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HomeMy WebLinkAboutNOA-SINGLE HUNG WINDOWMIAMIDD�ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LMI)", sheets 1 through 11 of 11, dated 04/01/ 18, with revision A dated 03/ 11/20, 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 # 18-0430.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY 0 NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA # 18-0430.06 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6' Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 0 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6' Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 1�, /J `. 1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence Submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t' Edition (2017) and FBC 7t' Edition (2020), dated 03/13/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami- Dade Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None. E-3 49�� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t' Edition (2017) and FBC 7t' Edition (2020), dated March 10, 2020, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS Notice of Acceptance No. 18-0430.06 issued to PGT Industries, Inc. for their "Series "SH7700A" Aluminum Single Hung Window L.M.I." approved on 08/23/18 and expiring on 08/23/23. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 E-4 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG 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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15, 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 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS - IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL. & CYCLE TESTING AND GLASS PER ASTM E1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1-6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835-1 & 18-7835.2; ELCO ULTRACON NOA; DEWALTIELCO CRETEFLEX NOA; DEWALT ULTRACON + NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSl1AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES -�{ WIDTH —1 WIDTH I+-- ---I WIDTH+- T I - 7 T f Z H T � W il RECTANGULAR RADIUS -TOP RECTANGULAR WITH EQUAL WITH PROVIEW WITH CUSTOM LITE SASH SASH SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. '1�17-13/16" MAX. O.C/-1, 18-3/MAX, DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE & SMALL MISSILE 1 IMPACT RESISTANT 17-3/4" MAX. 17-3/4" 9- 1(17-1/4" BUCK) - MAX. " M MAX. (9 B, SEE O.C, (9" MAX. BUCK) D, SEE SHEETS 8 & 9 �- SHEET 10 A, SEE -� C. SEE SHEETS 8 & 9 � � � � SHEET 10 EQUALLY SPACED ANCHORS PER f TABLES 6 & 7 ! ' / 17-3/16" MAX. O_C. ° ! ! ---- MAX, TIP 4 X 12-1/16" MAX. O.C. TO TIP EQUALLY SPACED � ! HEIGHT ANCHORS PER ' I 13-5116" MAX. O.C. TABLES fi & 7 ' 5" MAX. j 9-1/2" MAX---- O.C. (9" MAX. BUCK) T A B NO ANCHORS AT SILL —*� 53-1/8" MAX. TIP TO TIP WIDTH 1" WEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) DP Table # 1 118"AN, .090" PVB, 118" AN 2 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 2 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3116" AN 4 6 13116" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 8 3/16" AN, -090" SG, 3116" AN 5 9 3116" HS, .090" SG, 3116" HS 5 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 11 13/16" LIG: 118" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 12 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 13 13/16" LIG; 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 14 13116" LIG: 3116" AN CAP ,AIRSPACE, 1I8" HS, .090" SG, 1B" H5 5 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 5 CODES / STANDARDS USED: 92020 FLORIDA BUILDING CODE (FBC), 7TH EDITION e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION #ASTM E1300-09 eANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION eALUMINUM DESIGN MANUAL, ADM-2015 4AIS1 S100-16 eAISC 360-16 52-118" MAX. BUCK WIDTH —1 I+--- 5" MAX. O.C. x 4-11116" MAX. I I 83" MAX. BUCK HEIGHT 4-11/16" MAX. ----i I'~N—,�1" WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE T 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/Box). SG= KURARAY SENTRYGLAS0 INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES ...... _....................__......_........ 1 ELEVATIONS ................ :......... ............................. _ 1 DESIGN PRESSURES I GLAZING DETAILS........ 2-4 ANCHOR QUANTITIES. ................... _.................... 5-6 INSTALLATION, FLANGE,.,-. ................................. 7 INSTALLATION, EQUAL LEG ...... ........... __............ 8 INSTALLATION, INTEGRAL FIN ............................ 9 EXTRUSION PROFILES ......................................... 10 ASSEMBLY & PARTS LIST .................................... 11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date 08/23/2023 By I-*1- Miami-Dade Product Control A) UPDATED TO FBC 2020, REVISED ANCHOR y TYPE TABLE. a JR 03/11/20 00 W pnab co i- (D N D <' a�Dp O m U) d O u- o ,- W o 2 LL17 _j 43 UMDlp LLI 2 00 1--- Nr J J a N LU o j T= F Z �M 0 O 0*)Z 0 Z W D- O 2 W �°- ® rn W 0 Z W ~O ;aaqS � Z H cn Z Q U[ W r-- w Z W = W a (D al;rl -nsaQ sauaS si�llitit!i, aye X°v,��, 10 A. LYW IA L�ER, P.E. P. E.# 58705 1) 2) 3) 4) TABLE 2: M. GLASSS STACK GLASS STACK 118" ANNEALED GLASS 090" PVB 118" ANNEALED GLASS 30 2B 112" NOM. GLASS BITE EXTERIOR a 75 34 GLASS TYPE 1 13116" NOM. GLASS STACK 090" PVB AIRSPACE 118" ANNEALED GLASS lM" ANNEALED GLASS 31KGLASS 52 OR 5B EXTERIOR SiOR 5B GLASS TYPE 2 DETERMINE THE WINDOW SIZE. UNAFFECTED. =MINIMUM SASH HEIGHT FOR FLANGED MINIMUM SASH HEIGHT FOR INTEGRAL MINIMUM SASH HEIGHT FOR FLANGED, MINIMUM SASH HEIGHT FOR INTEGRAL TIP TO TIP DIMENSIONS SHOWN, FOR INTEGRAL FOR SIZES NOT SHOWN, ROUND UP TO FOR RADIUS TOP WINDOWS, FIND THE WINDOWS WITH THE LOW SILL OPTION WINDOWS FIN AND RADIUS FIN AND THE NEXT SMALLEST ARE LIMITED IS: TIP EQUAL TOP EQUAL FIN AND AVAILABLE WINDOW TO TIP LEG WINDOWS LEG, EQUAL SIZE TO A MAXIMUM HEIGHT WINDOWS IS: TIP RADIUS -LEG SIZE. IN - 49.391 IS: BUCK TO TIP TOP WINDOWS WINDOWS, THE TABLE POSITIVE HEIGHT HEIGHT ABOVE DESIGN - -49.806 IS: BUCK SUBTRACT WHICH PRESSURE 48.391 HEIGHT 1" THE - FROM THE RADIUS OF+65 48.806 TIP TOP PSF- TO TIP WINDOW NEGATIVE DIMENSION WILL DESIGN IN COMPLETELY PRESSURES THE TABLE TO FIT WITHIN. ARE Bottom Sash Description far Gi�,en Range Sash Height Range {in) Design Pressure (Ibslft2) for Glass Types 1 & 2 Tip to Tip Width 18" 25" 33" 37" 41" 45" 49" 53-1l8" 24" Equal-lite 12.464 +65.q -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -8d.0 +65.0 -80.0 +65.0 -$0.0 +65.0 +65.a Equal-lite 15.964 +65.0 -80.0 +65.0 -8Q.0 +65.0 -80.0 +65.0 -8Q.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -8b.0 37" Standard Pro�iew 72.994- 15.963 +65.0 -80.0 +65.0 -8d.0 +65.0 -80.p +65.0 -$0.0 +65.d -80.0 +65.0 -SD.a +65.0 -8D,0 +fi5.0 -80.0 Shortest 1Z.464 - 12.993 +65.0 -BQ.D +65.0 -80.0 +65.0 -SD.O +65.0 -8q.0 +65-D �d.0 +65.0 -80.0 +65.0 -80.0 +65.d -84.0 Equal-lite 19.652 +65.d -80.0 +65.0 -84.0 +65.4 -80.0 +65.4 -80.4 +65.4 -80.0 +65.0 -80.4 +65.Q -80,0 +65.D -8Q.0 Standard Pro�iew 15.944 - 19.651 +65.D -84.0 +65.0 -80.D *65.0 -80.0 +65.0 FDA +65.D �t).0 +65.0 �0.0 +55.Q -80.D +65.0 �0.0 38-318" Custom Size 15.131 - 15.943 +65A -80.0 +65.0 -80.0 +65.a -8a.0 +65.4 -80.0 +65.0 -80-4 +65.0 -B0.0 +65.4 -8Q.0 +65.D -80:0 Custom Size 14.131 - 15.130 +65.0 ,8Q.0 +65.Q -8Q.0 +65:0 -80.0 +65.Q -Bq.Q +65.0 �D.O +65.0 -84.0 +65.d -8d.0 +65.0 -BO.b Shortest 12.464 - 14.130 +65.0 -8a.0 +65.0 -80.0 +65.4 -8D.0 +65.4 -BO.Q +65.0 -80.0 +65A -BO.Q +65.0 �D.O +65.Q -Bq.O Equal-lite 22,964 +65.D �0.0 +65.0 -80.0 +65.0 -8D.0 +65.4 -80:0 +65.0 -B0.0 +65.0 -80.0 +65.0 -SD.O +65.0 -BO.D Custom Size 24.131-22.963 +65.0 -Bd.b +65.0 -84.0 +65.0 -$0.0 +65.0 -8D.0 +65.0 =8D.4 +65.0 -80.Q +fi5.0 -80.0 +65.0 -BQ.O Standard Proriew 18.594 - ZQ.130 +65.0 ,84.0 +65.0 -8Q,Q +65.0 -84.D +65.D -80,0 +65.D -80.0 +65_D -80.0 +85.0 �D.O +65.0 -$O.D 45" Custom Size 16.737 - 19.593 +65.q �D.O +65.q -8b.0 +65.4 -$D.0 +65.0 �O.d +65.0 -80.0 +65.4 -80.0 +65.d -$D.4 +65.0 -80.4 Custom Size 15.131 - 16.130 +65.0 -8bA +65A -80.0 +65.0 -8D.0 +65.4 -80.4 +65.4 -80.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 15.130 *65.0 -SO.Q +65.0 -8D.0 +65.0 -80.0 +s5.o -eo.D +65.d -80.0 +65.0 -BO.p +65.0 -8p.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 -80.4 +65.D -84.4 +65.D -BD.a +fi5.0 -80.0 +65.D -BO,D *65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 Equal-lite 24.964 +65.0 -SO.Q +65.Q -8D.0 +65.D -80.0 +65.0 -BO.D �-65.Q -80.0 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 Custom Size 22.131-24.963 +65-0 �O.D +65.4 -80.6 +65.d -8D-0 +65.0 -$0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.D +65.0 -SD.Q Standard Pro�iew 2d.194 - 22.130 +65.0 -Bo-O +65.0 -80.4 +65.4 -84.fl +b5.0 -80.0 +fi5.0 -80.4 +65.0 -SO.D +65.D -80.0 +65.0 -80.4 49" Custom Size 18.137-20.193 +65.0 -80.0 +65.0 -8D.0 +65.4 -8Q.0 +65.p -80.0 +65.0 -BO.b +65A -80.0 +65.0 �0.4 +65.0 -80.D Custom Size 16.131 - 18-130 +65.0 -80.D +65.0 -8d.0 +65.0 -80-0 +65.0 -8D.0 +65.0 -80.4 +65A -80.0 +65.0 -80.D +65.4 -SO.Q Custom Size 14.131 - 16.130 +65.0 -BD.4 +65.Q -80.Q +65.0 -80A +65.Q -80.D +65.0 -80.4 +65.D -8D.0 +65.0 -80.D +65.D -77.6 Shortest 72.464 - 74.130 +65.0 �D.O +65.0 -8D.0 +65.0 -8d.b +65.0 -80.0 +65.0 -80.D +65.0 -$a.0 +65.0 -84.0 +66A -75.1 �� Equal-lite 25.777 +65.0 -BQ.D *65.0 -80.Q +65.0 -BD.Q +65.0 -80.0 +65.0 -SO.d +65.0 -SD.O +65.0 -80.0 +65.0 -8D.D �_ o- Custom Size- Z4.131 - 25.776 +65.0 -80 0 +65. D -8D D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -SD. � +65.0 -80.4 +65.4 -8fl. a F 0 Standard Pro�ie+nr 2D.844 - 24.130 +65.4 -60.0 +65.0 -80.0 +65.D �Q.O +65.0 -8D.0 +65.0 -80.D +65.D -8D.0 +65.0 -80.D +65.0 -80.0 n 54-518" Custom Size 2D.131 - 20.843 +65.0 -BO.Q +65.0 -80.0 +fi5.0 -84.4 +65.0 -80.0 +65.D -80.D +$5.0 -80.D +65:0 -80.0 +65.D -BD.q i= Custom Size 18.131-26,130 +65.0 -$0.0 +65.D �0.0 +g5.q �4.0 +65.0 -SO.d +65.0 -80.0 +65.D -Sb.D +65.0 -80.0 +65.fl -80.D Custom Size i6.731 - 18.134 +65.0 -80.d +65A �O.d +65.D -BD.d +65.0 -8fl.0 +65.4 -$d.D +65.4 -84.0 +65.0 -84.D +65.D -77.6 Custom Size 14.131 - 16.130 +65.0 -80.Q +65.D -80.0 +65.0 -$0,0 +65.0 -80.0 +65.0 -84.0 +65.0 -8Q.0 +65.0 -80.D +65.D -75.7 Shortest 12.464 - 14.134 +65.4 -80.0 +65.Q -SO.D +65.D ,80.4 +65.0 -8a.0 +65.0 -84.0 +fi5.4 -8D.0 +65.0 -SO.D +fi5.0 -73.9 Equal-lite 31.964 +66.0 -BO.D +65.Q -80.6 +65.0 -80.4 +65.0 -SO:Q *65.0 -SQ.4 +65.0 -8Q.0 +65.0 -80.0 +65.0 -80.0 Custom Size 28.131 - 31.963 +65.0 -80,6 +65.D -80.0 +65.0 �0.4 +65.D -80.0 +65A -84.0 +65.D -80.0 +65.0 -$4.D +65.D -77.6 Standard Protiew 25.794 - 28.130 +65.0 -80.D +65.Q -8D.0 +fi5.0 -80.4 +65.0 -80.0 +65.0 -SQ.O +65.0 -84.0 +65.0 �0.0 +65.0 -73.9 Custom Size 24.131-25.793 +65.0 �Q.4 +65.d -SO.b +65.d -84.0 +65.0 -84.0 +65.D -$0.0 +65.0 -80.0 +65.0 -80.0 +fiS.D -72.7 63" Custom Size 22.131-24.130 +65.0 -8QD +65.D -80.Q +65.0 -BQ.D +65.0 -84.0 +65.0 -80.0 +65.D -80.0 +65.0 -78.8 +65.0 -70.5 Custom Size 20.137-22.730 +65.0 �O.D +65.d -80.d +65.d -8d.0 +65.0 -80A +65.0 -80.0 +65.0 -$4.0 +65.0 -77.1 +65.D -68.4 Custom Size 18.131 - 2q.134 +65.0 -80.4 +65.D -80.4 +65.Q -84.0 +65.Q -80.0 +65.0 -SD.Q +65.4 -8Q.0 +65.0 -75.4 +65.4 -66.5 Custom Size 16.131 - 18.130 +65.0 -B0.0 +65.D -80.0 +65.0 �d.0 +65.0 -84.0 +65.0 -SO.d +65.0 -77.1 +65.0 -73.8 +fi4.7 -64.7 Shortest 13.194*-16.73q +65.0 �p.0 +65.D -8D.0 +65.0 �d.4 +65.0 -SD.O +65.0 -75.9 +65.4 -71.8 +65.0 -68.2 +62.3 -G2.3 Equal-lite 38.464 +65.0 -80.D +65.D -80.4 +65.0 -8D.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 Custom Size 36.131 - 38.463 +65.0 -BQ.O +65.Q ,8D.4 +65.0 ,8Q.0 +fiS.Q -i30.q +65.0 -80.0 +65.Q -8b.0 +65.D -79.8 +65.d -71.6 Custom Size 34.131 - 36.130 +65A -8D.4 +65.d -80.4 +65.0 -BD.a +65.0 -80.0 +65.0 -84.0 +65.D -80.0 +65.0 -77.9 +65.4 -69.4 7fi" Standard Pro�sew 30.994 - 34.130 +65.0 -8d.0 +65.0 -8Q.0 +65.D -80.0 +65.D -80.0 +65.0 -SD.d +65.4 -80.0 +65.0 -75.4 +65.D -66.5 Custom Size 34.131 - 34.993 +65.0 -80.d +65.0 -80.0 +65.0 -80.4 +fiS.D -80.4 +65.0 -80.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 Custom Size 28.131 - 34 130 +65.0 ,80,0 +65.4 -BD.Q +65.Q -8D.0 +65.D -80.D +65..D -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 �3.8 Shortest 26.194* - 28.134 +65.0 -80.0 +65-4 -80.4 +65.a -84.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 *65.0 -88.Z +62.3 -62.3 Equal-lite 42.4fi4 +65.0 -84.0 +65.0 -8D.0 +65.0 -80.0 +65.4 -80.d +65.0 -80,d +65.0 -8D.0 +65.D -77.9 +65.D -69.4 84" Custom Size 38.131 - 42.463 +65.0 �d.0 +65.4 -80.0 +65.D -80.4 +65.0 -80.4 +65.0 -80.0 +65.0 -78.9 +65.0 -74.6 +fiS.D -65.6 Standard Prouew 34.194* - 38.130 +65.0 �0.0 +65.0 -8D.Q +65.0 -80.0 +65.0 -BOA +65.0 -75.9 +65.0 -71.8 +65A -68.2 +62.3 -62.3 PRODUCT REVISED as complying with the Florida Building Code N OA-N o. 20-0401.11 Expiration Date 08/23/2023 By Miami -Dade Product Control A) NO CHANGES THIS SHEET. 0 J R - 03111 /20 as Q W a CD 'Aar 4 O © o cn o a�DQ C+] Z O CD O LL LU _ LLj tD a U N OMG LU 00 I- Z J LLI r. h > r Z_ Z Z L.(_ O 2 cV o) N LL! � 61 Z 0 VZ ;aay5 O U] h Z J Da Q w J EL UJ Q 0 ar;r1 �saG saua� w .,` r-3 kfi AT CIF �1iTlltttts�` A. LYNN MILLER, P.E. P.E.# 58705 1) 2) 3) 4) TABLE 3: /16" �'-I� � GLA55 STACK GLASS STACK 090'. PVB AIRSPACE 118" TEMPERED GLASS 41g" ANNEALED GLASS XGLASS OREXTERIO35 OR GLASS TYPE 3 DETERMINE THE WINDOW SIZE. UNAFFECTED. • MINIMUM SASH HEIGHT FOR FLANGED MINIMUM SASH HEIGHT FOR INTEGRAL MINIMUM SASH HEIGHT FOR FLANGED, MINIMUM SASH HEIGHT FOR INTEGRAL TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FOR SIZES NOT SHOWN, ROUND UP TO FOR RADIUS TOP WINDOWS, FIND THE WINDOWS WITH THE LOW SILL OPTION WINDOWS FIN AND RADIUS FIN AND THE NEXT SMALLEST ARE LIMITED IS: TIP EQUAL TOP WINDOWS EQUAL FIN AND AVAILABLE WINDOW TO TO TIP LEG LEG, EQUAL SIZE A MAXIMUM HEIGHT WINDOWS IS: TIP RADIUS -LEG SIZE. IN - 49.391 IS: BUCK TO TIP TOP WINDOWS WINDOWS, THE TABLE POSITIVE HEIGHT HEIGHT ABOVE DESIGN - - 49,806 IS: BUCK SUBTRACT WHICH PRESSURE 48.391 HEIGHT 1" THE - FROM THE RADIUS OF +65 48.806 TIP TOP PSF. TO TIP WINDOW NEGATIVE DIMENSION WILL DESIGN IN COMPLETELY PRESSURES THE TABLE TO FIT WITHIN. ARE Bottom Sash Description for Gi+.en Range sash Height Range (in) Design Pressure {Ibslftz) for Glass Type 3 Tip to Tip Width t8" 2S" 33" 37" 41" 45" 49" 53-118" 24" Equal-lite 12.464 +65.0 -80.D +fi5.0 -80.0 +65.D -80.0 +65.0 -80.4 +65.Q -80.0 +65.0 -8D.0 +65.0 -80.0 �65.0 -80.0 Equal -life 15.964 +65.4 -80.0 +65.0 -80.0 +65.0 -80.0 +65.D -80.4 +65.0 -84.0 +65.D -8b.4 +65.0 -$0.0 +65.0 -80.0 3#" Standard Prouew 12.994 - 15.963 +65.0 -80A +65.D -80,0 +65.0 -8Q.0 +65.Q -80.D +65.Q -80.0 +65.Q -BD.Q +fi5.Q -8D.D +65.0 -80.Q Shortest #2.464 - #2.993 +65.0 -80.0 +65.D -80.0 +65.0 -$0.0 +65.D -BD.4 +65.0 -8D.0 +65.4 -80.0 +65A -8D.0 +fi5.0 -80.D Equal-lite 19.fi52 +65.0 -80.D +65.0 -80.0 +65.D -80.D +65.D ,BO.D +fiS.D -8D.0 +&5.0 -80.6 +65.0 -8D.0 +65.0 -80.0 Standard Pro�iew #5.944 - 19.651 +65.0 -8D.0 +65.0 -8D.0 +65A -80.0 +65A -80.0 +fi5.0 -80.0 +65.0 -8Q.0 +65.D -8D.0 +65.0 -80.0 38-3lS" Custom Size 15.131 - 15.943 +65.0 -80.0 +fi5.0 -SD.O +65.Q -80.0 +65.4 -eO.Q +g5.4 -8Q.0 +f5.q -BD.D +65.D �0.0 +65.b -84.b Custom Size 14.131 - 15.t30 +65.0 -8D.0 +65.0 -8DA +65.0 -80.0 +65A -80.D +65.D -84.0 +fi5.0 -8D.0 +65.D -SD.O +65.D -8D.0 Shortest #2.464-14.t30 +65.0 -BOA +65.0 -8D.0 +65A -80.0 +65A �O.Q +65.0 -80.0 +65A -80.0 +65.0 -64.0 +65.0 -80.0 Equal-[ite 22.964 +65.D -80.0 +65.0 -BD.D +6S.D -80.0 +65.0 -BO.D +65.0 -8Q.0 +65.D -80.0 +65.Q -8D.0 +65,0 -84.0 Custom Size 2D.131-22.963 +65A -80.0 +65,0 -80,D +65.D -8D.0 +65.0 -80.D +fi5.0 -80.4 +65.Q -80A +65.D �0.0 +fi5.D -8QA Standard Pro�iew 18.594 - 20.130 +65A -84.0 +65.0 -$D.0 +65.0 -84.0 +65.D -84.D +65.0 -SQ.4 +65.0 -80.D +65.D -80.0 +65.0 -8D.0 45" Custom Size 16.131 - 18.593 +65.fl -8D.0 +65.0 -SD.O +65.4 -80.0 +fi5.0 �0.0 +fi5.0 -80.0 +65.0 -80.Q +6S.Q -8Q.0 *65.0 -80.0 Custom Size 15.131 - 16.13Q +65.0 -80.0 +65.0 -8D.0 +65.D -80.0 +65.Q -80.0 -rfi5.0 -8Q.0 +65.0 -80.D +65.D 430.0 +65.0 -8D.0 Custom Size 14-131 - 15.130 +65.0 -80A +65.0 -84.0 +65A -8b.0 +65A -80.0 +65.0 -$D.D +65.0 -8D.0 +65.0 -80A +65.0 -80.0 Shortest 12-464 - 14.130 +65.0 -8QA +65.0 -80.0 +fiS.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65A -BOA +65.0 -80.0 Equal-lite 24.964 +65.0 -84.0 +65.0 -80A +65.0 -84.0 +65.0 -80.0 +65.0 -$OA +65.4 -80A +65.0 -BO.D +65.0 -80.0 Custom Size 22.131 - 24.963 +65.0 -SQ.O +65.0 -80.0 +65.0 -84.0 +65.0 -SO.D +65.0 -80.0 +65.0 -80.0 +65.D -BD.fl +65.0 -8DA Standard PnaMew 20.194-22.134 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -BD.p +{;5.p -80.0 +65.0 430.0 49" Custom Size 18.131 - 20.193 +65A -80.0 +65.0 -80.0 +65.0 -84.0 +65.0 -60.0 +65.0 -SO.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.4 +65.0 �0.0 Custom Size 14.131 - 16.130 +65.0 -SD.O +65.4 -8Q.0 +65.0 -84.0 +65.0 -80.0 +65.0 -80.4 +65.0 -80.0 +65.0 -60.0 +65.0 -BO.D � Shortest 12.464-14,13Q +65.0 -84.0 +65.0 -8Q.0 +65.0 -80.0 +65.0 -8QQ +65.0 -80A +65.0 -80.0 +65.0 -BO.Q +fiS.D �O.fl Equal-lite 25.777 +65.0 -84.0 +65.0 -80.4 +65.0 -84A +65.0 -SO.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.4 +65.0 -BDA Custom Size 24.131 - 25.776 +65A -84.0 +65.0 -80.0 +65.0 -BD.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.D +65.0 -80.4 +65.0 -80.0 F 0 Standard Proaew �20.844 - 24.13Q +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BD.D +65.0 -80.0 +65.0 -80.p +65.0 -BOA a 5D-5I8" Custom Size 20.131 - 20.843 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +650 -Bfl.O +65.0 430.4 +65.0 -80.0 +65.0 -80A +65.0 -$O.D Custom Size 38.131 - 20.130 +65.0 -80.0 +65.0 -80A +fiS.O -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.4 Custom Size 15.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -SQ.O +65.0 -80.0 +65.0 -80.0 +65A -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.4 -80A +65.0 -84.0 +65.0 -80.0 +65.0 -84.0 +65A -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14,130 +65.0 -80.0 +65,0 -8D.0 +65.0 �Q.O +65.0 -BD.D +65.0 -80-D +fi5.0. -SO.p +65.0 -SO.p +65.0 -BD.D Equal-lite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -80.4 +65.0 -84.0 +65.0 -80.0 +65.0 -80.0 Custom Size 28.131 - 31.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65A BOA +65.0 -80.0 Standard Pro�iew 25.794 - 28.130 +65.0 434.0 +65.0 -50.0 +65.0 -80.4 +65.0 -80.0 +65.0 -80.0 +65.0 -50.0 +65.0 -80.0 +65A -80A Custom Size 24.131-25.793 +65.0 -80.0 *65A -SQ.D +fiS.Q -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -SO.D +66.0 -BQ.O +65.0 -BO.D 63" Custom Size 22.131-24.13D +65.0 -80.0 +65.0 -84.0 +65.0 -80.0 +65.0 -BO.D +65.0 �0.4 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 2Q131-22,#3Q +65.0 -80.0 +65.0 -84.4 *65.0 -84.0 +65.0 -80.0 +65.0 -80A +65.0 -80.0 +ss.o -ao.D +65.0 -78.0 Custom Size 18.131 - 20.130 +65.0 -84.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BOA +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65A -75.8 Custom Size 16.131 - 18.134 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 *65.0 -BO.D +65.0 -80.0 *65.0 -80.0 �-65.0 -80.0 +65.0 -73.6 Shortest 13.194' - 16.130 +65A -8D.0 +65.0 -84.0 +65.0 -80.0 +65.0 -84.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71A Equal-lite 38.464 +65A -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +ii5.0 -80.0 +65A -80.0 Custom Size 36.131-36.463 +65A -84.0 +65.0 -80.0 +65.0 -80.0 +65.0 -84.D +65A -eDA +65A -80.0 +65.0 -80.0 +65.0 -BO.D Custom Size 34.131 - 36.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80A +65.0 -84.Q +65.0 -Sp.O +65.0 -80.0 +650 -79.1 76" Standard Prouew 34.994 - 34.130 +65.0 -80.0 +65.0 -84.0 +65.0 -80.0 +65.4 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.6 Custom Size 30.131 - 30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65A -BD.D +65.4 -80.0 +65.0 -BD.D +65.0 480.0 +65.0 -74.8 Custom Size 28.131 - 30.134 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65A -80.0 +65A -80.0 +65.0 -80.0 +65.0 -80.4 +65.0 -72.7 Shortest 26.194`-28.13p +65.D -80.0 +65,0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80,0 +65.0 -e0A +65.0 -77.7 +65.0 -71.0 Equal-lite 42.464 +65.0 -80.0 +65.0 -$0.0 +65.0 -80.0 +65.0 �O.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 84" Custom Size 38.131-42.463 +65.0 -80.0 +65,0 -80,0 +65.4 -80.0 +65.0 -80.0 +65.4 -80.0 +65.0 -8Qp #65.0 -74,8 Standard Prouew 34.194" - 38.130 +65.0 -80.4 +65.0 -80.4 +65A -$O.D +65.4 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -71A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date 08/23/2023 By Miami -Dade Product Control A) NO CHANGES THIS SHEET. a JR - 03/11/20 00 W > p nab 0 ❑ o rn } 0 aIno J CM Z Z LL O LL Lil --) d t~ _ CQ � a /L W V UMDJQ a Z LLI Q DMO o > T I ) O Z LL Z Z 0 = (n N W M lvh _j Z PeLis Z D U) iJ Z_ O 0 LLA _ J f3 i ) Q ❑ a0 •asap sauas A. LYNN MILLER, P.E. RE,# 58705 TABLE 4- TARI F 5- Design Pressure (lbslft2) for Glass Types 4-7 Bottom Sash Description far Given Range Sash Height Range (in) Tip To Tip Width 53-116' 24" Equal-lite 12.464 +65.0 -80.0 Equal-lite 15.964 +65.0 -80.0 31" Standard Proview 12.994-15.963 +65.0 -80.0 Shortest 12.464 - 12.993 +65.0 -80.0 Equal-lite 19.652 +65.0 -80.0 Standard Proview 15.944-19.651 +65.0 -80.0 38-3/8" Custom Size 15.131 - 15.943 +65.0 -80.0 Custom Size 14.131-15.130 +85.0 -80.0 Shortest 12.464-14.130 +65.0 -50.0 Equal -life 22.964 +65.0 -80.0 Custom Size 20.131 - 22.963 +65.0 -80.0 Standard Proview 18.594 - 20.130 +65.0 -80.0 45" Custom Size 16.131 - 18.593 +65.0 -80,0 Custom Size 15.131 - 16.130 +6&0 -80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 -80.0 Equal4ite 24.964 +65,0 -80.0 Custom Size 22.131-24.963 +65.0 -80.0 Standard Pro%iew 20.194 - 22.130 +65,0 -80,0 49" Custom Size 18.131-20,193 +65.0 -80.0 Custom Size 16,131 - 18,130 +65.0 -80.0 Custom Size 14.131 - 16.130 +55,0 -80.0 Shortest 12.464 - 14,130 +65.0 -80-0 xEqual-lite 25.777 +65.0 -80.0 a ~ 0 Custom Size 24.131 - 25.776 +65.0 -80.0 Standard Pro,iew 20.844-24.130 +65.0 -80.0 n 505/8" Custom Size 20.131 - 20.843 +65.0 -80.0 F Custom Size 18.131 - 20.130 +65A -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 Shortest 12.464 -14.130 +65.0 -80.0 Equal-lite 31.964 +65,0 -80,0 Custom Size 28.131 - 31.963 +65.0 -80.0 Standard Proview 25.794 - 28,130 +65.0 -80.0 Custom Size 24.131 - 25.793 +65.0 -80,0 63" Custom Size 22.131-24.130 +65.0 -80.0 Custom Size 20.131 - 21130 +65.0 -80.0 Custom Size 16.131-20.130 +65,0 -80.0 Custom Size 16A31 - 18.130 +65.0 -80.0 Shortest 13.1941 -16.130 +65.0 -80.0 Equal-lite 38.464 +65.0 -80.0 Custom Size 36,131-38.463 +65.0 -80.0 Custom Size 34.131 - 36.130 +65.0 -80.6 76" Standard ProAew 30.994 - 34.130 +65.0 -80.0 Custom Size 30.131 - 30.993 +66.0 -80.0 Custom Size 28.131 - 30.130 +65.0 -80.0 Shortest 26.194" - 28.130 +65.0 -80.0 Equal-lite 42.464 +65-0 -80.0 84" Custom Size 38.131-42.463 +65.0 -80,0 Standard Proview 24,194* - 38,130 +65.0 -80.0 5l16" NOW f' GLASS STACK 090" PVB 1/8" HS GLASS 1lGLASS 30 26 112" NOM. FXT! RIOR GLASS BITE a 74 34 GLASS TYPE 4 7116" NOM. GLASS STACK 3116" AN GLASS .090•' PVB 30 311 S" � GLASS 27 112" NOM. GLASS BITE EXTERIOR GLASS TYPE 5 13116" NOM. GLASS STACK 090" PVB AIRSPACE 3116" AN G 1/8" AN GLASS GOR 5 1/2" NOM. EEXTTERIO GGLASS BITE a 70-73 I35AlOR 5 �yl GLASS TYPE 6 13116" NOM. �- GLASS STACK AIRSPACE 090" PVB 3/16" TP GLASS-:1/8" AN GLASS EXT• ram' �'-' r may. GLASS TYPE 7 Design Pressure for Glass Types 8-15 Bottom Sash Description for Given Range Sash Height Range (in) Tip To Tip Width 53-118" 24" Equal-lite 12.464 +80.0 -110.0 Equal-lite 15.964 +80.0 -110.0 31" Standard PrWew 12.994 - 15.963 1 +80.0 -110.0 Shortest 12.464 - 12.993 +80.0 -110.0 Equal-lite 19.652 +86.0 -110.0 Standard Proview 15.944-99.651 +80.0 -110.0 38-3/8" Custom Size 15.131 - 15.943 +80.0 -110.0 Custom Size 14.131 - 15.130 +80.0 -110.0 Shortest 12.464 -14.130 +80.0 -110.0 Equal-lite 22.964 +80.0 A10.0 Custom Size 20.131-22.963 +80,0 1 -110.0 Standard PrmAew 18.594-20.1SO +80,0 -110,0 46' Custom Size 16,131 - 18.593 +80.0 -110.0 Custom Size 15.131 - 16.130 +80.0 -110.0 Custom Size 14.131 - 15.130 +80.0 -110.0 Shortest 12.464 - 14.130 +80.0 -110.0 Equal-lite 24.964 +80.0 1 -110.0 Custom Size 22.131 - 24.963 +80.0 -110.0 Standard Proview 20.194 - 22.130 +80,0 -110.0 49" Custom Size 18131 - 20193 +80.0 -110.0 Custom Size 16.131 - 18.130 +80.0 -110.0 Custom Size 14.131 - 16.130 +80.0 -110.0 Shortest 12.464 - 14.130 +60.0 -110.0 CD Equal-lite 25.777 +80.0 -110.0 Custom Size 24.131 - 25,776 +80.0 -110.0 ~ 0 Standard Proview 20.844 - 24.130 +80.0 -110.0 n 50-5/8" Custom Size 20.131 - 20.843 +80.0 -110.0 F Custom Size 18.131 - 20.130 +80.0 -110.0 Custom Size 16.131 - 18.130 +80.0 -110,0 Custom Size 14.131 - 16.130 +80.0 -110.0 Shortest 12,464 - 14.130 +Sp.O -110.0 Equal4ite 31.964 +80.0 -110.0 Custom Size 28.131-31,963 +80.0 -110.0 Standard Promew 25.794 - 28.130 +80.0 -110.0 Custom Size 24.131 - 25.793 +80.0 -110.0 63" Custom Size 22.131 - 24.130 +80.0 -110.0 Custom Size 20.131 - 22.130 +80.0 410.0 Custom Size 18.131 - 20.130 +80.0 -110.0 Custom Size 16.131 - 18.130 +80,0 -110.0 Shortest 13.194"-16.130 +80.0 -110.0 Equal-lite 38.464 +80.0 -110.0 Custom Size 36.131 - 38.463 +80.0 -110.0 Custom Size 34.131 - 36.130 +80.0 -110.0 76" Standard Protiew 30.994 - 34.130 +80.0 -110.0 Custom Size 30.131 - 30.993 +80.0 -110.0 Custom Size 28.131 - 30.130 +80.0 -110,0 Shortest 26.194* - 28.130 +80,o -110,0 Equal-lite 1 42.464 +80.0 -110.0 84" Custom Size 1 38.131-42.463 +80,0 -110.0 Standard Proview 34.194*-38,130 +80.0 -11p. * MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 3116" AN GLASS .090" SG 30 3/1fi"A GLA55 26 1/2" NOM, GLASS SITE EXTERIOR a GLASS TYPE 8 13116" NOM. GLASS STACK 090" SG AIRSPACE 1/8" AN GLA �kiffi" HS GLASS a!x n an 1/2" NOM. EXTERIOR GLASS BITE 70-73 �OR 5 GLASS TYPE 10 13M6" NOW GLASS STACK 090" SG AIRSPACE 1/8" TP GLASS 1/8" HS GLASS GOR 56 31/2" NOM. EXTERIOR GLASS BITE 70.73 �OR 35B GLASS TYPE 12 i�• 13116" NOM, 1 - GLASS STACK 090" SG AIRSPACE 3116" AN GLASS 118" HS GLASS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED - GLASS TYPE 14 3/16" HS GLASS .090" 5G 30k3lLASS 26 . EXTERIORTE a 34 GLASS TYPE 9 NOM.. GLASS STACK .090" SG AIRSPACE 118" AN GLASS 3116" AN GLASS ;Sit' I ' "I, ! r w� GLASS TYPE 11 13116" NOM. GLASS STACK 090" SG AIRSPACE 118" TP GLASS 3116" AN GLASS ■ GLASS TYPE 13 AIRSPACE 3116" TP GLASS 31 f 5�OR 5$ EXTERIOR a r. Imo_ 13116" NOM, GLASS STACK 090" SG 118" HS GLASS r 1 /2" NOM. GLASS BITE GLASS TYPE 15 AN= ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date 08/23/2023 By iA Miami -Dade Product Control A) NO CHANGES THIS o SHEET. .y JR - 03111120 00 Q LU •nab lY p LO o Q 0 N O O o .� Z Z a Z co LU Ld r v I� xa WU 0000 J unno p o LU 9M a q > � r' Z O? v Z_ �n V T Z i) LL O 2 ® N LLI J rn O to F u� Z Z _ fI3 p LLU Q 0 aril �nsaQ sa��as r�I E F !lilii;ist�. A. LYNN MILLER, P.E. P. E.# 58705 TABLE 6: Anchor Quantities Required for "Through -Frame" Installation using Glass i 1-7 Tip to Tip Width 18" 26" 33" 37" 41" 46' 49" 53-1/8" Jamb a 0 g y a $ 3 ¢ m iG n D Jamb a �} Jamb a a)? Jamb 0 z Jamb a� m Jamb N 7 Jamb ib m x Jamb Iv y T Bottom Sash Description for Given Range Sash Height Range (in) y $ ¢ a)$ m g ¢ � o a)-0 m g$ o ¢ o m g$$$ m $ ¢ O m m N o n ¢ [C o m a o -0 ¢ m m m a o ¢ ra aw m 24" Equal-lite 12.464 1 2 1 1 1 1 2 1 1 12 1 1 1 1 1 2 1 21 1 12 1 21 1 1 21 2 1 1 1 21 2 1 1 2 2 Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 1 2 1 1 2 2 1 2 2 311' Standard PrmAew 12.994 - 15.963 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 2 1 21 2 2 1 2 2 2 3 2 2 2 Shortest 12.464 - 12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proview 15.944 - 19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38-318" Custom Size 15.131 - 15.943 2 2 1 2 2 1 1 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 Custom Size 14.131 - 15,130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 21 2 2 1 2 2 1 2 2 Shortest 12.464 - 14.130 2 2 1 2 2 1 2 2 1 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 EquaHite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131 - 22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proview 18.594 - 20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 45" Custom Size 16.131 - 18.593 2 2 1 2 2 1 2 2 1 2 2 2 R 2 2 21 2 2 2 2 1 2 2 2 2 2 Custom Size 15.131 - 16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 1 2 21 2 2 2 2 2 2 2 2 2 Custom Size 14.131 - 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464 - 14.130 3 2 1 3 1 2 1 3 2 1 1 3 2 21 3 2 21 3 2 1 2 3 2 1 2 3 1 2 2 Equal4ite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 22,131 - 24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proview 20.194 - 22,130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 49" Custom Size 18.131 - 20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.131 - 16.130 3 2 1 3 2 1 j 3 2 1 1 3 2 2 3 2 1 2 3 1 2 2 3 2 2 3 2 2 Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 21 21 3 1 2 2 3 1 2 2 3 2 2 v Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 x Custom Size 24.131 - 25,776 2 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 Standard Proyew 20.844 - 24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _n 50-518 Custom Size 20.131 - 20,843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 F Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14,131 - 16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal-lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 28,131 - 31,963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard Proview 25.794 - 28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 Custom Size 24A31 - 25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 63" Custom Size 22,131 - 24,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 20.131 - 22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 16,131 - 18.130 3 1 2 1 1 1 3 2 1 1 L 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 13.194- - 16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Equal-lite 38,464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 21 3 3 2 3 1 3 1 2 Custom Size 36.131 - 38.463 3 3 1 3 3 1 3 3 1 3 3 21 3 3 2 3 3 2 3 3 2 3 3 1 2 Custom Size 34.131 - 36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76" Standard Proview 30.994 - 34-130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 21 3 3 2 3 3 2 3 3 2 Custom Size 30,131 - 30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 28.131 - 30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Shortest 26.194- - 28,130 4 1 2 1 1 4 2 1 4 2 1 4 2 2 4 2 211 4 1 2 1 2 4 2 2j 4 3 2 Equal-lite 42.464 3 1 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 r84 Custom Size 38.131 - 42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 1 3 4 2 Standard Prov;ew 34.194w - 38.130 4 L3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 * MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL Fill AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48,391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48,806 TABLE 6B: Glass Type Description (Listed from Exterior to Interior) 1 118"AN, .090" PVB, 118" AN 2 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 3 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PUB, 118" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3/16" AN, .090" PVB, 3116" AN 6 13116" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 113/16" 7 LIG: 3116" TP CAP, AIRSPACE, 118" AN, .090" PVB. 118" AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date08/2312023 By Miami -Dade Product Control A) NO CHANGES THIS SHEET. 0 .N a JR - 03/11/20 00 C) nab{ OLO 0 � 0Q r a7DQ Co Z Z O LL CD.. W a L V L t~ rtg u ❑ W 6 Z n N T O Z -- C� Lj --1 LL O W I- _j ZZ 1- ;gays z a o u� t~n W _Z � O � J Z UJ Q Q afIll ��saQ saua� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 7 Anchor Quantities Required for "Through -Frame" Installation using Glass TypeS $-15 Tip to Tip Width 18" 25" 33" 37" 41" 45" 49" 53-1/8" Jamb a 2 m o o m as o x Jamb ai v a'°i T? Jamb `m °`O x Jamb `a� x Jamb z+ ai x Jamb n m x$ Jamb b3 m x Jamb b 2 Bottom Sash Description for Given Range Sash Hei ht 9 Range !n 9 f) (if m p ¢ W g o m Ir 2 °' a M 2 m M 2 a Q ¢ Qf 2 a m X11f m ¢ � o m 0G °' ¢ M 2 o m m ¢ IK ; o m M. o ¢ p m 24" Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Equal-lite 15-964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 31" Standard Prov;ew 12.994 - 15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Shortest 12,464- 12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal4ite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proview 15.944 - 19,651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38-318" Custom Size 15.131 - 15.943 2 2 1 2 2 1 2 2 1 1 2 2 1 21 2 2 2 2 2 2 2 2 2 2 1 2 2 Custom Size 14.131 - 15.130 2 1 2 1 1 2 2 1 2 2 1 2 2 21 2 2 2 2 1 2 1 2 2 2 21 2 1 2 1 2 Shortest 12.464 - 14.130 2 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal4ite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Custom Size 20.131 - 22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Standard PrmAew 18.594 - 20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 46' Custom Size 16.131 - 18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 15.131 - 16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131 - 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Custom Size 22.131 - 24,963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Standard Proview 20.194 - 22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 49" Custom Size 18.131 - 20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Custom Size 14.131 - 16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 = Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 x n Custom Size 24.131 - 25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Standard Proview 20.844 - 24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 a- Custom Size 20.131 - 20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 I= 50-5/8" Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom Size 14.131 - 16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Equal4ite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 Custom Size 28,131 - 31,963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 Standard Proview 25.794 - 28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Custom Size 24.131 - 25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 63' Custom Size 22.131 - 24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 Custom Size 20.131 - 22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Custom Size 16.131 - 1&130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 Shortest 13.194' - 16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 3 Equal-lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 21 3 4 2 3 4 3 3 4 3 Custom Size 36.131 - 38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 21 3 4 2 3 4 3 3 4 3 Custom Size 34,131 - 36,130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76' Standard Pro%iew 30.994 - 34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 1 2 3 1 4 3 4 4 3 Custom Size 30.131 - 30,993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 1 21 41 3 3 4 4 3 Custom Size 28.131 - 30.130 3 3 1 3 3 1 3 3 1 3 3 21 3 3 2 4 3 2 4 3 1 3 1 4 1 4 3 Shortest 26.194' - 28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 Equal -life 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 84" Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 Standard PrmAew 34.194" - 38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 - MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48,391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TART F 7FY Glass Type Desedption (Listed from Exteriorto Interior) 8 3/16" AN, .090" SG, 3116" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 118" HS, .090" SG, 118" HS 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 118" HS, .090" SG, 1/8" HS 13 13/16" LIG: 118" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, -090" SG, 1/8" HIS 15 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE. NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration DateO8123/2023 By '("c Miami -Dade Product Control A) NO CHANGES THIS SHEET. JR - 03/11/20 Q LU U nau IY O F, 0 Q a#°Q iJ 0 O Chi} Z p o O�� W C:) � h 8 umolq = e-• I U U � Uj Z Nt J/0M Q j 0) Z �r Z 5 W _j m T_ r LL D N W _' ZZ I- #aak.S w D Z O O 5 2 ti J U Z Z [A 4 aj�rl •asaa sar,ra� -v , 0av* . L`�� °/rfFf�iYfl�,;�E A. LYNN MILLER, P-E. P.E.# 58705 INSTALLATION OPTION 'I ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET, TIP TO TIP HEIGHT EDGE DISTANCE F_C3� FIXED VISIBLE LIGHT HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT I-- EMBED- MENT EDGE DISTANCE 114" MAX SHIM — -----j---..._i — ! SEE TABLE NOTE B, FOR ' 1 HEAD TYPE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE att F1 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS X) OPTIONAL HI -RISE SILL SHOWN- SEE SHEET 10 FOR STANDARD SILL. 11a" MAX. SHIM d NO ANCHORS_ k REQUIRED IN a. FLANGE OR 4 a EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B TARI F R_ INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. - EMBEDMENT 114",MAX SHIM EXTERIOR HORIZONTAL I� FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND iX BUCKSTRIP INTO CONGRETEICMU. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH 114" MAX SHIM I TIP TO TIP WIDTH SECTION A -A BADE APPROVED NUCLEON, FBG COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE $. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Min. Edge Min. Anchor Substrate Distance Embedment P.T. Southern Pine (SG=0.55) 9118" 1-3l8" #12 Steel, 18-B 41 t) Aluminum, 5063-T5 min. 318" 0.063" or SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (1$ Ga) Concrete (min. 3.35 ksi) 1" 1-314" 114" 410 S5 9[]) Ungrou#ed CMU, (ASt85ksi) 2-112" 1-114" Cretel=lex P.T. Southern Pine 5) 1" 1-318" Concrete (min. 2 114" SteelUngrauted CMU, (Af}) 2-i12" 1-114" UltraconP.T. Southem Pine5) 1" 1-3/8" Concrete (min. 3.00 ksi) 1-3/16" 1-3/8" 114" Steel Ungrauted CMU, (ASTM C-90) 1-112" 1-114" Ultracon P.T. Southem Pine (SG=0.55) 1" 1-318" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B} USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HFJ(1FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. G) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES: EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -CITE) TIP TO TIP HEIGHT/2 - 3.73" HEIGHT (PROVlEW) FIXED LITE: TIP TO TIP HEIGHT/2 + 3.78" @SASH: TIP TO TIP HEIGHTI2 - 11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT- 3.55" @SASH: SASH HEIGHT - 4.fi()" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. 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 8. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED 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 A5 DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as complying with the Florida Building Code NOA-N o. 20-0401.11 Expiration Date 08/23/2023 Miami -Dade Product Control A} REVISED ANCHOR TYPE TABLE. q a JR-a3111r2o LU O W f�! > p � •nab ti a7DQ O Q Om Z o J 1.t_ C? Z c� � W ...a O ty lii � � � 11M01 ,_411;ii!It1: oE �.. � No.5r�7 5 'llf liil3l. A. LYNN MILLED, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. BUCK HEIGHT EDGE DISTANCE C FIXED VISIBLE LIGHT HEIGHT EXTERIOR 1" WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT L— e EMBED- 4 MEHT >� - EDGE A DISTANCE 1/4" MAX SHIM P SEE TABLE 3 NOTE B, FOR q HEAD TYPE , TYP. ANCHOR TYPE, EMBEDMENT AND - EDGE DISTANCE PER .� SUBSTRATE, SEE TABLE 8. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 114" MAX. SHIM NO ANCHORS ° n REQUIRED IN FLANGE OR q 6.e = EQUAL -LEG a FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. - EMBEDMENT 1/4" MAX SHIM EXTERIOR lul FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 1A" MAX SHIM SASH VISIBLE VISIBLE 17 EDGE LIGHT WIDTH DISTANCE SUCK WIDTH ��JJ HORIZONTAL SECTION A -A SEE TABLE 8. 1/4" MAX. SHIM 46 55 DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION EQUAL OPTION 4 LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN rnoi = a. Min. Edge Min. Anchor Substrate Distance Embedment P.T. Southern Pine (SG=0.55) 9116, 1-3I8" #12 Steel; 18-8 410 Aluminum, 6063-T5 min. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0,0631, Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 114" 410 SS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" CreteFlex P.T. Southern Pine (SG=0.55) 1" 1-38" Concrete (min. 2.85 ksi) 1" 1-3/8" 114" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 3.00 ksi) 1-3116" 1-3/8" 1/4" Steel Ultracon + Ungrouted CMU, (ASTM C-90) 1-1/2" 1-114" P.T. Southern Pine (SG= 0.55) 1" 1-3/8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD, C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES: TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL-LITE) BUCK HEIGHTI2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 + 4,28" @SASH. BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT - 4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. 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 8. 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 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration DateO8123/2023 By (" Miami -Dade Product Control I] A) REVISED ANCHOR TYPE TABLE. JR - 03/11120 °O Y a (1] LU p nab O O 0 N E iY r Q a}a4 U) o O LL 0 .-. W C) 2 Ii 7 LW U I— Z J � Q o N o> � !)AO rt- Z Z r 0 D o 0 cn = I--• co IN }aay5 U) _¢O (1) [L vi Z J O W <C 11.1 ap}i� •asa0 saua� iio, �-3 ?C'S DF �F A. LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (SCREW SHOWN) EDGE DISTANCE T114" MAX. SHIM J EDGE DISTANCE OlNn Ii��rc�� 1/4" MAX SHIM EMBEDMENT —TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS STANDARD SILL SHOWN. SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL. 1/4" MAX SHIM VERTICAL SECTION D-D 114" MAX. SHIM I TABLE 9: SASH VISIBLE LIGHT WIDTH FIXED VISIBLE LIGHT WIDTH 1/4" MAX SHIM R 5Br BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchori Substrate Min_ Edge I Min.Distance ]Embedment 2-1/2" x .113" Sax Nail F.T. Southern Pine (SG=0.55) 5/16" 2.438 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T_ Southern Pine (SG=0.55) 318" 2.438 P.T. Southern Pine (SG=0.55) 1/2" 1.375 #10 Steel eScrew o 0.125" Aluminum, 6063-T5 min. 5/16" 0,125 912 Steel1,, i 8-8- 8 or 410 SS 0.050" A36 Steel 5/16" 0.05 Screw 0.04.5" (18 Ga) Steel Stud, Gr. 33 min. 6116" 0.045 A) MIN_ OF 3 THREADS BEYOND THE METAL SUBSTRATE_ EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. {NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH $ FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL-LITE) BUCK BUCK HEIGHTI2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 + 4.28" @SASH: BUCK HEIGHTI2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT - 4,60" NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) V[SIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date 08/23/2023 By Miami -Dade Product Control A) NO CHANGES THIS SHEET. 0 J R - 03/11 /20 0 Y LU = cn © O 0LO U' N IY ".- Q a�np � m Z Z CD = LI CD-:1 r TB LLIJ U 03 uMn�p o � N I-- Z � J 0MQ o� r o Z w t- ,� Z r Z O u- Z) P O r U C O Z X #nauS Q U) LL ci Z M CD r` LU U) Q aI31 'DsaQ innqmls OF A. LYNN MILLER, P.E. P.E.# 613705 2.848" �­ .062" 1.489" .062" 0 FLANGE FRAME HEAD I_. r 2.798" --- --1 FLANGE FRAME SILL --� 1.300" 170, 2.150" 2,848" 1.125" 2.112" .062" 2 INTEGRAL FIN FRAME HEAD -�- - 2.798" 3.466" .062" - 4 - 1.125" EQUAL LEG FRAME SILL 2.848" as2° 987" .t EQUAL LEG FRAME HEAD 2.796' P. QINTEGRAL FIN FRAME SILL 2.273" 120" 2.772" 2.211" .062" 062" t3 SASH TOP RAIL is FIXED MEETING RAIL 040" .813" HEAD ANCHOR 18 COVER 1.300" I¢ ie SASH BOTTOM RAIL HI -RISE }_-- 1.446" .634" ,040" .627" T � .802" 1.370" -� .070" GSASH STOP COVER 25A IG BEAD 341" I- 2.273" ---- ¢I 2.105" .062" --�-� 1.300" I� aSASH BOTTOM RAIL .465" 802" .070" -- t tea IG SNAP BEAD _617" FIf 802" .045" f-�-- 26 5/16" LAMI BEAD 2.560" .062" 2.724" G) FLANGE FRAME JAMB 2.798" -1 GFLANGE FRAME SILL HI -RISE .062" 1.235" - o I 1.300" - 17 SASH SIDE MAIL �.496" j 1" ..802„ .050.. 87/16" LAMI BEAD 508" INTEGRAL FIN FRAME JAMB I-�- 2.798" -- =k INTEGRAL FIN FRAME ESILL - HI -RISE LICONE 2.060" --- .062" 2.724" (DEQUAL LEG FRAME JAMB 2.798" 008" SEQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL POLYISOBUTYLENE 1/4" NOM. STRUCTURAL 3116" NOW WITH SILICONE DESICCANT FOAM WITH 7IMT. DESICCANT EXT.GLASS EXT. GLASS GLASS INT. GLASS 70 KODISPACE 4SG TPS 71 SUPER SPACER' NXT TM ALUMINUM POLYISOBUTYLENE DESICCANT FELL REINFORCEMENT SEAL 5116" NOM. SILICONE SEAL ROLL -FORMED BUTYL & STAINLESS STEEL DESICCANT FOAM EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS 72 DURASEAL" SPACER 73 XL EDGE TM SPACER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration DateO812312023 By 10- Miami -Dade Product Control A) NO CHANGES THIS SHEET. A - 03/11 /20 0D a LIJ = cn > p 'ADN [r O h m U) O Z O J o W n Z (.Q = W V �$ urn❑IG WU 0000 I­_Z d ...1 J o N 9MQ ti Z Z 0 Z O Z O N BI J z C_t rr^^ v/ VJ O Q Z W _ J ?� U) Q W 0rj!j •asaQ sa�aaS ti�``"•,�St€�� ICI I{r) 4- ­53705 A der zl 0-F / \ l , A. LYNN MILLER, F.E. P.E.# 58705 TABLE 11 I#m PGT Part ## Description Material 1 642001 Head, Flange Alum. 606376 2 624017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integra! Fin Alum- 6063-T6 5A .iamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal -leg Alum. 6063-T6 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 9 624029 Sill, Equal -leg Alum. 6063-T6 10 624003 Sill, Hi -Rise, Flange Alum. 6063-T6 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A-T61 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cover Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum. 6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624010 5116" Lami Beading Alum. 60.63-T6 27 624026 7/16" Lami Beading Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 #624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (1/8" X 1/2" X 4") Neoprene 35A IG Setting Block (118" X 3/4" X 4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X279% Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187", Fin Seal (@ Top Sash Rail) 46 varies Balance with Cover & Trim Rigid Vinyl 51 781 PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X3/4" Ph. PN SMS (Balance) Stainless Steel 63 - Alum. Screen with Fiberglass Mesh Varies 70 - Kommeding Kodispace 4SG TPS See Sheet 71 - Quanex Super Spacer nXi 10 far 72 - Quanex Duraseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 - Dow 791, 899, 983 or GE 7700 Backbedding Silicone 9 NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. SASH SIDE RAIL ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB INTERIOR FIXED MEETING RAIL SASH BOTTOM RAIL INTERIOR <I'1 TABLE 10_ MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. Fy Min. F Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UitraConO 155 ksi 177 ksi 114" DeWalt UltraCon+® 148 ksi 164 ksi 410 SS Elco/Dewalt CreteFlex@ 127.4 ksi 189.7 ksi 6063-'M Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date08/23/2023 By '("c Miami -Dade Product Control A) ADDED BACKBEDDING, r UPDATED MATERIAL :�2 PROP. TABLE. JR - 03/11 /20 00 Y d LU cn nay © o O cn 0 Q o z OLLo Z co W a v r_ uMo�Q LIJ 00 00 Z J -QN DPAQ LLI .—. t~ > d l­_ o Z z r Z t Lr" o Z) Q 1E T r N ❑ z (WLU 1y `-+ Z �aays O (A Z a0 Uj O Q I an a13i1 -DS&(j sauas NO, 58705 d�'P��iilii4y11` A. LYNN MILLER, P.E. P.E.# 58705