" Concrete (min. 2.85 ksi) 1" 1-318" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 318" 0.050" Steel Stud, A653 Gr. 33* 318" 0.0451" (18 Ga.) Aluminum, 6063-T5* 318" 0.063" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" 1/4" steel Creteflex Concrete (min- 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2-85 ksi) 2-1/2" 1-314" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) T, 1-318" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-314" D 1/4" steel Creteflex Ungrouted CMU (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 4" steel Aggre-Gator F/-1 P-T. Southern Pine (SG=0.55) i" 1 318" Grouted CMU, (ASTM C-90) 2" 2" TABLE -3- AI I OXNARI P ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2-1/2" x -131' Common Nail F.T. Southem Pine (SG=0,55) 3/8" 2-7/16' 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) 112" 1-3/8" Aluminum, e063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) Steel, A36* 3/8" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-318" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A35* 31$" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. "A" - ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. Material Min. Fy Min. Fu Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksl 110 ksi Elco Aggre-GatorO 57 ksi 96 ksi Elco UltraCor> 155 ksi 177 ksi 410 SS Eleo CreteFlexO 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 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 WOO€3 BUCKS LESS THAN 1-112" 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 ENGINZER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT" (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. ,�j+ lff/ f I� No.58705 MIN. OF 3 THREADS �D� ST E BEYOND THE , A4O METAL €ttDP,.•'���� SUBSTRATE.E``•�`* 41IL Mit1L�El�i, P.E. P,E.9 58705 Frame Types (see Fig B) Glass Options (see Table 1) InsWiation Conditions Substrate Option Detail Sheet J-Channel (41) 1 - 4 Through the integral fin...... _-into 2XWood Frame/Buckstrip - sheet 4, option 5 ....into Metal -sheet 4, option 8 Through the frame of the window...... .---into 2X Wood Frame/Buckstdp - sheet 4, option 6 .,,.into Metal - sheet 4, option 7 Flange (42) 1-4 Through the frame of the window...... .-..into 2X Wood Frarne/Buckstrip - sheet 3, option 1 .---into Concrete/CMU - sheet 3, option 2 -...through 1X Buckstrip into Concrete)CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 Integral Fin (#3) 1-4 Through the integral fin...... ..-.into 2X Wood Frame/Buckstnp - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the frame of the window.----. ....into 2X Wood Frame/Suckstrip - sheet 4, option 6 ....into Metal - sheet 4, option 7 Box 1 Equal -Leg (#4) 1-4 Through the frame of the window...... ....into 2X Wood FramelBuckstrip - sheet 3, option 1 .—into Concrete/CMU - sheet 3, option 2 ....through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ...,into Metal - sheet 3, option 4 FIGURE B: FRAME TYPES FLANGE BOX OR EQUAL - o LEG a� J-CHANNEL n� I INTEGRAL ❑ IN 11-1� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Revised By, Date: Revision: Expiration Date 09/24/2020 JR 03/27/17 NO CHANGES THIS SHEET. By ✓' - Revised By: Date: Revision. Miami D e Product Control Descripfron: Drawn Esy: GLASSIANCHORS/FRAME OPTIONS J. ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Dote: (941j 480-16r fl 4275 HORIZONTAL ROLLER - LIVI 05/15/15 COPYRIGHTQ 2017 PGT INDUSTRIES, INC. ALL RIGHTsRESERVED Series�Model: Scale: Sheet: Drawing No. Revs CERT. OF AUTH. #29296 HR-5510 NT5 2 OF 1$ MD-HR5510-01 B INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION INSTALLATION EMBEDMENT AND EDGE OPTION 4SEE INSTALLATION NOTES SHEET 2 OPTION '1 DISTANCE PER SUBSTRATE, ANCHOREDTHRCUGH -- — ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. FRAME INTO METAL FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. 114" MAX. SHIM 19 16 SEE NOTE 2, SHEET 2_ 13 FLANGE EMBEDMENT 20 #10 OR #12 STEEL FRAME SMS (135), SEE 37-39 SHOWN TABLE 2, SHEET 2. �\\ O 28 _J\ F 7F_ \ P —n 1/4" MAX SHIM \^�r I FLITE 41 DADE APPROVED MULLION, 29 FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. LIGHT LITE SEE SUBSTRATE PROPERTIES, HEIGHT TABLE 2, SHEET 2 BUCK / \ HEIGHT EXTERIOR a J_ 21 OR 22 OR 23 VISIBLE LIGHT (SEE SHEETS 6-8) HEIGHT TYPICAL FOR ALL SASH WEEP OPT. NOTCHES 80 314" X 114" 1-1f4" X 114" EQUAL LEG d - - FRAME SHOWN a ° INSTALLATION ° OPTION 2 _ ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2, VERTICAL SECTION B-B OPERABLE SASH FLANGE FRAME SHOWN 1 /4" MAX SHIM d 1 . °'. EMBEDMENT r-_1 INSTALLATION OPTION 3 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. (SEE SHEETS 6-8) SEE NOTE 2, SHEET 2- 1 YPICAL FOR ALL "XO" OR "OX" SASH 1/4" MAX SHIM EMBEDMENT 3Q 16 W 29 28 a' I] OPERABLE 43 EDGE SRSH <' dq DISTANCE 7f a.4 r aVISIBLE LIGHT WIDTH E�Ao �11 85 87 TC 9--= VISIBLE 42 EXTERIOR FLANGE 72 LIGHT WIDTH 14 SHOWN FRAME 24 r 25 OR 26 a (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH HORIZONTAL SECTION A -A (OX) TYP. ANCHOR TYPE, l}II EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 4 EQUAL vA LEG (1) AT MID -SPAN OF INTERLOCK FRAME 43 (1) 3-1/2" FROM EACH SASH SHOWN CORNER AND (1) AT CENTER OF SASH STILES/RAILS 30 16 19 1° (SEE SHEETS 7-8) TYPICAL OPERABLE 40 20 OPERABLE 43 FOR ALL "XOX" SASH SASH � _ SASH —sue/I U FIXED -- 11 VISIBLE LITE 5�� VISIBLE LIGHT WIDTH fff'— i r- - r c =, i LIGHT WIDTH D O a 87 85 .-- _J L_J \E2 a VISIBLE i 72 42 EXTERIOR 25 O26 LIGHT WIDTH ice— 72 14 \ (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" FIXED MEETING RAIL EDGE DISTANCE VISIBLE LIGHT FORMULAS (EQUAL-LITE, XO & On WIDTH: BUCK WIDTH 12 - 4-114" HEIGHT: BUCK HEIGHT -7-114' BUCK WIDTH HORIZONTAL SECTION E-E (XOX) 1 f,ABLATION AS PER SECTION A -A ABOVE 1 y \` Y....NA1 No. 58705 3�jIT0,fi TATEF 1070 TECHNOLOGY DRIVE �s� '•`��ORIDP•. ��; N. VENICE, FL34275 //-�� A ' G,\`t��°*° (941)-480-1600 ,off /� rtL. 1 k � `\� GOPYRIGH 2017 PGT RESERVED INDUSTRIES , INC, A. LY MILLER, P.E. P.E.E.# b870-58705 CERT. OF AUTH. #29296 EQUAL -LEG FRAME SHOWN Revised By: Dote: Revision: .J R 03/27/17 NO CHANGES THIS SHEET. Revised By: fie: I Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 0 /24/2020 By Miami-D2fde Product Control Descriptions Drawn 8y: FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Title: Dote: HORIZONTAL ROLLER - LM 05/15/15 SerieslModeh Scale: I Sheet: Qrowing No. Rev. HR-5510 1 NTS 3 OF 18 MD-HR5510-01 1 B INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X EMBEDMENT WOOD FRAME OR BUCK- r STRIP. SEE NOTE 2, EDGE SHEET2. DISTANCE INSTALLATION OPTION 7 ANCHORED THROUGH FRAME SEE INSTALLATION NOTESSHEET2 INTO METAL (INTEGRAL FINXLANGE REMOVED) J-CHANNEL #10 OR #12 STEEL FRAME SHOWN SMS (GH, SEE TABLE 2, SHEET 2. 0 0 E_:0Q1/4" MAK SHIM TYP. ANCHOR TYPE, FIN ANWOR EMBEDMENT AND EDGE FLANGE MAY BE DISTANCE PER SUBSTRATE, REMOVED IN -FIELD 72 SEE TABLE 3, SHEET 2. VISIBLE FIXED LIGHT LITE HEIGHT DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. BUCK EXTERIOR HEIGHT VISIBLE Gir=? 21 OR 22 OR �3 LIGHT OPERABLE a (SEE SHEETS 6-8) HEIGHT SASH TYPICAL FOR SASH-..---= ALL 16 86 45 47 O � OPT. 80 81 _ _ _ Tl====�� fC- = i� FIN FRAME n WEEP NOTCHES 314" X 11411- 1-14' X 114"- FIN FRAME SHOWN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE SEE TABLE 3, SHEET 2. —� EMBEDMENT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET 2. VERTICAL SECTION D-D OPERABLE SASH VISIBLE LIGHT WIDTH (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" FIXED MEETING RAIL 1 MAX SHIM M (1) AT MID -SPAN OF INTI=RLOCK 43 (1) 3-112" FROM EACH SASH CORNER AND (1) AT CENTER OF SASH STILES/RAILS VISIBLE LIGHT FORMULAS (EQUAL-LITE, XO & OX) WIDTH_ BUCK WIDTH 12 - 4-114" HEIGHT; BUCK HEIGHT- 7-114" 1l4"MAX.SHIM i FIXED LITE 37-39 (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" SASH OPERABLE SASH !!� VISIBLE_ LIGHT WIDTH VISIBLE -- ---- {q; LIGHT WIDTH I' 72 24 OR 21s OR 26 14 (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL BUCK WDTH HORIZONTAL SECTION C-C COX" FIXED LITE VISIBLE_ LIGHT WIDTH 72 BUCK WIDTH HORIZONTAL SECTION C--C CXOX INSTALLATION AS PER SECTION D-D ABOVE \ \ ; I IIIII11,. OPERABLE SASH I VISIBLE LIGHT WIDTH No.587p5 0.' 1070 TECHNOLOGY DRIVE i 4ORION. ��� N. VENICE, FIw 34275 SS,A11p' .p..... (941WO-1600 /��/ 8 �11 i� 4;1 �t�� COPYRIGH RIGHTS T INDUSTRIES, RVE� INC. fifIllA. LYNN MILLER, P.E. P.E,# 58705 CERT. OF AUTH. #29296 EXTERIOR EXTERIOR ID INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. EMBEDMENT FIN FRAME SHOWN j EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) INSTALLATION 22 OR 23 OPTION S (SEE SHEETS 7-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL ALL "XOX" (FLANGE MAY BE REMOVED) SASH 11111112 STEEL ,-, 2)SHEET2, J-CHANNEL FRAME SHOWN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Revised By: Date: Revision: Expiration Dat 9/24/2020 J R 03/27/17 NO CHANGES THIS SHEET. By / 1, — Revised By Date: Revision: Miami -Da Product Control Description: Drawn Dy., J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI Title: uate: HORIZONTAL ROLLER - LM 105/15/15 /Model: scale:J'shef:OF eDrnwirrgNa. RevHR-551Q NTS 4 18 MD-HR551 D-o1 B SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT, GLASS ---\, STRUCTURAL SILICONE FOAM - WITH DESICCANT EXT. GLASS BUTYL & DESICCANT FOAM EXT. GLASS POLYISO- - BUTYLEN E SEAL ROLL -FORMED STAINLESS STEM EXT. GLASS 114" NOM. 76 KODISPACE INT. GLASS HOT -MELT BUTYL. 3116" NOM. SUPER S PAC E R®NXT Tm INT. GLASS. ALUMINUM REINFORCEMENT 5116" NOM: DU RAS EA1 C 7a SPACER INT. GLASS DESICCANT FILL AREA 5116" NOM. �--SILICONE SEAL XL EDGEm 79 SPACER INT. GLASS 5116" A/A PVB 7/16" AIR SPACE 1/8" A GLASS aEXTERIOR N. 7s-79 GLASS TYPE 5 718" NOM_ 5/16" HIH SG 7/16" AIR SPACE 118" T GLASS aEXTERIOR 7&-79 GLASS TYPE 10 TYP. GLAZING DETAIL P&tt #1 Description Materlal 76 Kommeding 4SG TIPS Spacer System 77 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet br 78 Quanex Duraseal Spacer Materials 79 Caltiinal A Edge Spacer L-ttrErtlwfvc;� I L=� I rct=rr�I�l a: r l �-L'S1 I r, �syn�s a ayru OM.GLASS fYP. 5/16" A/A PV 7116" AIR SP 118" T G �� EXT 7/8" NOM, B ACE LASS 7s-79 5/16" HIH SG - 318" AIR SPACE- 3/16" A_ GLASS - aEXTERIOR 7/16" A/A SG ---- 114" AIR SPACE - 3/16" _A GLASS - aEXTERIOR "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = 090" TROS€FOLO PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2_ GLASS TYPE 6 718" NOM. GLASS TYPE 11 718" NOM, 5/16" A/A PVB — 3/8" AIR SPACE- 3/16" A_ GLASS Gj EXTERIOR 5116" H/H SG --- 3/8" AIR SPACE - 3116" T GLASS - aEXTERIOR 7/16" A/A SG — 1/4" AIR SPACE- 3/16" T GLASS - aEXTERIOR 7/8" NOM. GLASS TYPE 7 7/8" NOM. GLASS TYPE 12 718" NOM, n GLASS TYPE 15 GLASS TYPE 16 1I€ifl ��•`` ky LYNX GENs 'i No_ 58745 C) SSA E O lam ` 1 Q70 TECHNpLOGY I]RI11E is '•FEORIQa. • ��� N. VENICE, FL 34275 /`,�7ONAL ao eHT� a�7> cr I o xlLs. INC. 1 ! € 1 `` 1 ALL. RIGHTS RESEMM A. LY .E 168705, P.E. CERT. OFAUTH. #29296 P.E.# 68705 5116" A/A PVB 3/8" AIR SPACE - 3116" T GLASS - < � EXTERIOR 7/16" A/A S 5116" AIR SP 1 /8" T G a EXT GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30% GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL O RN FRAMES viwd W. 00te: Revision: J R 03/27/17 NO CHANGES THIS SHEET vised By: Date: Revision: 718" NOM. GLASS TYPE 8 718" NOM. G ACE LASS 76-79 GLASS TYPE 14 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date _09/2412020 By /� Miami -Da roduct Control Description: urawn vy; GLAZING DETAILS J ROSOWSKI Title; Date: HORIZONTAL ROLLER WINDOW - Lull 05/15/15 Series/Alodel: Scale: Sheet: Drawing No. Rev: HR-5510 NTS 5 OF 18 MD-HR5510-01 B TAPI I F• Index to All Design Pressure and Anchor Quantity Tables C�rliig. Max. WidRh Max. Height Glass Type Rein€_ Level Design Pressure Anchor Quarifty Tahle A sheet .9 �t or OX 54, § $ 1 6 6 17 1 9 54" 2 7 6 18 9 63" 3 8 7 19 10 5T 4 11 8 21 11 72' 6-8 4 10 8 20 10 76' 76' 10-12 4 12 8 22 11 14-16 4 12 8 22 11 XOX 120" 63, 5-8 3 9 7 23 12 5 & 6 4 13 B 24 13 7 & 8 4 14 8 25 14 140" 133„ 10-12 4 15 8 26 15 14-1$ j 4 16 8 27 16 - 4" MAX. O.C. 4" MAX. O.C. ---� — 4" MAX. O.C. —} 8" MAX. O.C. 4" MIN. O.C. 5-ANCHOR CLUSTER DETAIL 4-ANCHOR CLUSTER DETAIL 7�3-LANCHOR STER DETAIL 7CLU NCHOR STER DETAIL TABLE 6° Glass Types Design Pressure (lbsm— j 5-8 for XO or OX Windows Reinf. Level R1 Al€ Buck Heights up to 54" All Buck Widths I �0 T-� up to 75" SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINEORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOR SASH WIDTH JAMB EXTERIOR NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT {SHEETS 3-4). SASH SIZE 1S AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 4) "114-112-114" AND "113-113 113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARDS SASH CONFIGURATIONS FALL WITHIN THE RANGE, R H HT MEETING RAIL TABLE 7' Glass Types Design Pressure (lbslfe) 5-8 forXO or OX Windows Reinf. Level R2 All Suck Heights up to 54" All Buck Widths +651-70 up to 75" SEE TABLE 18 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOR SASH WIDTH JAMB EXrE IOR R H HT MEETING RAIL ��t1llliii, \,Y LYNAi Revised 8y: Date: Revision. tcl~Ns� J R 03/27/ 17 CORRECTED TABLE a. Revised By; flute: Revision. • � �. No, 58705 ; p Description: a¢¢� DESIGN PRESSURE TABLES 0 STATE OF "• ' .� ORlf3A. •0� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 rtre: �y //'/&/OVAL. E (S � 1600 HORIZONTAL ROLLER — LM �� iR, t TINDUSTRIES,INS. ALL RIGHTS RESERVED Series/Modef.• Scale Sheet: A. LYNN MILLER, P.E. HR-5510 NTS 6 OF 1 S CERT. OF AUTH, #29296 P.E.# 58705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date' 09/24/2020 By Mianlii-13 roduct Control Drawn 8 . J ROSOWSKI Date: 05/15/15 Drawing No, Rev: MD—HR5510-01 I B 19 IT EXTERIOR a qG RAIL SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) 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)"114-112-114" AND "'113-113-113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TABLE 8: GI-s Types Design Pressure (Ibslfe) 5-8 for XO or OX Windows Rein€ Level R3 All Buck Heights up to 63" All Buck Widths ��� 1-� up to 75" SEE TABLE 19 FOR ANCHORAGE TABLE 9- Glass Types 5-8 Sash Configuration Sash Width Range (in) Design Pressure (IbstW) for XOX Windows Reinf. Lewes R3 Window Buck Height 48" 54" 1 63„ 35-1F4 %3 - 11-391 - 11.391 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 38" Ys %s 34s 12.308 - 12-308 +W 0 € -50.0 +50.0 50-0 +50.0 ; -50.o 45-118" y y-y4 11.331 - 13-397 +50-0 I -50.0 +50.0 -50.0 +60-0 -50.0 11399 - 14.683 +50.0 -50.0 +50.0 -50.0 +50.0 i -50.0 47-34' r /x-% 11.391 - 12,297 +%0 I -50.0 +50.0 -50.0 +50.0 � -50.0 '/3 f Y3 12.298 - 15.E +50.0 -50.0 +50,0 -50.0 +50,13 ' -50.0 52-118" Custom 11.391 - 12-016 +50.0 40_0 +50.0 -50.0 +50.0 -50.0 % f 12.017 - 13.397 +50.0 ; -50.0 +50.0 -5G-0 +50.0 -50.0 -� 13.39$ - 17.016 +50.0 I -50A +50.0 -50.0 +50.0 i 50.0 m Custom 11.391-13.397 +50.G .50,0 +50,0 -50.0 +50-G -50.1) a 6Q" Y Yt % 13.398 - 15,360 +SG.fl -5&0 +50,0 -50.0 +50.0 j -50.0 15.361 - 19-641 +50.0 -50.0 +50.0 -60-0 +50.0 ; -50-0 Custom 11-391 - 13-397 +50.0 i -50.0 +50.0 -50.0 +SO.Q 1 0.0 75" %-yz-Y4 13.398 - 19,110 +50.0 -50.0 +50.0 -50.0 +50.0 ' -50.0 19.111 - 24.641 +50.0 -50.0 +50.Q .50.0 +500.0 -50.0 Custom 18.36G-1g.397 +50.0 , -50.0 +50.0 -50.0 +49.11 -49.1" 96" % fz-'%a 19.398 - 24,360 +50.0 I -50.0 +50.0 -50.0 +50.0 -50-0 Custom 24.361 - 30.3W +50.0 ' -50.0 +50.0 -50-0 +50.0 -50.0 12G" f %-% - - 30.360 +50.0 i -50.3 +50.0 -50.t) +49,1- I -49.1' +501-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE "* MIN. SASH SIZE � WINDOW WIDTH - 59.28 2 w 11111l// LYIVAI . �'c�� •' ytclrlu�F !(� ± � �iVo.5�87o5 a _ STA OR to '/""IIIiI11\,1� A. LYNN MILLER, P.E. P,E.# 58705 trpevml.�,- TV 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1500 COPYRIGHT02017 PGT1NDUMIES, INC. CERT. OF AUTH. #29298 Revised By; pate: Revision: J 03127117 NO CHANGES THIS SHEET Revised By., Revision: PRODUCT REVISED as complying with the Florida Building Code NOA No. 17-0411.08 Expiration Date 09/24/2020 By - Miami -Dad roduct Control DescrfPVon: Drawn By: DESIGN PRESSURE TABLES I J ROSOWSKI rifle: Date: HORIZONTAL ROLLER - LM 105/15/15 %fodel: I Scale: I Sheet: H R-5510 NTS 7 OF 18 Drawing No. Rev: MD-HR5510-01 I B TART R 10' Glass TypE5 Design Pressure (Ibsift2) 6-8 forXOorOXWindows Relnf. Level R4 All Buck Helghts up to 72" All Buck Widths +501-50 up to 75" SEE TABLE 20 FOR ANCHORAGE TART G ar.� TARI 1= 11• TABLE 12: TABLE 13: Glass Types Design Pressure (lbsif ) for 5-8 XO Or OX Windows ReinL Level Window Buck Height R4 48" 54" 63" 25-112" +65.0 E -70.0 +65.0 -70.0 +65.0 , -70.0 28" +65.0 f -70.0 +65.0 -70.6 +65.0 t •70 0 .x 36" +65-0 i -70-0 +65.0 -70.0 +65.0 I -70.0 42" +65.0 ; -70.0 +65.0 -70.0 +65.0 -70.0 0 48" +65.0 -70.0 +65.0 -70-0 1 +65.0 j -70.0 60" +135.0 ' -70.f3 +65,0 -70-0 +65.0 75" +15ED -70.0 +65-0 .70,0 +r54.3' -64.3" * +651-70 FOR. GLASS I YI't-5 b-tb SEE TABLE 21 FOR ANCHORAGE Glass Types Design Pressure (Ibsifi2) for XOX 10 -12 Sash Configuration Sash Width Range (ill) Windows Reinf. Level Winslow Buck Height 48" 54" 63" R4 Custom 11.391 - 13.397 +65.0 -110,0 +65.0 -110.0 +65.0 -110,0 60" %-Y, 13.398 - 15.360 +65,0 -110.0 +65,0 -110,0 +65.0 -110.0 %-J-/ 15.361 - 19.641 +65.0 -110,0 +65.0 -110.0 +65-0 -110.0 Custom 11.391 - 13,397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 75" Y,-%-% 13,398 - 19A10 +65.0 -110.0 +65.0 -110-0 +65.0 -110.0 -Ys--% 19AI1-24.641 +.65.0 -110,0 +65.0 -110.0 +65.0 -110.0 3 Custom 17.64t - 19.397 +65.0 -110.0 +65.0 -110.0 +65.C* -104.W Y,-/ %- 19.398 - 24.360 +65.0 -110.0 +65.0 -110.0 +65.0* -109.5' 96" Custom 24.361 - 31.641 +65.0 -110.0 +65.0 -110.0 +66.0 -110.0 29.641 - 32.515 +65.0 -110.0 +66.0 -110-0 +65.0* -104.6* 120" y%s-'/s 132,516 -39.641 +65.0 -110.0 +65.0 -110.0 +66.0 -110.0 140" Custom ** - 39,041 +65.0 -110.0 +fi5.0 -110.0 +65.0* -104.6* * +651-110 FOR GLASS TYPES 11 & 12 TAQ! C 19- SEE TABLE 26 FUR ANL;H(JKAGt ** MIN. SASH SIZE = WINDOW WIDTH -60.72 2 Glass Types 14- 16 Sash Configuration Sash Width Width (in) Design Pressure (Ibslft2) for XOX Windows Reinf, Level R4 Window Buck Height 48' 54" 63" Custom 11.391 - 13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 60"- 13.398 - 15.360 +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 f-13-''%a 15.361 - 19.641 +65.0 -110.0 +65,0 -110,0 +65.0 -110.0 Custom 11.391-13.397 +65,0 -110.0 +65.0 -110.0 +65.0 -109.3 o 75" '/a-YI_% 13.398 - 19.110 +65-0 -110'0 +65.0 -110.0 +65.0 -102A Y3-%-Y 19.111 - 24.641 +65.0 -110.0 1 +65.0 -110.0 1 +55.0 -102.9 °0 Custom 17.641 - 19.397 +65.0 -110.0 1 +65.0 -110.0 +65.0 -97.4 96" %-%-% 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0 -92.0 Custom 24.361-31.641 +65.0 -110.0 +65.0 -110.0 +65,0 -88.4 f-'/z-1 29,641-32,515 +65.0 -110,0 +65.0 -109.8 +65.0 -84.3 1201, y3-/3-%s 32.516 -39.641 +65.0 -110.0 +65.0 -1Q5.0 +65.0 -80'a 140" Custom '+ - 39.641 +65.0 -110.0 +65.0 -105.0 1 +65.0 •90 0 'oGr- I VDLC L! TvR n�Vc..n yr v\Vc Glass Types Design Pressure (tbsif€)for 10-12 & 14-16 XO or OX Windows Reint Level Windom Buck Height R4 54" 63' 6" 25-112" -110.0 +65-9 ? 110-07 -+65() V3 28' +65.0 -110.0 +65.0 , -110.0 +65.1 -110.0 0 x. 36" +65.0 1-110.0 +65.0 ; -110.0 +65.0 ? -110.0 42" +65-0 -110.0 +65.0 1 -110-0 +65.0 ' -110.0 0 4g". +g5-0 ` .110.0 +65-0 1-110.0 +65.0 j -110,0 60" +65-0 -110,0 +65-0 ` -110.0 +65.0 -93.9 75' +65.0 -110-0 +65.0 1 -103.5 EXTERIOR 0 SEE TABLE 22 FOR ANCHORAGE SASH WIDTH 0-�1 JAMB EXTERIOR NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) "1f4-112-14' AND "t13-11? t/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 �y�4tLYIVAI llir���r ��.�`A .• L3CENSE s(r� No. 58705 �i :'��''•A'CtJR40�'.•'• \�� IilfJ�111`�SS� A. LYNN MILLER, P.E. P.E.# 58705 Glass Types 6 & 6 sash Configuration Sash Width Range (in) Design Pressure (IbSM) for XOX Windows Reins. Le el R4 Window Buck Height 36" 4W 54" 63" Custom 11.391 - 13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -65.3 s 60" %- f -% 13-398 - 15.360 +65.0 -70.0 +65.0 .70.0 +65.0 -70.0 +65-0 -70.0 X-A-M 15.361 - 19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 Custom 11.391 - 13.397 +65.0 70.0 +65.0 J69,6 +63.3 -63.3 +53.2 -53.2 75' %-Y,-% 13.39B-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -66.5 +56.2 -56.2 m % f -% 19.111 -24.641 +65-0 -70.0 +65.D -70.0 +65.0 -70.0 +65.0 -66.0 96" Custom 18.360 - 19,397 +65.0 -70.0 +59.9 -59.9 +55.5 -55.5 +49.1 -49.1 %-%-% 19,398 - 24.360 +65.0 -70.0 +62A -62.1 +58.0 -5&0 +50-3 -60.3 Custom 24.361 - 30.360 +65.0 -70.0 +65.0 -70-0 +65X -67.3 +57.0 -57.0 120" %-Y,-% ** - BO.360 +65,0 -70.0 1 +59.9 59.9 1 +55.5 -55.5 +49.1 -49.1 ** MIN. SASH SIZE - YVINUUVV VVIu € H - 5&.:eb SEE TABLE 24 FOR ANCHORAGE TABLE 14: 2 Glass Types 7 & 8 Sash Confguratron Sash Width Range (in) Design Pressure (Ibslfe) for XOX Windows Reinf. Level R4 Window Buck Height 36' 48" I54 63" Custom 11.391-13.397 +65.0 -70.0 +65.0 -70,0 +65,0 -70,0 +65.0 -70.0 60" Y4-X-% 13.398 -15.360 +65.0 -70.0 +65.0 -70,0 +65.0 -70.0 +65,0 -70.0 -% '% 15.361-19.641 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 +65.0 -t-0 Custom 11.391 - 13.397 +55.0 70.0 +65.0 70.0 +65-0 70.0 +65.0 -70.0 75" Y4- f 13.398 - 19.110 +e5.0 -70.0 +6&0 -70.0 +65.0 -70.0 +65.0 70X Y-Y.-% 119,111 -24.641 +65.0 -70.0 +6&0 -70-0 +65.0 -70.0 +65.0 -70.0 Custom 18.360 -19.397 +65.0 -70.0 +65.0 -70-0 +65.0 70.0 +65.0* -67.2* ge, 19.398 24.360 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0* -68.8* Custom 24.361 - 30.360 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 -70X 120" %-C Y4 ** - 30.360 +65.0 -70.0 +65.0 -70.0 +65.0 1 70,0 +65.0* -67.2* * +651-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR *" MIN. SASH SIZE = WINDOW WIDTH - 59,28 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FLAME TEES & CONFIGURATIONS) F I I , FAV all 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-00-1600 COPYRIGHTC=7 PGT INDUSMES, INC. CERT. OF AUTH. 429296 GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 0 FIN FRAMES Revised 19y: Data: Revision: J r1 1 031271 q i NO CHANGES THIS SHEET. Date: I Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami-D a Product Control Aescriptinn: Users ay. DESIGN PRESSURE TABLES J ROSOWSKI Title: core: HORIZONTAL ROLLER- LM 105/15115 /Model: Scale: Sheet: Drawing No. Rev: HR-5510 1 NTS 1 S OF 18 MD-HR5510-01 I B TABLE 17: Glass Types Anchor Quantities for XO orOX Windows 5-8 Sash Width 30" Height 36 Height 48 Height 54" Height 30FF Height 36fl Height 48 Height 54 Height Head aea Head 0 ea Head m Head ea E ea Hd Eea Head ea Head ea Head Reinf. Level {inj & Sill f4 & Sill `; & Sill -" & Sill -. & Sill 1° & Sill & Sill 4 & 5ill .� R1 Anchor Group A Anchor Group C 25-112" 12,147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 15 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 14 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 m 4211 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 31, 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 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 0 60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group 8 Anchor Group 25-1/2" 12.147 1+C2+1 2 1+C2+1 3g+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2811 13.397 1+C2+1 2 1 +C2+1 3 3 1+C2+1 3 1 +C2+1 2 1+C2+1 3 1+C2+1 3 1 +C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 33 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+ 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Glass Types Anchor Quantities for XO orOX Windows 5-8 Sash Width „ 30 Height 3I3"Heigh! " 48 Height ,I 54" Height 3fl Height FI 36 Height „ 48 Height „ 54 Height Head OE Head Head Head Head 2- Head 0 Bead E Head Reinf, level �In) & Sill t° &Sill & Sill & Sill & Sill 0 & Sill & Sill & Sill `; R2 Anchor Group A Anchor Group C 25-112" 12,147 1+C2+1 2 1+C2+1 3 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 36.1 17.397 2 1+C2+1 3 1+C2+1 3 1 +C2+1 3 m Not Allowed 1+C2+1 42" 20.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 12 t+C2+1 3 1+C2+1 3 1+C2+1 3 0 1+C2+1 2+C2+2 60" 29.397 12 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group 0 25-112" 12.147 1+C2+1 21 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 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 U 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 Ca 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 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 21 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. SEE TABLE 7 FOR DESIGN PRESSURE Max. Anchor O.C. Spacing for "Integral. Fin" Installation Anchor craw E Anchor Groin F 3,8" 4" GUIDE TO USING ANCHOR QUANTITY TABLES 'FOR OX WINDOWS (XO SIMILAR.): ANCHOR QUANTITY PER JAMB 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + {2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET 6 SEE ELEVATION, x SHEET i SEE ELEVATION, SHEET 1 MEETING RAIL f__7�­ REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 1+G3+2+G3+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 (2) 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 t SEE ELEVATION, SHEET 1 SEE ELEVATION, SEE / X r 77 / Q X SHEET ELEVATION, / SHEET 1 MEETING RAIL SEE CLUSTER DETAILS, REPEAT ANCHOR PATTERN AT SILL SHEET 5 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" NOTES: 1) FRAME DfMENSIONS 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-N o. 17-0411.08 Expiration Date 09/24/2020 By Mi; m ADDED NOTE TO ANCHOR a QTY. TABLES. LO LLIo n O o tY U C) I) 0 aT 0 I� LL o (D uunp ❑ Z Z LL ; O FY SMa CD � Lu � ti� 00 Z O I [� _j J c) 04 (� 4aaus ❑ Qom. Z O O o o N �- Lull) UE LU z O I'--)-;G ;fJ1l saes A. LYNN MILLER, P.E. P E.# 58705 TABLE 19' Glass Types Anchor Quantities for XO or OX Windows 5 - 8 Sash Width 30" Height 36" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Head E Head Head rz Head Head 02 Head O Head E Head E Head E Head E Reinf. Level (in) & Sill I 1-3 & Sill & Sill & Sill IM & Sill W & Sill & Sill & Sill & 5111 &Sill ; R3 Anchor Croup A Anchor Group C 25-112" 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 14 1+C2+1 4 15 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 t3 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+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 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 c 60" 29.397 2+C2+2 2 2+G2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 � 75" 36.897 2+C2+2 21 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Anchor Group B Anchor Group D 25-112" 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 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 4 1+G2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+G2+1 3 1+G2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 Y 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m a 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 75" 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 4 2+C2+2 4 2+C2+2 4 SEE TABLE 8 FOR DESIGN PRESSURE Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.5' 4" i nu..w...e.u. Glass Types Anchor Quantities for XO or OX Windows 8.8 Sash 30" Height 36" Height 48" Height 54" Height 63" Height 1 72" Height 30" Height 36" Height 48" Height 54" Height 63" Height 72" Height Width Head fl E Head Mead -0 E Head ' E Head E Head E Head -M E Head -0 E Head " E Head E Head -0 E Head .a E Reinf. Level (in) & sill � &Sill & Sill `; & Sill `, & Sill " & sill & Sill & Sill & Sill S° &Sill &Sill &Silt R4 Anchor Group A Anchor Group C 25-112" 12.147 1+C2+1 21 1+G2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 51 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 141 1+C2+1 151 1+C2+1 5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 14 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 u 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" 36,897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 a - 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C3+1 5 1+C3+1 5 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C3+1 41 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1- 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 41 2+C3+2 4 2+C3+2 5 2+C4+2 51 2+C2+2 121 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 151 2+G4+2 5 75" 36,897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 SLL I ABLL 10 FOR DESi alN 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" Installation Anchor Anchor Group E Group F 3,2" 1 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE~ IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USINGTHESE TABLES. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By IVliami"Da Product Control ADDED NOTE TO ANCHOR QTY. TABLES. REMOVED a GLASS 5 FROM TABLE 20_ LO ? L0 hab C) n O a �> o tN Q m F- sa Q LL d O 0 u,u,tl�(j r I ID 0 LLj CU(-)o �j 'ON 900 W - co < W � O m z a7 o H CY �UJ LI_ o J (D O T Cl Z X :z apn�s CD LL d O O � L) Q O api1 ��saQ sai�as OgaY LYN/V No. 58705 O• S i4TE OF ' (��: A. LYNN MILLER, P.E. P_E.#k 58705 TABLE 21' Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width 30" Height 36" Height 148" Height 54" Height 1 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Head o Head Head Head Head Head OE Head 0 Head n Head Head QE Reinf. Level {in) & Sill � & Sill � & Sill &Sill & Sill j:ff & Sill & Sill `; & Sill &Sill `� -, &Sill fO -, R4 Anchor Group A Anchor Group C 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 -15 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 9 36" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 :342" Not Allowed 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 46" 23.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a 60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 1 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group D Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 13 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 28" 13.397 1+C2+1 2 1+C2+1 3 I+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 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 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 4831 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 13 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+C3+2 4 2+C2+2 12 2+C2+2 31 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 41 2+C2+2 12 2+C2+2 31 2+02+2 4 2+C2+2 4 2+C2+2 4 SEE TABLE 11 FOR DESIGN PRESSURE TART E 22• Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fill" Installation 47 Glass Types Anchor Quantities for XO or OX'llriindows 10-12 & 14-16 Sash Width 30" Height " 36 Height 48 Height „ 54 Height 63" Height 7fi" Height 30 Height � 36 Height 48' Height 54' Height 63" Height „ 76 Height Head Head Head Head x' Head Head Head ° Head f Head � Head Head Head Reinf. Leval (In) &Sill &Sill & Sill & Sill �° & Sill & Sill & Sill ro & Sill & Sill A & Sill & Sill & Sill -� R4 -� s 7 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 4 1+C2+1 5 1+C3+1 5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C3+1 5 1+C3+1 5 X36" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 m N©t Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 0 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 15 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 45 28" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+.1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+ C3+1 a 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 a 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 a 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 60" 29,397 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 SEE TABLE 12 FOR DESIGN PRESSURE MINIMUM ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. Q.C. SPACING SHOWN ON THE ELEVATIONS. NOTES, 1) FRAME DIMENSIONS ARE BUGK WIDTH AND BUCK HEIGHT (SEE. SHEETS 3-4). SASH SIZE I; AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION, SHOWN ON THE TABLE. 3) SEE SHEET 9 FORA GUIDE TO USING THESE TABLES_ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 0912412020 By Miami -©ad roduct Control ADDED NOTE TO ANCHOR a QTY. TABLES. ci z � U) �i Lo � ILLI C)o Q as°Q ❑ L0 Z LQ LLI 0 N (D 1 Q JO S uMop z ry E T• U ?Y U U a O¢ W o!V NO 9� C) 11J rr m ti - � o Q r ' D% I IL IL- J F-- 0t rn Zco 1aa45 ® N Q F-- Z 7 r/ Z afn S Q IL p O U Lo LU U Z O 13'_ awl --aS sauas VOCEN� � No, 58705 'ceOR10P. 11�qq�� rYAL 4 � `1\\ A_ LYNN MILLER, P.E. P.E.# 58705 TABLE 21 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS_ Mass Types 5-8 Sash Sash Anchor Quantities for XOX Windows 24" Height 9 SY' Height B 36" Height g 48" Height � 54" Height 9 63" Height 24" Height 9 g 30' Height 9 36" Height 9 413' Height 9 54" Height 9 63" Height 5 Reinf. Level R3 Configuration Width Range (in) Head &Sill Head & Sill Head & Sil} Head & SiII Head S71 Head Sill @ Head & SII1 Head &Sill Head &Silt Head & 5i11CIF Head & Si1! Head $ 51lI Anchor Group A Anchor Group C 35-14' %-%- 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+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+C+C2+1 2 1+CZ+0+C2+1 3 1+C2+p+C2+1 4 1+C2+fl+C2+1 4 1+C2+C+C2+1 4 38" %a-f -Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2-EO+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 %r%-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1. 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-if8" Y3-f -%3 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 '/a-Y2-Y4 11.391-12,297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+CZ+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+CZ+1 4 47-3/4" f-% 12.298 - 15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+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 Custom 11.391 - 12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-118" Y,-Y,-'% 12,017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -%3-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+C+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 - 13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CZ+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1 1+C2+1+C2+1 4 n 6T %-?4-f 13.398 - 15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 41 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 '/3-Y3-Y, 15.361-19.641 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4#+C2+Q+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2�1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %-%-% 13,398 - 19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 J-'%3-%3 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" %-%-'/a 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4LI+C2+2+C2+1 3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 .1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361 - 30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+14 1+C2+2+C2+1 4120" Y-Y **-30,360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 43+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1}C2+3+C2+1 4 Anchor Group 8 Anchor Group D 35-1/4" %-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 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" %-Y % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Y 11.391-13.397 1+G2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-118" -%-% 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 -%-% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 47-314" -%-Y 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 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+O+C2+1 4 1+C2+0+C2+1 4 11+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 52-118" %-%z-Y, 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+G2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %3-%-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 60" l-%-% 13.398-15,360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -/-% 15.361-19.641 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13,397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1.4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" /-f % 13.398 - 19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 %a-%-% 19.111 - 24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1141+C2+2+C2+1 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" '/a-%-% 19,398-24,360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+11+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361 - 30,360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+3 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 41+C2+2+C2+1 41+C2+2+C2+1 4120" %-%z-'/a *"-30.360 1+G2+3+C2+121+C2+3+C2+1 2 1+C2+3+C2+1 3 i+C2+3+C2+1 4 1+C2+3+C2+1 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1 1+C2+3+C2+1 4 1 1+C2+3+C2+1 4 1+02+3+C2+1 4 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Groin E Anchor Group F 2R' 4-1 SEE TABLE 9 FOR DESIGN PRESSURE MIN.. SASH SIZE = WINDOW WIDTH - 59.28 NOTES: 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "V4-112-1/4" AND "1/3-113-1/3" 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 cornpfying with the Florida Building Code NOA-N o. 17-0411.08 Expiration Date 09/24/2020 By......._._.-. Ntiami-Dade ~ roduct Control ADDED NOTE TO ANCHOR a QTY. TABLES. LO C!? 'nab 0 w a L0 0 U)LU o o z LL La �^ � La L7 d a 12f O O QCDuMn1C7 Lj p U 'ON S410 W 0 z ¢ I- W -t 2 UJ J � Z py7 O LLi LL 0 C%4 �- o - N < VJ Z z alGaS 0 0 0 0 () tO U z 0 1�aY LYnry f• L.iCEN& 1( � ti _= ►Vo. 58705 r (af - �O�' uTA E bF '-''tORIDP` . \C�•� A. LYNN MILLrR, RE. P.E# 58705 TABLE 24' MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 5 & 6 Sash Sash Anchor Quantities for XOX Windows „ 24 Height 30 Height 36" Height 48' Height 54' Height 63' Height 24" Height 30" Height 36 Height " 48 Height " 54° Height 63' Height Reinf. level R4 Configuration Width Range (in) Head &Sill Head & 5i11 Head &Sill E Head & Sill Head & Sill Head & SIll E Head & Sill Head & Sill E Head & Sill Head & Sill M Head & Sill -� Head & Sill Anchor Group A Anchor Group C t '5 no m a 35-114° Y-Y Y 11.391-11.391 Not Allowed 1+C2+0+C2+1 2 1+C2+0+C2+1 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %-%-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+11+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1]41+02+1+C2+1 1+C2+O+C2+1 4 -f -Y, 11.391 - 13.397 1+C2+0+C2+1 2 1+C2+0+02+12+O+C2+1 ]21+C 3 1+C2+0+C2+1 4 1+C2+O+C2+11+C2+0+C2+1 445-118" ��- f -� 13.398 - 14.6$3 1+C2+0+C2+1 2 1+C2+0^+C2+1 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+11+C2+0+C2+1 4 47-314" f-•%-'/ 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 l+C2+1+C2+1 4 1+C2+1+C2+1 4 -y3 -y3 12.298 - 15.558 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 52-1I$' Custom 11,391 - 12,016 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 f -y,-% 12.017 - 13.397 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+G2+1 3 1+C2+1+£2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -�-� 13.398 - 17-016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 60" Custom 11,391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 X-Y-Y4 13,398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 y3-y3 r 15.361-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4]+C2+0+C2+1 4 11+C2+0+C2+1 4 75" Custom 11.391 - 13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Y,-%-'Ya 13.398-19.110 1+C2+2+C2+1 2 1+02+2+C2+1 2 14C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 %—%-% 19.111 - 24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2]+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 96" Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 %-Y2-Y4 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24,361-30.360 1+C2+2+C2+1 2 11+C2+2+C2+1 2 1+C2+2+C2+1 3 1+G2+2+C2+1 4 l+C2+2+C2+1 4 1+C2+2+C2+1 4 12O" Y4-'/a-'/a -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group B Anchor Group 0 35-114" 1 %--%-', 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2--O C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 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+02+1 4 1+C2+0+C2+1 4 38" f-Y-Ya 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 141+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Y4-%-Y 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+11+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 445 -118" -%-% 13.398-14.683 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+11+C2+0+C2+1 2]+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Y-Y2-%11.391 - 12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+11+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4' Ya-%-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 11+C2+O+C2+1 2 9+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+02+1+C2+1 4 r � 52-118" %-.j-% 12.017 - 13.397 1+G2+1+C2+1 2 1+C2+1+G2+1 2 1+C2+1+G2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+G2+1+C2+1 4 1+C2+1+G2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C241 4 1+C2+1+C2+1 4 1+G2+1+C2+1 4 -Y-Y3 13.398-17.016 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C'2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391 - 13.397 1+02+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C241 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C241+C2+1 4 6D" f-%-Y 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 '/3-Y Y 16.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 - 18.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" '/a-'%x-% 13.398 - 19,110 1+C2}2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 -%-Y 19.111-24.641 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" X-%-% 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+G2+1 4 1+C2+3+C2+1 4 Custom 24.361 - 30.360 1+C2+2+C2+1 2 14C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120" %-Y2-Y ""-30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C241 4 1+C2+3+C2+1 4 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE * MIN. SASH SIZE = WINDOW WIDTH - 59.28 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). Max. Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. Spacing for "Integral- Group F 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. Fin" Installation 4" 4) "114-112-114" AND "113-113-]13" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 BY - Miami-DadeAProduct Control m 3 er 1� L j nab LL! LU ir) O o n Of co O L] o z r a}oQ 1- in C7Cq O (L rn _ Z L 0 (3 uM 01Q ^ CO = LLf 7 O U U C) E Iry DMa LLl — Oo = < L W I LLI . 00 rn o LL O F- _I M H0 — O}aa4S F-.. D Za[paS ° o U fl' Ln ZZ al}i� �saQ sa?res A. LYNN MILLED, P.E. P.E.# 58705 TAW c 19;• MINIMUM ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 7 & 8 Sash Configuration Sash Width Range in g Anchor Quantities for XOX Windows 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height i 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height Reinf. Level R4 Head & Sill n E Head & Slll s+ E m Head & Sil€ a E m Head & Sill o E Head & Sill �,CU n E Head & Silt n E m Head & Sill n E }lead & Sill E Head & Sill E Head & Sill ca E Head & SilI E m Head & Sill E m Anchor Group A Anchor Group C =0 s a c 35-1f4" Y-Y^Y3 11-391 - 11.391 Not Allowed 1+C2•+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+G2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %_J X 12.308 - 12-308 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2-+-O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1f8" '�- 3- 4 Y, 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 j.r 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+G2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 47-3/4" -y,-y4 11.391 - 12,297 '1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2t1*C2+1 4 %-Y3-Y3 12.298 - 15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 52-1 f8" Custom 11,391 - 12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+G2+1 4 1+C2+1+C2+1 4 y, _y,-f 12.017 - 13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1-+C2+1+C2+1 4 1+C2+1+G2+1 4 f _Ya-Ya 13.398 - 17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0-+C2-r1 3 1-+-C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 6O" Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1-+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1-kc2+1 4 3 f� 3- 3% l 15 361 - 19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 75" Custom 11.391-13.397 1+C2-+-3}C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3{C2+1 4 Y/4 -/2Y/ Y[ l4 13.398 - 19.110 1+C2+2+C2+1 2 1+C2-+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 -Y,.% 19.111-24.641 1+C2+1+C2+1 2 1+G2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+02+1 4 1+G2+1+C2+1 4 1+C2+1+G2+1 4 96" Custom 18.360 - 19,397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+G2-{-3--C2-+1 4 1+C2+3+C2+1 4 '/ / f -/2-Y4 19.398 - 24.360 1+C2+3+G2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+G3+3+C3+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+G2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 120" j-j "-30.360 1+C2-=3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Anchor Group 13 Anchor Group D 35-1f4" f-Ys 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+O+C2+1 4 1+C2+0+C2+1 4 1+G2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1-+C2+0+C2+1 4 1-+C2+0+C2+1 4 38" Y f-Y3 12.308 - 12.308 1+G2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0-YC2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2-+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 y_iz-y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+G2+1 3 1+C2+0+C2+1 4 1+G2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+7 2 1+C2+0-+C2+1 3 1+C2+0+C2+1 4 1+G2+0+C2+1 4 1+C2+0+C2+1 4 45-118" -f -Y, 13.398-14.6$3 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C2+0+C2+1 3 1+G2+0+C2+1 4 1+C2f0+C2+1 4 1+C2+0-+C2+1141+C2+0+C2+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+4+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 %_y2_% 11.391 - 12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+G2+1+C2-+-1 4 1+C2+1+C2+1 4 1+C2+1+C2+11+G2 -1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1•+C2+1+C2-+1 4 i+C2+1+C2+1 4 473/4" Y f Y, 3- 3- 3 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2-+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+11+C2+0+C2+1 2 1+G2+0+C2+1 2 1+G2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 - 12.016 1+C2+1+C2+1 2 t+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+11+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-i/8" t 7 7 /-f -� 12.017 - 13.397 + - i + 1 C2 1 C2 1 2 + { { } 1 C2 1 C2 1 2 + } { } 1 G2 1 C2 1 3 + + + + 1 C2 1 G2 1 4 } } + } 1 C2 1 C2 1 4 + } { ++ 1 C2 1 C2 11 '+ + + C2 1 C2 1 2 + { + + 1 C2 1 C2 i 2 + } } } 1 C2 1 C2 1 3 { } } + 1 CZ 1 C2 1 4 { + + + 1 C2 1 C2 1 4 + } + { 1 C2 1 C2 1 4 13.399-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+G2+i 3 1+C2+0+C2+1 d 1+C2+0+C2+1 4 1}C2+0+C2+1 2 1+C2+0+C2+1 2 1+G2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4Custom 11.391 -13.397 1 C2 1 C2 1 2 1 C2 1 G2 1 2 1 C2+1 C2 1 31 C2 1 C2 1 4 1 C2 1 C2 1 41 C2 1 C2 11 C2 1+C2 1 2 1 C2 1 C2 1 2 1 C2 1 C2 1 3 1 C2 1 C2 1 4 1 C2 1 C2 1 d 1 C2 1 C2 1 4 60"%f-y, 13,398 -15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+G2+1+C2+1 3 1+G2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+11+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+G2+1 4 1+C2+1+C2+1 4 15,361 - 19.641 1+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C2+0+C2-+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+11+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+G2+1 4 custo€n 11.391 - 13.397 1+C2+3+C2+1 2 1+C2+3+G2+1 2 1+G2+3+C2-+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+11+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1-E-C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" /-y f 13.398 - 19.110 1+C2+2+C2+i 2 1+C2+2+C2+1 2 1+C2-+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+G2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2}C2+1 4 1 1+C2+2+C2+1 4 1+C2+2+C2+1 4 /_yam f 19.111-24.641 1+C2+1+C2+1 2 1+C2k1-+C2-+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+-C2+1 4 1+C2+1+C2+1 4 Custom 18.360 �-19.397 1+C2+3+02+i 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1�+G2-+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+G2+1 4 1+C2+3+C2+1 4 961, X- Z- j 19.398 - 24.360 1+C2+3-+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2-+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+G2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 i+C3+2+C3+1 4 1+C2-+2+C2+1 2 1+C2+2+C2+1 2 1+G2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+G2+2+G2+1 4 120" %-Y2-Y -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 t+C2+3+02+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+(-2+3+C2+1 2 1 1•+C2+3+C2+1 3 1+C2+3+C2-+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 *' MIN. SASH SIZE = WINDOW WIDTH - 59.28 NOTES' SEE TABLE 14 FOR DENGN PRESSURE Max. Anchor O.C. Anchor 2 1) FRAMF DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE Group F FIGURES ON SHEETS 6-8, Spacing for "Integral- 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. Fin" Installation 8.7" 4) "1/4-1/2-1/4" AND"1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By /FI Miami -Da Product Control ADDED NOTE TO ANCHOR QTY, TABLES. m Z t j nab uS it r 1i O _ o �> 0 71 C] Cam] w Lf)ti LO alaQ 9) U' cv � L0 j M F = Cg © Lf 0 () u�xo�0 Z co N - _ Ld- err �U0 W -ord ¢ r 0. ct- 0. 0 Ct T J U O ._1 d- �- O r N Z cif 7aa45 © 44: Z - vy z � Q T � Z afQa� O O O LO in Q O al711 -�saQ sailas \pl,Y LY%�'�,s. Q�•. • LIGErVs� �(��� No, 58705 � O ` g7pr fi f"/ O()/VRL A. LYNN MILLER, P.E- . P.E.# 58705 Tani E 9n' MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. 0_C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 10 - 12 Sash Sash Anchor Quantities forXOX Windows 24" Height 30" Haight 36' Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height Reinf. Le+�l R4 Configuration Width Range (in) Hlead & Slll Head & Sill sz Head &Sill Head &Sill 9 m Head & S111 Q Head & Sill Head & SHI a Head $ Sill xa Head & Sill n Head 8 5i11 sz Head & Sill Q Head &Sill Anchor Group A Anchor Group C o m o 35-1I4" J-%-%s 11.391 - 1'1.391 Not Allowed 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+- +C2+1 4 1+C2+0+C2+1 4 38" Y3%-I 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+02+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 45-118" J-%-Y, 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C3+O+G3+1 4 -/-%s 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 47-314" -'/z y4 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 -/3-%a �` 12.298 - 15.558 1+C2+0+C2+1 2 1+02+0+C2+1 2 11+C2+0+C2+1 3 1 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 52-1/8" Custom 11.391 - 12.016 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 %-%-y4 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 �a--ys % 13.398 - 17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 60" Custom 11,391-13.397 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 'I+C3+2+C3+1 4 1+C3+2+C3+1 4 Y4-YI-Y4 13.398 - 15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 Y3-'/s-% 15.361 - 19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+7 3 1+G3+O+C3+1 4 1+C3+O+C3+1 4 1+C4+0+C4+1 4 75'" Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 i+C2+3+C2+4 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 '/a-Y l 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 i+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 %-% 19.111-24.641 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+O+C4+1 4 96" Custom 17,641-19.397 1+C2+3+C2+1 2 1+G2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+04+1 4 '/a-'/z-'/a 19,398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 f% % 24.361 - 31.641 1+C2+2+C2+1 2+C2+3+C2+2 2 2 2+C2+2+C2+232 2+C2+3+C2+2 2 2+02+2+C2+2 2+C2+3+C2+2 3 3 2+C3+3+C3+2 2+C3+4+G3+2 4 4 2+C3+3+C3+2 2+C3+4+C3+2 4 4 2+C4+3+C4+2 2+C4+4+C4+2 4 4 120" 29.641-32.515 %-Ya-% 32.516-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+iffi+4+C3+2_4j2+C4+4+C4+2 +-3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140" Custom --39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+G2+3+ 4 2+C4+4+04+ 4 Anchor Group B Anchor Group D 35 114'" Y3-Y % 11.391 - 11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+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 33" %s %-Ya 12,308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+G2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 %-% % 11.391-13,397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 45118" -Y3-Ys 13.398 - 14.683 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 % '/z --% 11.391 - 12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+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+02+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47-314" Y Y Y3 12.298-15.558 1+C2*0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 41+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391 - 12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 41+C2+D+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 62-118" %.-%-% 12017-13,397 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+O+C3+1 41+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 s 13.398-17.016 1+G2+0+C2+1 2 1+C2+0+C2+1 2 1+G2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 41+C2+0+C2+1 2 1+C2+O+G2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 �%-�-� Y Custom 11,391 - 13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 41+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 ra fi0" Y.-Y,-'/a 13.398-15.360 1}C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+G2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 41+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+G3+i+C3+1 4 o Y3 % 15.361-19.641 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+O-+C3+1 4 1+C4+0+C4+1 41+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 i+C4+0+C4+1 4 c Custom 11.391-13.397 1+C2+3+C2+1 2 t+G2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C3+3+C3+1 4 1+C3+3+G3+3 41+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+G3+1 4 1+C3+3+C3+1 4 75" Y,-Yz-y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+�}+3+C4+1 41 i+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 Y3-%-% 19,111-24,641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+04+1 4 1+C4+0+G4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 96" %-Y,-Y, 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 -Y-% 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+t;4+3+C4+2 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 i+C3+2+C3+1 4 1+C4+2+C4+1 4 Y-;Iz-y4 29.641-32,516 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 120" Y3-%-Y3 32.516 .39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C5+4+C6+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140" Custom *x 39A41 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C$+2 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 NOTES SEE TABLE 15 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3--4), GLASS TYPES 10-12 & 14-16 -MIN. SASH SIZE -- WINDOW WIDTH - 60.72 SASH S1ZE IS AS PFR THE FIGURES ON SHEETS 6-8. MAY NOT BE USED WITH 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. J-CHANNEL OR INTEGRAL 3) SEE SKEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4) "1/4-112-1/4" AND '"113 113-1l3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITH€N THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami-DATWProduct Control ADDED NOTE TO ANCHOR QTY. TABLES. �e Im z 1 j (j) nab wLU o r �o +n o Z LU ® ti c LO 0 C\i F- LU OJ co = 0 LL O � (D uMfl1Q 0 _ LL © � U J U 'IN OMO H- LLJ Co - ¢ W C J � W > _j I co 07 O i - IIJ LL 0 LO Paws cioW 7-W cli < C13 Q F- z Z aroas C3 vu Q 0 a = N C.}-` U z O 3171 •,asap LFauas A_ LYNN MILLER, P.E. P.E.# 58705 TAMI K 2T MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. Q.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 14 - 16 Sash Configuration Sash Widthca Range (in) Anchor Quantities forXQX Windows 24Height " i S 30Height " 9 36Height " 5 48Height " 9 54Hei ht " 9 63" Height S 24" Height 9 39' Hei ht 9 36" Height 9 48" Hei ht 9 54" Height 8 63" Height 9 Reinf. Leal R4 Head &Sill Head &Sill W Head & Sill Head & Sill Head & Sill Head & Sill Head & Silt Head & Sill a 1-9 Head & Sill - 1 lead &Sill Head & 5i11 x, Head & 5tli .0 Anchor Group A Anchor Group C t m 35-114, %- -Y 11.391-11.391 Not Aflowed i+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" !13 Ya-Y3 12.308-12.308 1+G2+D+C2+1 2 1+C2-�C+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 45-118° -% 11.391 - 13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+•1 4 ''/s-%-Y3 13.398-14.6$3 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47-314" -% 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 l-�s-% 12.29$-15.558 1+C2+0+02+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+O+C3+1 4 52-118" Custom 11.391-12,016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 %-y y4 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 %s-%-ya 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 60" Cus#o#n 11,391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 %-%z-% 13.398 - 15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 i+C4+2+C4+1 4 -%-Ys 15.361 -19.641 1+C2+0+C2+i 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+0+04+1 4 1+C4+0+C4+1 4 1+C5+0+CS+1 4 75" Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+$+Q3+1 4 1+C4+3+C4+1 4 1+C4+3+r- 4 %% % 13,398-19.110 1+C2+2+C2+1 2 1+C2+-2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 -%-% 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+•1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+O+C5+1 4 96" Custom 17.641-19.397 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 i+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 %-Yz-'/a 19.398 - 24.360 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+04+1 4 1+C4+4+G4+1 4 1+C4+3+C4+1 4 Y-%-�% 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 120° 3/4 -1-% 29.641-32,515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+CA+2 4 2+C4+3+C4+2 4 -%-I 32516 • 39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+G4+3+C4+2 4 2+C4+3+C4+ 4 2+C4+3+C4+2 4 140" Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 Anchor Group B Anchor Group D 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+G2+0+C2+1 4 38" -. Y3 -Y3 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 Y4-% 1i.399 M13.387 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 45-118" l,ya-'/s 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+C3+1 4 Y4-y2-y4 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+-0+C4+1 4 47-314" %s %-% 11298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 Custom 11.391-12.016 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 52-118"-%z-% 12.017-13.397 i+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+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+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 16 13.398 . 17.016 1+C2+0+C2+1 2 1 +C2+D+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+-1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1 +C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 I+C3+0+C3+1 4 1+04+0+C4+1 4 1 +C4+O+C4+1 4 7! Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+.C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+i 4 1+02+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+C4+2+C4+1 4 U 60" f-f 13,398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 11+C4+2+C4+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C4+1+C4+1 4 o f% 15.361-19,641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+CS+O+C5+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C5+O+C5+1 4 v c Custom 11.391-13,397 i+C2+3+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 76" '/a-%,y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 l+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+112+C2+3+C2+2# 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 %-%-Ys 10,111-24,641 1+C2+0+-C2+i 2 1+C3+0+C3+1 2 1+C3+D+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+C5+11+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+03+1 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+C5+O+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+11+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 96"- % 19.398-24.360 1+C2+3+C2+1 2 f+C2+3+C2+1 2 'I+C2+4+C2+1 3 1+C4+4+C4+1 4 1+G4+4+C4+1 4 i+C4+3+C4+11+C2+2+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+11+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 -%-� 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+4+C4+22+C2+3+£2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 12O" %-% Y 32.516 - 39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+04+4+C4+2 4 2+C4+3+C4+22+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 140" Custom ** 39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+22 2+C2+8+02+2 2 2+C2+3+C2+2 3 2+C4+4+CA+2 4 2+5+4+C4+2 4 2+G4+3+C4+2 4 GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES NOTI-q- SEE TABLE 16 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. ** MIN. SASH SIZE = 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE iO USING THESE TABLES. 4) "114-112-114" AND "113-113-113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By-- -.- Miami-Dad roduct Control ADDED NOTE TO ANCHOR OTY, TABLES. C? Id7 r z 1U) -Aar{ en o D - O j Q Q Q a�oQ ❑ 0 � z r^ i 1" of L0 ( N W m R 0 .J = ZiLC) umoaQ Q = LL O U 'OAS LULf 00 DE¢ -z � LI IZ o iC CO �r n- o z C7) o Q � W LL J CQ p z Qe }aays a rn F- Z z a1anS o LL Q O (} LIi3 U Z CI� a1)!j I -nsaQ saraa5 1Il III fffrll! ryA No.58705 ~- -77 r�®� T STATE ®F 40 lop' I®NAL II'G,`. A. LYNN MILLER, P.E_ P.E.# 58705 TABLE 28: Bill of Material # Part Description Material 1 620121 Frame Head, Sit] and Jambs - J-Channel PVC 2 620122 Frame Head, Sill and Jarnbs -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 1 Trim Cover PVC 14 620131 Fixed Meeting Rail PVC 15 620158 Track Insert 6063 T6 Al 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 T6 AJ 19 620156 Pull Rail Interlock 6063 T6 Al 20 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 76 At 22 620151 Standard Sash Reinforcement 6063 T6 AI 23 620152 HD Sash Reinforcement 6063 T6 A] 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 A] 27 74OX114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .18T' x .270" Fin Pile 29 61710 Weatherstrip, .187" x _220" Poly Pile 30 #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 78)G12PPA #8 x 3A/2" Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS 32 716695P Meeting Rail Screw Support Plate 6063 T5 A] 33 720210 Weep Hole Cover PVC 34 726187 Installation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lack Cover Assembly Cast Zinc 40 #6 x 1-118" Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 76)34PPA #!6 x 3/4" PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6 x 112" FPH Tek (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Corner Key Nylon 48 720204 Wheel Nylon 72 620135 Lanni. I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 7158415 Setting Block (7/8" x Tx 118"), 85 t!- 5 durn. EPDM 80 61011 Roll -formed Screen Alum 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Comer Key with Pull Ring PVC 84 47041WICKGLB Screen Comer Key No Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635161614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) ITEMS # 5-12, 18, 35, 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVG BY ENERGI WINDOVV AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 625„ 1.507" " .772" 065 ��[ .065" 13 ANTI -LIFT INSERT & TRIM COVER .864" 72 LAMIIG BEADING L 625" FLANGE FRAME OHEAD, SILL & JAMBS +� 1, 872" -�-{ 1.630" 0 0 1.231" - 14 FiXED MEETING RAIL .300" 175" .750" .025" 8t} ROLLED SCREEN FRAME 41 1.437" 1.020" 060" -►� l-�- 15 'TRACK INSERT _316" .754" .035" --►`� y+- 81 EXTRUDED SCREEN FRAME .C70"{ 171 1.184" �-+ .070'" 1.036° _810" --.-...--1 tom--- .150" 1.331" f-�-- 23 HD SASH 24 STANDARD REINFORCEMENT MEETING RAR, REINFORCEMENT 3.500" +- .062" 2.445" FIN FRAME 375G) HEAD, SILL & i JAMBS 1.641 1.375" -� 1.000" f 16 SASH RAIL .070" 060" .715" -�- 1.185" 21 LIGHT SASH REINFORCEMENT 2.100" .59D" 070" 1g LIFT RAIL INTERLOCK 1.100" 715" .0fi0" STANDARD 22 SASH REINFORCEMENT EQUAL LEG FRAME 4Q HEAD, SILL & JAMBS 2.176" 471" .050" 20 LIFT RAIL INTERLOCK COVER 1.182" �+- � 1.182" �-�- ---I � •280" .070" ____1 .094" 1.041" 1.041" 1.229" J_ .1301, if.164" 074„ - -� 1.340" 1 A40" �- HD MEETING HD HR MEETING PRODUCT REVISED 25 RAIL 26 RAIL 17 MONORAIL as complying with the Florida REINFORCEMENT REINFORCEMENT Building Code NOA-N o. 17-0411.08 LYNX No.58705 -0�rE i��s��EORiD� .•'�\��� AL A' L' NN 0111 R, P.E. RE,# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 GOPYRIGKrC 20V PGT INDUSTRIES, INN. CERT. OF AJTH, #29296 Revised i3y: Date: Revision: J R 03J 271 1 7 Np CHANGES THIS SHEET Revised Sr.Date: I Revision: Expiration Date 9/2412020 By Miami -Dad roduct Control Description: Drawn i�y: WINDOW EXTRUSIONS & BOM J ROSOWSKI ii1Ie: Date: HORIZONTAL ROLLER - LM 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: HR-5510 NTS 17 OF 18 1 MD-HR5510-01 I B 86 87 82 OPT. 1 SCREEN MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 83 OR 8j{ 85 DETAILS 33 83 O>84 XTERIOR NOTES: 1) GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAMF SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8. 42 45 48 42 14 FRAME DETAILS SASH Q EXTERIOR 46 ATTACHED TO SASH RAIL TAR[ F 9q- Egress Lock Bill of (Material it Part# Desetlptlan Material 100 7MC7024 Multi -Pant Lock Operator Cast Zinc 101 73340 Operator mounting Plate Steel 102 72015 Multipant Lack Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon 104 220217-221 Tie Bar (Length Varies) Stainless Steel 105 71024X12HFX #10 x 1/2" HH MS Stainless Steel 106 78X1FPAX 48 x 1" Ph, FH SMS Stainless Steel 107 78)(?5FPTX ##8 x 34' Ph. FH SAS Stainless Steel ` ATTACHED TO 103 30 FRAME JAMB EGRESS LOCK 16 37 DETAILS (NOT TO SCALE 40 39 - 104 OPT. AUTO LOCK PRODUCT REVISED 20 ATTACHED TO as complying with the Florida FRAME JAMB 106 NOAoCode .17-0411.08 Expiration Date 09/24/2020 -- ® By 16 - Miami- ad roduct Control 707 d 72 38 _Q _ X4 102 40 i 47 �r rill OPT. SWEEP LOCK AIFFACHED FRAME JAMTO15a)1070 TECHNOLOGY DRIVE ITERED FRAME WITH N. VENICE, FL34275 NTERIOR AND EXTERIOR 100(941)-480-1600 RAME WELDS S } I t I 1 I#I CERT. OF AUTH. #2920 LYNX i/lam Revised By. Dote: Revision: '!j JR 03/27/17 NocyarlGEsTrllssr+EcT. Revised ± By: Data: Revision: NO. 58705 Description: Drawn ay: i°1 7- c�_ EXPLODED WINDOW VIEW J ROSOWSKI S ATE 6f: � �N HORIZONTAL ROLLER - LM 05115115 O 1� A�iYN�+irPiIAILERi1,,`\` SeriesfModsl: Scale; Sheet: 1"Mm"Si-HR5510-01 gNo. Rev B P.E. P.E.# 58705 HR_5510 NTS 18 OF 18