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Home My WebLink AboutNOAMIAMI•MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/bgilding 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 "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, 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 No. 18-0627.01 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 Manuel Perez, P.E. NOA No. 20-0406.04 Expiration Date: August 23, 2023 Approval Date: August 27, 2020 T8119/20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. I8-0627.01) 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-0627.01) 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 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. I8-0627.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6' Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. I8-0627.01) 2. Glazing complies with ASTM E1300-09 Manuel Perez, P.E. Product Control Exa�nin�r NOA No. 20-0 0 Expiration Date: August 23, 3 Approval Date: August 27, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 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 July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. I8-0627.01) 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE (Submitted under NOA No. I8-0627.01) G. OTHERS 1. None. E-2 Manuel Perez, P.E. Product Control Ea nor NOA No. 20- 06.0 Expiration Date: August 23, 3 Approval Date: August 27, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, 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 Dowsa 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 Anchor verification calculations and structural analysis, complying with FBC 6' Edition (2017), prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and updated to the FBC 7' Edition (2020) on 04/02/20, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Xtrafm (SGXTn Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. ..4 Manuel Perez, P.E. Product Control Exapd0ir NOA No. 20-0 06.04 Expiration Date: August 23,1021 Approval Date: August 27, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6' Edition (2017) and the FBC 7` Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed 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. 18-0627.01, issued to PGT Industries, Inc. for their Series "HR7710A" Aluminum Horizontal Roller Window - L.M.I. approved on 08/23/18 and expiring on 08/23/23. Manuel Perez, P.E. Product Control Exar NOA No. 20- 06.04 Expiration Date: August 23, 3 Approval Date: August 27, 2020 E - 4 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER 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). FOR ANCHOR SEE TABLES 12-14 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. 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. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM 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. A 76" OVERALL HEIGHT 75" BUCK HEIGHT SEE WEEPHOLE NOTES THIS SHEET --- 12 B 23" O.C. 9" O.C. +� i• i i♦ i I i 69" / 69" SASH FIXED VISIBLE VISIBLE LIGHT % LIGHT 22-1/2" o.c. 3 SASH 34-318" FIXED VISIBLE VISIBLE LIGHT LIGHT 11 _ _ i DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-11 LARGE & SMALL MISSILE IMPACT RESISTANT B 9" MAX. (8-112" 75" BUCK WIDTH MAX. 76" OVERALL WIDTH BUCK) TYP. FLANGE XO ELEVATION OX SIM. MAX. DIMENSIONS ALLOWED SHOWN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS FOR ANCHOR CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 —� 12" EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-112" I O.C. 12" O.C. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION O.C. 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 18-7891 & 18-7891.01; £LCO ULTRACON NOA; DEWALTIELCO CRETEFLEX NOA; DEWALT ULTRACON+ NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TABLE 1 Glass Type Description (Listed from Exterior to Interior) DP Table # Anchor Table # XOX XO I Ox XOX WM STD STD HD STD 1 118"AN, .090" PVB, 118" AN 2 - 7 12 i 5 2 1/8" HS, .090" PVB, 1/8" HS 3 - 8 12 16 3 3116" AN, .099' PVB, 3/16" AN 3 - 8 12 - 16 4 P6 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1f8" AN, .090" PVB, 1/8" AN 4 - 7 12 - 15 5 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 3 - 7 12 15 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 9 12 16 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 - 9 12 - 16 8 3/16" AN, .090" SG, 3116" AN 5 6 10 13 14 17 9 3116" HS, .090" SG, 3116" HS 5 6 11 13 14 18 10 13/16" LIG: 118" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 5 6 10 13 14 17 11 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 12 13/16" UG: 1/8" AN CAP, AIRSPACE, 118" HS, .090" SG, 1/8" HS 5 6 11 13 14 18 13 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" HS, ,090" SG, lf8" HS 5 6 11 13 14 18 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 118" HS, .090" SG, 1/8" HS 5 6 11 13 1 14 18 15 13/16" LIG: 3116" TP CAP, AIRSPACE, 118" HS, .090" SG, 118" HS 5 6 1 11 1 13 1 14 18 SG= KURARAY SENTRYGLASO INTERLAYER BY KURARAYAMERICA, INC. PVB = KURARAY TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 63" OVERALL HEIGHT 6 BU HEI 119" BUCK WIDTH SEE SHEET 17 FOR 120" OVERALL WIDTH INTEGRAL FIN ANCHORAGE TYPE TYP. FLANGE XOX ELEVATION & SPACING MAX. DIMENSIONS ALLOWED SHOWN CODES / STANDARDS USED: a 2020 FLORIDA BUILDING CODE (FB% 7TH EDITION a 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION a ASTM E1300-09 a ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION a ALUMINUM DESIGN MANUAL, ADM-2015 a AISI 6100-16 a AISC 360-16 USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11, IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). WEEPHOLE NOTES: 1) 1-518" X .300" WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL, C 56" / 56" SASH FIXED VISIBLE VISIBLE. LIGHT LIGHT 2„ CK 34" 55-318" FIXED GHT SASH VISIBLE LIGHT VISIBLE LIGHT 22-112" O.C. I 9„ T SEE WEEPHOLE THIS SHEET GENERAL NOTES..................................1 ELEVATIONS.............. . ........... ............... I GLASS TYPES TABLE ...........................1 DESIGN PRESSURES ........................... 2-9 ANCHOR QUANTITIES ...................... .... 10-14 INSTALLATION / ANCHOR SPECS ..... :.15-17 EXTRUSION PROFILES ..................... . 18 CORNER ASSEMBLY ............................ 19 PARTS LIST............................................19 PRODUCT REVISED as complying with the Florida Building Code NOA-No.- 20-0406.04 Expiration Date: 8/23/2023 Miamy-pade ProducrCo rol A) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. J R - 03/11 /20 00 Y Q W a {!3 to O �• to 0 r Q` alpG 0 —1 .—. Z 4 O —I o LL L1 = UJ U U_ ¢ o ufnD-rG �Z'� J Q ON CDj c~i� Z �Na Z O X W W CM LL o w O 06 rn N Ui o POPS zo O Z d _j < o can Z � 0 W � LU Q Z C>✓ _ LU a11li •asaQ sa+aas �114�lIIJJ/I A\( LYlV� No.587D5 _ =00 s E` i C "7CGR'Dk " A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2: 118" AN GLASS 09fl" PVB 118" AN GLASS 30 112" NOM. GLASS SITE EXT;RIOR 74 2 GLASSTYPE 1 11 3/16" AN GLASS 1/8" HS GLASS .090" PVB .090" PVB 1/8" HS GLASS 3116" AN GLASS 30 30 TABLE 3: 24 23 1/2" NOM. GLASS BITE 112" NOM. GLASS BITE EXTERIOR EXTERIOR 74 74 32 32 GLASS TYPE 2 GLASS TYPE 3 13116" NOM. GLASS STACK 13/16" NOM. � GLASS STACK AIRSPACE 090 PVB AIRSPACE 090" PVB 1 /8" TEMPERED 118" AN 3116" AN OR GLA55 GLASS TP GLASS 11$" AN GLASS 31 74 31 74 "-80.0 FOR GLASS TYPES 2, 3, 6 & 7 21 OR 1 S 1/2" NOW @OR 1 B 112" NOM. GLASS BITE GLASS BITE EXTERIOR EXTERIOR a a 33 OR 33B 70 73 33 OR 36 70-73 GLASS TYPE 5 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) NOTES: 1) OVERALL (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. Overall Width � Glass Type: 1 Design Pressure (lbslffi � for XO � 01C Windows Meeting Rail: Standard 21-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65, 0 -65.0 +65.0 -65. D +65.0 -65.0 +65. a -65.0 +65.0 -65. D 25" +65.0 -65.0 +65.D -65.Q +65.0 -65.0 +65.D -65.D +65A -65.a 37" +65. a -65. D +55. D -65.0 +65.0 -fi5. a +65.0 -65. D +65.0 -65.0 49" +65:0 -65.0 +65.0 -65.0 +65.0 -�i5.0 +65,0 -65.0 +65.0 -65.0 61" +65,0 -65.0 +fi5.a -65.0 +65.0 -65.a +fi5.0 -65.D +65.0 -65.D 87" +65_D -65.D +85.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.a -65.0 +65.0 -65.0 +65.0 -65.a +65.0 -BS.o +63.3 -63.3 Overall Width Glass Types: 2, 3, 5, 6, 7 Design Pressure (Ibslfk2� for �a $or OX VilindOv+rs Meeting Rail: Standard 21-118" Overall Mgt. 37" O�rall Mgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.D -so.o +65.0 -8a.a +s5.o -80.0 +65.0 -80.0 +65.0 -ao.o 25" +s5.o -sa.a +65.0 -sa.a +65.D -aD.a +ES.o -sD.o +fi5.o -sa.a 37" +55.0 -sa.o +s�.D -sD.D +65.D -sa.o +s5.a -80.0 +65.0 -s0.o 4a° +e�.D -8D.D +85.D -so.a +65.a -so.o +65.D -so.o +��.o -so.o 51" +65.0 -80.0 +65.0 -80.a +65.0 -8a.0 +B5.a -sa.a +65.a -sa.a 67" +65.0 -sa. o +65. o -so. a +65. a -so. o +65. o -sa. D +65. D -79.2"' 74" +65.0 -80.0 +65.0 -80.0 +B5.a -sa.0 +s5.0 -8D.D +fiS.D -72.2"` PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 Expiration Date: /23/2023 By: Miam, pade Product`Co�trol A) NO CHANGES THIS SHEET. n a JR - 03/11/20 M W � (!} nab C*] 00 0 N Q oC z O LL o Z v = W 7 r• �� U � uMOJp o N F- Z .. �M 0 O LU co o z '. X w w J 0 W W N ® rn IV N o i/) 3aa4S 0 rn W CD Z Z f r LLF � J W = a¢ �©Q saflas I ,,�t111�1rt111J I`1o. 38705 Tr: 41 �. �� f L�r�rI�F� •' ��i'; i A. LYNN MILLER, P- E. P,E•# 58705 TABLE 4: Overall Width 2 Glass Type: 4 Design Pressure (lbslf#) for XO & OX Windows Meeting Rail. Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80-0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 13116" NOM. GLASS STACK GLASS AIRSPACE 090" PVB 118" AN GLASS 1!8" AN GLASS im GLASS BITE EXT33 OR 70-73YPE 4 j 13116" NOM. I GLASS STACK 3116" AN OR AIRSPACE 090" SG HS GLASS 118" AN OR 090" 5G 3/16" AN OR TP GLASS 3116" AN GLASS 30 HS GLASS s� 7� 23 n 1!2" NOM_ 1P OR B 112' NOM. TABLE 5: I J GLASS BITE4 GLASS BITE Overall Width Glass Types: 8 thru 15 Design Pressure (lbs/fig) for XO & OX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -410.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +M0 -110.0 +80.0 -101.9* 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7* 74" +80.0 -110-0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0* *A 10.0 FOR GLASS TYPES 9, 12, 13, 14 8, 15 GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN 0 FRAMES NOTES: 1) OVERALL (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. EXTERIOR a EXTERIOR a 70-73 &_/33 OR 33B GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) 1-1 13116" NOM. I GLASS STACK fIII 1 13116" NOM. I GLASS STACK AIRSPACE -090" SG AIRSPACE .090" SG 118" AN OR 6 3116" AN OR TP GLASS 1I8" HS GLASS TP GLASS 118" HS GLASS 31 74 31 74 �� [L"IPyjOR 1B �� 1/2"NOM. 6OR 1B 1/2"NOM. GLASS BITE GLASS BITE EXTERIOR EXTERIOR l a � I¢ 33 OR 33B ��-73 33 aR 33B 7Q-73 GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (`TEMPERED) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 Expiration Date 0812312023 Miam A) NO CHANGES THIS 0 SHEET. .N a JR - 03/11/20 0o Q LU C) o cn nab? O o O [L' a}aQ U) Z ILL Z (0 v ) r U U OW CO ClM l7JQ ON F_ Z �t W Q CD Z W e� _j m � r IA_ o o < Lu O U] laaus z O = U) W uFi Z Z LU J W Q ❑ a?}?_L '_OsaQ sa?gas 1%� IIIi'II,,,'`! EN w No.58705 S ATE OF ONAL.i� sti A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6: Overall Width 2 Glass Types: $ thru 15 Design Pressure (lbs/ft) for XO & OX Windows Meeting Rail: Heavy -Duty 21-1/8" Overall Hgt. 37" Overall Hgt, 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8* 76" 11 +80.0 -110.0 +80.0 -11Q.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +SO.Q -105.8* 3116" AN OR HS GLASS .090" SG 3116" AN OR 23 30 HSGLASS 1/2" NOM. GLASS BITE EXTERIOR 7A 32 NOTES: GLASS TYPE 8 GLASS TYPE 9 13/16" NOM. GLASS STACK AIRSPACE 090" SG 1 /8" AN OR TP GLASS 3116" ANNGGLASS 3� (74} GLASS 131TE • - Lirnm!! 1W � ,1 IS M 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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. GLASS TYPE 10 ANNEALED GLASS TYPE 11 (TEMPERED) *-110.0 FOR GLASS TYPES 8-13 & 15 GLASS TYPES 8 -15 MAY NOT BE USED WITH INTEGRAL FIN 0 FRAMES ¢� 13116" NOM. GLASS STACK AIRSPACE .090" SG 118" AN OR TP GLASS 1!8" HS GLASS �J U 70-73 33 OR 33B GLASS TYPE 12 (ANNEALED' GLASS TYPE 13 TEMPERED 13116" NOM. I GLASS STACK AIRSPACE 090" SG 3116" AN OR TP GLASS ti/8' HS GLASS (�1PSjOR ( 07 10 NOM. ��•�� GLASS BITE EXTERIOR 70-73 33 OR 313 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 TEMPERED PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 Expiration Date: 8/23/2023 Miam"ade Product±Co rol A) NO CHANGES THIS SHEET. A .N JR - 03/11/20 00 Y Q W o C7!) M O ( O h Q t ' a3o� O M VJ O z OLLa .. Z. z W o ti _ W U C3 J 7e uMo d Z J H ON W z W J r O Q O � � N N LU N O CA �aa4S z O 2 Ln W Il o z Z h a � 0 J W � = o a13t1 -asap s0j 4 � V �.tcrrvsF • . �� No. 58 705 `S ATE a, !�€lfllliS�llt A. LYNN MILLER, P.E. P. E.# 58705 TABLE 7: Overall Width Sash Configuration Sash Width Range m 9 ) Glass Types: 1, 4, 5 Design Pressure (lbstft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Orrerall Hgt, 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44'j Y4-��2-Y� 12.038 - 12.052 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 l3-1/3-/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" 1/4-Y:2-1/4 12,038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Y3-1/3-Y3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-1/8" Y4-1/2-1/4 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 13-1/3-I3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61" /4-1/_%4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 16.303 - 20,675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -%0 +60.0 -60.0 Y4-1/2-%4 12.038 - 20,052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3--1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/-%4 ** - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2-%4 *- - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 'i/4-1/-/4 - 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +%0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 120" %4-1/2-Y4 -31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56,924 2 NOTES; 1) OVERALL (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. /8" AN GLASS .090" PVB •118" AN GLASS 1/2" NOM. GLASS BITE EXTERIOR GLASS TYPE 1 13116" NOW GLASS STACK AIRSPACE III p90" PVB 1f8" AN GLASS 118" AN GLASS ._ w ■ ,� 11=i�GLASS BIT'l EXTERIOR 33 OR WGLASS TYPE 4 13l1$" NOM. I GLASS STACK AIRSPACE 11t,09011 PVB 1 /8" TP 1 /8" AN GLASS GLASS [L1 OR 1S 10NOM. �� GLASS BITE EXTERIOR 75-73 33a OR 33B GLASS TYPE 5 PRODUCT REVISED as complying with the Florida Building Code N OA-N o. 20-0406.04 Expiration Date: /23/2023 By: V �� Miamjl�pade Produq-Co rol Ij A) NO CHANGES THIS SHEET_ JR - 03/11/20 0 Q Lu C) ir0 nab c`fl O ❑ o cn 0M0 O Q OJ m Z O Z O o Lu o 2 Lu J �g W U -00 _j O N �ME7 0 > M1 Z O r Z W J O W - N r O D' W uO ® N N O (I) 7aa4S O W Z_ Z w a � � J W = a� •aoQ sauas e No.587(),q � TE F f �t`/oiVALL_ f111111; W A. LYNN MILLER, P.E. P.E.# 58705 TABLE 8• 1/8" HS GLASS 090" PVB 118" HS GLASS 30 24 1/2" NOW GLASS BITE EXTERIOR 74 327r,1 TYPE 2 3/16" AN GLASS 09d" PVB 3Q 3/1�LA5S 23 1/2" NOW GLASS BITE EXTERIOR 74 32 GLASS TYPE 3 '* MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 ** MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556_ 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT V 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, Overall Width Sash Configuration Width Range (in) Glass Types: 2, 3 Design Pressure {pbsfft2� for )Cd)C Windows Meeting Rail: Standard 21-1l8 Overall Hgt. 29 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. ��4^"�I2-%4 12.038 - 12.052 +65.Q -8a.0 +65.0 -80.a +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -SQ.Q �' �/a-�/s-�/s 12.053 - 15.008 +65.0 -8E].0 +65.0 T8D.0 +65.Q -80.0 +65.0 -80.0 +65.0 -$0.0 +65.D -80.0 �/4_t/2-1/4 12.Q3$ - 13.302 +65.Q -80.Q +65.0 -$0.0 +BS.a -SD.O +65.0 -80.D +65.0 -8a.0 +fi5.0 -80.0 49" Mfg-tfg-�f3 13.3Q3 - 16.675 +65.Q -8a.a +65.Q -$0.0 +65.Q -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -8D.0 �/4-fz-�/a 12.038 - 14.333 +65A -84.a +65.Q -80.0 +85.0 -$Q.0 +65.0 -80.0 +65.0 -80.0 +65.0 -84.0 53-118" �/�-ifs-�/� 14.334 - 18.050 +65.0 -80.0 +65.a -80.0 +65.0 -80.0 +65.0 -$0.0 +65.0 -80.0 +65.0 -80.0 �4-1fz-�f4 12.03$ - 16.302 +65.0 -8a.0 +65,0 -80.0 +65.0 -80.D +65.0 -8a.0 +65.Q -8Q.0 +65.D -80.0 61" '/3'/�-�/s '16.303-20.fi75 +65.Q -80.0 +65.0 -80.0 +65,Q -80.0 +65.0 -80.Q +65.0 -8Q.a +65.0 -80.0 �/a-t/2-t/4 12.a3$ - 20.D52 +65.0 -80.0 +65.0 -80.a +65.0 -8Q.0 +65.D -80.0 +65.0 ,80,0 +65.0 -80.0 78" custom 20.053 - 22.185 +65.Q -80.Q +fi5.0 -8a.0 +65.Q -8a.0 +65.0 -80.0 +65.0 -80.0 +85.a -80.0 �/s-�f3-t�3 22.1$6 - 25.675 +65.0 -$0.0 +65.0 -80.0 +65.0 -8a_a +65.0 -80.0 +85.0 -8U.0 +65.0 -80.0 �/a_�/2-�/a ** - 24.D82 +65.0 -80.a +65.0 -$0.0 +65.0 -80.0 +65.a -80.0 +65.a -80.D +65.Q -8a.0 92-1/$" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.Q -80,Q +65.a -$0.0 +65.0 -80.Q +65.0 -80.0 f�-�/�-�/3 26.18E - 31.Q48 +65.0 -$O.Q +65.D -8Q0 +65.Q -$a.0 +65.0 -8a.0 +65.0 -80.0 +65.0 -80.Q '/a-�/2_�/a ** - 25.3a2 +65.Q -sQ.Q +65.D -$o.a +65.o -80.Q +65.0 -8a.0 +65.Q -80.D +65.0 -SaA s7" custom 25.3a3 - 27.1s5 +65.a -sa.o +65.a -$a.a +65.0 -$o.o +65,a -$Q_o +fi5.o -8D.Q +65.a -sa.o �/�-'/3-"/3 �7-1s6 - 32.s75 +65.0 -$a.o +s5.a -sD.a +s5.o -$o.D +65.Q -aa.Q +65.a -$o:a +65.0 -$o.o �/�_�/�_�f�, ** - 2s.3Q2 +65.a -$o.o +s5.o -$a.o +s5.a -sD.o +65.0 -so.a +sS.Q -sQ.a +65.0 -$o.a 109" custom 28.303 - 30.185 +65.0 -50.0 +65.0 -8Q.0 +65.0 -$O.Q +65.0 -80.0 +65.0 -8D.0 +65.0 -BD.D 'f�-�/s-.�f3 30.18E - 36.fi75 +65.0 -80.0 +s5.a -so.a +65.0 -8D.0 +65.0 -80.a +65.0 -8a.0 +65.a -80.0 �/�_�fz_�/4 ** - 29.463 +65.0 -80.Q +65.0 -80.0 +65.0 -80.Q +65,D -$0.0 +65.0 -80.0 +65.0 -8D.0 113-5/$" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -$0.0 +65.0 -80.0 +65.Q -50.0 +65.0 -8Q.0 �f3-tf3-1/3 33.15E - 3g.222 +65.Q -$Q.0 +65.a -SO.Q +65.0 -80.0 +fi5.0 -80.Q +65.0 -80.Q +65:0 -$0.0 �/4_�fz_�/4 �* - 31_a52 +s5.o -80.0 +BS.a -80.a +65_Q -so.0 +sS.D -80.a +s5.o -8D.0 +sS.Q -$aD 120" custom 31.053 - 33.185 +65.0 -80.0 +65.a -80.0 +65.0 -80.0 +65.0 -80.D +65.0 -80.0 +65.0 -$0.0 custom 33.98E - 38.222 +65.a -80.0 +65.a -8D.0 +65.0 -80.0 +65.0 -aO.Q +65.0 -80.0 +65.0 -$Q.Q PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 Expiration Date: 8/23/2023 BY: Miam"ade Produce rol A) NO CHANGES THIS SHEET. 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P.E.# 58705 TABLE 9: Overall Width Sash Configuration Sash Width In Range g (in) Glass Types: 6, 7 Design Pressure (Ibs/fl'z) for XOX Windows eating Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 1 63" Overall Hgt. 44" �/4_�/2_1/4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-�/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49"' �/4-'/-�/4 12,038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •-80.0 +65.0 -80.0 Y3-Y3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1 /8" /4-�/2-y4 12,038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-�/3--1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" �/4-y2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-1/3-1/3 16.303 - 20.675 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %4- /2_y4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.9B 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-1/3-.�/3 22,186 - 25-675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-1/2-�/4 * - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5s 92-1/8" custom 24.083 - 26,185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 !3-1/3-�/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %4-12-I4 - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3-1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 I4-1/2-I4 -- - 28,302 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 %3- 1/3-Y3 30,186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 I4-1/2-�/a - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74,1A +65.0 -67.56 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 %4_1/2_y4 "* - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 120" custom 31.053 - 33,185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -•68.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 "k MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN- SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (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. "80.0 FOR GLASS TYPE 7 s-75.0 FOR GLASS TYPE 7 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 3116" AN OR TP GLASS :118" AN GLASS �aRE�IB 10NGLASS BITEE EXT70-73 33 OR GLASS TYPE _6_(ANNEALED) GLASS TYPE 7 (TEMPERED) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 Expiration Date: 8/23/2023 By:� Miamipade Product Control A) NO CHANGES THIS o SHEET. .y JR - 03/11/20 co j o © (D O O L13 N N 0 Q 9PO Z 0 O LL p iIJ CD _to LU WU J uMorQ o � w o> C) d U) z oz rn X Lu 0 w J �- O [ifw T` ED ® C IV Of N # 0 IaayS a U) w iZ o r z z ti LLI ac w _j = Q ❑ q)jj_ .-30 saua� - ry No. 53705 :rdfi€II A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10: 3116" AN GLASS 5G .090" 3/16" AN GLASS 30 23 112" NOM. GLASS BITE EXTERIOR a 74 32 GLASS TYPE 8 13116" NOM, GLASS STACK SG AIRSPACE .090" 118" AN OR TP GLASS 3116" AN GLASS 31 74 21 OR 1 f3 112" NOM: GLASS BITE EXTERIOR* 70-73 33 OR 33B GLASS TYPE 10 ANNEALED GLASS TYPE 11 (TEMPERED)_ GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN ® FRAMES ------------ MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 '* MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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. Overall Width Sash Configuration 1�lidth Range (in) Glass Types: 8, 10, 11 Design Pressure (I�slft�) for XOX Windows Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. �/a-�/2_1/a 12.Q38 - 12.052 +80.0 -11a.0 +sa.o -11a.o +so.o -110.0 +Bo.Q -110.{l +80.0 -11o.a +Bo.Q -110.0 44" tf3-�/�-��/3 12.Q53 - 15.aa$ +80.0 -11Q.0 +80.0 -11fl.Q +80.0 -110.0 +80.Q -110.0 +80.fl -110.0 +80.0 -110.0 �a-�/�- �4 12.038 - 13.3a2 +80.fl -11 Q.0 +80.0 -110.0 +80.0 -11 a.0 +BQ. Q -110.0 +80. a -11 a.0 +sfl.fl -11 Q.0 49" 13.3Q3 - 1fi.675 +$0.0 -11o.a +ao.a -110.0 +Bo.Q -110.0 +$O.a -110.0 +80.0 -11Q.0 +80.0 -11a.o �/a-�2��a 12.038 - 14.333 +80.0 -110.0 +8Q.0 -110.a +80.0 -110.0 +50.0 -11a.a +80.0 -110.a +80.0 -110.fl 53-118" 14.334 - 18.050 +8fl.fl -110.0 +80.0 -110.0 +8a.0 -11fl.0 +BQ.Q -110.0 +80.0 -110.0 +Bfl.Q -110.0 �/4-�/z-�/a 12.038 - 16.302 +80.a -110.0 +BD.a -110.0 +80.0 -110.0 +sa.0 -11a.o +80.0 -110.0 +8Q.0 -110.a fit" z/3_�/s-'�/3 1fi.3Q3 - 2Q.675 +80.Q -110.0 +80.0 -114.Q +BQ.a -110.0 +80.0 -11a.0 +80.fl -110.0 +80.0 -110.0 �/a_�/�_�/a 12.038 - 20.052 +80.0 -1'IO.o +8Q0 -1'10.0 +$Q.0 -1'10.0 +80.Q -11a.0 +sQ.a -11a.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.Q -110.0 +80.0 -110.0 +80.0 -110.Q +80.a -110.0 �/3-1/3-�/s 22.186-25.£75 +80.0 -110.a +8Q0 -11Q.0 +80.0 -110.0 +80.0 -110.0 +$Q.0 -11Q.0 +80.a -110.0 �/4-'/-'/4 �� - 24.osz +sa.Q -110.0 +$o.o -11a.o +so.o -11a.o +sa.a -11o.a +sa.o -1o1.fl +sfl.a -9a.5 92-1la" custom 24.fla3-26.185 +8a.o -110.0 +80.a -110.0 +8a.a -110.0 +so.a -11a.0 +8fl_o -110.0 +sa.a -105.2 �/S-t/3-�I3 26.186 - 31.048 +80.0 -110.4 �-80.0 -110.4 +80,0 -110.0 �-50.0 -110.0 +80.0 -110.0 +80.0 -102.3 '/4-�/2-�/a *� - z�.3o2 +so.a -11o.a +so.a -110.0 +sa.o -11o.a +$o.o -11a.o +aa.o -1o1.a +so.a -so.� 97" custom 25.3fl3 - 27.185 +80.0 -110.0 +80.Q -110.a +8Q.0 -110.0 +80.0 -110.0 +80.0 -11Q.0 +80.0 -102.7 �a-%-�� 27,186 - 32.675 +80.fl -11Q.Q +80.0 -110.0 +$0.0 -11fl.0 +8fl.fl -110.0 +80.0 -110.0 +80.fl -98.9 %a-�/2-%a *�-zs.3o2 +80.0 -110.0 +so,o -110.0 +so.a -fi10.0 +$a.o -11a.o +so.o -1a1.a +so.o -so.� 109" custom 28.303 - 30.185 +80.fl -11fl.Q +80.a -110.0 +80.0 -11fl.fl +8fl.Q -110.0 +80.0 -110.0 +8D.D -97.3 %3-'/3-"I3 30.186 - 36.675 +$o. a -110.0 +80.0 -11 Q.a +80.0 -11 Q.0 +$a.0 -110.0 +80, a -11 a.0 +80.a -92.9 '/a-'/�-%a. *� - 29.463 +ao.fl -110.0 +Sfl.O -11Q.0 +80.a -110.0 +BQ.a -110.0 +$Q.a -101.0 +aO.Q -9fl.5 113-5l8" custom 29.4fi4 - 33.185 +80.fl -11Q.a +80.0 -110.0 +80.0 -11Q.0 +80.fl -110.0 -�80.0 -10$.5 +8a.0 -94.1 �/�-�/3-� 33.186 - 38.222 +80A -11aA +BQ.o -11a.0 +80.0 -11a.a +80.fl -110.Q +8Q.0 -110.0 +8Q.0 -92.3 �/4-�/2-�/4 - 31.fl52 +80.0 -110.0 +8Q.a -110.0 -�Sfl.Q -11Q.0 +80.0 -110.a +80.a -1fl1.0 +80.Q -90.5 12a° custom 31:053 - 33.185 +so.Q -11a.a +sa.o -11a.Q +sfl.o -11a.o +aQ.o -11a.a +sa.a -1a2.9 +Sa_o -91.5 custom 33.186 - 38.222 +8a.0 -11Q.fl +8a.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -9fl.6 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 Expiration Date: 8/23/2023 By: Miam4ade Product'Cl�trol A) NO CHANGES THIS SHEET. JR - 03/11/20 Lu ° a co xa� cb O ❑ O c i- ti 0� 0 r a;oQ co z o Z O LL c' u U U CD � U1da Q Dmu IW Z del' LLI Q O fA � ca01 Z Z r .,,.. f_ W W J in 0) `- LL 0 O O W 00 � � O (f) �aa45 o � LU v~i Z Z w ' J Lu LL' _ a o aI7f1 7saQ sauas No. v8705 S ATE Of IiW A. LYNN MILLER, P.E. P.E.# 58705 --- Overall Width Sash Configuration Width Range (in) Glass Types_ 9, 12, 13, 14, 15 Design Pressure (lbslft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/4-1/2-1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44" 1/3-1/3-1/ 12,053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 •-110.0 +80.0 -110.0 +80.0 -110.0 �/4-1/2-1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -1 %0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3-1/3-1/3 13.303 - 16.675 +80.0 A I M +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-I2-t/4 12,038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 •-110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1 /8° 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 !4_ 2_1/4 12.038 -• 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/3-1/3-y3 16,303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 •-110.0 +80.0 -110.0 1/4-1/2.-1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.Q +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22,185 +80.0 •-110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3_1/3-1/s 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 �* - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 •+80.0 -110.0 +80.0 -106.7* 92-118" custom 24.083 - 26.185 +80.0 -110_0 +80.0 -110.0 +80.0 •-110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3_y3_y3 26.186 - 31,048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y4-I2-I4 ** - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.Q -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 f3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 ** - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 ** - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.Q +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-f2-1/4 ** - 31,052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33,186 - 38.222 +8M -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 .- **MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH- 58.556 2 *" MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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. ---I i V.0 rUM UL.A00 1 T rC? V, FG, I J Ol I GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN ® FRAMES 3/16" HS GLASS .090" SG 3/16" HS GLASS 30 _\ OM. BITE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 EXT 7V_8 ASS TYPE 9 Expiration Date: 8/23/2023 By:Miam Dade ProducYCo�i�trol A) NO CHANGES THIS SHEET. 13116" NOM. I GLASS STACK AIRSPACE Illk .09011 SG 118" AN OR TP GLASS 118" HS GLASS OR 1 B P7 112° N,M. GLASS BITE EXTERIOR 74-73 33 OR 33B GLASS TYPE 12 ANNEALED GLASS TYPE 13 (TEMPERED) 13116" NOM. GLASS STACK AIRSPACE 090" SG 3116" AN OR TP GLASS , HS GLASS I OR Em Nor,.GLASS BITE EXT7❑-73 33 OR GLASS TYPE 14 (ANNEALED) GLASS TYPE 15_(TEMPERED) JR - 03/11/20 CO R Q W W naN L)C C') } � a$OQ 0 Q {� CV M O ZZ Z co T U C W - b oa uMnaQ ON ow I¢- Erna r` z - �- .. W W I 01 0ca O O Cr W w (9N N a� O0 u) 7aa7 zO U) W h c� of Q LL CD ua Z_ Z h W F J UJI _ Q aldl! asaQ sauas No. 58705 IL ". TATE OF A. LYNN MILLER, P.E. P.E.# 58705 Anchor Quantities for XO & OX Windows Glass Types: 1 thru 7 Meeting Rail: Standard Overall Width 21-1/8" Overall Hgt. 37" Overall Mgt. 49" Overall Hgt. 55" Overall Hgt. 63"' Overall Hgt. Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E co 2011 1+ C2+ 1 2 1+ C2+ 1 21 1+ C 2+ 1 3 1+ C2+ 1 31 1+ C2+ 1 3 25i1 1+C2+1 2 1+C2+1 2 1+C2+1 31 1 +C2+1 3 1 +C2+1 3 3711 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 4911 1 +C2+ 1 2 1 +C2+ 1 2 1 +C2+ 1 3 1 +C2+ 1 3 1+C2+ 1 3 61 i1 1 +C2+ 1 2 1 +C2+ 1 2 1 +C2+ 1 3 1+C2+ 1 3 1 +C2+ 1 3 6711 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * 3 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * 3 I IL1411 rVR Ult\JJ 1 71-C" ,, Y - J Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Standard Overall Width 21-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill E Head & Sill E Head & Sill E Head & Sill E ca Head & Sill E 2011 1+C2+ 1 21 1 +C2+1 2 1+C2+1 3 1 +C2+1 31 1 +C2+1 3 2511 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37F1 1+C2+1 2 1 +C2+1 2 1 +C2+ 1 3 1 +C2+ 1 3 1 +C2+ 1 3 4911 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 611F 1 +C2+ 1 2 1 +C2+ 1 2 1+ C2+ 1 3 1 +C3+ 1 3 1 +C3+ 1 3 67" 1+C2+1 21 2+C2+2 2 2+C2+2 3 2+C3+2 31 2+C3+2 3 7411 11 2+C2+2 2 2+C2+2 121 2+C2+2 13, 2+C3+2 31 2+C3+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 12" MAX. QC, Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty Overall 21-118 Overall Hgt. 37"Overall Hgt. 49 Overall Hgt. 551 Overall Hgt. 63 Overall Hgt. 76 Overall Hgt. Width Head & Sill E Head & Sill m Head & Sill E Head & Sill E Head & Sill ro Head & Sill E co 20f1 1 +C2+1 2 1+C2+ 1 2 1 +C2+ 1 3 1 +C2+ 1 3 1 +C2+ 1 3 1 +C2+ 1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 3711 1 +C2+ 1 2 1 +C2+ 1 2 1 +C2+ 1 3 1 +C2+ 1 3 1+C2+ 1 3 1 +C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 6111 1 +C2+ 1 2 1 +C2+1 2 1 +C2+1 3 1+C3+1 3 1+C3+ 1 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 7611 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 14 2+C4+2 5 CLUSTER OF 3 ANCHORS ANCHORS 4ANCH01 AT THE 2 ANCHORS AT IN THE CENTERED AT THE THE FIXED LITE IAMB SASH MEETING RAIL 23" MAX. O.C. _ 9" MAX. D 22-112" MAX. O.C. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 6" MAX. O.C. -1 •] AK1t-Lf'%M CLUSTER DETAIL 4" MAX. O.G. __1 f 4— 3-ANCHOR CLUSTER DETAIL 4-ANCHOR CLUSTER DETAIL NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 Expirationate:4812312023 Bye_.'��6LJ� Miamy1 Dade Product' �Irol A) NO CHANGES THIS SHEET. JR - 03/11/20 °D Y Q W o CO �:LO M nab 0N. 0 Q O L p 1 LJ z co r WU � J unoaQ a�I LU a� r z z X J Lu m L- o ° E1✓ � ® CD N Zz )aau5 O T H Q v cn Z O w W U d _ Q a?#?� .asap sailag �E t?ol,//. ;3 3 T y TE F (� o �'�frrtl�i�Y` A. LYNN MILLER, RE- P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 1, 4, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill -0 E Head & Sill -0 E Head & Sill '0 E -7) Head & Sill -0 E Head & Sill 1 n E _71 Head & Sill _n E cc -7 �4-2-I4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 44" Y3-/3-Y3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/31/3-�3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-j2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3-Y3-1/3 14.334 - 18,050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/_1/4 12.038-1 . 6.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" %-%3 1/3 16.303 - 20.675 1.+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4-Yz-1/4 12.038 - 20.052 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1�3-Y3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-Y2-1/4 - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3-/3 I3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1/4-1/2-1/4 - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 26.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186 - 31,.038 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4_1/2_/4 x* - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303 - 29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 13, 1+C2+3+C2+1 3 220" 1/4-f2-1/4 ** -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 * MIN, SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 12" MAX. O.C. 1 GUIDE TO USING ANCHOR (QUANTITY 1 �>C 13flC2 11 TABLES FOR XOX WINDOWS: 2-ANCHOR CLUSTER DETAIL CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTERED AT THE CENTERED AT THE JAMB THE SASH MEETING RAIL 3 ANCHORS AT THE FIXED LITE MEETING RAIL 22-112" MAX. O.C. 1 ANCHOR AT 9" MAX. -- 12" MAX. O.G. THE SASH I 9" MAX. O X NOTES: - / I 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG REPEAT ANCHOR PATTERN AT SILL WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE MEETING RAIL TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. PRODUCT REVISED as complying with the Florida Building Code N OA-N o. 20-0406.04 Expiration Date.08/23/2023 ! Miam A) NO CHANGES THIS SHEET_ JR - 03/11/20 03 Y a LU o cY] U) 5: nab 0 0 ° > r- 0 N � Q aio0 �. i c) Z O Z OLL = Li 0(.) LUoN uMn�p oLU 5MG > Nr 07 z o� rn of _j W m IL 0 rn Z Q ¢ ;aa45 o = CY z O r- Uj U � d afjrl psaQ saua5 NO. 58705 _ 7vs- = �g� �.A:�- CIF _°• `f/L� l,fr�li.�' A. LYNN MILLER, P.E. P.E.4.58705 TABLE 16: Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 2, 3, 6, 7 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt- 37" Overall Hg#. 49" Overall Hgt. 55" Overall Hgt. 1 63" Overall Hgt. Head &Sill -, Head &Sill Head &Sill Head &Sill E 4 Head & Sill E -3 Head & Sill E 4 44" 14_1/2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �{ 1/3-1/3-l3 12.053 - 15,008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" %4_�2-/� 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-I3 13-303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/4_Y.2_J4 12-038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4-1/2-1/4 12-038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/-1/3_1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %4_1/2_%4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 '/3-%-1I3 22,186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-/2-Y4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 26.186 - 31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y4-Y2 Y4 *` - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25,303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C3+2+C3+1 3 I3'1/3-1/3 27.186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4-%-1/ *" - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28-303-30,185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3_1/_Y3 30-186 - 36,675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 %4-1/ -/4 ~" - 29-463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8" customqq�� 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3- 3 33.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4-1/2-1/4 "'" - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 121 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 '* MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 1 ANCHOR AT THE SASH 22-1/2" MAX. O-C. 9" MAX. - NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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. 12" MAX. O.C- i -0 Ab n Anir+Uno CLUSTER DETAIL 6" MAX. O.C. -- j '2 Anir'Una CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 11 �CZH. 3�C2!gl l!31 CLUSTER OF 2 ANCHORS CENTERED AT THE MEETING RAIL CLUSTER OF 2 3 ANCHO ANCHORS CENTERED AT THE IN THE JAMB 3 ANCHORS AT MEETING RAIL THE FIXED LITE 1 ANCHOR AT 12" MAX. O.C. THE SASH 9" MAX. x o x 7 MEETING RAIL REPEAT ANCHOR PATTERN AT SILL PRODUCT REVISED as complying with the Florida Building Code N OA-No. 20-0406.04 ExRiration Date: 8/23/2023 By: Y/lrLLP Miam 4ade ProducrCo�trot A) NO CHANGES THIS SHEET. 4 JR - 03/11/20 00 W O nab P7 © o U1 N atop O co Z z O um C) W O- z 0 ►` = w - U J �e W 00 N W O j � Okla z rn a Z � W W _ � r -§ ¢ O O I- cy 04 O Z }aa45 z o = Q a O z O U Z 2 a Q a�il1 ossQ I sauaS 11itl1ltr,'/,, ` r No. 51;705 UL 0 ! = _�rE OF CINAL 'If mit, 01\\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 17: Overall Width Sash Configuration Sash Width Range (in) Glass Types; 8, 10, 11 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill -0 @ Head &Sill 1-01 E Head &Sill � Head &Sill Head & Sill Head &Sill .n 44" '14-Y2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �/ /3-1/3-1/ 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/4-1/2--1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-1/3- ; 13.303 - 16.675 1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1 /8" Y4-Y2-1/ 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %3-%3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" �4_l2_1/ 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 �� %3-%3-/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 J4-y2-y4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20,053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-%3-%3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 Y4-1/2-Y4 ** - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-I3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_%-% *� - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+.3+C3+1 3 1/ 1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1/4_1/-%4 *R - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 %4_1/_%4 ** - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 33.186 - 38.222 �2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 12+C3+3+C3+2 3 1 2+C3+3+C3+2 3 2+C3+3+C3+2 3 12" MAX. O.C. 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. -- I¢ 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS; -MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 *' MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS 2 ANCHORS ANCHORS 1 ANCHOR AT CENTERED AT THE CENTERED AT THE IN THE THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB THE FIXED LITE 22-1/2" MAX, O.G. 1 ANCHOR AT 9" MAX. --- ---- -- -� 12'-MAX. O.C. - THE SASH POn-Mc 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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. X / O MEETING RAIL - s° MAX. X_T REPEAT ANCHOR PATTERN AT SILL PRODUCT REVISED as complying with the Florida Building Code N OA-N o. 20-0406.04 Expiration Date: 8/23/2023 By: d �_�__�A.Az, Miam�-pad, Produc""rol A) NO CHANGES THIS SHEET. JR - 03/11/20 T_ �C Q Lu a r nab C'7 co 0 r- O Q a}oQ O M O Ou-� z cc Ui ,. r=, LLU U CO J GAh O1Q Q N F 9M4 O r d z LIJ J W J m � r u- o o rY CI' ® w N CD N z O Q OCr = Cr 6 T u3 _z O t- W U J z = Q Q a11r1 �saQ sauas i ;,- No.58705 � v ` r2 X-� {� \ ! i C//raa\fqqD, 1/!11€€1110\1 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 18: OveralSash Width Width Configuration Sash Width Range (in) Glass Types: 9, 12, 13, 14, 15 Anchor Quantifies for X�X Windows Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt- 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill Head &Sill Head & Sill Head &Sill Head & Sill ¢ Head &Sill ❑ 44' % t/2_Y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %3-/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" %4 1/-%4 12.038 - 13,302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 q/ /3_1/3_Y3 13.303 - 16.675 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1 f8" �4-Y2_f4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %3_1/3-%3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" %4 i/14 _ 12.038 - 16-302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 I3_1/3_Y3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Y4_'l_�/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 -1/3_Y3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 Y4_1/_Y4 - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 I3-i/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 'r4_'/2_Y4 ** - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 9711 custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 I3_1/3_Y3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 Y3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 %4 1/-i/4 ** - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29,464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 t/3--/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 Y4_1/2_Y4 *` - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31,053 - 33,185 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C.3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 ** MIN, SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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 - ANCHOR QUANTITY CLUSTER OF2 TABLES FOR XOX ANCHORS WINDOWS: 1ANCHORATHE SASHT CENTERED AT THE MEETING RAIL 22-1/2" MAX. O.C. 9" MAX. - 12" MAX. O.C. n A K]r-•urno CLUSTER DETAIL 6" MAX. Q.G. --� I�-- 3-ANCHOR CLUSTER DETAIL 4" MAX- Q.C.-1 1 4-ANCHOR CLUSTER DETAIL CLUSTER OF 2 3 ANCHOI ANCHORS IN THE 3 ANCHORS AT CENTERED AT THE JAMB MEETING RAIL THE FIXED LITE X O MEETING RAIL 1 ANCHOR AT 12" MAX. O.C. THE SASH 7 9" MAX. REPEAT ANCHOR PATTERN AT SILL PRODUCT REVISED as complying with the Florida Building Code N OA-No. 20-0406.04 Ex'r]ation Date:$/2312023 By: Y �� Miam spade ProducrCoi trot A) NO CHANGES THIS - c SHEET. JR - 03/11/20 O0 d AaK � M � O 0 y- o a) aIQQ Q z Z O LL oo J W --s r r' _ 7e h `LLj 0 VYY z 0LLI aMOlQ O N � � � JM [7 o j r Z o Z rn LU _j LU J M CD LL O ° 04 z O Z �aa as Q = a o rA Z d h c7Uj 2 -j Z 2 Q Q al+'+1 •asaQ sa�aas E:r'f�, No. 5P,7o5 OF tI `f�Tlillilil'. A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE IM" MAX, SHIM OVERALL HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EMBEDMENT SEE TABLE . NOTE B, FOR HEAD TYPE SASH VISIBLE EDGE LIGHT WIDTH EMBEDMENT DISTANCE -a. •' "I ^a INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM 4 17 EMBEDMENT EDGE Q DISTANCE 4 +.< � � a � TYP. ANCHOR TYPE, �j ! _ FIXED VISIBLE ,' s u +j' LIGHT WIDTH 4 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, _ SEE TABLE 19. d '12l" LENGTH, CENTERED /63 EXTERIOR p 116 14 15 TYP ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE OVERALL WIDTH DISTANCE PER DISTANCE PER SUBSTRATE, SEE TABLE 19 SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. & NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A -A VISIBLE LIGHT HEIGHT 6"LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). ONLY REQUIRED IF OVERALL HEIGHT IS OVER 63". e a 1/4" MAX. .. EMBEDMENT SHIM a EXTERIOR ` d a GE TY . ANCHOR TYPE, DIST EM EDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION OPTION 2 SEE TABLE 19. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B-B (SHOWN WITH I.G. GLAZING) EXTERIOR MIAMI-DADS APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 19, NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. 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 19. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 1/4" MAX. SHIM FN NSTALLATION OPTION 4 CHORED THROUGH FRAME INTO METAL Min. Edge Min. Anchor Substrate Distance I Embedment Southern Pine (SG=0.55) 9116" 1-3/8" #12 Steel, 18-8 or 410 Aluminum, 6063-T5 min. 3/8" 0.063" SS Screw A36 Steel 318" 0,063" Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1!4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG=0.55) 1" 1-318" Concrete (min. 2.85 ksf) 1" 1-3/8" 1!4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2"E1-3 Ultracon Southern Pine (SG=0.55) 1" Concrete (min. 3.00 ksi) 1-3/16" Ultra Steel Ultracon + Ungrouted CMU, (ASTM C-90) 1-1/2" Southern Pine (SG=0.55) T, TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19, A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL_ PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS_ PRODUCT REVISED as complying with the Florida Building Code N OA-N o. 20-0406.04 Miam A) REVISED ANCHOR o TYPE TABLE. a JR - 03111/20 00 Y Q W Q C>] nab C7 Z-0 a o LO OM Z O O-j Z p It! a f` _ L1 I• U U_ OD � uMn�Q °N Z ^ d F- 0MQ O 7 d z 0~ �z of W r O O C7 Z LO r N rn � � O L.L Z 7aa4S z 0 2 O CD Z J t— o Z _ a17!1 .:)Sao i5a.uas 1;1l41�1,`ii;lj� iGEiv;,',c f y NO. 58705 �- =3 -� wTATr O ��Po'• �t f tDri ` A. LYNN MILLER, R.E. P-E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114" MAX. SHIM BUCK HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU, 114" MAX. SHIM INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETEICMU, SEE NOTE 2, THIS SHEET. EDGE DISTANCE I EMBEDMENT SASH VISIBLE �12 6 1 LIGHT WIDTH —�- EMBEDMENT EDGE -_ 17 DISTANCE 35 A 1 TYP. ANCHOR TYPE, FIXED VISIBLE 4I EMBEDMENT AND EDGE .* e LIGHT WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 20. e ae ' 63 EXTERIOR 12"LENGTH,CENTERED 16 26 ABOVE SASH 14 15 TYP- ANCHOR TYPE, EMBEDMENT AND EDGE BUCK WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A -A (SHOWN WITH LG. GLAZING) VISIBLE LIGHT 11 HEIGHT 6 52 51 so e ea 1/4" MAX. +° SHIM EXTERIOR EDGE DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). ONLY REQUIRED IF BUCK HEIGHT IS OVER 62", I EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. VERTICAL SECTION B-B —zr-I LM- EXTERIOR HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. 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 20. 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. MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLET 20. 114" MAX. SHIM I-� EMBEDMENT " EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. Anchor Substrate Min. Edge Min. Distance Embedment Southern Pine (SG=0.55) 9i16" 1-3/8" 912 Steel, 18-8 410 Aluminum, 6063-T5 min. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga) 114" Concrete (min. 3.35 ksi) 1" 1-3/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" Southern Pine (SG=0.55) 1" 1-318" Concrete (min. 2.85 ksi) V 1-318" 1!4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" Ultracon Southern Pine (SG=0.55) i" 1-3/8" Concrete (rein. 3.00 ksi) 1-3116" 1-3/8" St Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4" Ultracon tr + -� Southern Pine (SG=0.55) 1" 1-318" 114" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20- A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. PRODUCT REVISED as complying with the Florida Building Code N OA-N o. 20-0406.04 Miam A) REVISED ANCHOR TYPE TABLE. JR - 03/11/20 00 a LU Q r!? xa�l (Y] C'4 aloa O Z zL W I` _ LLi 7 U CU � 2 O CO J Q unX,9 11-10 °N �M Q U) z LLI U LU J cr, `4 LL J O Q O cn rn IV Q cli Z O tu 0 O Q cn Zuj _ c J Z _ Q — arli1 �saQ sauas /7 No. Ea7L35 J �f1fE .F fir >�101)s',_ `l l4's'c4 A. LYNN MILLER, P.E. R E-# 58705 INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP, EDGE EDGE DISTANCE �^ DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER - 114" MAX SHIM SUBSTRATE, SEE TABLE 21. EMBEDMENT L9 i EDGE DISTANCE EDGE DISTANCE EMBEDMENT L/4" MAX. SHIM 12" LENGTH, CENTERED 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR 1/4" MAX SHIM EDGE DISTANCE EDGE DISTANCE 1 EMBEDMENT �— \ TYP ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 \—AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B-B NOTES: INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH FxTFRIOR Oliet:011191611F_121810 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. I� FIXED VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) EXTERIOR r N 15 MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SECTION C-C HORIZONTAL, SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-1/2" OF FIN CORNER. TABLE 21: EDGE DISTANCE EMBEDMENT If 1/4" MAX. SHIM INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO MET) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE. 21. Anchor Substrate Min. Edge Distance Max. I O.C. Min_ Embedment 2-112" x .113" Box Nail Southern Pine (SG=0.55) 5116" 5" 2-7/16" 2-112" x .131" Common Nail Southern Pine (SG=0.55) 318" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0,55) 3/8" 5" 2-7116"' 2-1/2" x .146" Roofing Nail Southern Pine (SG=0.55) 318" 5" 2-7116" #10 Steel Truss head Screw or #12 Steel,. 18-8 or 410 SS crew Southem Pine (SG=0.55) 1/2" 5" 1-3/8" 0.125" Aluminum, 6063-T5 min. 5116" 5" 0.09" 0.050" A36 Steel 5116" 5" OA50" 0.045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 5" 0.046" 1) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 ExRiration Date: 8/23/2023 By: d Miamkpade Produc"o rol A) NO CHANGES THIS SHEET. JR — 03/11/20 °c Y Q IJJ � LA M 0 O ",',a o o M .-. z Z Z LL 0 LU LU Q 2 LU ti Xg U U_ 1 Z a Q UM ON n� �Q O > o W Z 2 X LU LL J rn r J O W W ® rn rn N f- Z N Z O 2 }aay5 0 7- O 1- Q O cn Z_ J _ Q — ai}r1 •asap sauas No.5,^7�5 �7ATr OF,'io=ti,. !ijdflsi�j'; A. LYNN MILLER, P.E. P.E,# 58705 2.7z4" RiI:YaY 2,724" 2,560" a HEAD, FLANGE FRAME �- 2.724" SILL, FLANGE FRAME 2,105" .273" 11 SASH PULL RAIL 3,184" aHEAD, INTEGRAL FIN FRAME I� 2.724"-----�-� 4.276" SILL, INTEGRAL 4J FIN FRAME 2.149" •�•-- 12 SASH LOCK RAIL 170" -- 1.3001, .062" 1.136" 1.300" f SASH TOP & 13 BOTTOM RAIL D50 045 TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: FF 795" .795" _.492" .1.612" 07/16" BEAD 05/16" BEAD Material Min. Fy Min. F" Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Dco UltraCon@ 155 ksi 177 ksi 1/4" DeWalt UltraCon+O 148 ksi 164 ksi 410 SS DeWaltlElco CrateFlexO 127.4 ksi 189.7 ksi 6063-T3 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 2.060" 2.724" -� 3 MEAD, EQUAL LEG FRAME 2.724"- 3.151" .062" SILL, EQUAL LEG FRAME 2.211" 1.803" STRUCTURAL POLYISO- BUTYLENE WITH DESICCANT EXT. GLASS 14 HD MEETING RAIL KODISPACE 70 4SG TIPS LICONE 1/4" NOM. 1,488" 2.786" .062" L 0 4 JAMB, FLANGE FRAME t❑ SILL ADAPTER 2.211" 1,138" 120" 15 STD MEETING RAIL HOT -MELT BUTYL 3.908" .062" 2A 12" 1 11 1 2.786' JAMB, INTEGRAL FIN FRAME 040" -E 1.573" t7 INSTALLATION HOLE COVER 1.415" '71Q' to SILLTRACK .360" --�1 f-•- rT p1.032" _].a45" is SCREEN ADAPTER ALUMINUM REINFORCEMENT 3/16" NOM. .- .987" I-+-- 2,786" .062" OJAMB, EQUAL LEG FRAME 062" 723" .875" to WINDLOAD ADAPTER �- 1.446" -� .518" 049' 20 ANTI -LIFT CLIP -�{ .630" k .797" 070" -I 4 ztA IG BEAD STRUCTURAL BUTYL& SILICONE DESICCANT FOAM WITH FOAM DESICCANT EX7. GLASS EXT. GLASS GLASS INT. GLASS II 871 SUPER SPACER°D 72 DURASEALO NXT SPACER .464" ��I .7798" 065" -� POLYISOBUTYLENE SEAL f 6" NOM, ROLL -FORMED STAINLESS STEEL EXT. GLASS 2t8 IG SNAP BEAD DESICCANT FILL 5116" NOM. SILICONE SEAL �XL EDGE TM 73 SPACER GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.04 Expirlantgion Date: 8/23/2023 By: l _ Miamipade Product" I trol A) UPDATED MATERIAL PROP. TABLE. J R - 03/11 /20 LLI 0 CA �} � •naN � © C3 LO ? 0 Of alnQ h 0 Z Q p :2 ED � Z _r- V U Z Q _j Q U,wn-IG ON FW- W d� o z o - Z r � 07' LU o a CC) � rn W N a o O � Z 4 cFn Z C7 LLj ¢ Lu alb?1 'DsaQ sar.ra5 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 23: Item # Part # Description Material 1 624036 Head, Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-T6 3 624040 Head, Equal -leg Frame Alum, 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fin Frame Alum, 6063-T6 6 624028 Jamb, Equal -leg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum_ 6063-T6 10 624034 Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 6063-T6 12 624006 Sash Lock Rail Alum_ 6005A-T61 13 624041 Sash Top & Bottom Rail Alum, 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum. 6005A-T61 16 624047 Screen Adapter Alum. 6063-TG 17 624051 Installation Hole Cover Alum. 6063-T6 18 64125M Windload Adapter Alum. 6063-T6 19 624042 Sill Track Alum, 6063-T6 20 624015 Anti -Lift Clip Alum. 6063-T6 21A 624009 IG Bead Alum. 6063 T5 21B 624011 IG Snap Bead Alum. 6063T5 23 624026 7116" Lami Glaz. Bead Alum. 6063-T6 24 624013 5/16" Lami Glaz, Bead Alum. 6063T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 712653K Mono setting Block 3132" X 1/4" X V Neoprene 33A 71715K Lami IG Setting Block 1/8" x 314" x 1-1114" Neoprene 33B 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Cover Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Stainless Steel 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (Ll I & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187' x .170", Fin Seal @ Sash 51 Weatherstrip, .187" x .270", Fin Seal @ MR 52 67070 Bulb Vinyl 60 710X38PPAX #10 X 3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781 PQX #8 X V Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Varies 70 - Kommerling Kodispace 4SG TP5 See Sheet 18 for Materials 71 - Quanex Super Spacer nXT 72 - Quanex Duraseal Spacer 73 - Cardinal XL Edge Spacer 74 - Dow 791, 899, 983 or GE 7700 Backbedding Silicone ASSEMBLY DETAILS FOR NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. PRODUCT REVISED as complying with the Florida Building Code N OA-N o. 20-0406.04 Expir a tion Date: 8/2Q 3 By: f' Miamp' Dade ProduWCo rol A) ADDED BACKBEDDING c 0 J R - 03/11 /20 LU w Q Cj nab m Q O U } O tY T a7ao Z O —' U- .j € j --3 E` Ld J uMn�Q WU 6 o DMG ' p Z LIJ J J O O Q W N N n Z O W Q 0 2 Z O o ca Z06 ti LLJ 2 O = a m 01;il �saa sass ~ No. 58705 A. LYNN MILLER, P.E. P.E.# 58705