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HomeMy WebLinkAboutPW 5540 Series PVC Fixed Casement Window ImpactMIAMI·DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)www.miamidade.gov/economy PGT Industries, lIne. 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 "PW-5540"PVC Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through 13 of 13, dated 09/09/14, with revision A dated 05/05/16, 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# 15-0415.01 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 Manuel Perez, P.E. MIAMI-DADE COUNTY /:1441.41'1:,1 NOA No. 16-0714.19 Expiration Date: September 24,2020 e 1/261,6 Approval Date: September 01,2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0415.01) 2. Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through 13 of 13, dated 09/09/14, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL Edge™ 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. 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 a series 5520/5420 PVC fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 15-0415.01) 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 a series 5540/5440 PVC easement picture windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 15-0415.01) E-1 '-t#U»*-2Manuel Per@*P.E. Product Control Exaniner NOA No. 1*714.19 Expiration Date: September 24,2020 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 15-0415.01) 5. Additional, Reference test report FTL-8183 per TAS 201,202 & 203-94, issued by Fenestration Testing Laboratory, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 04/24/15 and revised on 09/03/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0415.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 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. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice ofAcceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. Manuel67*, P.E. Product ContrdlE3Aminer NOA No. 1-6-0714.19 Expiration Date: September 24,2020 Approval Date: September 01, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated April 10,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOANo. 15-0415.01) 2. Statement letter of no financial interest, dated April 10, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0415.01) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 15-0415.01) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice ofAcceptance No. 15-0415.01, issued to PGT Industries, Inc. for their Series "PW-5540" Vinyl Fixed Windows - LMI, approved on 09/24/15 and expiring on 09/24/20. E-3 Manuel Rern, P.E. ZA Product Contro<Exminer NOA No. *6714.19 Expiration Date: September 24,2020 Approval Date: September 01, 2016 GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL FIXED CASEMENT WINDOW 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 REQU[RED 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). B, SEE SHEET 3 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING MAX. JAMB O.C. STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.4-13 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TH[S 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-7897,8128, 8174; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA, ROYAL 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) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. GENERAL NOTES.........................1 ELEVATIONS.................................1 FRAME, GLASS & ANCHOR OPTIONS............................ 2 INSTALLATION, FLANGE & EQUAL LEG.......................... 3 INSTALLATION, INTEGRAL FIN & FRAME ASSEMBLY TUBE............ 5-6 GLAZING DETAILS........................ 7 DESIGN PRESSURES...................8-12 BOM & ASSEMBLY........................13 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-3/4" STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S100-07/52-2010 A 8 -Ii 1_ 6" MAX. MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 4-13 VISIBLE LIGHT WIDTH 11 11 VISIBLEE LIGHT HEIGHT --1- - A, SEE SHEET 3 TYP. EQUAL-LEG/BOX & FLANGE FRAME (90° CORNERS) - 6" MAX.D, SEE SHEET 4 1 MAX. BUCK HEIGHT, SEE TABLES 4-13 (LONG OR 1 SHORT SIDE) 6" MAX.-1 4- MAX. O.C. SEE TABLES 4-13 VISIBLE LIGHT WIDTH 6" MAX.-1 1-l It 6" MAX. 1 VISIBLE LIGHT HEIGHT 1-4-MAX. O.C. SEE TABLES 4-13 MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) MAX. JAMB O.C. SEE TABLES 4-9 f - 6" MAX. C . MAX. O.C. _SEE , TABLES ' 4-9 X MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORTSIDE) 1.25" MAX. D -"f i _f IMPACT RATING LARGE & SMALL MISSILE IMPACT RESISTANT DESIGN PRESSURE RATING VARIES PER OPTIONS, SEE TABLES 4-13, SHEETS 8-12 MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) » v MAX. O.C. SEE TABLES 4-9 ................ VISIBLE LIGHT WIDTH 1I a VISIBLEE LIGHT HEIGHT ........''..'..' - --- 1.25" MAX.4 1- TYP. INTEGRAL FIN & J-CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) MAX. O.C. SEE TABLES 4-9 VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT -| -*-- MAX. O.C. SEE TABLES 4-9 - - 1.25" MAX.MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) 1- F 1.25" MAX. C, SEE ' SHEET 4 MAX. BUCK . HEIGHT, SEE , TABLES 4-9 (LONG OR SHORTSIDE) 1.25" MAX. MAX. O.C. SEE TABLES 4-9 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) 1 . . 1 PRODUCT REVISED ss complying with Ike Florida Building CodeAcceptajce No 16-0 1 . 19 Expiration Date ,¢089 BY Mistyj ' Dde Pro*,ct 13*Ed< - UL 0 0 JR - 05/05/16 - ADDED SPACERS TO SHEET 13. LU > LY- » If> 9 2 028 Z <D I Ul r 002LU - 1-zT o !:51 2 Sts @ Z 0 25 -1 UJ 06 (0 LU 0 Z -1 LU Z 111 CD DS@0 CO Z HDOS 0 10 <C .ADM 1@@VS seueS /11ijI ©0, 6NY.12(N/v .:00-2,#f... CEN*' .<_'50 ..90 E-. 2*.:No. 58705 . - E*Z - C> 8100 -1 0 Z 0 0 Z B Z lu LU (0 0 LU X IL -1 Z > 11111 . CO B 0 CO 0 CE -J =r UMDJO ON SMO CO r-- LL 0 - -1,5 :.5. <IJ/lilIJAA' 4j,% s .. -*/2 5,03' ..3 9.R!92..'k#P> '//f,/I'1\i# A. LYNN MILLER, P.E. P.E.#58705 0 0 8 TABLE 1: Glass Type Description 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer Group A C E D 7 8 9 10 11 12 13 14 15 16 17 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 7/8" Laminated I.G.. 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Itlterlayer 7/8" Laminated I.G.. 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 1" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 1" Laminated I.G.. 3/16" A Exterior Cap + 3/8' Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 1" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 1" Laminated I.G.- 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 1" Laminated I.G.. 1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 1 " Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer TABLE 2: ANCHORS INSTALLED THROUGH FRAME B Anchor #10 SMS (steel, 18-8 S.S. or41OS.S.) 3/16" steel Ultracon #12 SMS (steel, 188 S.S. or41OS.S.) 1/4" steel Ultracon 1/4" steel Creteflex 1/4" steel Ultracon 1/4" steel Creteflex 1/4"steel Aggre-Gator 1/4" steel Ultracon 1/4" steel Cretellex 1/4" steel Aggre-Gator Substrate P.T. Southern Pine (SG=0.55) Steel, A36* Steel Stud, A653 Gr. 33* Aluminum, 6063-T5* P.T, Southern Pine (SG=0.55) Concrete (min. 2.85 ksi) Ungrouted CMU, (ASTM C-90) P.T. Southern Pine (SG=0.55) Steel, A36* Steei Stud, A653 Gr. 33* Aluminum, 6063-T5* Concrete (min. 2.85 ksi) Ungrouted CMU, (AS™ C-90) Concrete (min. 3.35 ksi) P.T. Southern Pine (SG=0.55) Ungrouted CMU, (AS™ C-90) P.T. Southern Pine (SG=0.55) P.T. Southern Pine (SG=0.55) Grouted CMU, (ASTM C-90) Concrete (min. 2.85 ksi) Concrete (min. 3.35 ksi) Concrete (min. 3.275 ksi) TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor 2-1/Z' x .131" Common Nail 2-1/2" Ring-shank Rooing Nail #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) #12 SMS (steel, 18-8 S.S. or 410 S.S.) Substrate P.T. Southern Pine (SG=.55) P.T. Southern Pine (SG=.55) P.T. Southern Pine (SG=.55) Aluminum, 6063-T5* Steel Stud, Gr. 33* Steel, A36* P.T. Southern Pine (SG=.55) Aluminum, 6063-T5* Steel Stud, Gr. 33* Steel, A36* Min. Edge Distance 7/16" 3/8" 3/8" 3/8" 7/16" 1" 2-1/2" 9/16" 3/8" 3/8" 3/8" 1" 2-1/2 1" 1" 2' 2-1/2" 2-1/2" 1-1/2" 1" 1" 2-1/2" Min. Edge Distance 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 3/8" 3/8" 3/8" 9/16" Min. Embedment* 1-3/8" 0.050" 0.0451" (18 Ga.) 0.050" 1-3/8" 1-3/8" 1-1/4" 1-3/8" 0.050" 0.0451" (18 Ga.) 0.063" 1-3/4" 1-1/4" 1-3/4" 1-3/8" 1-1/4" 1-3/8" 1-3/8" 2" 1-3/4" 1-3/4" 1-3/8" Min. Embedment* 2-7/16" 2-7/16" la/8" 0.050" 0.0451" (18 Ga.) 0.050" 1-3/8" 0.063" 0.050" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN Fu=45 KSI. "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. -f tul 0Q U) l Table # 4 5 6 6 7 8 9 10 11 12 13 Sheet # 8 8 9 9 9 10 10 11 11 12 12 "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" BUTACITE® PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS ® INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL I FIN FRAMES. GLASS TYPES 7,9,12, & 14MAY NOT BE USED IN THE HVHZ ABOVE 30'. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: FLANGE F====IP ez 511-n-1 1» 11«4 - 511 7 81 I J-CHANNEL NOTE: SEE DETAILS AND DIMENSIONS ON SHEET 13 ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13, SHEETS 8-12. LONG LONG LONG - SIDE - 14 SIDE .1 SIDE - 1 @U-1 1 /7# @w,/« 4/ 8 w s,000'»«0,-OQI' 04 .'log 09EU) If bl. \ Ioo 1/ #1 1 LONG LONG 1-+ SIDE +1 1 1- SIDE -1 E--- r- - --- r- -1TI U.1,09\ 1/1ICO {10 1 * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN Fu=45 KSI. LONG LONGSIDE --| |--SIDE - i CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 . iz CN b LO 0Q I Ir) (01 q) 0 (% LONG 1- SIDE -1 0 Z 8 , VINYL FIXED CASEMENT WINDOW NOA (LM) GLASS/ANCHORS/FRAME OPTIONS PW-5540 NTS 2 2 OF 13 4 -1 Tr C SHORT SIDE -1 9/9/14 BOX OR EQUAL LEG INTEGRAL FIN J ROSOWSKI MD-5540.0 A 51=---Ili 1 1 4 \j « U-44 PRODUCT REVISED as complying with the Floridl Building Code Acceptance No 1 CS-07 A 4, IC3 By#V Mian _ Dode Profact £4*0*-' V A. LYNN MILLER, P.E. P.E.#58705 EXTERIOR 0 FLANGE FRAME SHOWN : : & =§ A : 1/ : : : 3 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. h VISIBLE BUCK LIGHT HEIGHT HEIGHT 2 EQUAL- LEG/BOX FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH 4 1 111 IE = 1 EDGE DISTANCE EMBEDMENT Eljt -f hU=©-10 1- .L EMBEDMENTANDL-1/4· MAX. SHIM 3)«TYP. ANCHOR TYPE, EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 2 8--St[NOTES: V Et 1-7/8" THICK I.G. 1" THICK I.G. lfr)- -74 ,m¢*r-lEi 1-4 4 4 FRAME DIRECTLY INTO VERTICAL SECTION B-B CONCRETE/CMU. EMBEDMENT . r la . I . 4. EDGE DISTANCE f TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE pa / \ SUBSTRATE, SEE TABLE 2, SHEET 2. 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. 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, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1 X 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 OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. TYP. ANCHOR TYPE, EMBEDMENTAND »- EDGE DISTANCE PER / SUBSTRATE, SEE TABLE 2, SHEET 2. 1/4" MAX. SHIM EMBEDMENT EDGE DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. - 1/4" MAX. SHIM (1 1" THICK I.G. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. -- EMBEDMENT 1/4" MAX. SHIM 1 jul 1 1 01 ) 7/8. THICK I.G FLANGE EXTERIOR -VISIBLEE LIGHT WIDTH - FRAME >'SHOWN BUCK WIDTH 1/4" MAX. SHIM VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-3/4" HORIZONTAL SECTION A-A l[2 Of\\ DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. '1 Il j I-»r, 1 jj 11 FLANGE / FRAME j SHOWN lili i 11 1 - 1 If '1 3 iI] 3 J- 4 11. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 #10 OR#12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. ELI j EXTERIOR i= U IN . Cls CD b »1 '1.11 IT , EQUAL LEG/BOX / FRAME / SHOWN (% - 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 3 2* Ch VINYL FIXED CASEMENT WINDOW NOA (LM) FLANGE & EQUAL-LEG/BOX FRAMES PW-5540 # NTS 3 OF 13 MD-5540.0 i EQUAL- LEG/BOX FRAME SHOWN 1 SUID i 9/9/14 . . 4 \\\\\\\\i .4 J ROSOWSKI fo A ---f- EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND CDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. PRODUCT REVISED as ©emplying with the Filrid, Budmding CodeA©©eptplice No &9-07#4 R 8 3.By \v 13MU*39 9A4 Miam/Dade Product Contro ) 6 1 1&1,8 A. LYNN MILLER, P.E. PE.# 58705 EXTERIOR «31 3 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. a J-CHANNEL FRAME SHOWN 1 1 6 2 0 * EMBEDMENT - --1 tr 511 frnl \,113 VISIBLE BUCK LIGHT -=HEIGHT HEIGHT INTEGRAL FIN FRAMEI SHOWN LV_18 INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. ]] 9 p : : : : = j 7/8" THICK I.G. U 1" THICKI.G. ,--3 --4 4 l-3 IFT --1 »33*335= -«««- - -| EMBEDMENT - VERTICAL SECTION D-D EDGE DISTANCE 1/4" MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) F NOTES: f 1/4" MAX. SHIM EMBEDMENT - EDGE DISTANCE TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. 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, SHEET 2. 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 OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 1/4" MAX. SHIM EDGE DISTANCE f VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT. BUCK HEIGHT- 6-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) 1 1 7 i- INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN. INTO METAL, SEE TABLE 3, SHEET 2. 0 2& Cl INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1511 9-/ r ({«»< 1•THICK I.G. - 1, H, %=t. ,4 »« i = 1 U« J-CHANNEL EXTERIOR -*VISIBLE LIGHTWIDTH - FRAME SHOWN BUCK WIDTH .. HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. '1 11 11 , 1i L O INTEGRAL FIN FRAME SHOWN -- 1/4" MAX. SHIM 1 9 -7-ir 11 : A tzf-7 #10 OR#12 STEEL SMS (G5), SEE TABLES 2 & 3, SHEET 2. L.\ 01 L EXTERIOR 1- CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 q) . CL /4 (0 (n 1 i r MAX. SHIM 4- EDGE DISTANCE INTEGRAL FIN - FRAME SHOWN 1/4" MAX. SHIM 1 -,2 51.3--1- /r C , /1 »1\\»>'\»'»\\N\,FIN AND/OB--1 »R-FIBED < 11 11 INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. VINYL FIXED CASEMENT WINDOW NOA (LM) J-CHANNEL & INTEGRAL FIN FRAMES PW-5540 C13 8 NTS 00 4 OF 13 &3 * 3 9/9/14 J ROSOWSKI MD-5540.0 *O A EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) PRODUCT REVISED as comptying with the Fk**12 Building CodeAccep=ce 140 16-*7,4. 16%'9579»=Wihi# 9800 Miarig'Dade Pro*ket CoMy<4 / )U A. LYNN MILLER, P.E. P.E.#58705 ILLUSTRATION OF FIXED CASEMENT- TO-FIXED CASEMENT (00) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 1 11 B) COMBINED COMPONENTS: 63" MAX. 5540 SERIES FIXED CASEMENT FRAME ASSEMBLY TUBE/MULL T-----5540 SERIES IFIXED CASEMENT 4 8" MAX., SEE NOTE 2, THIS SHEET ADDITIONAL MULLION ANCHOR SEE NOTE 2, THIS SHEET 4" MAX. 4"MAX. -- El 111 C) HORIZONTAL SECTION C-C: 127-1/4" MAX. 5540 SERIES FIXED CASEMENT F«r-=c-1 WINDOW FRAME ASSEMBLY TUBE/MULL DEEP, FLUSH CAP SEE SHEET 6 FORFRAME ASSEMBLY TUBE/MULLION DETAILS WINDOW ANCHOR SHALLOW, FLUSH CAP 5540 SERIES ,- FIXED - CASEMENT WINDOW MIN. # 10 X 3/4" SMS @ 17" MAX O.C. THROUGH INSTALLATION HOLES, SEE EXTERIOR WINDOWS APPROVAL FOR < ANCHOR INFO. MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBE/MULL, SEE NOTE 2: +/- 70.0 PSF ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT (X/X/O) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT A) INDIVIDUAL A= 60" MAX. FOR AWNING B) COMBINED COMPONENTS:COMPONENTS: 1 A WINDOW ANCHOR VERTICAL SECTION D D FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET. 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SiZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLEE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5540-SERIES CASEMENT (UNDER SEPARATE APPROVAL), AWNING (UNDER SEPARATE APPROVAL) OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE/MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOW'S INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY . 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 1- SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S APPROVAL, UP TO 17" MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-1/4" IN WIDTH OR HEIGHT, FROM W[NDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. 5540 SERIES 0 AWNING WINDOW (SILL) 5540 SERIES 51 --SHALLOW, FLUSH CAPAWNING , 1 FRAME ASSEMBLYWINDOW' IFr-r-1 -TUBE/MULL-11111111 - 'MAX.Ok=-Lm ASS-L----' 4 , 1 17"IVIAXO.C. THROUGH CASEMENT MIN. # 10 X 3/4- SMS @ L.-1,66 55 0 SERIES TUBE/MULL I\.D -- <]V INSTALLATION HOLES,a [3 WINDOW 4 MAX.SEE WINDOWS (HEAD) D- \ APPROVALFOR 5540 SERIES ANCHORINFO.UD' 127-1/4" MAX. 127-1/4" MAX.CASEMENT - WINDOW*t»84" MAX ADDITIONAL MULLION ANCHOR SEE NOTE 2, THIS SHEET 5540 SERIES / E-*--CASEMENT FRAME 1 1 - VERTICAL FWINDOWASSEMBLY-SECTION E.F (SILL) TUBE/MULL ,I , - E---[3 A EXTERIOR FRAME ASSEMBLY SHALLOW, FLUSH CAP 5540 SERIES P===-11 FIXED CASEMENT -0 4 el-1 ---1-03 0 '-TUBE/MULL WINDOW 8" MAX.,MIN. # 10 X 3/4" SMS @ 17' n 5540 SERIES SEE NOTE 2, --MAX O.C. THROUGH -«1*<Ef -WINDOW (HEAD) FIXED CASEMENT THIS SHEET INSTALLATION HOLES, SEE -/WINDOW'S APPROVAL FOR *UNDER SEPARATE APPROVAL ANCHOR INFO. -3 CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N VENICE FL 34275 (941)-480-1600 /1 U ji Ck {N q)VINYL FIXED CASEMENT WINDOW NOA (LM) FRAME ASSEMBLY TUBE DETAILS A PW-5540 A NTS 2 5 OF 13 (f) C) C 0 2 9/9/14 J ROSOWSKI MD-5540.0 *d A PRODUCT REVISED as complying with the Florkh *311 le-o j'4.59 13*ration Date ,*20 MiaRy{ Dade Prodact Cdair 4=--Cl 4 11 N 11< A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES -L -0 . .0. 0 '. .0..0 .1 U END CAP TO SPAN BOTH WINDOWS, SEAL WITHWINDOW ANCHOR - SEE NOTE 2, SHEET 5 SILICONE. »-4- / NOTES FOR FRAME ASSEMBLY TUBE END CAP: 1) APPLIES TO FIN OR J-CHANNELFRAMES. 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN-FIELD TRIMMING. STANDARD LENGTH IS 14" -» 1.250" 0*1 ID .100"il- 1/ ID «-flj] C C. FRAME ASSEMBLYTUBE, ALUM 6005-T5 1 3.250" » 1,874" -4 34 1 .375" .060" rSHALLOW, FLUSH91LY CAP, Pvc .060" 1.874" --{ t _9 1 627" /62DEEP, FLUSH L)CAP, PVC 9 EITHER CAP MAYBE USED TO THE INTERIOR OR EXTERIOR. INSTALL 11 ADDITIONAL GROUP E ANCHORS THROUGH THE END CAP OR 7 ADDITIONAL GROUP F ANCHORS. L/' 1- FRAME ASSEMBLY TUBE/MULL FRONT VIEW .221" -4 |-- 1.440" .055" - FRAME ASSEMBLY TUBE r END CAP, PVC U REMOVE FOR FIN APPLICATIONS EXTERIOR 0 1]Lin=-/ I 1 1 SIDE VIEW FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH-FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CS Cl . (n . Ch . D EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. -« 127-1/4" MAX. F 7 LJ 1-1/4" - 127-1/4"MAX. 111 FIXED FIXED FIXED F 3 FIXED L-1 --4 127-1/4" MAX. b-- 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX.) 127-1/4" MAX F7 A LJ 1 AWN.* 1 40 1-1/4" A 111 FIXED / \ CASEMENT F 7 AWN.* Lj 1- 127-1/4"MAX. 255-3/4" MAX. ./ 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) t L 127-1/4" MAX. »- A + CASE. -1 j , / CASE*-1 /1 Lj AWN.* E la 127-1/4" MAX. 1-1/4" 1 255-3/4" MAX. p V 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES. -I 63" MAX.4 1- 127-1/4" r MAX L I 63" MAX. 1- t-- 127-1/4' MAX. 4 63" MAX. --4 F]XED FIXED I'll FIXED LJ FIXED 127-1/4" MAX. 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT A= 60" MAX. FOR AWNING *UNDER SEPARATE APPROVAL VINYL FIXED CASEMENT WINDOW NOA (LM) FRAME ASSEMBLY TUBE DETAILS B PW-5540 NTS 2 6 OF 13 1/1 111 C k» 2 6 0 0 9/9/14 J ROSOWSKI MD-5540.0 20 A 1 255-3/4" MAX. PRODUCT REVISED as comp:ying with the Flori{% Building CodeAcceptaBee No 16-071 4. 19 Be»Date™*S,28¢20 Mim Dade #-1Cbm)4/ Ct-«fir E fr 1-1/4" A. LYNN MILLER, P.E. P.E.# 58705 5/16" A/A PVB 7/16" AIR SPACE 1/8" 8 GLASS--- <-1 EXTERIOR 7/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS * EXTERIOR 7/16"WASG 3/8" AIR SPACE 3/16" I GLASS <-11 EXE RIOR -4 7/8" NOM. -- . GLASS TYPE 7 4* 1" NOM. ---- 4. . GLASS TYPE 11 4*- 1" NOM. -1 4 \ GLASS TYPE 15 GLAZING NOTES. "A" = ANNEALED "H" = HEAT STRENGTHENED T = TEMPERED "PVB" = .090" BUTACITE® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS ® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZ[NG COMPONENTS, SEE TABLE 1, SHEET 2. 5/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS <3 EXTERIOR ** 7/16" A/A PVB 3/8" AIR SPACE 3/16" 8 GLASS- EXTERIOR »4) 7/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS 7 <3 EXTERIOR *% - 7/8" NOM. -- . k- 1"NOM. -1 . GLASS TYPE 8 GLASS TYPE 12 4*- 1" NOM. --4 GLASS TYPE 16 GLASS TYPES 14 THROUGH17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL I FIN FRAMES - 7/8" NOM, 44- 4 5/16" A/A PVB 3/8" AIR SPACE j' 3/16" 8 GLASS 7\\ < EXTERIOR ** If<< 7/16" A/A PVB 3/8" AIR SPACE 3/16" I GLASS--1 '1 EXTERIOR (i<ji) 7/16" H/H SG 3/8" AIR SPACE 3/16"T GLASS 1 -1 EXTERIOR »% GLASS TYPES 7,9,12, & 14MAY NOT BEE USED IN THE HVHZ ABOVE 30'. GLASS TYPE 9 4--- 1" NOM. --4 4 \ . GLASS TYPE 13 4*-- 1" NOM. --4 . GLASS TYPE 17 5/16" NA PVB 3/8" AIR SPACE 3/16" I GLASS 7 EXTERIOR \1 7/16" A/A SG 3/8" AIR SPACE 3/16" 8 GLASS 1 EXTERIOR 78 -4 7/8' NOM. |-- GLASS TYPE 10 |- 1·NOM. -1 . GLASS TYPE 14 7 n'h U H : *=*83*:U EXTERIOR . 4 1/2" NOM.GLASS BITE TYP. )]17-3 A (L-Jj 10 TYP. GLAZING DETAIL IN qJ (K .r) 1 1 @ 3 LLI 0 PRODUCT REVISED as cempyag with th Flerid@ Building Code Acceptance No '6-011 4.. KI By p/[(1A11A.6%% Miany D:de Prodsct Cositr* 7U LU > .to 0 C\1 0/5 Z (D 000 LU- 00 1-1 *5 S -1 <C 0 Z 0 Z Z LLI ILI CO 0 ill M LL -1 Z > @All % -1 111 ¤ C) Z E CD .OSBC] 4.41«- 61'llIL 6 A. LYNN MILLER, P.E. P.E.#58705 0 (f) 0 UMD-/0 ON DMO TaaVS (/) Z 3]DOS 0 .t LO LO 01 LL 0 A <C ASH 0 .r LO 9 Sauas g .@ 65 E CO 0 TABLE 4: TABLE 5: 2 18 20 22 24 26 28 30 32 34 36 38 Window Dimensions 40 42 44 46 48 51.05 Window Dimensions 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60.926 51.05 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +/-50 60.926 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/·60 +/-60 +/-50 +/-50 +/-50 +/-50 +/-50 54 +/-50 +/-50 +/-50 64 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 66 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 Window Design Pressure, (+/- psfj 1/8" A Cap - Airspace - 5/16" A/A with PVB Long Side (in) 56 58 62 64 68 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/.50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 72 76 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 MAX. O.C. SPACING IFANCHORING THROUGH THE FRAME PER SHEETS 3&4 Window Design Pressure, (+/- psf) APPLIESTO A, B, CORD ANCHORS (SEETABLE 2) 1/8" T Cap -Airspace - 5/16" A/A with PVB Long Side On) 68 70 74 77 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 15' 80 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-49.9 84 +/-50 +/-50 +/-50 +/-50 +/-50 +/49.8 +/48.9 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 80 Use this table for Glass Type 84 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 7 87 MAX. O.C SPACING IF ANCHORING THROUGHTHEINTEGRAL FIN PERSHEET 4 87 +/-49.1 +/-48.2 +/-47.4 +/-50 +/-50 +/-50 APPUESTO E OR F ANCHORS (SEE TABLE 31 4" MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 APPLIESTOA, B, CORDANCHORS (SEE TABLE 2) 15" 92 +/-50 +/-50 +/47.5 +/46.1 +/-45.1 Use this table for GIass Type. 97 +/-50 +/47.3 +/-45.4 +543.9 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRALFIN PER SHEET 4 APPLIES TO EOR F ANCHORS (SEE TABLE 3) +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 8 99 +/-50 +/-46.7 +/-44.6 3.5" FOR E ANCHORS, 4" FOR F ANCHORS T- SHORT SIDE 1_ 7 SHORT SIDE 1_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. »- LONG SIDE - |--+- LONG SIDE ---] 111 NOTES: 1) BUCK DIMENSIONS SHOWN. 111 SHORT SIDE 111 SHORT SIDE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 1- LONG SIDE LONG SIDE 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A Ck PRODUCT REVISED as (te*ying with £1*> Floride Build&.g CodeA,xept81}ce NO 16-0 1 Expintion Date C--, , BYMi 71' L ::le Prod,ct Cwatre"' LU > . 10 r A (D N Z CD I LU- T 002U-1 - 1.-zT O 22 Sie 1 3 - 0 08(] 5 -1 8 Z 0 Z B rt 0 111 X IL Z > 01!1 62-jir A. LYNN MILLER, P.E. P.E.#58705 Z LLI LU (0 <C 0 (0 LU -1 CO LU 0/ D CO (f) LU a_ Z (D CO LU 0 3580 2 co 0 CO 0 ulADjo A@B ON SMO CO IL 0 CO SGUSS CO Z =33- 0 E a_ la@VS 0 0 :8 0 TABLE 6: g ·8 65 Window Dimensions 32 34 36 38 40 42 44 46 48 TABLE 7: :8 0 E 2 50 52 54 56 58 60.926 Window Dimensions 50 32 34 36 38 40 42 44 46 48 52 54 56 58 60.926 60.926 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 tia +/·50 +/-50 4-50 +/-50 +/-50 60.926 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 64 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 64 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 66 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 66 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Window Design Pressure, (+A psf) 3/16" A Cap - Airspace-5/16"A/Awith PVB 3/16" T Cap - Airspace - 5/16" A/A with PVB ..ong Side (in) 68 70 74 77 +/-50 +/-50 +1-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-70 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 Window Design Pressure, (+/- psf) +/-50 +/-50 +/-50 +1-50 +/-50 +/40 +/-50 +/-50 1/8" T Cap - Airspace - 7/16" A/A with PVB Long Side (in) 68 70 74 77 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 80 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 84 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +/-50 87 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 MAX. O.C. SPACING IFANCHORING THROUGH THE FRAME PER SHEETS 3&4 80 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 APPLIESTO A, B, C OR DANCHORS (SEE TABLE 2) 15" 84 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 87 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 APPLIESTOB, CORDANCHORS (SEE TABLE 2) 15.5" 92 +/-50 +/-50 +/-50 +/-50 +/-50 Use ths table for GIass Types: 97 +/-50 +/-50 +/-50 +/-50 9&10 +/I50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRALFIN PER SHEET 4 APPUESTOEORFANCHORS (SEETABLE 3) 3.5" FOR E ANCHORS, 4" FOR F ANCHORS 92 +/-70 +/-70 +/-70 +/-70 +/-70 Use this table for GIass Type: 97 11 99 +/-70 +/-70 +/-70 MAX. O.C. SPACINGIF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO F ANCHORS (SEE TABLE 3) 4" +/-70 +/-70 +/-70 +/-70 99 T- SHORT SIDE L SHORT SIDE 1- TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. »- LONG SIDE - 111 - LONG SIDE -« -1 NOTES: 1) BUCK DIMENSIONS SHOWN. SHORT SIDE SHORT SIDE 111 LONG SIDE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. LONG SIDE 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. <C IX 1 PRODUCT REVISED as ceinplying with (he Florida Building Co Miamik>ikie plodsEt Comir4' I V ILI 2 M . LD 0 N I LU Z 002U-1 - ,_ZY o W P 9=Es ®g E 0 MOD 5 -1 <C 0 Z 0 Z Z LU Ill <C 0 LLI X LL -1 Z > 8 11 11 46 /'ff/6 A. LYNN MILLER, P.E. P.E.#58705 % 03 CO ILI -1 CD ILI 05 D (0 (0 LU Cu a- Z C) U.1 OS@0 2 (/) 0 (0 0 UMDjo eD CO T- LL 0 0) ON DMO 1@@LIS CO Z GIDDS 0 LO LO sauas <C 'AGN 0 CS LO 9 CO TABLE 8. Window Dimensions TABLE 9: C 85 0 32 34 36 38 40 42 44 46 48 50 52 54 56 57 32 34 36 38 40 42 44 46 48 50 52 54 56 57 60 62 64 66 68 69.649 Window Dimensions 60 62 64 66 68 69.649 69.649 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/48.4 +/-67.1 +670 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 69,649 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 71 +/-70 +/-70 +/-70 +/-68.9 +/-67.4 71 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Window Design Pressure, (+/- psf) 3/16" A Cap - Airspace - 7/16" A/A with PVB Long Side (in) 73 75 78 80 85 +/-68.3 +/-66.7 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-69.7 +/-67.9 +/-66.3 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.8 +5-67 +/-65.2 +/-69.2 +/-68.1 +/-65.3 Window Design Pressure, (+/- psf) +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +670 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +669.5 +/-67.8 +/-66.2 +/-64.7 +/-64 86 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.5 +/-66.9 +/-65.3 +/-63.8 89 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.8 +/-65.9 +/-64.2 +/-62.5 MAX. 0,C. SPACING IFANCHORING THROUGH THE FRAME PER SHEETS 3&4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 3/16" T Cap - Airspace - 7/16" A/A with PVB Long Side (in) 73 75 78 80 85 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 15.5" 86 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 89 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 15.5" 92 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.4 +/-65.3 +/-63.4 +661.6 Use this table for Glass Types. 96 +/-70 +9-70 +/-70 +/-70 +/-70 +/-69.5 +/-66.4 +/-63.9 +/-61,9 +/-59.9 12 99 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.7 +/-63.7 +/-61.7 +/-59.7 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRALFIN PER SHEET 4 92 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.5 APPLIESTOFANCHORS (SEE TABLE 3) 4" Use this table for Glass Type: 96 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.8 +/-66.6 13 99 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.6 +/-66.3 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO F ANCHORS (SEE TABLE 3) 3.9" 1- SHORT SIDE 1_ T- SHORT SIDE _L_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 111 »- LONG SIDE - --- LONG SIDE - NOTES: 1) BUCK DIMENSIONS SHOWN. SHORT SIDE SHORT SIDE LONG SIDE 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. 111 i 1- 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. LONG SIDE PRODUCT REVISED as compiyitag with <he Florida Build#te Code.AceeptiA,ce No %6-©74. gq hil /2/ ,§01/ ')2/ 16 Ad=*,Dod©Pwo<%©sC**ef <* LU > I UD CD N Z--CD ILLI; 00@LU - 1-zr O !:51 2 r-/1 8/5 1 @ 0 CD A. LYNN MILLER, P.E. P.E.#58705 000 -1 < 0 Z B 0 Z Z LU 111 CO 0 LU X LL -1 Z > 8/!1 0 (0 LU -3 00 Ill CE D (D (/) LLJ CM Z (D CO LU 3*0 (0 B 0 (0 0 CK UMDJO ON SMO 1@0qS saves CO Z 53/ 0 LO 10 a_ CO LL 0 0 T- A88 0 CS It lo 9 5 4% 85 'g' .@ 25 t TABLE 10: Window Dimensions TABLE 11: 32 34 36 38 40 42 44 46 48 50 52 54 56 57 60 62 64 66 68 69.649 Window Dimensions 51 54 56 58 61 63 64 66 36 40 42 44 48 50 68 70 72 74 76 77.76 69649 +80/-110 +80/-110 +80/-110 +80/-109.7 +80/-106.3 +80/-103.3 +80/-100.7 +80/-98.4 +80/-96.3 +80/-94.6 +80/-93 +80/-91.7 +80/-90.5 +80/-90 +80/-87.2 +80/-84.6 +80/-82.9 +80/-81.1 +/-79.3 +/-77.7 77.76 +80/-110 +80/-110 +80/-110 +80/-107.3 +80/-102 +80/-99.8 +80/-98.8 +80/-96.1 +80/-94 +80/-91.4 +80/-87.8 +80/-85.5 +80/-84.4 +80/-82.2 +/-80 +/-78 +/-76 +/-74.1 +/-72.2 +/-70.5 71 +80/-110 +80/-110 +80/-110 +80/-108.9 +80/-105.5 +80/-102.5 +80/-99.8 +80/-97.5 +80/-95.4 +80/-93.6 +80/-92 +80/-90.6 +80/-89.4 +80/-88.8 +80/-86 +80/-83.8 +80/-82 +80/-80.1 +/-78.4 79 +80/-110 +80/-110 +80/-109.8 +80-106.7 +80/-101.3 +80/-99.1 +80/-98 +80/-95.3 +80/43.2 +80/-90.6 +80j-57 +80/-84.6 +80/-83.5 +80/-81.2 +/-79.1 +/-77.1 +/-75 +/-73 +/-71.1 Window Design Pressure, (+1- psf) 3/16" A Cap - Airspace - 7/16" A/A with SG Long Side (in) 73 75 78 80 85 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/410 +80/-107.8 +80/-104.4 +80/-101.3 +80/-98.6 +80/-96.2 +80/-94.1 +80/-92.2 +80/-90.5 +80/-89.1 +80/-87.8 +80/-87.2 +80/-84 +80/-82.1 +80/-80.1 +1-78.3 81 +80/-110 +80/-110 +80/-108.8 +80/-105.7 +80/-100.3 +80/-98 +80/-96.9 +80/-94 +80/-91.6 +80/-89 +80/-85.3 +80/-81.7 +/.79.4 +/-77.2 +/-75 +/-73 +/-71 +80/-82.8 +80/410 +80/-110 +80/-106.8 +80/-103.3 +80/-100.2 +80/-97.5 +80/-95 +80/-92.9 +80/-90.9 +80/-89.2 +80/-87.7 +80/-86.4 +80/-85.8 +80/-82.5 +80/-80.4 +/-78.4 +80/410 +80/-109.5 +80/-105.5 +80/-101.9 +80/-98.8 +80/-96 +80/-93.4 +80/-91.2 +80/-89.2 +80/-87.4 +80/-85.8 +80/-84.4 +80/-83.4 +80/-80.1 +/-78 +80/-110 +80/-108.6 +80/-104.6 +80/-101 +80/-97.9 +80/-95 +80/-92.5 +80/-90.2 +80/-88.2 +80/-86.4 +80/-84.7 +80/-83.2 +80/-82 +/-78.6 +80/-110 +80/-106.8 +80/-102.7 +80/-99.1 +80/-95.8 +80/-92.9 +80/-90.3 +80/-88 +80/-85.4 +80/-83.3 +80/-81.3 +/-79.3 +/-78.4 86 +80/-110 +80/-110 +80/-106.5 +80/-102.4 +80/-98.7 +80/-95.5 +80/-92.6 +80/-89.9 +80/-87.6 +80/-84.5 +80/-82.5 +80/-80.4 +/-78.5 89 +80/-110 +80/-110 +80/-105.5 +80/-101.4 +80/-97,7 +80/-94.5 +80/-91.5 +80/-88.1 +80/-84.6 +80/-82.4 +80/-80.2 +/-78.1 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 Window Design Pressure, (+/- psf) APPLIES TO 8, C OR D ANCHORS (SEE TABLE 2) 3/16" T Cap - Airspace - 7/16" A/A with SG Long Side (in) 83 86 87 91 +80/-110 +80'-110 +80/-107.9 +80/-104.7 +80/-99.2 +80/-96.9 +80/-95.8 +80/-92.1 +80/-90.1 +80/-87.5 +80/-83.6 +80/-81.1 + 1=80 +/-77.6 +/-75.4 +J-73.2 +/-71.1 +80/-110 +80/-110 +80/-106.7 +80/-103.4 +80/-97.3 +80/-93.9 +80/-92.8 +80/-89.4 +80/-87.2 +80/·85.1 +80/-81.2 +/-78.8 +/-77.5 +/-75 +1·72.7 +/-70.5 +80/-110 +80/-109.9 +80/-106.3 +80/-103 +80/-96.2 +80/-93.1 +80/-92 +80/-88.5 +80/-86.3 +80/-84.2 +80/-80.5 +/-78 +/-76.6 +/-74.2 +/-71.9 +80/-110 +80/-108.5 +80/-104.8 +80/-101.4 +8G-92.5 +83-89.9 +80-88.7 +8Q-85.1 +80/-82.8 +80/-80.6 +1·77.3 +/-74.8 +/-73.5 +/-71 13.2" 94 +80/-110 +80/-107.5 +80/-103.8 +80/-98.6 +80/-90.4 +80/-87.7 +80/-86.4 +80/-82.7 +80/-80.2 +/-78 +/-74.6 +/-72.3 +/-71.2 96 +80/-110 +80/-1069 +80/-103.2 +80/-96.7 +80/-89.2 +80686.2 +80/-85 +80/-81.1 +/-78.6 +/-76.3 +/-72.8 +/-70.6 Use this table for Glass Type: 92 | _ 96 +80/-110 +80/410 +80/-109.4 +80/-104.7 +80/-100.5 +80/-96.8 +80/-93.5 +80/-90.4 +80/-85.5 +80/-82.6 +80/-80.2 +/-78 +80/-108.3 +80/-103.6 +80/-99.4 +80/-95.7 +80/-92.4 +80/-87.1 +80/-83.1 +80/-80.2 +/-77.6 14 99 +80/-110 +80/-107.6 +80/-102.9 +80/-98.7 +80/-95 +80/-90.7 +80/-84.7 +80/-81.6 +/-78.6 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 99 +80/-110 +80/-106.1 +80/-100.8 +80/-94.1 +80/-87.3 +80/-843 +80/-828 +/-78.9 +/-76.3 +/-73.8 +/-70.4 MAX. O.C. SPACINGIFANCHORING THROUGH THE FRAME PER SHEETS 3&4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 13.2" NOTAPPUCABLE 104 +80/-110 +80/-104.8 +80/-97.7 +80/-91.4 +80/-84.4 +80/-81.1 +/-79.6 +/-75.3 +/-72.5 +/-70.2 Use this table for Glass Type: 107 +80/-110 +80/-104.1 +80/-96.4 +80/-90.3 +80/-827 +/-79.3 +1·77.7 +/-73.2 +/-70.5 T-- SHORT SIDE 1_ SHORT SIDE 1_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. -- LONG SIDE - Ij -.F- LONG SIDE --« GLASS TYPES 14 THROUGH17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL I FIN FRAMES. 15 111 +80/-110 +80-103.3 +80/-94.8 +80/-89.2 +80/-80.5 +1-71 +/-75.3 +/-70.6 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRALFIN PER SHEET 4 NOTAPPLICABLE i ALLOWABLE ANCHOR GROUPS PERSHEET 2 B, CORD 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. W 111 - | SHORT 1 - SIDE _4 SHORT |_-SIDE MAX. O.C. SPACINGIF ANCHORINGTHROUGH THE FRAME PER SHEET 3 NOTES: 1) BUCK DIMENSIONS SHOWN. 13.2" 2) FOR SIZES NOT SHOWN, ROUND UP TO THEE NEXT AVAILABLE SHORT OR LONG DIMENSION. LONG SIDE h LONG SIDE /41/ CS .) RODU,_ i RE-ViSED as complying with *e Fieride Building FodeArseeptA No J&*01 f13:*irare pate U at. <2* *b 20 LU 2 + 1.0 Z 't© ILLI; 002U-1 - 1-ZT o l:!:1 7 2/5 1 s 1.-4 M14 Int x /1 2 / 1 u LJ 0 41,1116 400 S -1 <C 0 Z Z R Z 111 LU CO 0 111 E IL -1 Z 5 GAIL C) 0 CO LU j 01 1-- LU D (0 CO LU CL Z CD CO LU 0>sao A. LYNN MILLER, P.E. P.Edt 58705 >£ CO 0 0 UMDUO ON DMO 01 LL 0 r.* r- 0 0 10 9 ;8a4S CO Z MODS 0 LO 10 SBUBS A.21 TABLE 12: g E Window Dimensions TABLE 13: g E CO 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60.926 Window Dimensions 36 40 42 44 48 50 51 54 56 58 61 63 64 66 72 74 68 70 76 77,76 60.926 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 77 76 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/410 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 64 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 79 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 66 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 81 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 Window Design Pressure, (+/- psf) 1/8" T Cap - Airspace - 7/16" HH with SG Long Side On) 68 +80/410 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 83 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 70 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 86 +80/-110 +80/-110 +80/410 +80/410 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 74 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 77 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 80 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 84 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 87 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 MAX. O.C. SPACING FANCHORING THROUGH THE FRAME PER SHEETS 3&4 APPUESTO B, COR D ANCHORS (SEETABLE 2) 118" Window Design Pressure, (+/- psf) 3/16" T Cap - Airspace - 7/16" H/H with SG Long Side (in) 87 91 94 96 99 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 92 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 Use this table for Glass Type 97 +80/-110 +80/-110 +80/-110 +80/-110 16 99 +80/-110 +80/-110 +80/-110 MAX. O.C. SPACING F ANCHORING THROUGH THE INTEGRALFIN PERSHEET 4 104 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +8Q/-110 +80/-110 +80/-110 +80/-110 +80/-110 NOT APPUCABLE 107 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 111 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 SHORT SIDE 1_ T- SHORT SIDE 1_ 118 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 111 »- LONG SIDEE - - LONG SIDE --- GLASS TYPES 14 THROUGH17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL I FIN FRAMES. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 120 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 APPLIES TO B, C OR D ANCHORS (SEETABLE 2) NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), F[ND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. 125 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 -1 -1 Use this table for GIass Type: 136 +80/-110 +80/-110 +80/-110 +80/-110 111 SHORT SIDE SHORT SIDE 17 144 i LONG SIDE -T LONG SIDE r 1- +80/-110 +80/-110 +80/-110 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRALFIN PER SHEET 4 NOTAPPLICABLE N 1 1 PRODUCT REVISED as cemply*g with the Flock#* Building Code Accepmate No 16 -671419Expliati- D»,J 28ZO MiamB>ade Pr©dect to#d = LU > . 1-0 0/3Z 0 00@U-1 - 1-ZT Sis @ 0 Ul 0 CD 0/DO S -1 <C 0 Z B 0 Z Z Ill LU (0 <C 0 111 E LL -1 Z 5 81111 LU co LU _1 00 1- LU CE CO (0 ILI CL Z CD U) LU 0 DS@G (0 0 CO 0 DC UNLO30 0 0 It LO U:> ON DMO seues FOWS Z a/DOS 0 If) LO 36 Cl_ A. LYNN MILLER, P.E. P.E.#58705 (9 LL 0 N A)21 1 80 FRAME ASSEMBLY DETAILS Part # - 1.376" - _1 ·060" _ f ug ANCHOR COVER Descri ption - .864" --- 7/8" BEAD 864 1-F .175' 41--f MITERED CORNERS WITH INTERIORAND EXTERIOR WELDS EXTERIOR Kommerling 4SG TPS Spacer System 81 Quanex Super Spacer nXr with Hot Melt Butyl 82 Quanex Duraseal Spacer 83 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 Material See this Sheet for Materials .625" _ T 7 3.500" - - .075" (r-) n J-CHANNEL FRAME STRUCTURAL POLY]SOBUTYLEN WITH DESICCANT EXT. GLASS 5 1 n KODISPACE (80) - 4SG TPS 2.166" SILICONE - 1/4' NOM INT. GLASS TABLE 14 1 2 3 4 5 6 7 74 78 90 91 92 93 NOTES: 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY. 3) ITEMS # 8-73,75-77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ROYAL PVC TO BE LABELED FOR AAMA EXTRUDER CODE. .625,1 j{ 8 4 5 lb=51 -| FLANGE FRAME STRUCTURAL SILICONE FOAM -1 WITH DESICCANT EXT. GLASS 3.500" - .075" n 2.166" St>C--HOT-MELT BUTYL « \ -3/16" NOM. INT. GLASS r- SUPER (81)- SPACER® NXTTM Part # 620139 620140 620141 620142 620133 720136 720135 71646N 20160A 20177 20178 20132 LLII 1.375" BUTYL & DESICCANT - FOAM EXT. GLASS J-channel Frame Flange Frame Integral Fin Frame Equal L-eg/Box Frame Anchor Cober 7/8" IG Glazing Bead 1" IG Glazing Bead Backbedding, GE 7700 or Dow 791 Description 3.500" - -075" - 2.166" 8 B e LEZ_1_ INTEGRAL FIN FRAME ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOM.SEAL ROLL-FORMED STAINLESS STEEL \ INT. GLASS EXT. GLASS 3.500" - .075" -7-1- 28 e OU 1-2 EQUAL LEG/BOX FRAME r- DURASEAL®r- XL EDGE™ (82I (831 - SPACER -SPACER Setting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. Frame Assembly Tube Shallow Flush Cap Deep Fush Cap Frame Assembly Tube End Cap L- CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 . (1> b 0, Material PVC PVC PVC PVC PVC PVC PVC Silicone PVC Alum. 6005-T5 PVC PVC PVC BOM & ASSEMBLY D 0 [% VINYL FIXED CASEMENT WINDOW NOA (LM) JR - 05/05/16 - ADDED SPACERS PW-5540 NTS 2 13 OF 13 <D 0 9/9/14 J ROSOWSKI MD-5540.0 id A DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL INT. GLASS PRODUCT REVISED as complying with Be Ftoride Buijdmg CodeA(xeptance No 16-i.lt 4. 19 Expiration DateIEEk#i Z*. *20 By /41112£Gik Mi bade Pmdrmt CMN# /\\\I11lt1/// "0 otiY.LY.N/V,",0, ..61 S.* S 1 * E NO, 58705 . - 13>< 611 9 116 L#r2 2 --ov:. STATEVF .· 4-- 5 ©'A -·.:LOR,Dt.··',.-2.0 .4,7,()NA EIi//1111\'ill A. LYNN MILLER, P.E. P.E.#58705