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Home My WebLink AboutNOA - HORIZONTAL ROLLING WINDOWMIAMI-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANwww.miamidade.gov/economy PGT Industries, Inc. SUANNE® 1070 Technology Drive NOV 2 0 `?b1g BY North Venice, FL 34275 SCOPE: Laaipmp- . Lucie County, Permitting St Lucie County This NOA is being issued under the cable 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 `9HR-5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets I 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., 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 I well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.08 Imm MIAMI•DADE COUNTY Expiration Date: September 24, 2020 4Z9 ) i .l Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1.. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. ' Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 181of 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 TIPS spacer system, Duraseale spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.17) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 I along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Te' t Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) 1 I Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuBD) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0903. 10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, 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. Pr� 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 FB 6tn 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, 201 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 Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Ser "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. i i i i Jorge M. Plasencia,iP.E. roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, Z020 Approval Date: August 31, 2017 E-3 - -2S ANCHORS,SEE CLUSTER DETAILS SHEETS 12-W MAX. O.C. 6" MAX. S, SEE SHEET3 A SEE SHEET3i }T I 19" 76" EQUALLY /ti I MAX. D.C. MAX SPACED fir' I BUCK ANCHORSPER I HEIGHT TABLES 17-22 I I O X - - B' MAX. SEE SILL WEEPHDLE1LEPHOLES C. DETAILS, Il� SHFE'T3 e 75" MAX. BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION MAX. C, SEE SHEET4 SEE SHEETS 9-16 If�— SH S�'S SHEETS _' SD. HSEE ` EET 4 10"MAX — O --- X I C 72' MAX. BUCK HEIGHT 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8' MAX I-- . E. SHE EC S ANCHOI TABLE' WEEPHOIE DETAILS, 4'O.C. I 3" SEESO WEEPHOL SHEET4 BETWEEN L D DETAIL PHOLES SHEET 75" MAX. BUCK WIDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER DESIGN PRESSURE RATING I IMPACTRATING VARIES PER REINFORCEMENT LARGE &, SMALL MISSILE LEVEL, SEE SHEETS 6-8 IMPACT RESISTANT 15.85' 18.94"MAX O.C. Max oc. I I _ B. SEE 'SHEET3 SEE ET3Hr I 1 E UALLY PACED PER a fi3• MA)tS Buc 2327 I HEIGI X _ 0 X _ I 15.6T MAX o.c. "MAX L `J B El 3 4. O.C. BETWEEN WEEPHOLES 3" MAX. 140- MAX BUCK WIDTH 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-0ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX 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 BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/fLASHNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. B) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLETESTINGAND GLASS PERASTM E1300. 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 RENEWED 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 & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOBS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS:1) I I I Ir DETERMI NE THE SITE SPECI FIC, WINDOW OPENINGS DESIGN INDLOAD STANDARD ASCE 7. .YNN� GURATIONFROM(OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE AND 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING1,10EN$F ``O......... •. �� REINFORCEMENT LEVEL, DETERMINE 6.16 6.8� IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q• l TABLES (SHEETS USE INDEX 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. •'•� OBTANED INSTEP 1. TABLE NO 58705 •� 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION CONDMONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS G-16), VERIFYTHE ANCHORISUBSTRATE WILL MEET _= - - - •'• REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET 3 J �� '• SET ARE MET. . 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. • •; �O F � T •. _ ' • USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. S�0N1ALkit�\�\` `�V� NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL, FLANGE, A. LYNIJ�I R, P.E INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE 6 ON SHEET 2. P.E1158T05 ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S10DA2 •AISC 360-10 GENERAL NOTES ........ ..... ..... _.. 1 ELEVATIONS................. .......... .... 1 FRAME, GLASS&ANCHOR OPTIONS ..... ......... .............. 2 INSTALLATION, FLANGE& EQUAL LEGIBOX.-............ 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS.- .................. .. 5 DESIGN PRESSURES...._-._..... 6-8 ANCHOR QUANTITIES..........._.._ 9-16 EXTRUSION PROFILES & SOM.... 17 ASSEMBLY .............. ..........-..-.-18 JR 03/27/17 NOTETOANGIORQTY.TBLS. Revised By. Data: Revision: ® Deseripfiom. GENERAL NOTES & ELEVATION PRODUCT REVISED as complying With the Florida Building Codo NOA-No. 17-0411.08 Expiration Dilto 09/24/2020 By Miami-O a Product Control J ROSOWSKI N. VENICE. FL 34275 (941HBO-1600 HORIZONTAL ROLLER - LM 05/15/15 COPYRIOHr02017parPmusmEs, PIG ALLMGHrs ROSER' o Selies/AfoCeL• Scale: Sheet: DmWn9 No. R— CERT.OFAITTH.t179298 HR-5510 NTS 1 OF 18 1 MD-HR5510-01 B I/WLC I:fLLLVYYf1oL=V.na.. Description (Listed from Exterior to Interior) 718" Laminated I.G.: 1/B° A Exterior Cap + 7/16' Air Space + 5116" Laminated; (2) L)tes of 1/8' A Glass with.09V PVB interlayer F 718" Laminated I.G.: 118" T Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Liles of1/8" A Glass with .090" PVB Intedayer 718" Laminated I.G.: 3116"A Exterior Cap + 3/8' Air Space + 5116" Laminated; (2) Lites of 118" A Glass with.090' PVB Interiayer 718" Laminated i.G.: 3/1G'T Exterior Cap + 31W Air Space+ 6116" Laminated; (2) Utes of 1/5' A Glass with .090" PVB Intedayer 7/8" Laminated I.G.: 1/B' T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Ut6s of 1/8' H Glass with .090" SG Intedayer 11 71W Laminated I.G.: 3/16" A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass With .090" SG Interlayer 12 718' Laminated I.G.: 3/16' T Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Liles of 1/8" H Glass with .090" SG Intedayer 14 7/8' Laminated I.G.: 1/B' T Exterior Cap + 5/18" Air Space + 7116" Laminated; (2) Liles of 3116" A Glass %Iith .090' SG Interlayer 15 718" Laminated I.G.: 3116" A Exterior Cap + 1/4" Air Space + 7116' Laminated; (2) Utes of 3/16' A Glass with .090' SG Intedayer 16 718" Laminated I.G.: 3/16" T Exterior Cap + 1/4' Air Space+ 7/16" Laminated; (2) Utes of 3/16" A Glass with .090" SG Interlayer see sheet o, I oLca"r<.�,.,.�I,..Y,.,",,.�,.,,.�.,...,,...�"....,... AMCHC A TlJRn1 If-H TNF FRARAF Group Anchor Substrate Min. Edge Distance Min. Embedment, A #10 SMS (steel, ISM S.S. or411 S.S.) P.T. Southern Pine (SG=O. ) 7116" -wir Steel, A361 3/8" 0.050° Steel Stud, A653 Gr. 33' 318" 0-0451- (la Ga.) Aluminum, 6063-T5' &IW steel Ultracon P.T. Southern Pine (SG=0.55) 7116" 13/8" Concrete (min. 2.85 ksi 1" 148, Ungrouted CMU, (ASTM C an% 2-1/2' 1-1J4' B #12 SMS (steel, 18-8 S.S. a 410 B.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-6/B" Steel, A36' 3/8' 0.0 50' Steel Stud, A653 Gr. 33' 3/8, 0.0451' (18 Ga.) Aluminum, 6063�75" 3/8" 0.063" C 114' steel UBracon Concrete (min. 2.85 ksi) 1" 13/4" Ungrouled CMU, (ASTM 190) 2-1/2" 14/4" 1/4' steel Creteflex Concrete (min. 3.35 ksi) 1° 1-XV 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-112" 1-TV 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-318*114" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2' 1314" D 7/4" steel Creteflex Ungrouted CMU, (ASTM G90) 2-1/2' 1-1/4" P.T. Southern Pine (SG =0.55) 1' 13/6" 114' steel Aggre-Gator Concrete (min. 3.275 kal) 1-1/2" 113/8" 1/4" steel Aggre-Galax P.T. Southern Pine (SG=0.55 1' 1 B" Grouted CMU, (ASTM G90) 7 2" Group Anchor Substrate Min. Edge Distance Min. Embedment* E 2 U7 x -131" Common Nail P.T. Southern Pore (SG=0.55) 3/8" 27/16" 2-1/2' Ring -shank Roofing Nail P.T. Southern Pine (SG=0.55) 319, 2.71%" F #10 Trusshead SMS (steel, 18.8 S.S. a 410 S.S.) P.T. Southern Pipe (SG=0.55) 112" 13/8" Aluminum, 6063-T5' 318" 0.050' Steel Stud, St. 33' 3/8" 0.0451- (18 Ga.) Steel, A38' 318" 0.050' #12SMS (steel, 18b S.S. or 410 S.S.) P.T. Southern Pins (SG=0.55) 9/16• 1318" Aluminum,60634b' IS" 0.063" Steel Stud, Gr. 33' 3/8" 0.0w, Steel, A36' 318" 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" = .G9W TROSIFOLO PVB BY KURARAY AMERICA INC 'SG'= .090"SENTRYGLAS® INTERI.AYER BY KURARAY AMERICA, INC. P SY5,7,11$15 SNOEUSED NTHE ABOVE 30•. Material Min. Fy Min. Fv Steel Screw 92 k6l 120 ksl 18-8 Screw 60 kel 95 ksi 410 Screw 90 ksl 110 ksi Elco Aggre-Gatollf, 57 ksi 96 ksl Elco UkmCorM 155 ksi 177 ksi 410 SS Elco CmhFtex® 127.4 ksi 189.7 ksi 606&15 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi INSTALLATION NOTES, SEE SHEETS 3 &4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-11T THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2XARE 1-1/2" THICK OR GREATER. IX 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 TOAS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. TAWI F A- IND" f1F INATAI I ATInN MF f Dl PM FRAME TYPE ough thefram FIGURE B: FRAME TYPES PRODUCT REVISED as complying with the Florida Bulldrng Code 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. NOA-No. 17-0411.08 Rawsed BY Date: R4vrs/on: Expiration Date 09124/2020 ttl 1r/7 NY LYNAf ''�, `�0 ......,.-, • JR 03/27/17 NO CHANGES THISSFEEr. B y MiamA-0� Product Control ��: • �ICENSF'•, Rev/sed W. Data: R.*Ion: a No. 58705 'MIN. OF xt. 3 3� };= a; Drown W. . GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS O ••. 57 EO 1070 TECHNOLOGY DRIVE TitPo: D°re: . 3EYONDTHE T •. : it` ••,F(ORIDP,.•'• ��; ,,�NAL N. VENICE, FL 34276 (B41)450-1600 HORIZONTAL ROLLER -LM 05/15/15 , rxsrw ALte2017 NGHTS Iaasnv® �M. Serrlm/ModeL Stale: Sheaf Ororwg No, Rex. SUBSTRATE. �NG`�\ 4+!LYNJI WIIL�Fi' PP. HR-5510 NTS 2 OF 18 MD-HR5510-01 B CERT.OFAM.#29296 P,EN 59705 —INSTALLATION -DETAILS -FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 3 TYP. ANCHOR TYPE, INSTALLATION 21 OROOR 23 ANCHOREDTHROUGH FRAMEAND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6 8) SEE NOTE 2, SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. TYPICAL FORALL �-{ FRAME INTO METAL "XO' OR "OX" SASH 1/4° MAX SHIM FRAME INTO 2XWOOD EMBEDMENT FRAME OR BUCKSTRIP. —+{ 114" MAX. SHIM 19 16 30 16 29 SEE NOTE 2, SHEET 2. I 13 28 Q 20 OPERABLE 43 - EDGE FLANGE IEMBEDMENT `100R #12 STEEL 40 SASH a DISTANCE FRAME i i SMS (GS), SEE SHOWN JJ..LL TABLE 2, SHEET 2. I � �1/a•MAX SHIM p 28 I I TYP. ANCHOR TYPE, 41 ., o o 2 ��❑ FIXED I I '" �• EMBEDMENTAND 13 LITE VISIBLE I _ ❑ • EDGE DISTANCE PER LIGHT WIDTH fffSUBSTRATE, SEE i O � TABLE 2, SHEET 2. 72 Q o a og�C� 8 42 DAOE APPROVED MULLION, P9 FBCCOMPLWNT VISIBLE EXTERIOR -' ALUMINUM/STEEL FRAMING 'FLANGE LIGHT WIDTH ttt�� EQUAL •• OR STEEL STUD. MAY BE FRAME 72 14 nn q VISIBLE VERTICAL EL TUD. MAY E SHOWN 24 OR 25 OR 26 V LEG AT MID -SPAN OF INTERLOCK FIXED SEE SHEETS 6-8 TYPICAL FOR ALL _ FRAME �'-I("))3-112'FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, ( )SHOWN CORNER AND(1) AT CENTER OF HEIGHT TABLE 2, SHEET 2 "XO"OR"OX'FDCED MEETING RAIL BUCK WIDTH ASH STILES/RAILS 2s HORIZONTAL SECTION A -A (OX) 22 ORO BUCK 28 30 16 19 16 (SEE SHEETS 7-8) TYPICAL HEIGHT EXTERIOR 4 OPERABLE 40 20 OPERABLE FORALL°XOX"SASH OPERABLE SASH. o SASH o VISIBLE 37-39 21 OR 22 OR 23 LIGHT (SEE SHEETS 6-8) HEIGHT �❑ I. 28 TYPICAL FOR _ _ 41 ALL SASH 16 I F IEl 86 VISIBLE I _ LITE o ZC VISIBLE I _ �❑ 45 47 LIGHT WIDTH II"�� I - - �— 111 LIGHT WIDTH fff� 43 r--� 29 FLANGE 81 FRAME WEEP OPT. 29 15 SHOWN 87 85 �� -� �_�L NOTCHES 80 —0 314"X 1/4' - VISIBLE 42 EXTERIOR 1.1l4"X1/4• 34 25 OR 26 LIGHTWIDTH 72 14 �L 2 TYPICAL FOR 4 (SEE SHEETS 6-8) T 33 4 ALL%COX" FUCED MEETING RAIL 1/4'MAX r BUCK WIDTH PRODUCT REVISED SHIM HORIZONTAL SECTION E-E (XOX) EQUAL -LEG as complying with the Florida a FRAME �gL"T!"N AS PER SECTION A-AABOVE SHOWN NIOA-ng Code ' EQUAL LEG 111��T11/ NOA-No. 17-0417.08 FRAME SHOWN ) ..'" `' - '•'a, `�� QNY Ny vRevfsed By. Dote: ReWslon: Expiration D e 0912412020 EMI BEDMENT :� "t�`•••'"'• ?�/ %; JR 03/27/17 NO CHANGES THIS SHEET. INSTALLATION e1 , t10Eryc ., (!_ By. OPTION 2 Q ' R,,i-d BY Dote: Revs on: MI-17a Product Control ANCHORED THROUGH = �l ; NO- 58705 FRAME DIRECTLY INTO •°• ®• DeeMytion: CONCRETFICMU. EDGE (X DISTANCE VISIBLE LIGHT FORMULAS 31 1 a, FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP. ANCHOR TYPE, � ••- ATE F - ''�� EMBEDMENT AND EDGE VERTICAL' (EQUAL-LITE, XO&OX) . T •• <y. 1070TECHNOLOGY DRIVE DISTANCE PER SUBSTRATE, WIDTH: BUCK WIDTH l2-41/4' moils ':cIORI�P,, � NVENICE, FL 34275 RHe: Doter SEE TABLE 2, SHEET 2. SECTION B-B HEIGHT. HEIGHT-7-IX Sp"•-•• NG`� (841)480-1600 HORIZONTAL ROLLER -LM 05/15/15 7 AL, ` COPVRI pry [sifPGr DUXJS ES,wc, Senes/Model: Srole: sheet: DroWin9 No. Rev. ALY . MILLER, P.E. CERT,OFAUTH.R2B288 HR-5510 NTS 3 OF 18 MD-HR5510-01 I B P.E1158705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2XZug" WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, E SHEER. NCE INSTALLATION OPTION 7 ANCHORED THROUGH FRAME SEE INSTALLATION NOTESSHEET2 INTO METAL (INTEGRAL FIN/FLANGE REMOVED) ---A [.-- 1/4'MAX.SHIM n 19 CHANNEL #10 OR #12 STEEL n SMS ( SEE FRAME SHOWN ABLE2 SHEET2 T . -11/4' MAX SHIM TYRANCHORTYPE, FIN AND/OR \_EMBEOMENT AND EDGE FLANGE MAY BE DISTANCE PER SUBSTRATE, REMOVED IN -FIELD SEE TABLE 3, SHEET 2. �y-•��-7--• OADF APPROVED MULLION, f BUCK HEIGHT TYPICAL FOR ALL 'XO° OR "OX' SASH 30 16 OPERABLE �J SASH INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO ZX WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET2. EMBEDMENT 29 I(SCREWSHOWN) EDGE ISTANCE CL TYP. ANCHORTYPE, aEMBEDMENTAND EDGE DISTANCE PER TABLE 2, SH, SEE TABLE Z, SHEET2. FIN FRAME SHOWN INSTALLATION OPTION 8 S ANCHOREDTHROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) #10 OR #12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. WEEP 29 �' 29 SHOWN 0u �!@ NOTCHES 314.X 1/4° 25 O 26 VISIBLE I _EXTR(SEE SHEETS 6-6) TYP CAL FOR LIGHT wlDni fff---"�� FRAME i6 ALL"XOX" FIXED MEETING RAIL SHOWN 33 BUCK WIDTH _ 3 MAX HORIZONTAL SECTION C-C (XOX) PRODUCT REVISED SHIM as complying with the Florida O p (1) ATMIDSPANOF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE Building Code 43 (1) 3.1/Y FROM EACH SASH 11111 111 / NOA-No. 17-0411.08 FIN FRAME O CORNER AND (1) AT CENTER OF ` TYP. ANCHOR TYPE, SASH STILES/RAILS �`��QNy LYNry' ReNsad W. Data: RNo CHANGES ni455xeec Expiration Dat 9/24/2020 o �10ENSF'•.lj_ JR 03/27/17 Br EMBEDMENTAND '(�` EDGE DISTANCE PER EDGE DISTANCE Q: �� ReW-d W. Dote-' ReWaion: , MiamFDa Product Control SUBSTRATE, SEE SEE * Na. 56705 TABLE 3, SHEET 2. �1 EMBEDMENT '0 '�; _ ® D.-Hpdan: Drown W. VISIBLE LIGHT FORMULAS 7� 31 I� J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 6 VERTICAL (EQUAL -CITE, x0 & OX)-Lyre, XO & OX) ��.(� '•. A IfF. r' �[/� 1070 TECHNOLOGY DRIVE ANCHORED THROUGH INTEGRAL FIN SECTION D-D _ WIDTH: BUCK WIDTH /z-4-1/a" ��5ORIDP,.•'G\=; N. VENICE, FL 34Z75 Rom' Date: INTO 2X WOOD FRAME OR BUCK- r `S70NAL �N ``� ( I�a� �INDUS „E%2M HORIZONTAL ROLLER - LM 05/15/15 HEIGHT: BUCK HEIGHT r STRIP. SEE NOTE 2, SHEET 2. r/r111 1 111\7 ALL RIGHTS RESSWED Seriea/dladaL• Scats: Sheet Urow.9 No. - A LYt)N�IU.ER.P.E. CERT.OFAUTH.#292M HR-5510 NTS 4 O P.705 F 18 MD-HR5510-01 B ES 53 STRUCTURAL POLVISOBUMENE WITH DESICCANT EXT. GLASS STRUCTURAL SILICONE FOAM - WITH DESICCANT // EXT.GLASS-,/, 7B" NOM. -1 TIS' NOM. 1 7B' NOM. �+- -1 7I8' NOM. -1I4' NOW 76 KODISPACE 5116" AlA PVB 5/16" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 4SG TPS .7116" AIR SPACE 7/16" AIR SPACE 318" AIR SPACE 3/8" AIR SPACE 118" A GLASS 1/8" T GLASS 3/16" A_ GLASS 3/16" T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT. GLASS' 76.79 7&79 76-794�d 76-79 -MELT BUM 4->d -3/16" NOM. GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SUPER -�{ 7/8"NO718'NOM. 7B'NOM. W1,10 . SPACERS NXT7M I I I I I 5116' H/H SG 5116" H/H SG 5/16" H/H SG 7/16" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIRSPACE 5116" AIR SPACE ar. GLASS. 1/8" T GLASS 3/16." A GLASS 3/16" T GLASS 1/8" T GLASS NM Y' EXTERIOR <�:] EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 7B-79 76.79 BUM & DESICCANT FOAM DU RASEALO xr. GLASS 78 xINT. SPACER GLASS POLYISO- NT FILL AREA BUTYLENE 5/16"NOM. SEAL LICONE SEAL ROLL -FORMED STAINLESS STE FINT.GLASS XL EDGE'"" 79 ocr.ctAss SPACER PqR# REFERENCE TEST DaseHPBon 6lgtrdal 76 Kommening bSG TPS Spacer System . 77 Ouanex Super Spacer nXTwlth Hot Mett Butyl See this Sheet bf 78 Quener Durasefll Spacer Materials 79 CaNinal XL Edge Spacer REPORTS: FR-8717, 896888970 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 GLASS � 7B° NOM. � -+{ 7/8• NOM. 76-79 SITE TYP 72 74 7/16" A!A SG 7/16" A/A SG ERIOR � GLASS TYPES 5, 7, 11 815 1/4"AIR SPACE 1/4" AIR SPACE MAY NOT BE USED IN THE 29 � HVHZ ABOVE 30'. 3/16" A_ GLASS 3116" T GLASS 29 IA 76 a EXTERIOR a EXTERIOR GLASS TYPES 1412 & 1416 P9 O MAY NOT BE USED VJITIi J-CHANNEL OR INTEGRAL I� 76-79 7&79 � FIN FRAMES PRODUCTREVISEDr IUI GLASS TYPE 15 GLASS TYPE 16 sal m�g'�''"d with the Florida �' p I l l l l NOA-No. 17.0411.08 r • •. LYNN4f,,� Revied Br .03/27/17 Ddw Rav7gion: Expiration Date 09/24/2020 ' • • ' ` �.��Q1yY ` ••• •• JR NO CHANGES THIS SHEET. By YP. GLAZING DETAIL _ ,•' 4tCEN@F .4� i Revised Dote: Ravn(on: Mlami-030roduct Control 'A'=ANNEALED * : No. 58705 - _ p�� W.ii°=HEAT STRENGTHENED "P=TEMPERED �� •'._ �� ® i)escrtpfiarr GLAZING DETAILS J ROSOWSKI °PVB•=.090'TROSIFOL®PVB BY KURARAY AMERICA, INC. %�i(�••, O Index to Ali Design Pressure and Anchor Quantity Tables Ccmfg' Max. Width Max. Heigh Glass Type Reed. Level Design Pressure Anchor0uenldy NO Of OX 7S 54" 54• 5.8 1 6 8 17 9 2 7 e 18 9 BY T 3 8 7 19 10 4 11 B 21 11 7T 6-8 4 10 B 20 10 76, 76, 10 -12 4 12 8 22 11 14-16 1 4 12 8 22 11 �4'- 4- MAX. O.C. 5-ANCHOR CLUSTER DETAIL 4"MAX. O.C. —►-I r— "// 4-ANCHOR CLUSTER DETAIL 4' MAX O.C. '7rVIN CHOR STER DETAIL B' MAX O.C. 4" MIN. O.C. / 2-ANCHOR CLUSTER DETAIL TABLE & Glass Types Design Pressure(lbslft2) 5-8 forXOorOXWaldows R.W. Level Rt All Buck Heights up to W AB 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) E](IE — a NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRALFIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) •1/44/2.1/4" AND -Iri-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. TARI P 7- Glass types Design Pressure (Ibs/fe) 5-8 forXOorOXWmdows Relyd Level R2 All Buck Heights up to W Au Buck Widths +651-70 up to 78 SEE TABLE 18 FOR ANCHORAGE R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEI• H (REINFORCEMENTS SHOWN iT IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) IG RAIL 11111111// M�I�F * : NO-58705 'tORIDPI e"'11*11", 1070 TECHNOLOGY DRIVE N. 275 NAL 0`111 � )- 1ISW�JFL 1/1tE t.� COPYMGHTCZD11rtPoRese+v ALLPA A LYNN # 587 , F.E. P.E1158705 CERT. OF AUTH. ExrEwon a R H Tr MEETING RAIL JR 103/27/17 I CORRECTEDTABLE5. yised By. rDotsc Reybion: DESIGN PRESSURE TABLES 71Ua: HORIZONTAL ROLLER - LM Series/4adeE $cafe: S'seeL• HR�510 NTS 6 OF 18 PRODUCT REVISED as complying with the Florida Building Code NDA-No. 17-0411.08 Expiration Date 09/24/2020 By Miarfi1-DaiWProduct Control I . Drum W. J ROSOVVSKI Date: 05/15/15 Dmwing Ns, Rev. � MD-HR5510-01 I B R i iT EXTERIOR a - SASH WIDTH MEETING RAIL ;I JAMB ocrn uoR SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 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 UPTO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)'1/4-1/2-1/4' AND-113.1/3-1/r 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. Giese Types Design Pressure (lbshf) 5-6 for XO Or OX Windows Relnt Level R3 AD Buck Heights up to ST All Buck Widths +50 /-50 up to 75 SEE TABLE 19 FOR ANCHUHAGE TAR] F A - Glass Types 5-8 Sash Coldgu]sti- Bash Range Width Design Pressure (IbsKe) for XOX ws WindOkH(in) RdM LeWI R7 Wkcdavt Buck Height 48" 54r, 63' 35•114' % 11.391-11.391 +50,0 1 4%0 +50-0 -50.0 +50.0 1 50,0 38" %-Y-Ys 12306-123W +50.0 -mo +60.0 50A +50.0 50.0 45-1h8" k YA 11.391-13.397 +50.0 -50.0 +50.0 50.0 +50.0 50.0 Y % 13.398-14.683 +MO -50.0 +50.0 -50.0 +50.0 SO.D 47-3/4' Y,-y X 11.391-12,297 +50.0 50.0 +50.0 -50.0 +50.0 50.0 %-] s 12.298 -15.5W +50.0 -50.0 +50.0 50.0 +50.0 50.0 Custom 11.391-12.016 +60.0 -%0 +50.0 50.0 +50.0 -W.0 tl 52-118" Ye %-Y4 12017.13.397 +50.0 -50.0 1 +50.0 1 50.0 +50.0 50.0 %-A-% 13.398.17.018 +50.0 50.0 1 450.0 50.0 +50.0 50.0 Custom 11.391-13.397 +510 .50.0 +50.0 50.0 +50,0 50.0 60" -Y % 18.398-15.360 +50.0 -50.0 +50.0 50.0 +50.0 50.0 'S-Y--� 15.361-19.641 +SD.0 4%0 +50.0 50.0 +50.0 1 -60.0 Custom 11.391 - 13397 +50.0 50.0 +50.0 50.0 +50.0 50.0 75" y,% % 13.398. 19.110 +5D.0 500 +50.0 50.0 +50.0 50.0 'A-Y.-% 19.111-24.841 +50.0 SILO +50.0 -50.0 +50.0 50.0 Custom 18.360-19.397 +5D.0 -%0 +50.0 50.0 +49.1' -49.1' 96" % 19.39824, -360 +5D.0 -50.0 +50.0 .50.0 +50.0 50.0 Custom 24.381 -..WD 1 +50.0 1 -50.0 +50.0 -%0 +60.0 50.0 120" %-/-+/+ -30.360 1 +510 1 500 1 +50.0 50.0 +49, 1' -49. 1' -+Jelau rum UU'.JJ IT r= a -a JtE IAbLt CS TUK ANL;HUKA(it MIN. SASH SIZE = WINDOW WIDTH - 69.28 2 PRODUCT REVISED as complying with the Florida 1.11111111 /f Building Code NOA-No- 17-0411.08 0%N L'NA• Revised W. Doie: Expiration Date09/24/2020 \ �/, JR 03/27/17 NO CHANGES SHEET. Dr Revfmd By. Date: �H Miami -Dad roduet Control No.58705 0 O'tv ••• Doscrlpfron: DESIGN PRESSURE TABLES Drawn By: J ROSOWSKI ; S"" 4(/� '•FIORIDP 1070 TECHNOLOGY DRIVE Tiff.: vote.. ��%S�oNAL E?G�� N.VENICE•FL34276 1}4 HORIZONTAL ROLLER - LM 05/15/15 ff//I fIIIIIII ;;�,97 �I ALLRIGMSRE6HtV® Serlss/YAdek Scale:. Sheet• Drawing No. Rev: A LYNN MILLER, P.E P.EA 59705 CERT. OF AL". N2920 HR-5510 NTS 1 7 OF 18 MD-HR5510-01 I B Glass Types Design Pressure (lbsift]) 6-8 I forXOorOXWmdows Retnt Level R4 All Suck Heights up to 7Z' Au Such Widths +501-50 up to 75' SEE TA51.E 2U t-UK Arvlruru+bc TABLE 11: Glass Types 5-8 Design Pressure (Ibsh?) for XO Or OX Wndows Reinf. Level R4 Window Buck Height 48' 54' 6r -70.0 +65.0 - 00.0 +85.0 -700 -70.0 +65.0 -70.6 +85.0 -Too -70.0 +65.0 70.0 +850 -T00 U -70.0 +65.0 .70.0 -65.0 -70.0 -70.0 +65.0 .70.0 +65.0 -70.0 .70.0 +66.0 -70.0 +65.0 -70.0 .70.0 +65.0 -70.0 +6-0.3' •64.3' --i-/U-Vu+a I - 0 SEE TABLE 21 FORANCHORAGE Glass Types 10-12 Reid. Level R4 Sash Col10gunitiem width Range (in) Design Pressure (lbs/ft) for XOX Windows Window Buck Hel ht 48- 54° 63• Custom 11.391-18.397 +65.0 -110.p +65.0 -110.0 +65.0 -110,0 601 Y.-Y.-Y. 13.398 -15360 +65.0 .110.0 +65,0 410.0 +65.0 .110.0 y-y-% 15.381-19.641 +65.0 -110,0 +65.0 -110.0 +rSO -110.0 rd Custom 11.391-13.397 +65A -110.0 +65.0 -110.0 +55,0 -110,0 75' X-Y-% 13-M-19.110 +65.0 -110.0 +65.0 -110.0 -65.0 -110.0 Y �y 19.111-24.641 +56,0 -110.0 +65.0 -110,0 465.0 -110.0 Ia Custom 17.641-19.397 +660 -110.0 +85.0 -110,0 +65.0• 404.6' 96• %-%-y' 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +85.0' Custom 24.361-31.641 +65.0 -110,0 +65.0 -11D.0 +6a0 -110.0 f_ Y. 29.641 -32515 +65.0 -110.0 +65.0 -1100 +65.0• -104.6' 120' y %-� 32516-39.641 -+65.0 -110.0 +66.0 -]160 +65.0 -110.0 140' Custom -39.641 +65.0 -110. -+oa-nurur<v:v+aa lento, 0 +65.0 -110.0 +fi5.6•404,6• SEE TABLE 26 FOR ANCHORAGE •' MIN. SASH SIZE= WINDOW WIDTH-60.72 2 Glass Types 14-16 Sash ConfigumUan Sash Width Range (in) Design Pressure (Ibslfe) for XOX Windows RaInf. Level R4 Window Buck Height 48• - 54' e3° Custom 11.391-13.397 +65.0 1-110.0 +850 -110.0 +65.0 -110.0 60° Y,%--% 13.398-15.360 +65.0 1 -110.0 +85,0 -110.0 1 +65.0 -110.0 y,_jg-'/a 15361-19.641 +e&o -110.0 +65.0 -110.0 +65.0 -110.0 Custom 11.391-13.397 +65.0 410.0 +65.0 -110.0 +65.0 -1093 75- Y)6-Y4 13.398-19.110 +6so -110.0 +65.0 -710.0 *65.0 -1020 19.111-24.641 +66.0 -110.0 +65.0 -110.0 -65.0 -102.9 Custom' 17.641-19.397 +65.0 -110.0 +55.0 -110.0 +65.0 -97.4 g 95" Yl%--% t9.398-24.360 +65.0 -110.0 +650 -110.0 +65.0 -no Custom 24.361 - 31.841' +e5.0 .110.0 +65.0 -110.0 1 +65.0 -88.4 Y-%-% 29.641 - 32515 +65.0 -110,0 +65.0 -109.6 +65.0 -84.3 120' vv4 Y.- 32.516-39.841 -65.0 -110.0 +6 6 -105.0 *SS'0 60,8 140° Custom •-39,641 +65.0 -110.0 -6&0 .105.0 0 +65. -80.0 TABLE 12: Glass Types 1612 8 14-16 Design Pressure(IbsAe)for XO or OX Windows Reinf. Level R4 Window Buck Height 54"1 63" 76" 25-112' +65.0 -110.0 +65-0, -110.0 +65.0 -110.0 t 28° +65.0 A10.0 +65.0 -110.0 +65.0 1.110,0 36' +6&0 -110.0 +65.0 -11D.0 +65.0 -110,0 m 42" +65,0 -110.0 +65.0 410.0 +65.0 -110.0 'S 48"' +650 -110.0 +65.0 -110.0 +65.0 -110.0 F 60° +65.0 .110.0 +65.0 -110.0 +65.0 •B39 76" +65.0 -1'I0.0 +65.0 -103,5 +65.0 -80.0 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 4) •114-112-114' AND °1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE bEE I ABLt: ZZ rVIt AlVlil'1VIWlaG R H Tr TABLE 13 Glass types 6 & 6 ReInE Level R4 Sash Cbrligesation Sash W dth Range M) Design Pressure (Ibsiftt) for XOX Windows Window Buok Height 36' 48' W 6T Custom 11.391.13,397 -65.0 1 .70.0 +65.0 1 -70.0 1 +65.0 -70.0 +B&O 1 65.3 Go" Y-'K-Y, 13.398-15.360 +65.0 -70.0 +65.0 70.0 +05.0 -70.0 +65.0 -70.0 %-Y-% 15.361 - 19.641 +65.0 70.0 +65.0 70.0 +65.0 70.0 +B5,0 -70.0 Custom 11.391-13,397 +65.0 40.0 +65.0 -89.6 +63.3 -53.3 +53.2 -= 76' Y-g-% 13.398-19.110 +65.0 -70.0 +65.0 70.0 +65.0 665 +562 682 '/s-'/s-% 19.111-24.641 +65.0 -70.0 +65.0 70.0 +05.0 -10.0 +65.0 -66.0 Custom 18.360-19.397 +65.0 -70.0 +59.9 -50.0 +53.5 -55.5 +49.1 -49.1 $i 96' %_X_y, 19.398-24.= +66.0 70.0 +62.1 62.1 +58.0 68.0 +503 •60.3 Custom 24.381-30.360 1 +65.0 70.0 1 +65.0 -70.0 1+65.0 67,3 +57.0 -7.0 12T %-y -30.380 +65.0 70.0 1 +59.8 -59.9 1+55.5 55.5 +49.1 -A9.1 •• MIN. SASH SIZE = w 2°" see IABLE Z4 run ANUMVPWI GTypes ReIM.lrel Sash Configuration sash Width Renee On) Design Pressure (Ibslftr)forXOX Windows Wlydaw Book Height W • 48' 54" 63 Custom 11.391-13.397 +65.0 70.0 +85.0 -70.0 +65.0 -70.0 +65.0 70.0 eP %-M-YI 13.308-15.360 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 .70.0 %-%/ A 15.361-19.641 +65.0 -70.0 -65.0 70.0 +65.0 -70.0 +65 0 - .0 Custom 11.391-13.397 +65.0 70.0 -65.0 70.0 +610 -70.0 +85.0 -70.0 75' +/+_j/ry 13.SM-19.110 +65.0 -70.0 +65.0 -70.0 -65.0 -70.0 -65.0 -70.0 )�-,%-% 19.111-24.641 465.0 -70.0 +65.0 -70.0 -65.0 -70.0 -65.0 -70.0 '4 Custom t6360-19,397 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0• 672 aW Y_ y 19.398-24,360 -65.0 -70.0 +65.0 70.0 465.0 70.0 +e5.0• 68.8• ' Custom 24361 -3D3B0 +65.0 -70.0 +66.0 -70.0 +65.0 70.0 +65.0 -70.0 120' �_� •30.se0 +65.0 -. +65.0 -70.0 +65.0 70.0 +65.0• -u7.2• •+65470 FOR GLASS TYPE 8 MIN. SASH SIZE - WINDOW WIDTH -69.28 2 SECTION DETAIL MEETING RAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT 26 (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL E 8 EXTUDOR �7 o CONFIGURATLONs) GLASS TYPES 10.12 & 1416 WAY NOT BE USED WITH PRODUCT REVISED V J-CHANNEL OR INTEGRAL the Florlda o • FIN FRAMES s romplying with - Building Code NOA-No. 17-0411.08 vllll/ Expiration Dat 09/24/2020 By ,` `�.``, \v.. L.... � / �� Revsed By: JR 03/27/17 R vIslonu NN0cHMGESTH19sHMT. a'�•.• LICENSE'•. Revised Or. Ddrd: Revision: 111110 l-0 o Product Control * No. 58705 •: •: 7k _ - - ° ® Descviptka: Drown BY' �l O '. �= �� DESIGN PRESSURE TABLES J ROSOWSKI STA • T •• . .• 1 ` P` 1070TECHNOLOGY DRNE N. (941)�41MiiwFlG��6 Tied: - HORIZONTAL ROLLER - LM Data 05/15/15 ",Ifj' v%\ ',I fO!! �GHTo �B T W- ST. Drmrin9 Ho. Rdv: 1N1X- A.LY P.E. CERT OFALJTH. HR-5510 NTS 8 OF 18 MD-HR5510-01 B .11# 8705 P.E&58705 TABLE-17:- -- -- — - - - - - - - - -- -- - - - - - Glass Types Anchor Quantities forXO orOX Windows 5-8 Sash 30" Height 1 36" Height 1 48" Height I 54" Height 3(r Heighl 36" Height 48" Height 54" Height Width fin) Head Head Head a Head I Head Head Head '° Head Reinf. Level & SIB m & Sill & Sill W & Sill A & Sill N & SiII & Sill m & Sol y R1 Anchor Group A Anchor Group C 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 12 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 -1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 48" 23.397 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 121 2+C2+2 3 2+C2+2 3 2+C2+2 31 2+C2+2 21 2+C2+2 131 2+C2+2 3 2+C2+2 3 Anchor Group 8 I Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 131 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 v 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+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 42" 20,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 V1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 48" 23,397 1+02+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+G2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Glass Types Anchor Quantities for XO orOX Windows 5-8 Sash 30" Height I 36" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height Head Head Head Head Head Head ° Head a Head Reinf. Level (In) �n &Sill & Sillm & S01 & Sill & Sill ; & Sill & Bill R2 Anchor Group A Anchor Group C 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 112 2+C2+2 131 2+C2+2 131 2+C2+2 3 Anchor Group B Anchor Group D 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 '3 1+C2+1 31 1+C2+9 13 Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 N., 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 cc 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 e 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1tC2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+ 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 2+C2+2 2 2+C2+2 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor O.C. Spacing for "integral- Fin" Installation Anchor Group E Anchor Group F 3.8" 4' GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY ' PERJAMB 2+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 ATTHE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET 6 E�ATION, SEE F�MEETINGPAL SHEET 1 ELEVATIONSHEETI REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 1+C3+2+C3+1 4 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR AT THE SASH +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL SEE ELEVATION, SHEET SEE ELEVATION, SHEET SEE ELEVATION, SHEET 1 SEE ELEVATION, SEE O XSHEET 1 ELEVATION, "�'�MESTING SHEETISEECLUSTER RAIL pETAILS, REPEAT.ANCHOR PATTERN AT SILL SHEETS 2 3 2+C2+2 3 2+C2+2 3 Max. Anchor O.C. Anchor 3 2+C2+Z 3 2+C2+2 3 Spacing for "Integral- Group F SEE TABLE 7 FOR DESIGN PRESSURE Fin" Installation 4- NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH S17E IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILASLE 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 11 ADDED NOTE TO ANCHOR r QTY. TABLES. ; � Y m O U) O O p > Of °700 i• h 2 W LO O N � O� ati LL .0 xw0 ❑ Z m 2 LL m H ZT 0J Lu oN oma n LU >a ' 00 L) LLI —j LL O O ® N Z 0i W"4s Q F-- Z Z ",Is O O N o U III') U Q = a�IJ ��sad savoy LYNN No.68705 1: �O'•alts,�T1Eol A. LYNN MILLER, P.E. g 0 A OyZ y N 2 Window Buck Width Window Buck Wdth 6 „i iii. W((VCNwNA+vw�pp+Nsw+t (V(wN+n0mN(NNNw7,fnr V(�(CN Nv[N2 Ca brNwWNANCwANwNvNNwNA.] wi.((VNwA+cw�ppNw+An iVJnNwA+u*u�d+NwA+ bVNwNcNwNNwN,n 6 is i � N+ Ci Jmb N N NN N N N NppmuE+N+fi+1 2 N N N N I w - ¢ JammW¢=ry6=N¢¢=c 0 0 0 N + N N+N + N+ A A A A A A A Jamb + + ++ 0 + N NNWN Ww77NN N0 1b N a0 N I : y++b . amb A A A A A +N + ++ ++++ mmN b no+ AaSG A w W W N N A A w w W N Ngt N � m ' NCO N N N N N �0xaI0N b ' + + + + 0 N o 2 O ON ON o 0 N Jamb D wwwww ++++++++N++++ 2 Q N + + + + + N + -AA A A A A A A AJambA " W N N N N a W W W N N Nco= a I Y = R � � Jamb a a + + + + + + + + + + + •F 22, Jamb v, m w cn cn N w I ++ + + 2 l2+.w nv 0 . 2 �t2++ bJam• S (n n u u+ C;(I�O �'om TO (n mmom m (-(�ai Nmy mNSZ •'O y.Zm1ySC fn a W a n ', M � m Fn ;u P = mom wm 4��o yM �2 ,`d �' m' 7 —• x 12 n wm<cumi G ro Zs T N� O Z m0 S M M yyyy A OnlC .: p O TI -I (ml�N ON 00 1 mZ O om A Z N T $ U2 Window Buck Wdth Wndow Buck Width ' N V 6) A A w N� N V •A A w N� W r � N N � W O W O rl •OWi m V •tN0 w V w V w V f.I V (D A tmD •(No Iwo (wO (w0 b (wo A v ^. V V V V V V V V V 2 N N N R N 2 + 2 + R + N + r3 ,} + R + N + N + N + R+ + I+ Jamb m r N N N N N N N N N N N N N N + + + + + + n + + + n + C7 + 2 (+] + N + 0 flp = w N Owl NO + + + IJ N N a 7 + N N 9 � Jamb to " w w w w w Co w w w w w w w w + 0 + + 0 + _ + + 7' + f + OnN + i + A + +7 y m m 0 0 + (+� O + (] + � 2002 N n t] l7 C� g N N .+a + 0 9 N A A A A A A A O 'O Jam A A A A A A A + 222 + � 22�2 �� NR. ya DC'1 + + R + + u,= m N Jamb S O A A A A A A A A A A A A A A N N 2 N N N w N t3 N N 2 r3 _to d = N N + + + + + + N + + + + + o R Jamb (p (o " L! ((IDl p A A A A A A A A A A A A A A (+� + ((+�� (+� + + + (+7 + (+� (+'� W S O y N + N •+ + ..� N N + + N N + -+ + .+ + + a = R. O Jamb •' Q k N N N N N N N N N N N N N N Eg N 2 N N (S 2 f5 N N 2 N N N rn m = O D oSGnn Jamb " w w w fl)l wl CAI w� w w w W w w w +N + + + + + + + + + _ + Co j 2- 2 ' �+ O 22 222 22 wm N N O 9 O A A A A A A A v A "' A A A A A A A Jamb + + + + + i ++ ++ ++++ NN + ++ it N + a mm;• D. Jpu=aa�r m + + ++ - ql 2 + + N2 " A+ A+ m= b. 1070 TECHNOLOGY DRIVE G) O 2!! S d 3 o H p �o O j�—(To N. VENICE, FL 34275 �(n" mZ a e (941 }480-1600 - o C o ;BC) CERT. OF AUTH.#29296 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED o 3. 1 o n 2 m -1 m mp iv o sy m N "° o fa d ANCHOR QUANTITY TABLES g 05/15/15 HORIZONTAL ROLLER - LM em J ROSOWSKI 1510 4ANTS -10 OF 18 R4 MD-HR5510-01 ' B Z ck Mh Vm+NA+ANNwwNcAA`N�NNANtiWcoV+in(n dNwaN��>AcwwA+-NAAu+++N+Z dj�v�o�7,y +tt wymNaw_AcmzpGCo-�Fg`�i]7 +� , P�3•R2y$$ Jn�•+1m l I vm•Nm+NAAw+wN�NNANNAUNAc±tb. y�Dmi>zZ�im3On20DvvGMMNpu7 �G�+77NnPNwA++>AN.AAw}4�++}� dl'�pW�w"mNw+tA+(>A�NAAa I I* '�iiNDy�`�• • y ,,•� •,,AwNA`,w++t�ANwA+i>4AmAte++mw�`B�ZZRm�c��',(ANN}Aww+t>AN?wAm•1+Nr+u.+ _ I Wndow Buck Width 1 Glass Types 6-8 Sash Configuration Sash Wide Range (in) Anchor Quantities forXOX Windows 24- Height 30' Height 36' Height 48' Height 54' Height 63' Height 24' Height 1 30" Height 36' Height 4W Height 51" Height 1 63- Height ReirdLate) Head 8 Sill Head 8 Sill Head 8 Si9 ' Head &Sill Head 8 Sill' a Head & Sill Head 8 SillHead a &Sill ' Head 8 S01 a ' Head &Sill a Head 8 BillHead a a 8 Sill Anchor Group A Anther Group C 35.1/4' Y-Y-%a 11.391 - 11.391 1+C2+C+C2+1 2 1+C2+0+C2+1 21+C2+0+C2+1 31+C2+04C2+1 41+C2+0+C2+1 41+C2+0+C2+1 4 1+C2+0+C2+1 21+C2+G+C2+1 21+C2+•O+C2+1 31+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 38' '/a-Y-Y 12.308'-12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C21 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 1+C2+0+C2+1 4 %-y y4 11-391 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+ 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-08" Y-Y-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 2 1+02+O+C2+1 2 1+C2+o+C2+1 3 i+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 y-Y-� 11.391-12.297 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+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+C2+1 4 1+C2+1+C2+1 4 47'314' %i-X-Y 12298-15.558 1+C2+0+C2+1 2 S+C2+O+C2+1 2 1+CZ+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+p+C2+1 4 1+C2+p+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 9 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+OFC2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+02+1 4 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-1ff %.-Y-% 12017-13.397 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+02+1 3 1+CZ+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 13.398-17.016 t+C2+D+C2+1 2 1+C2+0tC2+1 2 1+C2+DtC2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+32+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+O+C2+1 4 Custom 11.391 - 13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 60' %-%-% 13.39B-15.360 1+C2+1+C2+i 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+CZ+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 9 � �-%-Y 15.381-19.641 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+1�+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+p+ +1 4 +C2+0+C1+1 4 1+ + Custom 11.391-13.397 1+02+3+C2+1 2 1+CZ+3+C2+1 2 i+C2+3+CZ+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 i+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 76' '/n-%-'ya 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4. 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 -3j 19.111-24.641 i+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+C2r1 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+CZ+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 4 1+C2+3+C2+1 4 7+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C1+3+C2 1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 V1211 %Y-% 19.398-24.360 i+C2+3+C2+1 2 1+C2+3+G2+1 2 i+C2+3+C2+1 3 1+C2+3+CZ+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+C2r1 4 1+CY+3+C2+1 4 1+C2+3+C2+1 4Custom 24.261-30.360 1+C2+2+C2+1 2 1+C2+2+C2+121+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 14C2+2+C2+1 4 Y-Y-i+ "-30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+GZ+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/+C2+3+02+1 $1+C2+3+C2+1 4 1+C2+3+C2+1 4 1'+C2+3+C2+1 4 Anchor Group B Anchor Group D 35-114' %-%-% 11.391-11.391 1+C2+0+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+D+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38" Y Y 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+G+C2+1 4 1+C2+O+C2+1 4 1+C2+O+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+O+C2+1 4 1+C2+O+C2+1 4 -Y-y 11.391-13.397 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 i+C2+0+C2+1 2 1+C2+WC2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 45-118' Y-'ya-'/,t 13.398-14.883 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Y4-Y-Y 11.391-12297 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+i 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+CZ+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 4 47-SW %-%-Y 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+O+C2+1 4 I+C2+DtC2+1 4 I+C2+O+C2+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Custom 11291-12.016 1+C2+1+C2+1 2 1+C2+1+C2+7 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+i+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52N8' Y-Y-Y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 $ 1+C2+1+CZ+1 4 1+C2+14C2+7 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+02+1 4 3 %-Y-ye 13.39B-17.018 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+o+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1rC2+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+02+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 g so- Y-Y-Y 13.398-15.360 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 9 1+C2+1+C2+1 4 1+C2+1+CZ+1 4 1+C2+1+C2+1 4 1+C2+1+02+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 T '�-'/3-y 15.381-19.641 1+C2tprC2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+CZ+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.SW 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 i+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 75' )4-Ja-'/n 13.398-19.110 1+02+2+C2+1 2 1+02+2+02+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+02+2+G2+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 4 i+C2+2+C2+1 4 1+C2+2+C2+1 4 %-Y-Y 119.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 Custom 18.360-1e.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 i+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 -}i--% 19.398-24.360 i+C2+3+C2+1 2 1+C2+3+C2+12i+C2+3+C2+1 3 1+C2+3+02+1 4 i+C2+3+C2+1 4 i+C2+3+C2+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+CZ+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ;12., GLslem 24.381.30.360 1+02+2+C2+i 21+C2+2+C2+1 2 1+C2+2+C2+1 31+C2+2+C2+1 4 1+C2+2+C2+14 7+C2+2+C2+1 4 1+C2+2+C2+12 1+CZ+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 %-Y Y "-30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 i+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+O2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 i+C2+3+C2+1 4 1+02+3+C2+1 4 1+02+3+C2+1 4 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F "MIN, SASH SIZE=WINDOWWIDTH-5928 NOTES; w�.�..--•v"��_.`.....��_...� 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34). SASH SIZE IS AS PER THE FIGURES ON SHEETS 641. 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)-IM-1/2-1/4" AND-1/3-Ir-1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACFNTCOLUMN. 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE PRODUCT REVISED as eomPly�-ng with tho Florida Building Code NOA-No. 17-0411.08 expiration Date 09/24/2020 m ADDED NOTE TO ANCHOR . z QTY. TABLES. %1` W LYI*v—' ,,�� Q�. 1.%CENSF'•.1(�� * : No. 58705 0 AVVPL i A•,• !!/ �i4 40RIOP,.•' ".s7,oniAi 10,1�' A. LYNN MILLER, P.E. Anchor Group B Anchor Group p 35-1/4" 73-}i-h 11.391-11.391 1+C2+O+•C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2t() C 4 t+C2+ptC2+4 4 1+C2+prC2+•1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 7tC2+p+C2+1 4 1+CZ+O+C2+1 4 1+C1+O+C2+1 4 39, %-y-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+CZ+D+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 %+-M-Y4 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+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2t1 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-v� 1-35-3a 13.398 - 14.683 i+C2+OtC2+1 2 1+C2+0+02+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 - 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 i+CZ+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+02+1 4 47-3/4° '/-%3I% 12.298-15.558 1+02+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 Custom 11.391-12.016 1+02+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+02+1 4 1+02+1+C2+1 4 t 62-1/8° %�Y-Ya 12.017-13.397 1+C2+1+C2+1 2 1tC2+1+C2+:1 2 1+C2+1+C2+1 9 1+C2+1+C2+1 4 1+CZ+1+C2+1 4 1tC2+1+C2t1 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+02+1+C2+1 4 � Y-'/s-- 93.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+CZ+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+02+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 t+C2+1+C2+1 3 t+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+CZ+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 6(' Y-y-y 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 NC2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y.-Y.-Y. 15.361-19.641 1+C2+0+D2+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+0tC3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 t+C2+0+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75' '/+-Ys-% 13.398-10,110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2t1 4 i+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+CZ+1 4 1+C2+2+CZ+1 4 %-% 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 �2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+CZ+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 t+C2+3+02+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+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24,361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+.C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2t1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+i 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120° I %-ia -30.380 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+02+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+CZ+3+C2+1 4 t+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: SEE TABLE 13 FOR DESIGN PRESSURE MIN. SASH SQE= 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 U6-NG THESE TABLES. . 4)-1/4-112-1/4-AND "1/3.14.1/3• 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 is complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 0 ci to m Z W ne 1 W to O O o it m� p p slog p O � rm C7 N n to [� Z LL ton CO F. Z V t2 ¢ J tinp o LU i- > DO Q ...1 t co t Z m cOi ("_ �_ IX J1 L.L O )— O ® N z 7sa4S CY Z F- W z EJp o p O o z N 0Lb Q = r ``1,It III II I'/r, 0QNY LYN!y `* NO.58705 .13 A. LYNN MILLER, P.E. P.F-# 58705 TABLE25: Glass Types 7 & 8 Sash Sash .........._.... _._.._.. __. _-. _. __.._..._ .__-_.___- Anchor Quantities for XOX Windows 24- Height 30' Height 36" Height 1 48- Height 54" Height 63" Height 24" Hecht 1 30- Height 36" Height 48" Height 54" Heigh[ 63" Height Remf. Level Configuration Width Range (m) Head & S81 30 n E Head & SOI a Heed & S01 a E Head & Sill a E Head & S51 E Head 8 S81 m Head & S81 m Head & SRI Heed & Sill a Head 8 Sir a Head & Sol Head &Sillit Anchor GroupA Anchor Group t m ii c 5' 35-1/4' 11.391-11.391 Not/Wowed 1+C2+O+C2+1 2 1+C2+O+C2*1 2 1 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 36" Ys-Ye-% 12.308-12.309 1+C2+0+C2+1 1+C2+o+C2+1 2 1+C2+O+C2+1 Z 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 3 1+C2+0+C2+1 4 11+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 4 1+C2+O+C2+1 4 45-118° y-Y % 11.391-13.397 -%-� 73.398-14.883 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+O+C2+1 4 1+C2+0+C2+1 4 47J/4' y%-y t1.391-12.297 1+C2+1+C2+1 1+C2+O+C2+1 2 1 t+C2+1+p+1 2 1+C2+0+C2+1 2 1+C2*1+C2+1 2 1+C2+0+C2+1 3 1+C2+1+U+1 3 1+C2+O+C2+1 4 1 1+C2+1+02+1 4 1+C2+O+C2+1 4 1+C2e1+C2+1 4 4 1+p+0+C2+1 4 t-is Ya-/t 12.298-15.558 52.1l8° Custom 11.391-12.016 1*C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+7+C2+1 3 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 4 4 1+C2+1+C2+1 4 %-Y-Ya 12.017-13.397 j§-%-% 13,398-17.016 1+C2+O+C2t7 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+0+C2+1 1+C2+3+C2+1 i+C2+2+C2*1 t+C2+1+p+1 2 1+C2+0+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2*D•C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+0*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+0+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2+0+C2*1 3 1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+0+C2+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C2+0+C2+1 4 1+C2+1+C2+1 4 1+C2*1+C2+1 4 1+C2°0+C2+1 4 1+C2+3+C2+1 4 1+C2+2+C2+1 4 1+C2+1+C2+1 4 1+C2+0+C2•1 4 4 1+C2+1+C2+1 4 4 1+C2+1+C2+1 4 4 1+C2+0+CZ+1 4 4 1+C2+3+C2+1 4 b 1+C2+2+C2+1 4 4 1+C2+1+C2+1 4 80- Custom 111.391-13.397 %-%-% 113.398-15.360 %-Ya 115,361 - I 641 75' Custom 11.391-13.397 Y_Y:-% 113.398 -19.110 Y%.Ya 119.111 -24.641 98' Custom 118.360-19.397 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 n4 1 % 19.398-24.360 1+C2+3+C2+1 1+C2+2+C2+1 11-C2-3+C2+1 2 1+C2+3+C2*1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 4 1+C2+3+C2+1 4 1+C2+2+C2+1 4 1+p+3+C3+1 4 4 I+C3 2+p+1 4 Custom 24.361-30.350 120' %-)4--% 1 -30.360 21+C2+3+C2+1 2 1+C2+3+C2+1 31+C2+3+C2+1 41+C2+3+C2+1 4 1+C3+3+p+1 4 AnchorGroup B Anchor Group D 35-7 f4" '+/s-Y-)i 11.391-11.391 1+C2+O+C2+1 21+C2+O+C2H 2 1+C2+0+C2+7 31+C2+O+C2+1 41+C2+O+C2*1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38- Y 34 12.308-12.308 1+C2+9+C2+1 21+C2+11,+C2+1 2 1+C2+0•C2+1 31+C2+D+C2+1 4 1+C2+0+C2*1 4 1+C2+O+C2+1 4 1 1+C2+G+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+p+O+CZ+1 4 1+C2+0+02+1 4 -3i-% 11.391-13.397 1+p+0+C2+1 2 1+G2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 7+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 45-1/6° -Y- 13.390-14.683 1+C2+0+C2+1 2 1+G2+0+C2+1 2 1+C2+0+C2+1 31+C2+D+C2+1 4 1+C2+0+02+1 4 1+C2+MC2+1 4 1+C2+0+C2+1 2 7+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 y_y,y, 11.391-12297 1+C2+1+C2+1 21+C2+1+C2+1 21+C2+1+02+1 31+C2+1+C2+1 4 1+C2+1+C2+1 41+C2+1+C2+1 4 1+C2+1+C2+1 21+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+t+p+1 4 1+C2+1+C2+1 4 473/4' 12298-15.558 1+C2+D+C2+1'2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 i+C2*0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2-1 2 1+C2+9+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+CZ+O+C2+1 4 Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31+C2+1+CZ+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+CZ+1+C2+1 4 4S .52-118" %%-'/a 12.017-13.397 1+C2+1+C2+1 2 1+C2*1+C2+1 2 7+C2+1+C2+1 3 t+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+Cl+t+C2*1 3 1+C2+1+C2+1 4 ll C 1+C2+1 4 1+C2+1+C2+1 4 %-y-)/a 13.398-17.016 1+C2+1i+C2+i 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 7+C2+0+C2+1 4 1+C2+0+CZ+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 r m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C1+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+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 BO° Y+--%-Y+ 13.398 - 15.380 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 3 1+C2+11+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 i+C2+1+C2+1 4 1+C2+1+C2+1 4 X-js % 15.361 - 19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+D+02+1 4 1+C2-1I C2+1 4 1+C3+o+C3+1 4 1+C2+0+C2+1 2 7+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 i+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+p+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+CZ+3+C2+1 4 75. +/ -y 13.398-19.110 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1+C2+2+C2+1 3 i+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+i 4 1+C2+2+C2+1 d t+C2+2+C2+1 4 Ye-� 19.111-24.841 1+C2*1+C2+1 2 1+C2+'I+C2+1 2 1+C2+1+C2+1 31+C2+1+p+1 41+C2+1+C2+1 4 1+C3+7+p+1 4 7+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+CZ+1 4 Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3*p+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 i+C2+3+C2+1 4 1+C2+3+C2+1 4 tl�2W %%.y, 19.398-24.360 1+C2+3+C2*1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 b 1+C2+3+C2+1 d i+c3+3+p+1 4 NC2+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 Custom24,361-30.350 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2*2*C2+t i+C2+2+C2+7 131+C2+3+C2+11 4 1*C2+2*C2+1 4 1*C3*2+p+i 4 1+C2+2+C2*1 2 1+C2+2+C2+i 2 1+C2+2+C2+7 3 1+C2+2+C2+t d 7+C2+2+C2+1 4 1+C2+2+C2+1 4 %h Y4 —-30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+(,2*1 4 1+C2+3+C2+1 4 1.+C3+3+p+1 4 1+C2+3+C2+1 2 1+G2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 4 11+C2+3+C2+1 4 1+C2+3+C2+1 4 "MIN. SASH SIZE= WINDOW WIDTH-5928 Max. Anchor O.C. Anchor 2 Spacing for "Integral- Group F Fin" Installation NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FORA 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 com mg with the Florida Building do NOA-No. 17-0411.08 .Expiration Date 09/24/2020 m ADDED NOTE TO ANCHOR z QTY. TABLES. • 10 2 fi] Z vi ic3 co 'tea o > F o Z W } a1o0 a U f` w N Oato = H. O eF W V m Q W smo S c2 1 ��v ' a Z OU Q �"• J LL 0 I H O v ® a Q of 1� I _l Cf F- Z e1nnS oZ O o o IV it U U Q LY- O t`nr, r .011 rosao sa '._i i `711111 till//// ! ��NY LYN ` Q, ,.- VCEN.S,%(�t� No, 58705 ISUT7EF7 Di•. ; 0<l/� �i�tS'•.'�ZORIDP•.• A LYNN MILLER, P.E. P.E.0 58705 Glass Types 10. 12 Sash Sash Anchor Quantities forXOX Windows 24- Height 30- Height 38- Height 48• Height 54- Height 63• Height 24- Height 30• Height 36' Height 48' Height 64• Height Br Height �� Leuel Co07gumtlon WMth e Barg M) Head 8 SIII E „ Fhad 8 SIII E ' Head 8 SI➢ E ' Head 8 S11I � Head 8 5➢I E � Head 8 3}I E ' Bead 8 S➢I � Head 8 Sill E � Head 8 Sitl E ' Head 8 S81 E ' Head 8 5➢1 E E ' Head 8 Sill R4 Anchor Group A Anchor Group C m 35-V4' Y-Y-Y 11.301-11.391 1 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+C2r0+C2+1 4 1+C2+0'C2+1 4 36• Y-Y-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+O+C2+1 4 1+C2+0+C2+i 4 45 118' -�-% 11.391 - 13.397 1+C2+O+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+0+C3+1 R Y-�-� 13.398-14.683 1+CZ+p+(2+1 2 1+C2+0+C2+1 2 1+C2+0*C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C3+Q+C3+1 4 47.3i4' %-Y-y 11.391-12297 1+C2+O+C2+1 1+C2+p+C2+1 2 1+C2+0+=+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+CZ+1 3 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 C3 4 1+C3+O++1 4 4 t+C3+0+C3+1 4 Y-%-Y 17-298-15.556 52-1/8' Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+i 4 1+C3+0+C3«t 4 ya-y2-y4 12.017 - 13.397 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+CZ+1 3 1+C3+0+0+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 Y-'%-% 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+02+D+C2+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 60' Custom 11.391-13.397 1+C2+2+C2+1 2 1+CZ+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+CS+2+C3+1 4 1+C3+2+C3+1 4 Y Y-% 13.398 - 111360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 Y-Y--Y, 15.361 - 19.641 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+o+C4+1 4 75• Custom 11.391 - 13.397 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+0+C2+1 2 1+C2+3+C2+1 2 1+02+2+02+1 2 1+C2+D+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+0+C30 3 1+G2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+0+C3+1 4 1+03+3+C3+1 4 1+C3+3+C3+1 4 1+C4+0+04+i 4 1+C3+3+C3+1 4 4 1+C4+3+C 4- 1 4 4 1+C4+O+C4+1 4 y/ %-)a 13.395-19.110 -Y,-Y 18.111-24.641 06' Custom 17.841 - 19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 i+C3+4+C3+i 4 1+C4+4+04+1 4 Y,%--X 19.398-24.360 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 Y-Y,-Y 24.361-31.641 1+C2+2+C2+1 2 2 — +212 2+02+2+C2+ 3 2+C3+3+C3+2 4 2+C3+3+C3 4 2+C4+3rC4+2 4 120" Y-31-% 29.641-32515 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+4+M-+ 4 2+C3+4+C3+2 4 2+C4+4+04+2 4 Y-Y-Y 3Z516-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3«C2+2 3 2+C3+3+C3+2 2+CA+3+C1++ 4 2+C4+3+04+2 4 140- Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+ 4127 (q+4+'044 2+C4+4+04+2 4 Anchor Group B Anchor Group D 35-114' Y-'/s-'/n 11.391-11.391 1+C2+0+C2+1 2 1*C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 C2+D+C2+1 3 1+C2+O+C2+1 4 NC2+O+C2+1 4 1+C2+0+C2+1 4 38' Y-Y-Y 12.308-IZ308 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 i+C1+0+C2+1 C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+02+0+C2+1 4 Y-Y 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 i+C2+D+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 i+C3+0+C3+1 4 45-t/8' X-Y 13.398-14.683 i+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 i+C3+0+C3+1 4 i+C2+0+C2+1 2 1+C2+O+C2+1 C2+D+C2+1 $ f2l+,r-2+D+C2+i 1+C2+O+C2+f 4 1+C2+G+C2+1 4 1+C3+O+C3+1 4 %-'1:-Y 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+D+C3+1 4 1+C3+0+C3+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+D+C2+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 C2+O+C2+1 3 i+C2+0+02+1 4 1+C3+0+W+1 4 1+C3+O+C3+1 4 Custom 11.391-12.016 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+03+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+Cb0+C2+1 2 i+C2+0+C2+1 3 1+C1+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+i 4 52-1/8• %Y-ta 12017-13.397 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+WC3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+WC2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Y-Y-Y 13.398.17.016 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C9+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+7 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3H 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+C3+2+CG+1 4 1+C2+2+C3+1 4 m so, %-h % 13.396-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+i 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1-C3+1 4 1+C3+1+C3+1 4 Y-%-Y 15.361-19.641 1+C2+0+02+i 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C3+O+C3+i 4 1+C3+D+C3+1 4 i+C4+O+C4+1 4 Custom 11.391-13.397 1rC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+03+3+C3+1 4 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 76' %h % 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 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1 1+C3+2+C3+1 4 1+C4+2+C4+1 4 %-%-Y 19,111-24.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C2+D+C3+1 4 1+C4+0+04+1 4 1+CA+0+C4+1 4 1+C2+D+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 1+G4*0+C4+1 4 t+C4+0+C4+1 4 Custom 17.641 - 19.397 i1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+4+C2+1 3 1+C3+4+C3+1 4 1+Ca+4+C3+1 4 1+C4+4«G4+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+C3+4+C3+1 4 1+C4+4+04+i 4 98' Y-%-y 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 i+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+G4+1 4 1+C2+2+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+CA+3+C4+1 4 Y-Y-Y 24.361-31ZO 2+C2+2+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+ 4 2+C4+3+C4+2 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C3+2+C3+1 4 1+03+2+C3+1 4 1+Cq+2+C4+1 4 %-'/+ 29.641-32.515 +C2+3+C2+2-2 2+C2+3+C2+ 2 2+C2r4+C2+2 3 2+C3+4+C3r2 4 2+C3+4+C3+ 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+(Z+2 2 2+C2+3+CZ+2 3 2+C3+4+C3+2 4 2+C3+4+(3+ 4 2+C4+4+C4+2 4 120" 32.516 - 39.641 +C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+4+C3+ 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2+C2+2+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+Cq+ 4 140' Custom -39.641 2+(Z+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+(2+2 3 2+C3+4+(3+ 4 2+C4+4rC4+ 4 2+C5+4+C5+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C3+4+C3+2 4 2+C4+4+04+ 4 2+C4+4+C4+2 4 NU I tJ: Stt IA64t 16 FUH UtJIUN YKCJfiUKt ' 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). LASS TYPES 10-12 814-16 '• MIN. SASH SIZE a WINDOW WIDTH -60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. THE AVAILABLE WIDTH OR DIMENSION SHOWN ON THE TABLE. AYNOTB AY NOT BE USED WITH 2 2) FOR SIZES NOT SHOWN, ROUND UP TO NEXT HEIGHT ju-CHANNELORINTEGRAL 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4)-1/4-112-1/4' 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 Da//tee�O9/24/2020 BY ADDED NOTE TO ANCHOR QTY. TABLE& in S z T (o _!7 T o W w > � o O atop O o > to z Lin c� D ec cn2 a chiCL ZpLL0 N0 _U o H Z 'Wa,' co J ^ m J emo 00 Z 1— IY W LL Q _ J O ® m z 1aa4S Q Z z Q � alo'S p O o W U la� Q O `tt /77 NO.58705 J(3117 •�; STATE F z- ///till llltt A. LYNN MILLER, P.E. P.E.# 58705 - v umu ruc +eev n r• coervur cunwni nurac � cvennMc Glass Types 14 -16 Sash Sash Anchor Quantities for XOX Windows 24" Helght 30" Height 36' Height 48" ICe19M I 5V Height I 63" Height 24' Height 3T Height I B Height I 48" Height 54' HeIgM Cr HaigM ftnt Laval R4 Con/guration WIdM �We Cm) Head & SRI E Head & SRI a B Head & SRI a E Head & SIR a a Head & Sill Head & SRI m Head & SRI ' Head & SIII a ' Head & SRI a ' Head & SIII Head & Sin a Head & SRI Anchor Group A Anchor Group C ' 35.1/4" 38' 45-1I6'_ 47�4' 52-118' m 6(r 75° 96' 12a 140' Y-Y-Y 11.391-11.391 Not Mowed - 1+C2+O+C'2+1 2 7+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+o+C2+1 4 t+C2+0+C2+1 4 1+C2+O+C2+1 4 Y-Y-Y 112.308 -12.308 1+C2+O+C2+1 2 1+ix+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+7 4 1+C3+0+C3+1 4 Y4-%-Y 11.191-13.397 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+q+i 3 1++0+C3+1 q 3 1+C3+0+C3+1 3 i+C3+0+C3+1 4 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+CS+0+C3+1 4 1+C4+0+C4+1 4 4 1+C3+0+C3+1 4 4 1+C4+0+04+1 4 4 1+C3+O+p+1 4 h-'Y-Y13.398 -14.683 -Y-Y 11.391 -12297 Y-Y-Y 12.288-15.550 Custom 11.391 - U.016 1+CZ+O+C2+1 2 1+C2+0+C2+1 2 1+CS+0+C3+1 3 1+C3+0+C3+1 4 1+04+0++1 CA 4 1+C4+0+C4+1 4 y-Y-Y 112.017 -13.397 1+C2+0+C2+1 I+C2+0+C2+1 2 I+C2+0+C2+1 2 74C1+0+C2+1 2 1+C3+0+p+7 2 1+C3+O+C3+1 3 1+q+0+C3+1 3 1+C3+D+C3+1 4 1+C4+0+C4+1 4 1+C4+D+C4+1 4 1+CA+0+C4+1 4 4 1+C4+0+C4+1 4 Y,-Y-Y 113.398-17.016 Custom 11.391-13.397 1+C2+2+C2+1N1+C2+3-C2+1 C2*1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+C4+2+C4+1 4 y.-Y-Y 13.390-15.360 1+C2+1+C2+1CZ+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+CA+2+C4+1 4 15.361-19.641 1+C2+0+C2+1C2+1 21+C3+0+C3+1 3 1+C4+0+C4+1 41+C4+0+Ci4+1 41+C5+O+C5+14 custom 11.391-13.397 1+C2+2+C2+1 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 '/+-Ys-Y 73.398-19.110 1+C2+2+C2+1C2+1 1+C2+0+C2+1 C3+1 2 1+C2+34C2+1 2 1+C3+0+C3+1 3 1+C3+3+C3+1 3 1+CA+D+C4+1 4 1+C4+3+C4+1 4 1+C5+D+C5+1 4 1+04+3+C4+1 4 41+CS+o+C5+14 Y-Y-Y 19.111.24.641 Custom 17,641-19.397 1+C2+3+C2+1 C2+1 2 1+C2+3+C2+1 3 1+qM+p+1 4 1+C4+4+C4+1 4 1+CA+4+CA+14 Y-Y-Y+ 19.398 - 24.3M 1+C2+3+C2+1 1+C2+2+C2+1 2 1+C2+3+C2+1 2 2+C2+24C2+2 2 1+C2+3+C2+1 2 2+02+2+C2+ 3 1+C4+4+C4+1 3 2+C:4+3+C4+ 4 1+04+4+C4+1 4 2+04+3+04+ 4 1+C4+3+C4+1 4 4 1+C4+2+C4+1 4 Y-Ys-Y3 24.361-31.641 Y-Y-y 29.641-32.515 2+C2+3+C2+ 2 2+C2+34C2+ 2 2+C2+3+C2+ 3 2+C4+4+C4+2 4 2+04+4+CA+2 4 C4+3+CA+ 4 Y-Y-Y 32518-39.641 2+C2*2+C2+ 2 2+C2+3+C1+2 2 2+C2+3+C2+ 3 2-C4+3+CA+2 4 2+C4+3+CA+ 4 C4+3+C4+ 4 1C4+3+C,1+ Custom -39.841 2+C2+3+C24 2 2+C2+3+(2+2 2 2+C2+3+C2+ 3 2+C4+4+CA+2 4 2+C4+4+CA+ 4 4 Anchor Group B Anchor Group D 35-1/4' Y-Y- 11.391-11.391rl+C2-0�+C21+12+1 2 1+C2+O+C2+1 2 1+C!*O+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 7+C2+O+C2+1 2 1+C2+0+(2+1 2 1+C2+0+C2+1 3 14C2+D+C2+1 4 1+C2+0+C2+1 4 1+ 2+o+C2+1 4 38" Y-Y % 12308-12.=+1 2 i+C2+p+C2+1 z 1+C2+o+C2+1 3 1+C2+D+C2+1 4 1+CL+o+C2+1 q 1+C3+o+C3+1 4 1+C2w+C2+1 2 1+C2+O+C2+1 2 14C2+0+12+1 3 1+C2+D+C2+1 4 1+C24D+12+1 4 14C3+0+CZO 4 Y-h-Y 11.391-13.397+1 2 1+C2+0+(2+1 21+C2+CHC2+1 3 i+C3+0+q+1 4 1+C3+0+C3+1 4 1+CA+0+04+1 4 1+(2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C4+O+CA+1 4 45.1lB' Y-Y-Y14.6832+7 2 1t(2+O+C2+1 2 1+C2+p+C2+1 3 1+p+0+q+1 4 1+p+D+C3+1 4 1+C3+0+p+1 4 1+02+O+C2+1 2 1+(2+0+C2+1 2 1+C1+0+C2+1 3 1+C3+O+q+1 4 1+C3+0+C3+1 4 1+C3+D+p+1 4 j Y-Y 11.391 -122972+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+G1+0+C4+1 4 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C1+1 3 1+p+0+q+1 4 1+C3+0+p+1 4 i+C4+D+C4+1 44744°Y-Y-Y 12298-15.5582+1 2 1+C2+D+C2+1 2 1+C2+o+ra+1 3 1+p+0+C3+1 4 1+p+O+q+1 4 1+C3+O+C3+1 4 1+C2+OrC2r'I 2 5+C2+0+[2+1 2 1+C2+0+(2+1 3 1+C3H>+C3+1 4 1+p+p+p+1 4 1+C3+p+q+1Custom 11.391 -120162+1 2 I+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+p+1 4 1+C4+0+C4+1 4 1+C4+D+C4+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C5+D+C3+1 4 1+C4+O+04+1 4 1+CA+OMA+1 4 52-11ir Y-Y-Y 12017-13.397 1+C2+D+C2+1 2 14C2+0+C2+1 21+C3+D+C3+1 3 1+C3+o+p+1 41+C4+D+C4+1 4 1+C4+0+C4+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C3+0+C341 3 1+p+D+C3+1 4 1+0440+C4+1 41+C4+0+C4+1 4 Y-Y-Y 11398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+p+1 4 14(r1+D+C4+7 4 1+CA+O+C4+1 4 1+C2+O+C2+1 2 1+(240+(2+1 2 1*C3+0+C3+1 3 1+C3+O+q+1 4 i+C4+0+01+1 4 1+C4+D+(i1+1 4 Custom 11.391-13.397 1+CZ+2+C2+1 2 1+C2+2+C2+1 21+C2+2+C2+1 3 1+0+2+q+1 41+C3+2+p+1 4 1+CA+2+CA+1 4 1+C2+2+C2+1 21+C2+2+C2+1 2 1+C2+2+C2+1 9 1+C3+2+C3+1 4 I+C3+2+C3+1 41+C4+2+C4+1 4 m 60' Y-Y % 13.398-15.360 1+12+2+(2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 7+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 1+C3+1+C3+1 4 1+C4+1+C4+1 4 15,361-19.641 1+C2+0+C2+1 2 1+C2+W-C2+1 2 1+C3+O+p+1 3 1+01+0+01+1 4 1+04+0+0i+1 4 1+C5+D+CS+1 4 1+C2+6+C2+1 2 1+C2+0+C2+1 2 I+q+0+p+1 3 1+C4+0+C4+1 4 1+CA40+C4+1 4 1+CS+O+C5+1 4 Custom 11.391-13.397 1+CZ+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 +C3+1 4 1+0i+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+C4+1 4 1+CA+3MA+1 4 75• Y-Y.-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+CZ+3+C2+1 +C3+1 4 1+C4+3+C4+1 4 1+04+3+C4+1 4 HC2+2+C2+i 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+CA+2+CA+1 4 1+C4+2+C4+1 4 19.111-24.641 1+C2+0+ 2+1 2 1+q+0+C3+1 2 1+C3+0+C3+1 +CA+1 4 1+CS+D+C5+1 4 1+C540+C5+1 4 14C2+0+C2+1 2 14C3+O+C3+1 2 1+C3+0403+1 3 1+C4+0+C4+1 4 1+CS+O+C5+1 4 1+C5+0+C5+1 4 Custom 17.641-19.397 1+02+3+C2+1 2 1+C2+3+C2+t 2 1+C2+4+ 2+1 +C3+1 4 1+C4+4+C4+1 4 1+C 4.004+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C1+3+02+1 3 1+p+4+C3+1 4 1+CA+4 C4+1 4 1+C4+3+CA+1 4 96" Y%-Y 19.393-24.360 1+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+4+C2+1 +CA+1 K1+04+4+04+1 4 I+C4+4+C4+1 4 1+CA+3+CA+1 1+C2+2+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 14C4+3+04+1 4 1+04+3+CA+1 4 1+CA+3+C4+1 4 Y-Y-% 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 +CA+ 4 2+CA+3+C4+2 4 1+CA+2+C4+11+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+CA+2+C4+1 4 1+C4+2+C4+14 1+C4+2+C4+1 4 Y-%-Y 29.041-32.515 2+C2+3+C2+2 2 2+CL+3+C2+2 2 2+C2+4+C2+2 +C4+2 4 2+C4+4+C4+2 4 2+C4+4+C4+ 2+(2+3+C2+2 142+CZ+2+C2+2 2 +C2+3+C2+2 2 2+C2+3+C2+2 3 2+CA+4+CA+ 4 2+CA+4+CA+2 4 2+C4+3+04+2 4 Y 32.516-39.841 +(2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+f2+2 +CA+2 4 2+C444+C4+2 4 2+C4*3+C4+22 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+04+3+CA+ 4 2+C4+3+C4+2 4 2+C4+2+140' Custom -30.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+CA+ 4 2+CA+4+C4+2 4 2+CA+34CA+22+C2+3+C2+ 2 2+C2+3+CZ+ 2 2+C2+3+C2+2 3 2+C4+4+CA+2 4 2+C4+4+C1+2 4 2+C4+3+C4+ 4 GLASS TYPES 10.12 & 14.16 "' MIN. SASH SIZE= WINDOW WIDTH -60.72 MAY NOT BE USED WITH 2 J-CHANNEL OR INTEGRAL FIN FRAMES 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6A, 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4)'114-112.1(4' AND'113.113.1l3" 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 Bollding Code HOA-No. 17-0411.08 Expiratlon/Date 099124�/2020 BY ADDED NOTE TO ANCHOR ' OTY. TABLES. m ti to e,��o of W o1� n C7 N z n ¢ ---j ti O Z� Z D•M n0 � 0 3 00c. o W Z co0¢ +-< fn J OMO o W� r->d y m Q J CO r Z 01 $ W LL J (O ® Q IV) = Q Z v (� O o o T � ZQ O t' 1 a10C �asa0 saves I� .`tt1t 1 Y LYIVIV ., ITN ......... N .. � �.•• LICENSE .�� * No.58705 •� �`a33► 1 E ate= T(h T T o i�,�sS •- �ORIDP ,••G��`� `�. ��NALIENt�. A LYNN MILLER, PR P.PJ158705 TABLE 28: Bill of Material # Part# Description Material 1 62D121 Frame Head, Sig and Jambs - J-Channel PVC 2 62D122 Frame Head, Sill and Jambs -Flange PVC 3 620123 Frame Head, Sill and Jarnbs -Fin PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 Anti -Lift Insert / Trim Coker PVC 14 620131 Fixed Meeting Rail PVC 15 620168 Track Insert 6063 T6 At 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 T6 AI 19 62D156 Pull Rail Interlock 6063 TO AI 20 620144 Pull Rail Intedook Coker PVC 21 620150 Light Sash Reinforcement 606376 Al 22 620151 Standard Sash Reirdorcement 6063 T6 AI 23 620152 HD SashRelydarcement 6063T6AI 24 620153 Standard Meeting Rail Reinforcement 6005 75 At 25 620154 HD Meeting Rail Reinforcement 6005 75 Al 26 E20155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005T5AI 27 71OX114PPA #10 x 1-1/4° PH. PH SDS (Monorail Screw) 41O SS 28 616" Weatherstrip, .187' x 270' Fin Pile 29 61719 lWeatherstdp, .187" x .22W Poly Pile 30 #8 x 1' Ph. PH SDS (Interlock Mounting Screw) 41O SS 31 78)012PPA #8x 3-1/7 Ph. PH SMS (Fixed Meeting Rail Screw) 41O SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Coker 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 Tmc 40 #6 x 1-1/8' Ph. Fill SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 76X34PPA #6x 3/4" PH. PH SDS (Keeper Screw) - SS 43 7612FPTX #6 x 112" FPH Tek (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon 46 Lockstile Top Comer Key Nylon 47 1 Lockstile Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 Lami. I.G. Bead PVC 74 Beckbedding, GE 770D or Dow 791 Silicone 75 71B8415 Setting Block (7/8' x 2' x 1/8% 85 +/- 5 dum. EPDM 80 61011 Rolldarmed Screen Alum 81 61012 Extruded Screen Frame Alum 82 1 Extruded Screen Spreader Bar Alum 83 Screen Comer Key with Pull Ring PVC 84 4Screen Comer Key No Pull Ring PVC 85 M7CASPM Tension Spring SS 86 Screen Cloth Fiberglass 87 .140' Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) ITEMS # 5-12, 18, 35. 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. I _-►-I�►- .062' I-►{Oi'�- .062^ 2.445" ( I �-- 2.445" ( L, IL�l=uoa� It�- �I oaf II�Iu❑❑0� o II(_JMI'ILJ'�� J' J•CHANNEL •�6° IIrIf FLANGE FRAME FIN FRAME EQUAL LEG FRAME 1.375 OFRAME &JAMBS SAD, SILL r O2 JA SILL 1,317 O3 MES JAMEHEADHEADSSILL& O AMESSILLB 1.872° 1.641" T jam- 1.5D7° J Q I 1.437° 1 1.650° .772° .066" o O 1.020° 1.376" ''7� II .590" .471" .065' 1231" I-•- } •060° �'tI� � 1.000" �-- �'O70„ .050" LIFT RAIL LIFT RAIL 13 BTRIM COIVERR 14 EETING RAIL 16 INSERT16 SASH RAIL FIXED TRACK19 INTERLOCK O INTERLOCK COVER ,,JJ 300" Ise .316' ---�i .070" .060' 1.100" •moo" �r .175° [1 .750" � .754" .715- 715° .025° .035" 1.185' !•+- .060" ROLLED OEXTR ED� DGHT SASH STANDARD SASH 72 BEADING B8 SCREEN FRAME 81 SCREEUN FRAME 21 REINFORCEMENT O R NFORCEME14T I 070" 1.182"� 280' 1.184" r--I u .070' �.094° .070° .791°�1.036" 1.1.L 1.2 e1o^ 1 TVII T} I►- -- 150° T� 1.331° �- 1.340" I-+- -f{ 1.340' (f- 1 OHD SASH O STANDARD HD MEETING HD HR MEETING PRODUCT REVISED 23 REINFORCEMENT 24 REINFORCMEETING EMIL RAILENT O REINFORCEMENT 26 REINFORCEMENT RAIL17 MONORAIL Buils complying oeWrth the Florida NOA-No. 17-0411.08 \\\ 77 Revised By. Dote: Recision: �rPiration Date 9/24/20' LYNN�i ,,J R 03/27/17 NO CHANGES THIS SHEET. by �1 k.IGENSF •• _4 % Mlaml-0a roduct Control Q- .• .�(\P Revised W. Date: Revision: No.58705 • * - ® Description: D-_ By: 'O WINDOW EXTRUSIONS & BOM J ROSOWSKI 3r ••' <t/1070 TECHNOLOGY DRIVE t\ lV : rare: Date: &;/0�aRNG�,.` (s4�1)48l�io o 75 � HORIZONTAL ROLLER- LM 05/15/15 /ri( /N�,A,�L Ek\ nri.woursaFSEavEo SeNes/Afod�k Scotts Sheet: Dr.Wag Na. Rer. A.ITIVIV MILLER, P.E. CERT. OFAUTH. #29298 HR-5510 NTS 17 OF 18 MD-HR551 D-01 B P.E.#5A705 MITERED FRAME WITH INTERIOR AND SGMOR FRAME WELDS SASH ASSEMBLY DETAILS EXTERIOR C? ATTACHED TO SASH RAIL Egress Lock 8111 of Material Part# Dem dpdon Material 1D0 I 7MC7024 MWtI-Point Lock Operator Cast 21nc loll 73M Operator mounting Plate Sleet 102 72016 MullipoSnt Lock Keeper Atuminum 103 720214 Multipcint Lock Guide Nylon 104 220217.221 Tie Bar (Length Varies) Stemless Steel 105 71D24)(12HFX #10 x VT HH MS Stainless Steel 108 78X1FPAX 98 x i" Ph. FH SMS Stainless Steel 107 78)(76FPTX #8 x 3/4" Ph. FH SOS I Stainless Steil \% ATTACHED TOE L.. 103 30 FRAME JAMB \ ' EGRESS LOCK 1B 37 DETAILS 40 (NOTTOSCALE 39 88 83 OR 84 42 704 l 87 °, OPT. AUTO LOCK 85 \\ PRODUCT REVISED 45 ATTACHED TO as complying with She Florida j FRAME JAMB48 1_ Building Coda A 106 NOA-No. 17-0411.08 + Expiration Date 09/24/2020 42 OO Br 16 10 miaml- a roduct Control 82 74 \ CPT. 72 \ \ \• 36 702 X4 40 r l 41'\ ��'•� \ i 47 ® 42 t OPT. SWEEP LOCK ATTACHED FRAME JAM80 80 CR B1 15 1070 TECHNOLOGY DRIVE MITERED FRAME WfTH ® N. VENICE, F1 34275 I 1 INTERIOR AND EXTERIOR FRAME WELDS 100 (941)-480-1600 1 i i l l III)- CET. OF AUTH. #29296 SCREEN ASSEMBLY �``\NN", "*SN'l1/'''� JR 03/27/17 a�+Ai+cisTHLssi�r. DETAILS Qom` F' .4� = Er. a�rr�m"• • to Rwrsed Data Nc. 58705 83 OR 84 EXTERIOR I FRAME �0'.. :AT' I 1�::��` EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY '�t�`"'G�` HORIZONTAL ROLLER - LM 05/15/15 TWM Data: NOTES: DETAILS '�, / `1) GLASS AND SOME PARTWOPTIONS NOTSHOWNON DRAWING FORCLARITY. j lrAL �'N \` - i 2) J-CHANNEL FRAME SHOWN, PART # 1.OTHER FRAME TYPES APPLY. ! 1! r 111111 �� Seriea/ModoL• Smk: ShaeL• Drawing Na. Rev: 3) FOR REINFORCEMENT TYPES, SEE OETAILS ON SHEETS E8. A. LYNN MM1.i.ER PE. HR-5510 NTS 18 OF 18 MD-HR5510-01 S P1_.#58705 I