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HomeMy WebLinkAboutNOA 17-0411.08MIAM EDADE MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-5510" PVC Horizontal Rolling Window —L.M.I. APPROVAL DOCUMENT: Drawing No. MD-11115510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.08 Expiration Date: September 24, 2020 L r 11 Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Manufacturer's die drawings and sections. (Submitted under NOA No15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 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, Durasealo spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.17) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.154903.I0) 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 No154903.10) /a Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August31,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.154903.10) 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 "Trosifoi® Ultraclear, Clear, and Color PVB Glass Interlayers" dated O1/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18, 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M. Plasencia, P.E. Prp uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 611 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.154903.10) 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 S" MAX. —®•- I -..— I A, SEE SHEET 3 EQUALLY I SPACED, ANCHORSPER� TABLES 17-22 �— 12-3/4" MAX, O.C. B, SEE ___....._-�SHEEf3 10"MAX. I I II O X I I I SEE SILL k =EPHOLE4" O.C. 3" MAX. DETAILS, BETWEEN —►-� �— SHEET3 WEEPHOLI 75" MAX. BUCK WIDTH t A 1 19" 76" MAX. Q.C. MAX. BUCK HEIGHT 0 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION _ 1-1/4" SEE SHEETS r MAX. 9-16 C, SEE r r SHEET4t 1 SEE SHEETS 9-16 SEE SILL EPHOLE DETAILS, SHEET4 — — — 10 MAX. I I III / � I 1 I O X I BETWEEN 75" MAX. BUCK WIDTH D, SEE SHEET 4 C 72" MAX. BUCK HEIGHT sYnI:EA 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 LARGE &SMALL MISSILE LEVEL, SEE SHEETS 6-8 IMPACT RESISTANT 2-5 ANCHORS, SEE CLUSTER MAX. 85i r AILS SHEET 5 18.94 "MAX. O.C. 8"MAX. —►] -+- _ - S, SEE __ r._.i`SHEET3 E, SEE SHEET3 EQUALLY SPACED ANCHORS PER TABLES 23-27 BEE SILL EPHOLE� DE AILS, SHEET 3 -__._._._._._._._._._._._.__ _, - —. ._-_._.—._ X O X _ I I I GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 6) 114" MAX, SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: II41 fll 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1)AND `�� �® .N•Y�, 7iv REINFORCEMENT LEVEL, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q',,•'• UCEN� OBTAINED INSTEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. No, 58705 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ACCORDING TO THE INSTALLATION = CONDITIONS. - •' C 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET 1 ✓( 77 ' REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET �� -•- SET ARE MET, _ T •. TE F : • (V�� 1070 TECHNOLOGY DRIVE 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. i'�s •'•F(ORIDf`.•'` \��� N. VENICE, FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. - w i�iOn(AL �`�G ��` CG41Y 480-16Do17 PGT INDUSTRIES, INC. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, '7t/1 �1 I 111v` ALL RIGHTS RESERVED INTEGRAL FIN OR EQUAL LEG/BOX , SEE FIGURE B ON SHEET 2. A. LYN MILLER, P.E. CERT. OF AUTH. #29296 ) P.E.# 58705 4" O.C. BETWEEN _ WEEPHOLES 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES / STANDARDS USED: E MAX. BUCK HEIGHT 15.67" MAX. O.C. 0 3" MAX. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 GENERAL NOTES ......................... 1 ELEVATIONS ................................. 1 FRAME, GLASS &ANCHOR TONS..........................1.1 2 INSTALLATION, FLANGE & EQUAL LEG/BOX................. 3 fNSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS ........................ 5 DESIGN PRESSURES ................... 6-8 EXTRUSION PROFILES & ROM.... 17 ASSEMBLY ..................................... 18 rised BY: Date: Revision: JR 03/27/17 NOTE TO ANGHGR QTY.TBLSo Revised By: Date: Revision: Description: GENERAL NOTES &ELEVATION HORIZONTAL ROLLER - LM HR-5510 I NTS I 1 OF 18 PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0411.08 Expirati/on Date 09/24/2020 Miami -Dam Product Control J ROSOWSKI 05/15115 Growing No. Rev: MD-HR5510-01 B TABLE 4: INDEX OF INSTALLATION METHODS PER FRAME TYPE TABLE 1' ALLOWABLE GLASS TYPES Glass Type SEE Description (Listed from Exterior to Interior) 718" Laminated LG.: 118" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 5 6 718" Laminated LG.: 1/8" T Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer S 7/8" Laminated LG.: 3116" T Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with ,090" PVB Interlayer 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 11 7/8" Laminated I.G,: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites-of 1/8" H Gass with .090" SG Interlayer 12 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 14 7/8" Laminated I.G.: 118" T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated, (2) Lites of 3/16" A Glass with .090" SG Interlayer 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass with .090" SG Interlayer som SHEET 6, TABLE 5 FOR GLAZING/DESIGN PRESSUKt/ANCHUKAGt wutx. Taal F �- at I nwARl_E ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Min. Embedment A #10 SMS (steel, 1SM S.S. or 411 S.S.) P-T. Southern Pine (SG=0.55) 7116" 1-316, Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3t8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 318" 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7116" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1A B #12 SMS (steel, 18-8 S.S. or 411 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-112" 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" 1-3/4" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflexotto Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Aggre-Gator Concrete (min. 3.275 ksl) 1-1/2" 1-3/B" 1/4" steel Aggre-Gator P-T. Southem Pine (SG=0.55) 1" 13/8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3- ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedment" E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0,55) 3/8" 2-7/16" 2-1/2' Ping -shank Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 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" 1.3/8" Aluminum, 6063 T5* 3!8" U063" Steel Stud, Gr. 33* 318" 0.050" Steel, A36* 3/8" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A" =ANNEALED "H" = HEAT STRENGTHENED =TEMPERED "PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC, "SG"= .090"SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 5, 7, 11 $ 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. Material Min. Fy Min. F" Steel Screw 92 ksi 120 ksi I" Screw 60 ksi 95 ksi 410 Screw 90 ksl 110 ksi Elco Aggre-Gator@ 57 ksi 96 ksi Elco Ultra6o 155 ksi 177 ksi 410 SS Eloo CreteFiex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 is: 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi INSTALLATION NOTES, SEE SHEETS 3 &4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY WSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET, ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS No. 58705 •• `MIN. OF 3 f E T : !�\.' s THREADS �O�',, ST EO ✓�`oo METOLDTHE %� ''•�,50RIDP,.•'�!`,� SUBSTRATE. w� s/�NNA(MI00\ P.E.# 58705 Frame Types (see Fig B) Class Options (see Table 1) installation Conditions Substrate Option Detail Sheet .... into 2X Woad Frame/Buckstrip - sheet 4, option 5 J-Channel (#1) 1 4 Through the Integral fin...... .... into Metal - sheet 4, option 8 Through the frame of the window.. .... ---- into 2X Wood Frame/Buckstrip -sheet 4, option 6 ,.,,into Metal - sheet 4, option 7 Flange (#2) 1 4 Through the frame of the window...... .... into 2X Wood Frame/Buckstrip - sheet 3, option 1 -into Concrete/CMU - sheet 3, option 2 .... through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 .... into Metal - sheet 3, option 4 Integra€ Fin O 1 4 Through the integral fin ...... .... into 2X Wood Frame/Buckstrip - sheet 4, option 5 .... into Metal - sheet 4, option 8 Through the frame of the window ----- ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 .... into Metal -sheet 4, option 7 Box / Equat-Leg {#4) 1-4 Through the frame of the window.. .... .... into 2X Wood Frame/Buckstrip -sheet 3, option 1 --- .into Concrete/CMU - sheet 3, option 2 ..„through 1X Buckstdp into Concrete/CMU - sheet 3, option 3 .... into Metal -sheet 3, option 4 FIGURE B: FRAME TYPES L P� 0❑ BOX L- FLANGE EQUAL- LEG 0o c ��❑ o 3 o J-CHANNEL INTEGRAL ❑ FIN ❑II���'I!� DRIVE 1070 TECHNOLOGY N, VENICE, FL 34275 (s4t}4ao-tsoo CERT. OF AUTH. #29296 INC. rised By: Date: Raviaion: JR ry �3/�7/1! NO CHANGES THIS SHEET. ifsed ey: Dote: Revision: PRODUCT REVISED as complying with the Florida Building Code Noa-No. 17.0411.08 Expiration Date 09/24/2020 Miamr-Dp a Product Control Description: GLASSIANCHORS/FRAME OPTIONS HORIZONTAL ROLLER - LM J ROSOWSKI 05/15/15 /Modal: Scale: Sheet: Drawing No. Rev: HR-5510 NTS 2 OF 18 MD-HR5510-01 B INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 3 TYP. ANCHOR TYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. INSTALLATION EMBEDMENT AND EDGE OPTION 4 (SEE SHEETS 6-8) SEE OPTION 9 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 TYPICAL FOR ALL NOTE 2, SHEET 2. ANCHORED THROUGH EDGE DISTANCE �I SEE TABLE 2, SHEET 2. FRAME INTO METAL "XO" OR "OX" SASH 1/4" MAX SHIM FRAME INTO 2X WOOD 16 - EMBEDMENT 29 FRAME OR BUCKSTRIP, 114" MAX. SHIM 19 16 30 11 SEE NOTE 2, SHEET 2" 13 OPERABLE 43 28 4 EMBEDMENT 20 40 EDGE FLANGE -m #10 OR #12 STEEL SASH DISTANCE FRAME SMS (G5), SEE 37-39 -- r a " SHOWN TABLE 2, SHEET 2. "; �1/4"MAX O 28 TYP. ANCHOR TYPE, 2 ❑❑ SHIM 41 CIS o o �� ❑ FIXED EMBEDMENT AND ❑ O �❑ 13 LITE � VISIBLE I _ o ❑� - =ice-� ���ttt LIGHT WIDTHa1 {{--�� EDGE DISTANCE PER a SUBSTRATE, SEE pp � O IuI TABLE 2, SHEET 2. 72 If IIl1 Q , 6 87 DADE APPROVED MULLION, FBC COMPLIANT I�c�� I I 42 VISIBLE 0 29 ---"""771 EXTERIOR a ALUMINUM/STEEL FRAMING OR STEEL STUD. MAYBE FLANGELIGHT WIDTH III""FFF FRAME 72 14 nn EQUAL 4 24 OR 25 OR 26 V LEG (1) AT MID -SPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN SEE SHEETS 6-8 TYPICAL FOR ALL ( ) FRAME 43 (1) 3-1l2" FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO" OR "OX" FIXED MEETING RAIL SHOWN CORNER AND (1) AT CENTER OF HEIGHT . TABLE 2, SHEET 2 BUCK WIDTH RIP, SASH STILES/RAILS 29 HORIZONTAL SECTION A -A (OX) 22 OR z3 BUCK 28 30 16 19 16 (SEE SHEETS 7-8) TYPICAL HEIGHT EXTERIOR OPERABLE 43 - OPERABLE 40 20 OPERABLE 43 FOR ALL "XOX" SASH SASH SASH- SASH �I 21 OR 22 OR 23 VISIBLE LIGHT o o 37-39 G1r-il ii (SEE SHEETS 6-8) HEIGHT it ,❑ II 28 ❑ TYPICAL FOR ALL SASH ❑ _ J� 16 o o ` E- 41 -4J� o o FIXED L� ❑ 86 - 45 47 ❑! VISIBLE _ o LITE o 5z� VISIBLE LIGHTWIDTH III-"'FFFF ir- - -�li 111 LIGHTWIDTH fff"'FFFF �l� 43=====97 29 FLANGE a ii I�lul 81 _ FRAME 87 85 WEEP OPT. 29 15 SHOWN NOTCHES 80 3/4" X 1/4" 0o VISIBLE EXTERIOR �� 42 34 25 OR 26 72 O 1.1/4"X 1/4" LIGHT WIDTH 1q 4 2 (SEE SHEETS 6-8) TYPICAL FOR v 4 ALL "XOX" FIXED MEETING RAIL 33 MAX BUCK WIDTH - PRODUCT REVISED SHIM SHtM � HORIZONTAL SECTION E-E (XOX� EQUAL -LEG as complying with the Florida FRAME Building Code EQUAL LEG - IN TALLATION AS PER SECTION A -A ABOVE t 1 I�i I t 1 / SHOWN NOA-No. 17-0411.08 � 11 / FRAME SHOWN T `�� QtkY NA( vie// Revised By: Dote: Revision: Expiration Date 0912412020 4 4• EMBEDMENT ' •L\CENS •�S� JR 03/27/17 N0 CHANGES THIS SHEET. INSTALLATION a. A4 • F °. ( By OPTION 2 4; �• Revised By: Dote: Revision: Miami-132file Product Control ANCHOREDTHROUGH �� <' = f No.587p5 do FRAME DIRECTLY INTO - �• - • EDGE 1 r1 6 p Description: Drawn By: CONCRETE/CMU. DISTANCE VISIBLE LIGHT €.4 FORMULAS ' %0 ` '� 31(17 ` FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI o� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO i • , FTATE � F ��.; 1070 TECHNOLOGY DRIVE Sc OX) •,, (pRIDA,. Title: Dote: DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. SECTION B-B WIDTH: BUCK WIDTH/2-4-1/4" •'• N. VENICE, FL 34275 pis •• �?�t\ 941 80-1600 HORIZONTAL vvi�zOIVAL ROLLER- LM 05/15/15 HEIGHT: BUCK HEIGHT-7.1/4" o� 11110II� � IGALL RIGHTS RESERVED IEs, INC, Series/Model Scale: Sheet: Drawing No. A. LYNN MILLER, P.E. HR-5510 NTS 3 OF 18 MD-HR5510-01 rB: P.E.# 58705 CERT. OF AUTH. #29296 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP. SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET (SEE SHEETS 6-8) NOTE 2, SHEET 2. ANCHORED THROUGH INTO METAL (INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT F FINIFLANGE REMOVED) "XO" OR "OX" SASH n IuI WOOD FRAME OR BUCK- I 16 29 STRIP, SEE NOTE 21 EDGE 114" MAX. SHIM 19 16 30 SHEET 2. DISTANCE 13 28 EDGE 20 40 OPERABLE 43 DISTANCE J-CHANNEL #10 OR #12 STEEL SASH (I 37-39 FRAME SHOWN ( SEE — f [ - a TABLELE 2 2, SHEET 2, 28 TYP. ANCHOR TYPE, o O 1 0 0 1 �❑❑❑� 1/4"NiAX SHIM - EMBEDMENT AND FIXED 41 �� �L ❑ EDGE DISTANCE PER tr= �❑ TYP. ANCHOR TYPE LITE FIN AND/OR ❑a _J7==� VISIBLE SUBSTRATE, SEE EMBEDMENT AND EDGE FLANGE MAY BE - ii LIGHT WIDTH �— TABLE Z, SHEET 2. DISTANCE PER SUBSTRATE, REMOVED IN -FIELD (SCREW SHOWN) 72 SEE TABLE 3, SHEET 2. 85 87 FIN OFRAME 13 DADE APPROVED MULLION, D VISIBLE 42 EXTERIOR 0 SHOWN 29 FBC COMPLIANT LIGHT WIDTH 72 ALUMINUMI/STEEL FRAMING 24 OR 25 OR 26 14 3 OR STEEL STUD. MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8) TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO" OR 'OX" FIXED MEETING RAIL HEIGHT TABLES 2 & 3, SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C (OX) 22 OR 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH 29 TYPICAL FOR FIN INTO METAL ' 28 30 16 19 16 ALL "XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR T OPERABLE 40 20 OPERABLE 43 SASH HEIGHT i SASH - SASH o #10 OR 412 STEEL VISIBLE Glr=ii 37-39 cr:: -,�a SMS (G5),SEE 21 OR 22 OR 23 LIGHT OPERABLE a i '� '� DEa TABLE 2, SHEET 2. (SEE SHEETS 6-8) HEIGHT SASH Ji 11 28 iI L 11 TYPICAL FOR ❑ --J o `- 41 --� �_ ❑ ALL SASH 16 FIXED VISIBLE _t o LITE - _ VISIBLE 86 45 47 - LIGHT WIDTH IIsir LIGHT WIDTH flT, _____,7 ❑� c -'i 0 80 81 r FIN 800C_ �� FRAME 87 85 11 WEEP 29 ti SHOWN NOTCHES 29 D 42 D� 34'X 114" 25 OR 26 VISIBLE 72 EXTERIOR 1-114" X 114" - 3 ^ LIGHT WIDTH 1q 1 J-CHANNEL (SEE SHEETS 6-8) TYPICAL FOR �/ FRAME 15 ALL "XOX" FIXED MEETING RAIL SHOWN 33 BUCK WIDTH 3 1/4"MAx HORIZONTAL SECTION C-C (XOX) PRODUCT REVISED a 0 SHIM (1)AT MID -SPAN OF INTERLOCK Building complyingas withthe Florida INSTALLATION AS PER SECTION D-D ABOVE FIN FRAME 43 (1) 3-1/2" FROM EACH SASH 11 I 1 1111j1 NOA-No. 17-0411.08 CORNER AND (1) AT CENTER OF Revised Data: Revision: SHOWN V LYN / By., Expiration Dat 9/24/2020 SASH STILES/RAILS `N N / �\ `,• C1GEN$F'V' �i JR 03/27/17 NO CHANGES THIS SHEET. By /� -7 TYP. ANCHOR TYPE, �'� •. EMBEDMENT AND Q-;' F Revised Date: Revision: Miami -Da Product control EDGE DISTANCE PER EDGE DISTANCE '., jD � �" SUBSTRATE, SEE SEE No. 58705 TABLE 3, SHEET 2. —®I EMBEDMENT �^— "`-�.: - .� 1 �- ® Description: Drawn BY: VISIBLE LIGHT FORMULAS A?�� �� J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE XO & OX) :�� A E OF <U 1070 TECHNOLOGY DRIVE ANCHORED THROUGH INTEGRAL FIN SECTION D-D _ FCORIOP \�� N. VENICE, FL 34275 Tt�' Date: WIDTH: BUCK WIDTH/2-4-1 /4" 'i/ S O°'��....••' (941}480-1600 HORIZONTAL ROLLER - LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- / S/(� �N��� HEIGHT: BUCK HEIGHT-7-114" / NAL COPYRIGHT02017PGT INDUSTRIES, INC. STRIP. SEE NOTE 2, SHEET 2. !Y/011111111, ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rev: LYNN REA5 705 P.E. CERT.OFAUTH.#29296 HR-5510 NTS 4 OF 18 MD-HR5510-01 B P.E.# 58705 SILICONE STRUCTURAL V4"NOM. POLYISOBUTYLENE WITH DESICCANT EXT, GLASS 76 KODISPACE O A[C!_ TDQ INT. GLASS 5l16" A/A PVB 7/16" AIR SPACE 1/8" A GLASS — aEXTERIOR 7/8" NOM. 5/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS — aEXTERIOR 7/8" NOM. 5/16" A/A PVB — 3/8" AIR SPACE - 'A GLASS - aEXTERIOR ►{ 7/8" NOM, 5/16" A/A PVB 3/8" AIR SPACE- GLASS - EXTERIOR STRUCTURAL GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILICONE 3116" NOM. GLASS TYPE 5 FOAM WITH DESICCANT SUPER —�-{ 7/8" NOM. 7/8" NOM. -- —�{ 718" NOM. -- �j 718" NOM. EXT.GLASS 77 SPAGER®NXT TR ^ n n n —T-E—\i T-ITr——l—f—l/ I-rT-f-- �-I/ ITIT- �I�t—V i—TI I BUTYL & DESICCANT FOAM EXT. GLASS � POLYISO- BUTYLENE SEAL STAINLESS EXT INT. GLASS, ALUMINUM REINFORCEMENT 5/16" NOM: DU RAS EA! � 8 CDArC:D GLASS DESICCANT FILL AREA 5/16" NOM. i-SILICONE SEAL XL EDGET"' 78 cDAr�D GLASS 5/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS — aEXTERIOR GLASS TYPE 10 TYP. GLAZING DETAIL Part# Description Material Kommeriing 4SG 7PS Spacer System 76 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer KEt EKtNOC I tJi tttYVttl J: YI L-D!l!, oaoa (k DarU 5/16" H/H SG — 3/8" AIR SPACE- 3/16" A_ GLASS - aEXTERIOR GLASS TYPE 11 OM.GLASS �^ 7/8" NOM. f P. 7/16" A/A SG — 1/4" AIR SPACE - 3(16" _A GLASS - aEXTERIOR "A" -ANNEALED "H' HEAT STRENGTH ENED "T" =TEMPERED 'PVB" = 090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 5l16" H/H SG — 3/8" AIR SPACE- 3l16" T GLASS - aEXTERIOR 7116"A/ASG- 1 R SPACE - 3/16" T GLASS - aEXTERIOR 7t16" A/A SG 5/16" AIR SPACE- 118" T GLASS- - EXTERIOR GLASS TYPE 12 GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED 1N THE • HVHZ ABOVE 301 . GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL i FIN FRAMES GLASS TYPE 14 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 p� / Expiration Date 09124/2020 `�� J R �3/27/ 1 7 NO CHANGES THIS SHEET. By ,h LICENSE '.•�� -- Q:;' '_. np Revised Ry: Dale: Revision: Miami-Da}iProduct Control No-58705jqz: / -"- - ® Description: Drown By., -�'., :" '= GLAZING DETAILS J ROSOWSKI ®� A E O (V�� 1070 TECHNOLOGY DRIVE �s'•. P�ORIDP,. •' \�� N. VENICE, FL 34275 5tfe: Date: Ico�wc80-1HT 0600 aGrlNousRlEs.ING. HORIZONTAL ROLLER WINDOW - LM 05115/15 ALL RIGHTS RESERVED Series/Model: Scale: Sheet., Drawing No, Rev: A. LVNN MILLER, P.E. CERT. OF AUTH.#29296 HR-5510 NTS 5 OF 18 MD-HR5510-01 B P.E.# 58705 GLASS TYPE 15 GLASS TYPE 16 llllti LYNgr 77 Revised 13y: Dale: Revision: i TAP[ c R Index to All Design Pressure and Anchor Quantity Tables Config Max. Widh Max. Height Glass Type Reinf. Leal Design Pressure Anchor Quantify 5-8 6 6 7 9 }O or OX 75" 54" 54" 2 7 6 18 9 53" 3 8 7 19 1 10 U 4 11 8 21 1 11 72" 6-8 4 10 8 20 1 10 75" 76' 10-12 4 12 8 22 11 14-16 4 12 8 22 11 XOX 120" 63' 5-8 3 9 7 23 12 5 & 6 4 13 8 24 13 7 & 8 4 14 8 25 14 14011 631 10-12 4 15 8 26 15 14-16 4 16 8 27 16 4" MAX. O.C. —►I �-- 4" MAX. O.C. —►-� �— 5-ANCHOR CLUSTER DETAIL �/�4-ANCHOR CLUSTER DET CLUSTER DETAIL \ /// CLU TER DETAIL TARt P A. Glass Types Design Pressure(lbse) 5-8 for XO or OX Windows Reinf. Level RI All Buck Heights up to 54" All Buck Widths +501-50 up to 75" SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOR a SASH WIDTH JAMB EXTERIOR a NOTES: 1) USE THESE TABLESFOR 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)' 114-1/2-1/4" 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, 0 H iT MEETING RAIL TABLE 7 Glass Types Design Pressure (lbse) 5-s forXOorOXWindows Reinf. Level R2 All Buck Heights up to 54" All Buck Widths +65 /-70 up fo 75" SEE TABLE 18 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) �\\11111111 . \,IGENs,I to \ Q� No.58705 ' STATO E F .C� ,, 1070 TECHNOLOGY DRIVE •.'tOMDP.••'G��� N. VENICE, FL 34275 i� s� ..... x (941) 4W-1600 � ONAL \E \ ` COPYMG� R OInS RESERVED INDUSTRIES, INC. A. LYNN MILLER, P.E. P.E.# 58705 CERT, OF AUTH. #29296 EXTERIOR a SASH WIDTH JAMB EXTEnnRIOR V H iT MEETING RAIL vised By: JR Da[e: 03/27/17 Revision: CORRECTED TABLES. vised By. Dote: Revision: Description: DESIGN PRESSURE TABLES HORIZONTAL ROLLER - LM HR-5510 I NTS I 6 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 Miami-DaSKrProduct Control J ROSOWSKI Octa: 05/15/15 MD-HR5510-01 I B G7 H iT EXTERIOR a SASH WIDTH MEETING RAIL JAMB EXTEnRIOR V 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)"1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TABLE 8: Glasa Types Design Pressure (Ibslft2) 5-B for XO or OX Windows Relnff751F 3 All Buck Heights up to 6T All Buchs +50 (-50 up SEE TABLE 19 FORANCHORAGE TABLE 9: Glass Types 5-8 Sash Configuration Sash Width Range (in) Design Pressure (Ibs/fl�) for XOX Windows Reins. Level R3 _ _ W window Buck Height 48" 54" 63" 11 391-11.391 +50.0 1-50.0 +50-0 .50.D +50,0 1 -50.0 12.308 - 12.308 +50.0 ! -%0 +50.0 -50.0 +50-0 -50 0 45-1f8" % % f 11,391 -13397 +50.0 ! -50.0 +50.0 -50.0 +500 I -50.D +50.0 -50.0 +50.0 -50.0 +50.0 I -50-0 11.391 - 12,297 +%O .50.0 +50.0 -50.0 +50.0 I -50.0 47-314" 12.298 - 15.556 +500 I -50.0 +So.o -SP.o +SP.a ' -50.0 Custom 11.391 - 12.016 +50.0 I .50-0 +50.0 -50.0 +50.0 I -50.0 52-118" % % % 12.017 - 13.397 +50.0 -50.0 +50.0 -50.0 +500 I -50.0 13.398 - IT016 +W0 ! -500 +50.0 50.0 +50.0 50.0 m Custom 11391 -13_397 +50.0 -50.0 +50,0 -50.0 +50.0 50-D 0 60" % %z 13.398 - 15,360 +50.0 -50.0 +50.0 50.0 +50.0 50.0 J. 15.361 - 19641 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 Custom 11.391 - 13.397 +50-0 i 73707 +50.0 750.0 +50.0 I 50.0 75" % % 13.398 - 19,110 +50.0 -50.0 +50-0 -50.0 +50.0 ' 50.0 /-%-% 19 11': - 24 641 +500 -50.0 +50.0 .50.0 +50.0 50.0 Custom 18.36G -19.397 +50.0 ! -50.0 +50.0 -50.0 +49.1 ° 79. i` 96" %/ yz% % 19.398-24.360 +50.0 ! -50.0 +50.0 50.0 +50.0 -50-0 Custom 24.361-30.360 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 120" %-%z-% .30360 +50.0 i -50.0 +50.0 50.0 +49.1' I -49. 1' 0 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE "* MIN. SASH SIZE =WINDOW WIDTH - 59.28 2 i 11111111// No.58705 1070 TECHNOLOGY DRIVE �S-'-70RID P,.•'- ���` N. VENICE, FL 34275 (p'..... (����� (941}480-0600 /ONAi`t;,�V�� COPYRIGHT02017 PGTINDUSTRIES, INC. ALL RIGHTS RESERVED A. LYNN MILLER, P.E. RE.# 58705 CERT. OF AUTH. #29296 vised By: Date: Revision: JR 03/27/17 NO CHANGES THISSHEET Description: DESIGN PRESSURE TABLES HORIZONTAL ROLLER - LM HR-5510 I NTS I 7 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date09/24/2020 By - Miami -Dad roduct Control J ROSOWSKI Date: 05/15/15 MD-HR5510-01 1 B TABLE T3: TABLE 10 Glass Types Design Pressure(ibs/ft2) 6-6 forXOorOXWindows Reinf. Level R4 I At Buck Heights up to 70 Ail buck Widths 11 up to 75" +501-50 SEE TABLE 20 FOR ANCHORAGE TART E 15 TABLE 11: Glass Types Design Pressure (Ibs/ft2) for 5-8 XO or OX Windows Reinf. Level Window Buck Height R4 48" 54" 63" 25-112" +65.0 -70.0 +65.0 -70.0 +65.0 . -700 28" +650 -70.0 +65.0 -70.0 +65.0 -70.0 r 36" +6501 -70.0 +65.0 -70.0 +65,0 -70.0 42" +65.0 i -70.0 +65.0 -70.0 +65.0 .70.0 0 48" +65.0 -70.0 +650 -70.0 +65.0 .70.0 60" +65.0 .70.0 +65.0 40.0 +65.0 j -70.0 75" +65.0 -70.0 +65.0 -70,0 +64.3' I -64.3' * +65/-70 FOR GLASS TYPES 6-8 SEE TABLE 21 FOR ANCHORAGE Glass Types Design Pressure (Ibs/ft2) forXOX 10. 12 Sash sash Width Windows Reinf. Level Confi uration 9 Range (in) Window Buck Height 48" 54" 63" R4 Custom 11.39 1313.397 +65.0 -t 10.D +65.0 -110.0 +65,0 -110,0 60" % % Y4 13,398 - 15,360 +65,0 -110.0 +65,0 -110.0 +65.0 -110.0 -Yssw% 15.361 - 19.641 +65.0 -110.0 +65.0 "110.0 +65-0 -110.0 Custom 11.391 - t3.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 75" %-%-% 113.398 - 19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 19,111-24.641 +65,0 -110.0 +65.0 -110,0 +65.o -110.0 r0 Custom 17.641 - 19.397 +65.0 -110.0 +65.0 -110,0 +65,0* A04.6* a v 96" %-% % 19.398 - 24.360 +65.0 -110.0 +65.0 -110.0 +65.0* -109.5* 5i Custom 24.361-31.641 +65.0 -110.0 +65.0 A10.0 +65.0 -110.0 -% % 29.641-32.515 +65.0 -110.0 +66.0 .110.0 +65.0* -104.6* 120" -% 32.516 - 39.641 +65.0 -110.0 +65.0 -710.0 +65.00 -1100 140" Custom * * -39.64t +65.0 -110.0 +65.0 -110.0 +65.0* -104.6* * +65/-110 FOR GLASS TYPES 11 & 12 TABLE 16: SEE TABLE 26 FOR ANCHORAGE ** MIN. SASH SIZE c WINDOW WIDTH -60.72 Z XOX Glass Types Design Pressure (Ibs/ft2) for Stt IHttLt 2/FVK HN(.HL}KAC-C TABLE 12: Glass Types 46 Design Pressure (lbs/fe)for o-tz a 14-16 XO or OX Windows Reinf. Level Window Buck Height R4 54" 63" 76" 25-t/2" +d5.0 -1'10.0 +65.9 1 -110-0 +65.0 -110-0 28" +65.0 -110.0 +65.0 -110.0 +65.0 I -110.0 36" +65.0 j -110.0 +65.0 -110.0 +65.0 1 -110-0 m 42" +55.0 -110.0 +65,0 -110.0 +65.0 -110.0 i; 48". +650 .110.0 +65-0 ! -110.0 +65.0 j 410.0 60" +65.0 -110.0 +65.0 ' -110.0 75" +65.0 -110.0 +65.0 -103.5 +65,0 .'• -800 EXTERIOR SEE TABLE 22 FOR ANCHORAGE �9_69:lrivlll:!'9 JAMB EXTERroR 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) 01/4-1/2-1/4" 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. H HT Glass Types 5 s s Sash Configuredon Sash Width (in) . Design Pressure (lbsifiz) for XOX Windows Reinf. LevelRange R4 Window Buck Height 36" 48" 54" 63" Custom 11.391 - 13.397 +65.0 .70.0 +65.0 -70,0 +65.0 -70.0 +65.0 -65.3 60" %-% % 13.398 - 15.360 +65.0 -70.0 +65.0 .70.0 +65.0 -70.0 +65.0 .70.0 -%-ya 15.361 - 19.641 +65.0 -70.0 +65.0 -70o +65.0 -70.0 +65,0 .70.0 Custom 11.391 - 13.397 +65.0 -70.0 +65.0 59.6 +63.3 -63.3 +53.2 -53.2 u 75" X-1 13.3911-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -6&5 +56.2 -56.2 3- 19.111-24,641 +65.0 -79.0 +65.0 -70.0 +65.0 -70.0 +65.0$6.0 a Custom 18.360 - 19.397 +65.0 .70.0 +59.9 59.9 +55.5 55.5 +49.1 49.1 96" % % % 19,398-24.360 +65.0 1 -70.0 1 +62.1 -62.1 +58.0 58A +5Q3 50.3 Custom 24.361 - 30.360 +65.0 -70.0 +65A -70.0 +65.0 -67.3 +57.0 -57o 12(I" '/a-Y2-Y ** -30, 360 +65.0 -70.0 +59.9 1 59.g I +55.5 55.5 +49.1 1 17 -49.1 ** MIN. SASH SIZE = WINDOW WIDTH - 5928 SEE TABLE 24 FOR ANCHORAGE TABLE 14' 2 Glass Types 7 a 6 sash Confi unction 9 Sash Width Range (in) Design Pressure (lbs/fit) for XOX Windows Reinf. Level R4 Window Buck Haight 36" 48" 54" 63" Custom 11.391-13,397 +65.0 -70,0 +65 0 -70.0 +65.0 -70.0 +65.0 -70.0 13.398-15.360 +65.0 -70,0 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 15.361-19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -`70.0 Custom 11.391 - 13.397 +65.0 -70.0 +65.0 -70.0 +65-0 -70.0 +65.0 -70.0 m 15" %-%-% 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65A -70.0 +65.0 -70,0 19,111-24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 18.360 - 19,397 +65,0 .70.0 +65.0 .70.0 +65.0 70.0 +65.0* -67.2* 96" Y4-y y4 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 -70.0 120" % % -% ** - 30.360 +65.0 1 .70.0 1 +65.0 1 -70,0 1 +65.0 1 70.0 +65.0* 57.2* FOR GLASS TYPE 8 SASH SIZE =WINDOW 2 WIDTH-59128 SECTION DETAIL MEETING RAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT 26 (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES � r No. 56705 -' O� . STATE Of •• lV�. s/ONAL EN A. LYN� MIL'ER, P.E. P.E.# 58705 s 1070 YECHNOLOGY DRIVE N. VENICE, FL 34275 (sa1}a 80-1600 COPYRIGHT 02017 PGT INDUSMES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 JR 03/27/17 NO CHANGES THIS SHEET. pate; Revision: Date: Revision: Description: DESIGN PRESSURE TABLES HORIZONTAL ROLLER - LM HR-5510 I NTS I 8 OF 18 PRODUCT REVISED as complying with the Florida Building Code Noa-No. 17-0411.08 D Expiration /ate 09/24/2020 Miami-D a Product Control J ROSOWSKI 05/15/15 MD-HR5510-01 I B TABLE 17 Glass Types Anchor Quantities forXO orOX Windows 5-8 Sash 30 Height 36" Height 48" HffdH 4" Height 30" Height 36" Height 48" Height 54" Height Width Head Head HeaHead E Head E Head Head E Head Reinf. Level {in) &Sill �° &Sill & S Sill ' & Sill �° &Sill &Sill &Sill O R1 Anchor Group Anchor Group C 25-1/2" 12,147 1+C2+1 2 1+C2+1 3 1+C2+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 a 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+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+C2+1 3 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 42"20.397 1+C2+1 2 1+C2+1 3 1+C2+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+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+C2C2+2 3 2+C2+2 2 2+G2+2 3 2+C2+2 3 2+C2+2 375" 36.897 2+C2+2 2 2+C2+2 3 2+C2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+Z 3 2+C2+2 3Anchor Group Anchor Group 0 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1V 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36"17,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+12 1+C2+1 3 1+C2+1 3 1+C2+1 3 42"20,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48"23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 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 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Glass Types Anchor Quantifies for XO orOX Windows 5 - 8 Sash 30 Heighi 36"Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height Width Head Head E Head Head E Head Head Head E Head E Reinf Level {In} & Sill & Sill &Sill & Sill & sill `; & Sill � & Sill O & Sill R2 Anchor Group A Anchor Group C 25-1/2" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �_ 1+C2+1 28" 13,397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 38" 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 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 0 1+C2+1 v 2+C2+2 60" 29.397 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 Anchor Group B Anchor Group 0 251/2" 12.147 1+C2+1 2 1+C2t32+U+�d +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 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17,397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Y u VIVIVIVIV 42" 20.397 1+C2+1 VIT 2 1+C2+i VVIT VVIT 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 60" 23.397 2+C2+2 2 2+C22 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 375" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 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 ancnor Group E ancnor Group F 381 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, SHEE71 SEE CLUSTER DETAILS, SHEET 6 SEE ELEVATION, / O X / SHEETI SEE — ELEVATION, SHEET1 7MEETING RAIL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 1+C3+2+C3+1 4 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR AT THE SASH +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. SHEgETT 1/ SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEETI SEE ELEVATION, SHEET 1 MEETING REPEAT ANCHOR PATTERN AT SILL Max. Anchor f3.G. Anchar Spacing far "[ntegral- Group F Fin" Installation 41 SEE ELEVATION, X SHEET1 SEE CLUSTER DETAILS, SHEET 5 NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 Miami a Produce m ADDED NOTE TO ANCHOR QTY. TABLES. in � m vS r j naa uE � of LO O o �> o �n zw aD� LO C� K � OHO a^F ,fig = S W OOP � U V o =< Lu � m J HMO n>� a Q 00 Z OO LL � O VVVj h O N Z laays Q F� C� F- Z aZ al°Ds o O O o N � U u U Q O ari!i °s3a s s LYNX/ No. 58705 o •• SITE OF (/441� ONAL , A. LYNN MILLER, P.E. P.E.# 58705 Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash 30" Height 36" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Width Head Head Head 9 Head Head n Head Head A Head a Head n Head a Reinf. Level (In) & Sill & Sill & Sill ' & Sill & Sill & Sill & Sill T & Sill . &Sill & Sill R3 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 b 28" 13.397 1+C2+1 2 1+CZ+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+G2+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 v 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 48" 23,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 C 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+02+2 4 Anchor Group B Anchor Group D 25-1/2" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 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 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 i 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+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 Jtt IH[5l_t a rvrc utJlwv rrctJJurct Max. Anchor O.C. Spa for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.5"1 4" Glass Types Anchor 40antities for XO or OX Windows 6.8 Sash 30" Height 36" Height 48" Height 54" Height 63" Neight 72" Height 30" Height 39' Height 48" Height 5A" Height 63" Height 72" Height Width Head n Head Head Head Head Head Head n Head n E Head " E Head " E Head E Head m E Reinf. Level (in) & Sill E & S'lll 4 & Sill E & Sill E E 4 &Sill & Sill E 4 & Sill R & Sill & Sill —° & Sill & Sill &Silt R4 Anchor Group A Anchor Group C 25-112" 12,147 1+C2+1 2 1+C2+1 3 i+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 v 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 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 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 m 48" 23,397 1+C2+1 2 1+C2+1 3 1+C2+1 G3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 C3+2 142+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" 3&897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+Z 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+C2+1 5 °d5 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 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 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+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 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 JCG I!i[SLC I rVR t1CJl Vlv rrtCJJvrtC 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 An Anchor Group E Group F 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 SkZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. PRODUCT REVISED as complying with the Florida Building Code NOa-No. 17-0411.08 Expiration Date 09/24/2020 sy Miami -Da Product Control m ADDED NOTE TO ANCHOR TABLES. REMOVED GLASS 5 FROM TABLE 20. 0 Y m ? U? .Aaa W w L0 O o � 0 � O O LU alO� N EO 0 N K JO h a F ,cg = p�o �� Q Mac � =ujCD O� U) U CD0� w U co = ¢ LLI ON U' J 5Ma o - > Cal 00 z rn o Lu f— Lu O rn Z � 7Os F C Z o C:)O CD zz O i apil �°sap sauas LYNN��'�.. , OCENS • No. 58705 O� •. S ATE OF 4OAIAL �111lllll10` A. LYNN MILLER, P.E. P.E.# 58705 AI F'l� Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash 30" Height 36" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Width Head E Head Head Head E Head Head E HeadIfl Head Head Head Reinf. Level (In) & Sill � & Sill & Sill & Sill &Sill & Sill & Sill & Sill & Sill & Sill 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 � 28" 13,397 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 m Not Allowed 42" 20,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 C 60" 29,397 2+C2+Z 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 gi 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D 25-1/2" 12,147PI+C2+12 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 4J2+2 1+C2+28" 13.3972 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 36" 17,3972 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 42" 20.3972 1+C2+1 3 1+G2+i 4 i+C2+1 4 t+C2+1 4 1+C2+1 2gC2+13 1+C2+1 4 1+C2+1 4 48" 23,3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 23 1+C2+1 4 1+C2+1 4 60"29.397 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 3 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 4 2+C2+2 2 3 2+C2+2 4 2+C2+2 4 SEE TABLE 11 FOR DESIGN PRESSURE Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fitt°° installation 47 Glass Types Anchor Quantities for XO or OX Windows 10-12 & 14-16 Sash 30" Height 9 36" Height 9 48" Height 9 54" Height 9 63" Height 9 76" Height 9 30" Height 9 36" Height 9 48" Height 9 54" Height 9 63" Height 9 76" Hei ht 9 Width Head E Head Head Head E Head E Head E Head E Head Head Head Head Head Reinf. Level ( In & Sill 0 & Sill ° & Sill m & Sill m & Sill m & Sill m & Sill m & Sill f0 & Sill N & Sill m & Sill m & Sill m R4 - Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 41 1+C2+1 51 1+C3+1 5 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C3+1 5 1+C3+1 5 36" 174397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 m Not Allowed 42" 20.397 1+C2+1 2 1+G2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 48" 23,397 0 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+G4+1 5 1+C4+1 5 60" 29,397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+G4+2 5 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12A47 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 s 28" 13.397 1+G2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+.1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 36" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Y 0 42" 20,397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 m 0 48" 23,397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+G2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 S 75" 36.897 1[02+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C +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 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE G AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT 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 SEE TABLE 12 FOR DESIGN PRESSURE PRODUCT REVISED as complying with the Florida Building Code NOA-No° 17-0411008 expiration Date 09/24/2020 By / Miami -Dad roduct Control m ADDED NOTE TO ANCHOR � OTY. TABLES. r Y 10 z U) naa v5 rj LO O O {L > o }n oW aoa t� m pLL� NL9 Moa Q r) W U a =a W oN 0410 oD z a o }a— tY LL LLJ J O J � l- Z � iaa4s ° m d to G :D Q I— � F Z a ry Z O O o N W 0 ,� LO Q ..,0 Q' 2 alall�sa4 saua5' O\A GENSN _.: • No. 58705 S'S A- LYNN MILLER, P.E. P.E.# 58705 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types Max. Anchor Quantities for XOX Windows 5-8 Sash Sash 24" He ht 9 30" Hei ht 9 36" Height 0 48" Height 19 54" Height 9 63" Height 24" Height 9 9 30" Hei ht 9 36" Hei ht 9 48" Height 9 64" Height 9 63" Height 9 Reinf. Leeef R3 Configuration Width Range (in) Head & Sill m Head & Sill Head & Sig Head & Sill E Head & Sill LE Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E Anchor Group A Anchor Group C 35-114" %% % 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?+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 7+C2+0+C2+1 4 1+C2+p+C2+1 4 38" %a-% % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+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 11-391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2t0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1 /8" 13,398-14.683 1+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C2+p+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1tC2+0+C2+1 4 1+G2+0+C2+1 4 1+G2+0+C2+1 4 -% 11,391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+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 4 473/4" 12.298 - 15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2t0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+? 4 Custom 11.391 - 12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+7 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-1/8" J j% 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 %% 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+? 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+C2t0+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?+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 6O"r:%�Y2�% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1tC2+1 3 1+C2+1+C2+i 4 i+G2+?+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a %% % 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" '%-%-''/a 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+C2t2tC2+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 4Of %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+1kl+C2+3ff+ 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 496" %%-'/a 19.398-24.360 1+C2+3+C2+? 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+G2+3tC2+1 4 1+C2+3+C2+1 4 Custom 24.361-30,360 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 -1+C2+2+C2+14 1+C2+2+C2+1 4120" % 'Y,% **-30,360 1+C2+3+C2+1 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+3tC2+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 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+G2+0+C2+1 4 1+C2+0+C2+1 2 38" %-% % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1l8" Y-%% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C2+0+C2+1 3 1+C2+0+C2tT 4 1+C2+0tC2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1tC2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 -% 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 47-3/4" 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 L 52-1/8" %-%z-''/a 12,017-13.397 1+G2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1tC2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+t+C2+1 2 1+C2+1+G2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2t1 4 -% 13.396-1TO16 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 601 '/o-'/z % 13.396-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2t1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -% % 15.361-19.641 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13,397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2t1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %-% % 13.398 - 19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 -% 19.111-24,641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.391' 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+i 4 1tC2+3+C2+1 4 96" '' 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 211 1+C2+3+C2+1 311 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+3 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2tC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2t2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120" %%-'% *"-30.360 1+C2+3+C2+1 2 4+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+? 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 O.C. Spacing for "Integral- Fin" Installation Anehor Group E Anchor Group F 29" 4^ SEE TABLE 9 FOR DESIGN PRESSURE "MIN. SASH SIZE =WINDOW WIDTH - 59.28 NOTES: 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4.1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411 M Expiration Date 09/24/2020 By Miami -Dade roduct Control m ADDED NOTE TO ANCHOR QTY.TABLES. m z U) as viul _ DJ o to O O o> O >- ti z w aloa LLo N tD ACV X LY Or r a � p�� N0 Moa l� W U 0 _ ¢ LIJ ON ~ W Of J 2 3Ma ^�� y Q 00 Z rn O W Q J 04 H m Z 0 aaays © rn Q U) Q m ('� h Z CIf Z alo s p O CD O = LO W to o ZQ mall �saa s =s .ot1Y LYrVN��'�,, � �'�LtGENs�' No. 58705 Off . STA rEbF ) } �i �s •'•�.c.S ORION" r;ONAL A. LYNN MILLER, RE. P.E.# 58705 Tea] P oe, MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 5 & 6 LU Lo LLI I. VVIV VIVO I Sash Sash Anchor Quantities for XOX Windows 24" Height 30" Height 36' Height 48" HeigM 54" Height 63" Height 24" Height 30" Height 36" Height 48' Height 54" Height 63" Height Configuration Width Range (in) Head & Sill E Head & Sill Head &Sill Head & Sill E Head & Sill Head & Slli Head & Sill Head & Sill E Head & Sill Head & Sill Head &Sill Head &Sill Reinf. Level R4 Anchor Group A Anchor Group C v 35-1/4" %% Y3 11.391-11.391 Not Allowed 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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 38" %% % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/8" %f j 11.391 - 13.397 1+C2+0+02+1 2 1+C2+0+C2+1 2 i+G2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �a-% % 13.398 - 14.E83 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4" %% % 11.391-12.297 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 12,298 - 15.558 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 4L1+C2+O+C2+1 2+1 4 52-1/8" Custom 11.391-12,016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 42+1 4 j% 12.017-13.397 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 42+1 4 13.398-17.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 42+1 4 Custom 11,391-13.397 1+C2+t+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4+1 4 %%-'/a 13,398-15.360 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4+1Custom %a-% 15.361-19.641 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 2+1 4 75" 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+C2+2+C2+1 4 1+C2+2+C2+1 4 %-%-% 13.398 - 19.110 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+t+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -%%3 19.111 - 24.641 1+C2+3+C2+1 2 1+C2+3+C2+1]21+C2+2+C2+li t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" Custom 18.360 - 19.397 1+C2+3+C2+1 2 1+C2+3+C2+11+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 %%f 19.398-24.360 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+G2+2+C2+1 4 1+C2+2+C2+1 4VVIVIVIVIVIV12O" Custom 24,361-30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 t+C2+3+C2+1 4 '/a -%a -'/a *"-30.360 Anchor Group B Anchor Group D 35-1/4" %%% 11.391 - 11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1r +C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38" %-%-% 12.3G8-12.3G8 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+OFC2+1 4 1+C2+0+C2+i+C2+1 2 1+C2+p+C2+1 2 1+C2+O+C2+i 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+p+C2+1 4 -3A 11394-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/8"VVVVI %% % 13.398-14.683 1+C2+O+C2+1 2 1+C2+D+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+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 '/n-'/a-% 11,391-12,297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 f+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1C2+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 VVVVV 47 3/4 -% % 12.298-15.558 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 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 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 L 52-1/8" %-% % 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+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 -%-%a 13,398-17.016 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+i 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391113.397 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 %% % 13.398-15.$60 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %% % 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+G2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11 391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+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 13.398-19,110 1+C2+2+C2+1 2VIVI 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 q 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 4 19.111724.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 '2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Cus#om 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 t+C2+3+C2+1 4 1+C2+3+C2+1 4 96" Y-%-y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+4 2 i+C2+3+C2+1 3 t+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+t 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24,361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+i 4 1+C2+2+C2+1 4 120" Y Y3-!L *"-30.360 1+C2+3+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" WINDOW WIDTH -59.28 NOTES: Stt IHtiLt73rVKUtSILiNrtttssuKt "* MIN. SASH SIZE = 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4" AND 1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code NGA-No. 17-04VII expiration Date 09/24/2020 By Miami- ad roduct Control m C LLO VVVVVV Y m toLO ne8 �o L7 U o :D 0Q 0 0 a7o0 i Z N LO C7 (~7 W O Jo a.U) e = � LL O o O mo�0 ❑ T. tIJ o 75 in u W t= W S Q t.l-I 'ON o AIC m �oD Z rn O LLL LIJ J Q © N � aays � Q F o p O CD N VVVVVV`z U 0 L`o o ZQ O alill sa0 sauas' �{{1111111/// NY LYN ''�, NO.58705 ,� •, F A E t�s '.. LORIDI*.. •'• �i�� ' DNALIS�G\�� A. LYNN MILLER, P.E. P.E.# 58705 MINIMI IM ANCHOR OUANTITIFS SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Gies s Types 7 & 8 By Sash Sash Anchor Quantities for XOX Windows 24" Height 30" Height 36" Height 98" Height 54" Height 6Y' Height 24" Height 30" Height 36" Height 48" Haight 54" Height 63" Height Configuration Width Ran e m 9 �) Head &Sill E Head &Sill E m Head &Sill E Head 8 Sill E Head 8 SillE Head 8 Sill E Head &Silt E Head & Sill Head 8 Sill Head &Sill Head &Sill Head &Sill Reinf. Level R4 Anchor Group A Anchor Group G Z m 35-114" %%-%a 11391-11.391 Not Allowed ]+-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 9+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 9+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 45-118" 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 13.398 - 1d.683 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+C2tl+C2*1 4 47-3l4" %%2 % 11.391 - 12,297 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �%% 12.298 - 15.558 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+] 4 1+C2+1+C2+t 4 52-1/8" Custom 11391-12.016 1*C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+t+C2+1 3 1+C2+1+C2+1 4 t+C2+1+C2+1 4 t+C2+1+C2+1 4 * /-�/z-/ 12.097-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 % % 13,398 - 17.016 1+C2+1+C2+1 2 9+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2*1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 11.391 - 13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C241 3 1+C2+1+C2+1 4 t+C2+1+C2+1 4 1+C2+1+C2+1 4 13 398-15.360 1+C2+0+C2+1 2 1+C2*O+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4/+C2+O+C2+1 4 j%-X 15361-19,641 1+C2*3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" Custom 11.391-13.397 1+C2+2*C2+1 2 1+C2+2+G2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+t 4 z % 13.398 - 19.110 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+t d 19.111 - 24.641 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1+02+3+C2+1 4 t+C2*3+C2+1 4 1+C2+3+C2+1 dItil Custom t8.360-19,397 r14C2+2�C2�1 2 1+C2+3+C2+1 2 9+C2+3+C2+1 3 1*C2+3+C2+1 d 1+C2+3+C2+1 4 1+C3+3+C3+1 4 r 19.398-24.360 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 4120"'Ya-%-Y4 Custom 24.361-30.360 2 1*C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 t+C2+3+C2+1 4 1+C3+3+C3+1 4 -30.360 Anchor Group E Anchor Group D 35-174" 11.391-11.391 i+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+G+C2+1 4 t+02+0+C2+t 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+t 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 38" 12.308-12.308 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+6+C2+1 4 1+C2+0+C2+1 4 1+C2*0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 11,391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 t+C2+0+G2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+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+t 4 45-118" 13.398-14683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2t0+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+O+C2+1 4 1+C2+0*C2+1 4 %% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+G2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4" 12.298-15.558 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 1+C2+0+C2+1 2 1+C2+0*C2*1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+] 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 52-1/8" %%-% 12.017 - 13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+G2+1 4 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2+1 3 1+C2+1+C2+1 4 1+C2+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*) 3 1+C2+0+C2+t 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+G2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+G2+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" %% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2++1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 15,361 - 19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+02.0*C2+1 3 1+C2+0+C2+1 4 1+C2+G+C2+1 4 1+C2+0+G2+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" % y % 13.398-19.110 1+C2+2+C2+t 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*C2+2+C2+1 d 1+C2+2+C2+1 d -'Y3 % 19.111-24.641 1+C2+1+C2+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+] 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 18.360-19397 1+C2+3+02+t 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 t+C3*3+G3+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+C2+1 4 1+C2+3+C2+1 4 96, %%_% 19.398-24.360 1+C2*3+C2*1 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1+C2+3+C4' d 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1*£2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2+C2+t 3 1+C2+2+G2*1 4 1+C2+2+C2+1 4]+C3+2+G3+1 d 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*t 4 1 C2 2+C2+9 4 120" %-"/z-� "-30.360 1+C2+3+C2+1 2 1+C2+3+G2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+t 4 1 C2 3+C2+1 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 3 �" "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 pN 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) 11/4-1/2-1 /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 Miami -Da Product Control m ADDED NOTE TO ANCHOR OTY. TABLES. d m z � Aaa w of tf) O CD i N o O 6n O W a1°0 � LO > n Lo of O M a cHn a = p � =LLIr OOP � W UW =Q W °N F � o y m 00 z� o H OC W J O ♦— C r © n Z laays Z Q F- d z Z LL Q 0 O O -r fV U t`n U zz O �r apil � sap a yag ``11111 t1II!!r / NY LYN7y�� No.58705 F� 4t �,�'•, STATE OF M O/V, EN . A. LYNN MILLER, P.E. P.E.# 58705 Tnni P on, MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS, Glass Types Anchor Quantities torXOX Windows 10 - 12 Sash Sash 24" Height 30" Haight 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 64" Height 63" Height Reinf. Level Configuration Width Range (in) Head & SIII Head &Sill Head &Sill Head &Sill m Head &Silt Head & Siil Head & Sli Head & Sill Head & Sill E Head & Sill E Head & Sill R Head & Sill S R4 Anchor Group A - Anchor Group C U m' o 35-1/4" Ya% Ys 11.391 - 11.391 Not Allowed - 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 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 38" %%-% 12,308 - 12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 45-1/8 -%-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+11+02+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 '/a-%-Y3 73.398 - 14.683 1+C2+0+C2+1 2 1+C2+G+C2+1 2 1+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47-3/4" -%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+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 %s-%n 12.296 - 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+G3+0+C3+1 4 t+C3+0+C3+1 4 52-1/8" Custom 11.391 - 12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 %-% / 12.017 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Ya-Y % 113,398 - 17.016 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2+C2+1 3 i+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 60" Custom 111.391 - 13.397 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 q t+C3+2+C3+1 4 1+C3+2+C3+; 4 %%-''/e 13.398 - 15.360 1+C2+0+C2+1 2 1+02+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 %-%-Y3 115.361-19.641 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+03+3+C3+1 4 75" Custom 11.391 - 13.397 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 Y4-Y2'% 13.398-19.110 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 %-Ya-Y3 19.111-24.641 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+03+4+C3+1 4 1+C4+4+C4+1 4 96, Custom 17,641-19.397 1+C2+3+C2+1 2 t+C2+3+C2+3 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 t+C3+4+C3+1 4 1+C4+4+C4+1 4 Y4'Y2z-'Y4 19.398 - 24.360 1+C2+2+C2+1 2 2+C2+2+C2+212 2+02+2+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 4 -%-% 24.361 - 31.641 2+C2+3+C2+2 2 2+C2+3+C2+21 2 2+C2+3+C2+2 3 2+C3+4+C342 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 120" -% % 29.641-32.515 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 %%% 32.516 - 39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+2 3 2+C3+4+C3+2 4 2+04+4+C4+2 4 2+C4+4+04+ q 140" Custom - 39,641 Anchor Group B Anchor Group D 35-7/4" %-% 11.391 -11.391 1+02+0+C2+1 2 i+C2+0+C2+1 2 i+C2+0+C2+1 3 t+C2+0+C2+t 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 t+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+O+G2+t 4 t+C2+p+C2+t 4 t+C2+0+C2+1 4 38" %a %% 12.308-t2.308 i+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+t 4 1+C2+0+C2+1 4NNNNNN 1+C2+0+C2+1 NN74 1+C2+D+C2+1 2 7+C2+0+C2+; 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 t+C2+p+C2+1 4 1+C2+0+C2+7 4 77.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+p+C2+9 3 1+C2+p+C2+1 4 1+C3+0+C3+1 4 1+C3+p+C3+1 4 1+C2+O+C2+i 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+G3+0+C3+1 4 45-VB"-Y 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+t 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2;+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 Y4-'Yi % 11.391-12.297 1+C2+0+C2+1 2 1+C2+O+C2+1 2;+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1Kl+C2+G+C2+1 +C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 I+C3+0+C3+1 4 1+C3+0+C3+1 4 473/4" Y%-f 12.298 - 15.558 t+C2+0+C2+1 2 1+C2+0+C2+; 2 7+C2+p+C2+1 3 1+C2+0+C2+t 4 1+C3+D+C3+1 4 1+C3+0+C3+1+C2+1 2 i+C2+0+G2+t 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 Custom 11.391-12.016 t+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+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 52-1/6" Y-% % 12.017-13,397 1+C2+0+C2+3 2 1+C2+G+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+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3;+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 -�-% 13.398-17,010 ;+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1+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 11,391-13.397 1+C2+2+C2+1 2 i+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 31+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 60 f-%-/a 13.398 - 15.360 1+C2+2+C2+t 2 1+C2+2+C2+t 2 1+C2+2+C2+; 3 1+C2+2+C2+1 4 1+G3+2+C3+t 4 1+C3+2+C3+1C2+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+i 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 o %-%-% 15,361-19.641 1+C2+1)+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1f4l+C2+3+C2+1 +O+C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C3+0+C3+1 4 1+C3+0+C3+1 4 I+C4+O+C4+1 4 9 Custom 77.391 -13.397 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+G3+1+2+C2+1 2 1+C2+2+C2+4 2 7+G2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 75" %-%% 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+C4+3+C4+1+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+03+1 4 1+C4+2+C4+1 4 -%-% 19.111-24,641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+O+G3+1 4 I+C4+0+C4+1 4 1+G4+0+C4+1+o+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 t+C4+0+C4+1 4 1+C4+0+C4+1 4 Custom 17.641 - 19.397 i+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 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 96" %-'/z-'/a 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1+2+C2+1 2 1+C2+3+C2+; 2 i+C2+3+C2+1 8 t+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 %%% 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2+2+C2+1 2 1+C2+2+C2+; 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 '/a-'Yz 'Ya 29.641 - 32,515 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C3+4+03+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+q+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 120' %% % 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+04+2 4 2+C4+3+C4+2 4 140" Custom -39.647 2+C2+3+C2+2 2 2+C2+3+02+2 2 2+C2+4+G2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+G4+2.4 - NOTES: SEE TABLE 15 FOR DESIGN PRESSURE - i) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). GLASS TYPES 10-12 & 14-16 "MIN. SASH SIZE =WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. MAY NOT BE USED WITH 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT B U INTEGRAL 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CH® FIN FRAMES 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code rtoa-No. 17.0411 M Expiration Date 09/24/2020 Miami-EIProduct Control m ADDED NOTE TO ANCHOR x QTY. TABLES. m Z t j AGO Lu r �o LO O O n O W I Z W aloe LLID (9 N CD K LL' OMo dF �e = O 0 N Mop wU� =a W cc ON H J J Oklay m i 00 a Q r z ° co 1- Lt- W O z Ia34s m Q to � Q i- _ CY Z Z aloas o p O o K Li LO U Q 0 a1711 0sa0 sIN),5 V 1Y LYNNJ�'' No. 58705 ��0�••. STA EiOF� %�`s'.F(ORIDP,.•' Nam' ' S�ONAL ENG` A. LYNN MILLER, P.E. P.E.# 58705 TALI r �71 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Gass Types Anchor Quantities for XOX Windows 14 - 16 Sash Sash 24" Height 9 30" Height 9 36' Height 9 48" Height 9 54" Height 9 63" Height 9 24" Height ht 9 36" Height 36" Height 9 48" Height 54" Height 9 63" Height 9 Conflguration Width Range (in} Haad &Sill m Head &Sill m Head &Sill Head &SIII m Head &Sill Head &Sill Head &Sill Head &SIII Head &Sill m Bead &Sill Head &Sill Head & Sill m Reinf. Level R4 Anchor Group A Anchor Group C m 35-114" Y-%-Ys 11.391 - 11.391 Not Allowed - 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+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 t+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C3+0+C3+1 4 38" Ys-Yss-'Ys 12.308 - 12.308 1+C2+0+C2+t 2 1+02+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 45-1/8" -/ % li.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 i+C3+O+C3+1 4 i+C3+0+C3+1 4 1+C3+0+C3+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]+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C4+0+04+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+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+] 4 %s--% 12.298-15,558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 52-1/9' 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 %-% % 12,017 - 13,397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+G4+1 4 'Ys% % 113.398 -17.016 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 60" Custom 111,391 -13,397 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 %-%z-'% 13.398 - 15.360 1+C2+0+C2+ t 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+D+C4+] 4 1+C5+0+C5+1 4 -Yss-'Ys 15.361-19.641 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+04+1 4 75" Custom 11.391-13.397 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 %% % 13.398-19,110 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+D+C3+1 3 t+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+O+C5+1 4 %% f 19111 -24641 2 1+C2+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 96" Custom 17.641 - 19.397 1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+04+1 4 1+C4+4+04+1 4 1+C4+3+C4+1 4 'X-Y2-'Ya 19.398 - 24.360 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+i 4 %%%s 24.361-31.641 F24C2+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+Csi+2 4 2+C4+3+C4+2 4 120" 29.641 - 32.515 2 2+CZ+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+ 4 2+C4+3+C4+2 4 %-%-/ 32.516 • 39.641 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 4 140" Custom -39.641 Anchor Group B 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 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" 'Ys-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+C3+0+C3+1 4 +1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C3+0+C3+1 4 %-Y2 /% 11,391 .13,397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 +1 2 1+C2+O+C2+1 2]+C2+O+C2+1 3 1+C3+D+C3+1 q 1+C3+0+C3+1 4 1+C4+0+C4+1 4 45 1(8 %-''/s-'/s 13.398.14.663 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+i 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 +1 41+C2+0�C2+1 2]+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 -%-y4 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 +1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 t+C3+0+C3+1 4 i+C4+D+C4+1 4 47-3/4"-'/s-% 12.298-15.558 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 +1 2 1+C2+0+C2+1 2 1+C2+0+C2+] 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 Custom 11391-12.016 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+C+C4+1 4 1+C4+0+C4+1 4 +1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 52-1/8" 'Yc-'Yz-% 12.017 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C3+0+C3+1 3 1+C3+0+C3+11 4 1+C4+0+C4+1 4 1+C4+D+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 t+C4+0+G1+1 4 1+04+0+C4+1 4 S Ys%-Y 113.398 - 17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+C4+0+C4+1 4 Custom 11.391.13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+0+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+i 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 m 60" %%-''/a 13.398 - 15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+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 t+C3+1+C3+1 4]+C4+1+C4+1 4 o %% Ys 15.361-19.641 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+04+1 4 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+04+0+C4+1 4 1+04+0+C4+1 4 1+CS+O+C5+1 4 Custom 11.391-13.397 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+G2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 i+C4+3+C4+1 4 1+C4+3+C4+1 4 75" %-'/:-'% t3.398 -19.1 t0 1+C2+2+C2+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 3 1*C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 i+C4+2+C4+1 4 1+C4+2+C4+1 4 %-%-Ys 19,111-24.641 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CS+O+CS+1 4 1+C5+0+C5+1 4 1+C2+0+02+1 2 1+C3+O+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+CS+0+05+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+4+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 96" � % 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+04+1 4]+G4+4+04+1 4 i+£4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 %%-'/a 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 t+C4+2+C4+3 4 1+C2+2+02+3 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+C4+2+C4+1 4 1+04+2+C4+7 4 7+C4+2+Cq+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+04+2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 120" %/ ys-% 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+04+3+C4+2 4 2+C4+2+C4+2 4 140" Custom 1"•-30.641 2+C2+3+C2+2 7 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2*C4+3+C4+2'4 NOTES: set ir+uLt io FOR ucaiGry r 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8, ** MIN. SASH SIZE = 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTHORHEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4" AND "l/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 Miami-Da!Wllroduct Control m ADDED NOTE TO ANCHOR QTY, TABLES. Lj ED Z t j j Aar W a to o O i �o O C li > 0y LO i r - W a'Da 1-0W UUo CD W — OJ = Q u-i ON H w 2 J OMa 00 Q Z o) O 1— CL � J 0 O rn z 0 taa45 Z Q F— a Z ¢ Q Z afo�s o p O o r U Il' LLn Vz a W 't a111 '>saO sues �1�,.• VICENSF No. 58705 STATE OF S .. <ORIDP.. •'G�SI ' 7 pNAL EN ///11f111111 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 28: Bill of Material # Part# Description Material 1 620121 Frame Head, Sill and Jambs - J-Channel PVC 2 620122 Frame Head, Sill and Jambs - Flange PVC 3 620123 Frame Head, Sill and Jambs - Fin PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 Anti -Lift Insert / Trim Cover PVC 14 620131 Fixed Meeting Rail 15 620158 Track Insert 16 620129 Sash Rail (Sides, Top & Bottom) 17 620166 Monorail 06063T6 19 620156 Pull Rail Interlock 20 620144 Pull Rail Interlock Cover 21 620150 Light Sash Reinforcement 22 620151 Standard Sash Reinforcement 6063 T6 AI 23 620152 HD Sash Reinforcement 6063 T6 AI 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al 26 620155 H.D. Horiz, Roller Meeting Rail Reinforcement 6005 T5 Al 27 71OX114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .18T' x .270" Fin Pile 29 61719 Weatherstrip, .187" x 220" Poly Pile 30 #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 78h 12PPA #8 x 3A/2" Ph. PH EMS (Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Cover PVC 34 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Cover Assembly Cast Zinc 40 #6 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 76X34PPA #6 x 3W PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6 x 112" FPH Tek (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Comer Key 48 720204 Wheel 72 620135 Lami. I.G. Bead 74 Backbedding, GE 7700 or Dow 791 #EPDM 75 71584/5 Setting Block (7/8" x 7' x 1/8"), 85 +/- 5 dum.80 61011 Roll -formed Screen 81 61012 Extruded Screen Frame 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 61635/61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) ITEMS # 5-12, 78. 35, 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVG BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. .625" - 3.500" 2,445" O I J-CHANNEL 375' O FRAME HEAD, SILL & JAMBS jam- 4.507" ►{ .772"F06� .065" 13 ANTI -LIFT INSERT & TRIM COVER 72 LAM IG BEADING .625" !� FLANGE FRAME �f O2 HEAD, SILL & JAMBS 1.630" IIo o 1.231" 4 FIXED MEETING RAIL 300" 7 75" 750" .025" 80 ROLLED SCREEN FRAME 1.020" � U .060" 5 TRACK INSERT .754" 81 EXTRUDED SCREEN FRAME 1.184" -+- .070" .791"�1.036„ 610"- l OHD SASH O STANDARD 23 REINFORCEMENT 24 MEETING RAIL REINFORCEMENT LYt� t2'C�" vtCENSF •. ��� � No.58705 E1� . ATE �•(��� S A. LFt M WLL�R, P.E. P.E.# 58705 3.5001 3.500" 2.445" �❑ 2.445" C�❑-J100� IL-C�IC�C�O� ❑ O � ❑ O FIN FRAME EQUAL LEG FRAME 1.375' O JAMBS & O JAMESSILL & 1.375" -v 1.000" I� 16 SASH RAIL .070" 060" .715" 1.185" 21 LIGHT SASH REINFORCEMENT 1.482" �- 070" 1.041" .130" -i-� 1.340" HD MEETING 25 RAIL REINFORCEMENT 2.100" -►{ 590" J 19 LIFT RAIL NTERLOCK 1.100" 715" 060" STANDARD 22 SASH REINFORCEMENT 1.182" I-•t- --_�` 094" 1.041" 1�t31__�' .164" ->•-{ I A40" �-�- HD HR MEETING 26 RAIL REINFORCEMENT 10707ECHNOLOGY DRIVE N. VENICE, FL 34275 (sa1}aBalsop COPSRIGFrrO 2017 PGT 1NDUSTRIES, INC. CERT. OF AUTH, #29296 i.z2s•' .074" 17 MONORAIL CO 8y: JR Dafa: 03(27/17 Revision: NO CHANGES THISSHEET. used BY: Date: Revision: Z.176" .471" O50" 20 LIFT RAIL INTERLOCK COVER PRODUCT REVISED as complying with the Florida Building Code Noa-No. 17-0411.08 Expiration Date 9/24/2020 /1 Miami-Da�c�"Produc4 Control WINDOW EXTRUSIONS & BOM I J ROSOWSKI HORIZONTAL ROLLER - LM 05/15/15 Scale: Sheet: prawing No. Rav: 10 NTS 17 OF 18 MD-HR5510-01 B MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SCREEN ASSEMBLY DETAILS � / �� EXTERIOR e FRAME ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8. SASH ASSEMBLY DETAILS EXTERIOR ATTACHED TO SASH RAIL ATTACHED TO FRAME JAMB OPT. AUTO LOCK ATTACHED TO FRAME JAMB OPT. SWEEP LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS CICENSF ' •- (f�� P�. , .' NO. 58705 - : SekTE 6F F Sfi �ONAL1��G``• A. LYNN MILILI=RI, P.E. P.E.# 58705 O nnvr�n 102 EGRESS LOCK DETAILS (NOT TO SCALE FRAME JAMB Revised By: Date: Revision: JR 03/27/17 NO CHANGES7HIS SHEET. Revised ay: Date: Revision: Description: EXPLODED WINDOW VIEW Title: HORI ZONTAL ROLLER - LM HR-5510 I NTS I 18 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411 M Expiration Date 09/24/2020 Miami Dade'Product Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 480-1600 CERT. OF AUTH. #29236 J ROSOWSKI Date: 05/15/15 MD-HR5510-01 I B Description: EXPLODED WINDOW VIEW Title: HORI ZONTAL ROLLER - LM HR-5510 I NTS I 18 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411 M Expiration Date 09/24/2020 Miami Dade'Product Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 480-1600 CERT. OF AUTH. #29236 J ROSOWSKI Date: 05/15/15 MD-HR5510-01 I B