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NOA - ALUMINUM HORIZONTAL ROLLER WINDOW
i I RECEIVED MIAMI•DADE JAN ® 7 2g'�Z 0(C)70 E CC)PVId P + ,; ra MI'AMT—=DADE COUNTY,FLORIDA ® St.Lucie County 7 LU G G - C C)U Ij' �IPR0�5UCT CONTROL SECTION Permitting � }' 1:1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES`(R ';R)---'s Miami,Florida 33175-2474 NOTICE_OF-ACCEPTANCE (NOA) www.miamidade.2ov/bui1ding PGT Industries,Inc. 1070 Technology Drive North Venice,.FL 34275 BILE Copy 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 ProductiControl Section that this product or material fails to meet the requirements of the applicable building code. j 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. i APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, with revisionA 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 b the Miami-Dade County,Product Control Section. p p Y tY 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. i 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 =MIANMI&ADE COUNTY Expiration Date: August 23,2023 Approval Date:August 27,2020 I T8/19/20 Page 1 i 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. 18-0627.01) 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 j 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,20.1-94. 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, I'nc., 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 2011-94 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 Idahnisl Ortega, P.E. (Submitted under NOA No. 18-0627.01) C. CALCULATIONS a 1. Anchor verification calculations and structural analysis, complying with FBC 61b 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. 18-0627.01)" i .2. Glazing complies with ASTM E1300-09 i Manuel PeS' 3 P.E. Product Control E NOA No.20 Expiration.Date: August Approv al'Date:August 27,,2020 E-1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1 1. Miami-Dade Department of Regulatory and Economic Resource' s (RER). E. MATERIAL CERTIFICATIONS { 1.. Notice of Acceptance No. 17-1114.14 issued to Kuraray Almerica, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0I/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 . Statement letter of conformance to FBC 611 Editioni(2017), dated July 25,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.1E. (Submitted under NOA No. 18-0627.0I) 2. Statement letter of no financial interest, dated July125, 2018 issued by manufacturer, signed and-sealed by Anthony Lynn Miller, P.E. a (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. 18-0627.01) 9 i G. OTHERS 1. None: • 1 • 9 - j i I, 1 Manuel Perez,P.E. P oduct Control Exa n NOA No.20- 06.0 . Expiration Date: August 23, 3 Approval Dater August 27,2020 E-2 I i i I PGT Industries,Inca 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.e B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 j 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, TABS 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 701.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 61h Edition (2017), prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and updated to the FBC 711 Edition (2020) on 04/02/20; signed and sealed by Anthony Lynn Millet, P.E. D. QUALITY ASSURANCE , 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS j 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®XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel Perez, Product Contr NOA Noiration Date: Aug Approval Date:August 27,2020 E-3 I i 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 2. NEW EVIDENCE SUBMITTED (CONTINUED) ' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61"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, RE.! 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,- 2020, signed by Ishaq Chanda, P.E. i G. OTHERS j 1. 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. 1 i Manuel Perez,P. Product Control Exams' NOA No.20-Ot106 04' Expiration Date: August 23, Approval Date:August 27,2020 . E-4 a 1 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACTRATING 1)THIS PRODUCT HAS BEEN DESIGNED$TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR VARIES PER GLASS TYPE, LARGE$SMALL MISSILE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVH QUANTITIES, 12" SEE TABLES 2-11 IMPACT RESISTANT ( �' SEE TABLES I2-14 I 2.0 p� O.C. 13 --"I 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS O - __ B . INSTALLATIONS—ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. ~� USER INSTRUCTIONS: 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED --�� �. 1)DETERMINE THE SITE SPECIFIC,WINDOW MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPENING'S DESIGN PRESSURE REQUIREMENT PRODUCT REVISED FROM ASCE 7. as complying with the Florida CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A A Building(Soda - 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,1X WOOD BUCKS ER 2)KNOWING YOUR GLAZING OPTION(TABLE 1), Ex Ir ti. 20-23/2024 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1P1" OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE Ex Iratlon Date• 8/2�,Q 3�2023 HEIGHT 69° E YOUR WINDOWS DESIGN PRESSURE FROM TABLES THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY SASH � FIXED � 2-11.IT MUST EQUAL OR EXCEED THE DESIGN By0 TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THE Mlam pad.Produe,CCo trot OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 75 LIGHT / LIGHT / WINDOW OPENING OBTAINED INSTEP 1. BUCK 22-112" • 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE HEIGHT D.C. 3)DETERMINE THE ANCHOR QUANTITY FROM A)UPDATED TO FBC ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST BE 34-3/8" c 2020,REVISED ANCHOR SEALED.OVERALL SEALING$FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-318"FIXED TABLES 12-18. DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT " TYPE TABLE. LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE 8)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATION,SHEET 16 FOR EQUAL LEG ,JR-03/11/20 THE SUBSTRATE.USE SHIMS CAPABLE OFT RANSFERRING APPLIED LOADS. INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. 7)DESIGN PRESSURES: B 9 N1AX (8-1/2" NOTE:DESIGN PRESSURE RATING DETERMINATION Y ¢- A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL$CYCLE TESTING AND GLASS - SEE WEEPHOLE - W O` 75"BUCK WIDTH -I MAX: IS THE SAME PROCESS FOR ALL FRAME TYPES .I PER ASTM E1300. NOTES THIS SHEET I _ M 0S 'nay B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE )+-- - 76"OVERALL WIDTH BUCK) ,(FLANGE,INTEGRAL FIN OR EQUAL LEG/BOX). O O 1, T TESTING AND GLASS PER ASTM E7300. TYP. FLANGE XO ELEVATION (OX SIM.) WEEPHOLE NOTES: }r slop O 0 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1)1-5/8"X.300"WITH PLASTIC BAFFLE. U 04 MAX.DIMENSIONS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4"FROM EACH END. Oj U Z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 3)i WEEPHOLE LOCATED UNDER EACH MEETING RAIL. J J o Z O LU CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN FOR ANCHOR CD QUANTITIES, Z�' _j -' USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 12 UJ T J_u TB r EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-1/2" IOC U U O J MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION - I 12"O.C. - W— 00 '•a'0 •oN O.C. B I--•W `Ohio RESISTANCE. ^� --^� -------� > v Z O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Z F. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. `------- W j W _J LL 10)REFERENCES:TEST REPORTS FTL 18-7891$18-7891.01;ELCO ULTRACON NON,DEWALT/ELCO /. / / 0 r W O CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD _ C '''56° 56" C CONSTRUCTION,ANSIIAF$PA NDS$ALUMINUM DESIGN MANUAL SASH FU(ED ® N °6 83" VISIBLE VISIBLE. / _ 'ry N W - 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT LIGHT z 11 H IaayS HEIGHT 22.1/2" O Z O TABLE 1: Q DP Table# Anchor Table# 62" O.C. 7 Z O Glass. _ _ __ _ _ __ _-- - - BUCK _ __ _ _ _ - '-'I - Descriptlon(Listed from Extarlor to Interlor) - XO I OX XOX XO I OX XOX -34 55.IBL FIXED - -In - a_, Tye HEIGHT SASH VISIBLE LIGHT N Z LU r STD HD STD STD HD STD VISIBLE I W Z Q'• 1 1/8"AN,.090"PVB, 18"AN 2 - 7 12 - 15 LIGHT K J W T 2 1/8"HS,.090"PVB,1/8"HS 3 - 8 12 - 16 - Q O 3 3I16"AN,.090"PVB,3116"AN 3 8 12 16 9" apt �sao sal�a5 4 13116"LIG:1/8"AN CAP,AIRSPACE,1/9"AN,.090"PVB,1/8"AN 4 7 12 15 - B SEE WEEPHOLE 5 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN 3 - 7 12 - 15 _ OTES,. 111 I III - 6 13/16"LIG:3/16"AN CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN 3 - 9 12 - 18 118"BUCK WIDTH —� THIS SHEET ��` Y LYN _7_ _13116"--LIG:3/16"TIP-CAP,AIRSP-ACE,-1/8"-AN,.090"-P-VB.AMPIAN- 3 ._9__12_ _- -16_ __ _ __ _______ _ - _.�_ ON.__c•• SEE SHEEP 17-FOR-- _. 9�OVERALCWI 8 3/1fi"AN,.090"SG,3116"AN 5 6 10 13 14 17 INTEGRAL FIN /���'i - 9 3116"HS,.090"SG,3116"HS 5 6 11 13 14 1B ANCHORAGETYPE P. FLANGE XOX ELEVATION _ 'Q: '•:� ; 10 13/18"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN 5 fi 10 13 14 17 $SPACING MAX.DIMENSIONS ALLOWED SHOWN NO.58705 11 13116"LIG:118"TP CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN 5 6 10 13 14 17 /` -•; �'_ 12 13/18"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 5 6 11 13 14 18 GENERAL NOTES.............:....................1 - CODES/S AN - DS-USED. - 13 13/1fi"LIG:118"TP CAP,AIRSPACE,1/8"HS,'.090"SG,1/8"HS 5 6 11 13 14 18 ELEVATIONS..........:...............................1 14- 13/16"LIG:3/16"AN CAP,AIRSPACE, 1/8"HS,.090"SG,118"HS 5 8 11 13 14 18 •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION GLASS TYPES TABLE...........:...............1 �.�0 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION DESIGN PRESSURES.........................:.'2-9 15 13/16"LIG:3/16"1P CAP,AIRSPACE, 118"HS,.090"SG,118"HS 5 6 11 13 14 18 FI y,• ® •ASTM E1300-09 ANCHOR QUANTITIES..........................10-14 �� ••.ORID \ PVB= RARAY,,RAY TIROS G®PVB ERLAY R B KURARAY URARAAM MER,I INC. •ANSI/AF$PA NOS-201 B FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS 16-17 AN=ANNEALED •ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES........................18 /11111 1 1 11111 HS=HEAT-STRENGTHENED •AISI S100-16 CORNERASSEMBLY. ..........19................... TP=TEMPERED •AISC 360-16 PARTS LIST..............................:.............19 A LYREM 8705�P.E. TABLE 2: 2 Glass Type: 1 Overall Design Pressure(Ibs/ft)forXO&OX Windows Meeting Rail:Standard oso"Pve 1/8"ANGLASs Width 21-1/8"Overall Hgt. 37"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. ve"AN GLASS 20" +65.0 -65-0 +65-0 -65.0 +65.0 -65.0. +65-0 -65.0 +65.0 -65.0 30 PRODUCT REVISED 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 24 � as complying with the Florida 1 A NOM. _ - Building Code ' 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASs BITE NOA-No.. 20-0406.04 EXTERIOR piration Date, B/2 49" +65.0 -65.0 +66.0 -65.0. +65:0 -65.0. +65.0 -65.0 +65.0 -65.0 Ex } 3/2023 61" +65.0. -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65-0 -65.0 74 ey: Gf%ftiGtEKz ./ 32 - Miam pade ProducA'Co trot. 67" +65.0 -65-0 +65.0 -65.0 +65,0 -65.0 +65.0 -65.0 +65.0. -65.0 GLASS TYPE 1 74" +65.0 -65.0 1 +65.0 1 -65-0 +65.0 765.0 +65.0 -65.0 +63-3 -63.3 A)NO CHANGES THIS - a SHEET. JR-03/11/20 W 3/16"'AN GLASS W tq -naa, 1/8"HS GLASS o O .090"PVB .090"PVB to 1/8"HS GLASS - 6 N al°0 Q .. '. 30 30 3l1LASS 0 J co Z Z. TABLE 3: O J O W O 24 412"NOM. 23 12"NOM. =W 07 r Glass Types:2,3,5,6,7 GLASS BITE GLASS BITE U(Wj o Mo Overall Design Pressure(Lbs/ft2)for XO&OX Windows EXTERIOR EXTERIOR W- -r ° 0 '°N Width Meeting Rail: Standard W F Ohio 21-1/8"Overall Hgt. 37"Overall Hgt. 49:'Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 74 � 74 0> co z rn 20". +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 32 32 Z v m W 25" +65.0' -80.0, +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 2 GLASS TYPE 3 J In F 37" +65.0 80.0 +65.0 80.0 +65.0 780.0 +65.0 80,0 +65.0 80.0 W cu 13/16"NOM. 13I16"NOM. +65.0 -80:0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65-0 -80-0 m GLASS STACK GLASS STACK w (n 1aa45 61" +65-0 80.0 +65.0 80.0 +65,0 ' 80.0 +65.0 80.0 +65.0 80.0 oso"Pve Z O W AIRSPACE AIRSPACE .090"PVB O_ ''S - 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.6 -80-0 +65.0 -79.2. 1/8"TEMPERED 3/16"AN OR ~ 2 W S - - - 1l8"AN_ _ .� O-. O- -- - - GLASS -- GLASS -- -- - -TPGfASS- - - .1/8"-AN GLASS_- ._ - N---Z- _Z 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80-0 +65.0 -72.2• Z "-80.0 FOR GLASS TYPES 2,3,6&7 31 74 31W W j 5 J W 2 OR 1B 12"NOM. OR 18 a¢ °�0 sauag GLASS BITE -_ EXTERIOR - - -- - EXTERIOR III11r L70-73 \�C1, VIGENSF'• 33 OR 33B 3®OR 3313 Z. GLASS TYPE 5 GLASS TYPE 6(ANNEALED) 1¢ No.58705 GLASS TYPE 7(TEMPERED) ' *_ NOTES - - D _ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND - - �0'n S TE F !7 '.�� EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN - �;�S`'•F�ORIDP.• ���� THE TABLE TO DETERMINE THE WINDOW SIZE, ': S' •-` G ���/TONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. _ A LYNN MILLER,P.E. P.E,#58705 ._ TABLE 4: Overall g ( 2) Glass Type:4 13/16"NOM. Design Pressure Ibs/ft for XO&OX Windows Meeting Rail: Standard �� GLASS STACK Width 21-1/8"Overall Hgt. 37"Overall Hgt. .49"Overall Hgt. 55"Overall Hgt. .63"Overall Hgt. AIRSPACE 090"PVB 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/8"AN GLASS 1/s"AN GLASS PRODUCT REVISED 25" +65.0 -80.0 +65.0 -80.0 +65.6 '80.0 +65.0 -80.0 +65.0 -60.0 31 74 as Complying with the Florida Building Code 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Non-No. 20-0406.04, (BOR. 1B 12"NOM• ExpirationDate• 8123/2023 49" +65.0 80.0 +65.0 80.0 +65.0, 80.0 +1i5.0 80.0 +65.0 80.0GLASS BITE 61" +65.0 B0.0 +65.0 -80.0 +65.0 80.0. +65.0 80.0 +65.0 -76.8 EXTERIOR By /✓GLttJ a MIamJ-pad.ProducXCo trot 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 7oa3 A NO CHANGES THIS 74" t65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 77.1 +64.9 64.9 33 oR 33B ) GLASS TYPE 4 SHEET. a JR-03/11/20 13116"NOM. U.1 - I GLASS STACK E2 o to 3/16"AN OR AIRSPACE .090"SG N aio0 0 Q HS GLASS 1/8"AN OR .000"SG 3116"AN OR TP GLASS 3/16"AN GLASS M OZ 30 LL o Z o HS GLASS 31 74 Z ((0 1 � 23 -L U LU d � 2a n J uno 0 12"NOM.. 1 OR 1B 112"NOM. Z �. Q °N TABLE 5: GLASS BITE GLASS BITE O W JMO Glass Types: 8 thru 15 EXTERIOR EXTERIOR p Z Z a a UJ Overall Design Pressure(Ibs/ftz)for XO&OX Windows Meeting Rail: Standard 74 w W 21-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt: 55"Overall Hgt. 63"Overall Hgt. 70a3 � m u 32 33 OR 33B O .F O 20" +80.0 -1.10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 8(ANNEALED) GLASS TYPE 10(ANNEALED) ® W (o 25' +80.0 -110.0 +80.0 -110.o +80.0 -110.0 +80.0 -110.0 +80.0 -11o.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) N N 37" +80.0. -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 7110.0 o 0 U) 1aa4S 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110_.0 _ +80.0 -110.0 - - G/16"NO . 13/16"NOM. ~ j d QO -- --- - I- I I GLASS STACK � Z_ Z t? 61" +80.0 -110.0 +$0.0 110.0 +80.0 -110.0 +80.0 110.0 +80.0 101.9' AIRSPACE 090"SG AIRSPACE 090"SG 5 ( ~ 67" LL +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 1/8"AN OR 3/16"AN OR x J W = TP GLASS 1/8"HS GLASS TP GLASS 1/8"HS GLASS 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0` a¢ :�00 saua5 -110,0 FOR GLASS TYPES 9,12,13,14&15Ilk f - 31 74 74 -- 9®OR - 1OR 1B 0I�}NN/- 1 - - --2"NOW 12"NOM.LASSTYPES8-15 GLASS BITE GLASS BITEEXT EXTERIOR MAY NOT BE USED No.58705WITH INTEGRAL FINa ••FRAMESNOTES: 33 OR 70 73 33 OR 33B 70 73 _-10 ��to � .GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) OT. S (v�; 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND F<OR 1'.••'G\=� EQUAL-LEG WINDOWS,SUBTRACTI-FROMTHETIPTOTIPDIMENSIONIN GLASS TYPE 13(TEMPERED) .GLAS8 TYPE 15(TEMPERED) O �: S • THE TABLE TO DETERMINE THE WINDOW SIZE., 7/S/ONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 7/j111111vv%1 A.LYNN MILLER,P.E. P.E.#68705 TABLE 6: - Glass Types: 8 thru 15 overeu Design Pressure(lbs/ft2)for XO&OX Windows Meeting Rail: Heavy-Duty Width 21-1/8"Overall Hgt, 37"Overall Hgt. 49"Overall Hgt. 1 55"Overall Hgt. 63"Overall Hgt. 1 76"Overall Hgt. 20" +80.0 71%0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 PRODUCT REVISED 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 as complying with the Florida Bullding-Code < 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 Non-No. 20-0406.04 Ex iration Date• 8/23/2023 49' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0, +80.0 -110.0 � i 61" +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 - -110.0 +80.0 -110.0 Miwn Dade ProducYCq trot 67" +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 109.8* GLASS TYPES 8-1s 'MAY NOT BE USED A)NO CHANGES THIS 76" 5.8 +80.0 -110.0 +80.0 -110.0 +80.6 -110.0 +80.O -110.0 +80.0 -116.6 +80.0 -10 ' WITH INTEGRAL FIN SHEET. "410.0 FOR GLASS TYPES 8-13&16 f FRAMES JR=03/11/210 13/16"NOM. - 13116"NOM. 13/16"NOM. GLASS STACK I I GLASS STACK GLASS STACK ro '- - .090"SG .090"SG - - - W r 2 Q 3116"AN OR AIRSPACE AIRSPACE AIRSPACE ..090"SG W M �aa .090`SG HS GLASS 1!8"AN OR 1/8`AN OR 3/16"AN OR 1!8"HS GLASS Of p O• 3116"AN OR TP GLASS 3116`AN GLASS TP GLASS 118"HS GLASS TP GLASS r HS GLASS Q 30 31 74 31KGL-ASS 31 74 O 04 alaa W O 23 1®OR 1B. 1®OR 1B1®OR 1B O-3 O W 112"NOM. 12"NOM, 12"NOM. Z LL v GLASS BITE GLASS BITE GLASS BITE - =Uj �(g ,r EXTERIOR EXTERIOR EXTERIOR _ EXTERIOR - U U d -� - a 74 �. o N _j.. - ~W � f-'. 9M0 70-73 70-73 no 'v Z 32 33 OR 338 33 OR 33B 33 OR 33B Z (0 GLASS TYPE 8 GLASS TYPE 10(ANNEALED), GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) W -, - m W GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) GLASS TYPE 13(TEMPERED) GLASS TYPE 15(TEMPERED) -1 F O LU ,v ® m N W- O O W o N .z Z it w = Q ❑ - ap11 rosa0 sauag NY LYA11V No.58705 NOTES: .. - PATI� F O� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOREQUAL-LEG - %�51 '•F/ORIDA,.•' 1R 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. A LYNN MILLER,P.E. 'P.E.#58705 TABLE 7: Glass Types: 1,4,5 Width Configuration Width Overall Sash Sash Design Pressure(lbs/t2)for XOX Windows Meeting Rail:Standard oso Pv6 1/8"AN GLASS Range(in) 21-1/8"Overall Hgt, 29"Overall Hgt. 37"Overall Hgt. 49' Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 118"AN GLASS 1/4-1/2-1/4 12.038-12.052 +60.0 -60.0 +60.0 -Q0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 30 44" y y 1 PRODUCT REVISED 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 24 as complying with the Florida 1/2"NOM. Building Code 49" 1/4-1/2-1/4 / 1/2 1/4 12.038-13.302 +60.0 -60.0 +60.O -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 GLASS SITE NOA-No. 20-0406.04 1 1/ EXTERIOR Ex Iration Date:: b,23 13.303-16.675 +60.0 -G0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 y 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 74 By: l 53-1/8" 1 1 1 Mla4yade ProducMof trol /3-/3�/3 14.334-18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.D -60.0 +60.0 -60.0 +60.0 -60.0 32 _ 1/ 1/ GLASS TYPE 1 A NO CHANGES.THIS 4_ 2_ 4 12.038-16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 �0.0 +60.0 -60.0 +60.0 -60.0 ) 61" 1/3y/3-1/3 16.303-20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 #60.0 -60.0 o SHEET. 13116"NOM. 1/_1/2 1/4 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 r1 GLASS STACK a JR-03/11/20 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 . AIRSPACE 090 PVB 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 -60.0 118"AN GLASS 1/e"ANGLAss m Q 1/4-/2-•1/a "• -24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +M.9 -53.9 +48.7 -48.7 31 74 LU M (D aa. 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 p o O0 121 0R 1B 1 1/ 1/ 26.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 �0.0 +60.0 -60.0 +60.0 -60.0 12"NOM. N o)00 �- 3- 3 GLASS SITE 1/1/y/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 EXTERIOR O co a U) za 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 ��Lr Z LL co cs h 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 33 OR 33B 70 73 W U "Mo a oN y y y GLASS TYPE 4 I-z v ¢ cnla -/-/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 n W v 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 z °' of W custom 29.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 13116"NOM. w -1 LL GLASS STACK J Q 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 O AIRSPACE .090"PVB D-' W Lr) •'MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL ZIDTH-57.924 ® `8N+ IJ 0_ 1/8"TP 1!8°AN •'MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)=.OVERALL WIDTH-56,924 GLASS G_SS Z IaayS 2 31 IE = W' 0.. o 1®OR 1B _Z Z G w EXTERIOR J W = a Qo elyl asa0 sauag 33 OR 33B GLASS TYPE 5 \pNY LYNNp��'% 410ENS No,587o5 NOTES: '��•.•' ST 2oZ•V .'•(C/��1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND %CIS'••PZORIDP,.••' THE TAB E TOIDETERMINE THEWMDOW S ZEHE TIP TO TIP DIMENSION IN /��7S'0NAL /11111111\1\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. A LYNN MILLER,PE P.E#58705 TABLE& Glass Types:2,3 Pressure Width Overall Sash sash DesignIbs/ftZ for XOX Windows ( � Meeting Rai• tari ad'r-d`---�': ve"HS GLASS Width Configuration oso"PVB Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Owrall H 63"Overall Hgt. 118"HS GLASS 12.038-12.052 +65.0 -80.0 +65.0 -80.0 + 5.0 -80. + . - . . - . . - . 30 44" , 6 0 650 800 +650 800 +650 800 24 � PRODUCT REVISED as 1/3-1/3-1/3 12.053-15,008 +65.0 -8Q.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/2"NOM. BuildinglCodeWl. the Florida 12.038-13.302 +65.6 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +.65.0 -80.0 GLASS BITE NOA-No. . 20-0406.04 49„ �4-�/2�/4 EXTERIOR Expiration Date•, 8/23I2023 1/1/3-s/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 By, 74 N 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 32 Ml..pad.PmducYControl 53-1/8" - GLASS TYPE 2 1/3-�/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 A)NO CHANGES THIS- 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 o SHEET. 1/3 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 3/16"AN GLASS JR-03/11/20 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 -80.0 .090"PVB 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 30 3/16"AN GLASS o� Y ¢ 1/3-1/3-MI 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 23 > M as 112'NOM. I (O O Y4-t/2 1/a 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 GLASS BITE >-� �o N a O 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 EXTERIOR 0�V 1/3-1/3-1/3 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.. 74 p_j o w o zILC) -�1 Y4 Y2-Y4 . -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80 0' +65.0 80.0 32 GLASS TYPE 3 U W -7 "Mo a 97" 1 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 o CO W F °" 3/ea 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 ro> z • rz � - /a-�/i�/a 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W w 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 -80.0 JO H p 30.186-36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.6 -80.0, +65.0 -80.0 +65.0 -80.0 of W fO 1/4 1/2-1/4 " -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 to laays 113-5/8" custom 29.464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 F LU = 1/3-t/3 Y3 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 -80.0 z z � -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w 120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 a: -_' W = custom 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 -80.0 aII L•°00-sa1'.S "MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL IDTH-58.55s - - `��IdY LYE, "MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= OVERALL WIDTH-57,556 `�P��•.•' UCEN&S,:�((� No.58705 � NOTES. - 2 0 :•�� - �� '•• .S ATE F V'(C/ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND 'C THE TABLE TOI NDOWS.SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN DETERMINE WINDOW SIZE. - /�'�S/ONAL.GNG\\\ 'l/11111111` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.E.#58705 i TABLE 9; Overall Sash Glass Types: 6,7 Sash Design Pressure(lbs/fe)forXOX Windbws Meeting Rail: Standard Width Width Configuration 13116"NOM. Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63 Overall Hgt. I�`� GLASS STACK ' 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 AIRSPACE .090"PVB „ �/q 3/16"ANOR PRODUCT REVISED 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.6 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 TP GLASS /8°AN GLASS as complying with the Florida Building Code -1/2 �/a- 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 31 74 NOA-No. 20-0406.04 49" Exelratllon Date• B/23l2023 1/-% 1/3 13.303 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1@OR 1B 1rz"NOM +65.0 -80.0 +65.0 -80.0 . - y�✓ (e GLASS BITE' Yq_1/Z_Yq 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 EXTERIOR Miam Dade Produ rCgntroi 53-1/8" 1/-1/3 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 •� A)NO CHANGES THIS 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 70-73 SHEET. 61" �4-1/2-1/4 3®OR 33B _ 1/3-1/3-Y 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 GLASS TYPE 6(ANNEALED) JR-03/11/20 y,-•1/2%q 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 -72.911 GLASS TYPE 7(TEMPERED) 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 Ld co Y Q 1/-1/3-1/3 22.186-25.675 -+65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 > m. .,,,a "" -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0. -80.0 +65.0 -74.1A +65.0 -67.5B o 0) 92-118" 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 0 N 5Ioa W ¢O 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 Cl) W o Z m "' -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 x w r -,18 ti 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 H Z oN W 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 0 LU V. z rn -28.302 +65.0 -80.0 +65.0 -80.0 +65.0" -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B Z w Ld 109" custom 28.303-30.186 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .-80.0 +65.0 -72.0 Co O %3--1/3-/3 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 ® m o. w � Q of Yq 112-1/q " -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.6 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B. - ❑ to 7"e4S CO 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 o 7- W w / ~ 1/3 1/3 1 3 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 -o Qo %q-1/2 1/q " -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 C g CD 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 w = custom 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 71.3 ma ----a sews •'MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-5B.556 �-80.0 FOR GLASS TYPE 7 2 e-75.0 FOR GLASS TYPE 7_ - _____ _OVERALL WIDTH--57.558 \\ MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= '��O •• No.58705 - 9 _- NOTES: ' �O..(l1 Sr 0 TE OF' :,•��" 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND i�C(�.•''•'c<ORIDP ,.•'���� EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN S THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.E.#58705 TABLE 10: Glass Types: 8,10,11 Overall Sash Width Design Pressure(lbs/ft2)for XOX Windows Meeting Rail: Standard 3/f6'AN GLASS Width Configuration Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 090'SG 3/16"AN GLASS 1/a-1/z-1/a 12.036-12,052 +80.0 -110.0 +80.0 -110:0 +80.0 -110.0 .+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30 PRODUCT REVISED 1/3 % 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 23 as complying with the Florida 1f2"NOM, Building Code 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS BITE NOA-No. 20-0406.04 49" /a y/ 1/a EXTERIOR Ex Iration no 8/2-3/2023 1/-1/3-1/3 18.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 a 74 By: y�lL1tiGCCKL� D• 1/a_�/2�/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 32 Miam pade Produgt'co trot 53-118, GLASS TYPE 8 1/3-1/3 1/3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 1 +80.0 -110.0 1 +80.0 1 -110.0 +80.0 -110.0 A)NO CHANGES THIS 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 SHEET. 61" /a-�/z _ 1/3 1/-1/ 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 I 13l18"NOM. a JR-03/11/20 �/4_1/z y/ 12.038-20.052 +80.6 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 GLASS STACK 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 AIRSPACE .090"SG 118"AN OR W m � Q. - 1/3-1/3-1/3 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 TP GLASS 3/16"AN GLASS > M �: , E 1/2 1/4 `* -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 _ 31 74 ❑ o co { .. 92-1/8" custom 24.083-26.185 +80.0 A10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 (9 N a1a0 x Q 1®OR 1B 1r2"NOM. O Oz 1/3-1/3 13 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 -102.3 GLASS BITE z EXTERIOR z LLi C) W O 1/4_1/z�/ -25.302 -+80.0 -110.0 +80.0 -110.0 '+80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 =Lu`•° d s J 97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 70 73 �z v ¢ aMo,° 'aN IS OR 338 1/3-1/3-1/3 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 -98.9 0 LU a GLASS TYPE 10(ANNEALED)GLASS TYPE 11 (TEMPERED).....-..-..-.. o z m ? 1/4_1/1/4 :28.302 +80.0 -1100 +800 1100 +800 1100 +800 1100 +800 -1010 +800 -905 t- m W .. W •j 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 -97.3 J ❑O . 1/3-1/1/3 30.186-36.675 +80.6. -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 �. LU 00 ® a Y4 1/-/4 -- -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +60.0 -90.5 - # co Jaayg 113-5/8" custom 29.464-33.185 +80.0 -110.0 +80.0 -110.Q +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 I GLASS TYPES 8-15 0 � w MAY NOT BE USED F of Q %3-1/3-1/ 33.186-38.222. +80.0 -110.0 +80,0 -110.0 +80.0_ 110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -92.3 - - WITH INTEGRAL FIN - .. - - -- ❑. a- -- •FRAMES W 1/a-1/z-/a -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80,0 -90.5 E120- custom 31.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 _j w of Q ❑ custom 33.186-38.222 +80.0 A 10.0 +80.0 -110.0. +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 aril •�sao sauas MIN.SASH WIDTH(FLANGE WINDOWS)_ OVERALL WIDTH-58.558 2 LYNN _._ _ _ ___ iQ ____ _ __ OVERALLWIDTH-=57.556_ __ ____ ._ _ __._ ___ _ _ _ _ ____ _ _ _ _ _ _ _ _ - _ _ ___ __ _ _ _ _ __ ____ _ _�_ ,�,ON...... ..,•,y7j _ _ MIN.SASH WIDTH(EQUAL-LEG WINDOWS)_ 2 P�••. 3F •..`�� No.58705 NOTES: �T� •, O�t• STATE OF (V 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG �(� •••'c<ORID N..- \Z� WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE i�s •••••" NG`�� TO DETERMINE THE WINDOW SIZE. !S'ONAL 7/,/IIIIIIW 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#5B705 TABLE 11: Glass Types: 9,12,13,14,15 ' Overall Sash Sash Width Design Pressure(ibslft2)for XOX Windows Meeting Rail: Standard 3116"HSGLASS Width Configuration Range(in) 21A18"Overall Hgt. 29"01era11 H t. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. oso sc g 3l16"HS GLASS 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 23 30 PRODUCT REVISED 44 as complying with the Florida 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 1/2"NOM. Building Code, GLASS BITE - NO/-No. 20-0406.04 �a-1/z-t/a 12.038-13.302 +80.0 110.0 +8D.0 110.0 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR 49„ Ex (ration Date-, $/2Q 3/2023 . Y3 1/3% 13.303-16.675 +80.0 -110.0 .+80.0 -110.0 +80.0 -110.0 +80.0 -1.10.0 +80.0 -110.0 +80.0 -110.0 74 By: ,GLFtiG - �� 12.038-14.333 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32 Miamil--Dade Product-c trot 53-1/8" GLASS TYPE 9 y3 1/3-1� 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 A)NO CHANGES THIS 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 A 10.0 SHEET. 61" 13116"NOM. t/3-�3-%3 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 GLASS STACK JR-03/11/20 �/a-1/z y/ 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 AIRSPACE oso"sc 76" custom 20.053-22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 A 10.0 +80.0 -110.0 +80.0 -110.0 1/8"AN OR op TP GLASS 1/B"HS GLASS W c" 1/3-1/3-1/3 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 31 74 > o -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` 0 o U) •- alop O 92-1/8" 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. OR 1B LASS IT U N O GLASS BITE 0 M Z 1/3 1/3 ,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 EXTERIOR �O o Z o a ZLLCD ya-t/2 t/4 -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` =ui(D e 97" custom 25y303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 A 10.0 33 OR 33B 70 73 F z 't p o W ^ rp t/3�/3_1/3 27.186-32.875 +80.0 110.0 +80.0 110-0 +80.0 110.0 t80.0. -110.0 +80-0 -110.0 +80.0 7110.0 GLASS TYPE 12(ANNEALED) C3> a z GLASS TYPE 13(TEMPERED) z °i U) 1/a-1/2-�a 28.302 +80.0 110.0 +80.0 110.0 +80.0 -110.6 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7` LU J rn 109" custom 28.303-30.185 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -1 0 0 �/3-�/3-'t� 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 ® m of Lu O1 1/4-t��/4 " -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110-0 +80.0 -110.0 +80.0 -110.0 +$0.0 -106.7` 13N6"NOM. # K co 1aaNs 113-5/8" custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 � GLASS STACK W O W AIRSPACE .090"SG of 1/a 1/3-t/3. 33.186-38.222 _+80.0_ -110.0 +80.0 -1.10.0 +80.0 -110.0 +80.0 -11.0.0 +80.0 -110.0 +80.0 -110.0 3_/1 WAN OR a. o TP GLASS E120- 1/B"HSGLASS - m Z Z. n1/4_t/2_�K 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7` custom 31.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80-0 -110.0 +80.0 -110.0 +80.0 -107.8 31 74 LU = custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +$D-0 -110.0 +80.0 -110.0 +80.0 -110.0 11 OR 1B apt asap:a+,a5 OVERALL WIDTH-58.556 -. ., -11 OR GLASS TYPE 3 `AAI 0.0 F S 9,12 1 8 15 GLASS BITE O�A "MIN.SASH WIDTH(FLANGE WINDOWS)= 2 - EXTERIOR Y LYNIV OVERALL WIDTH-57,556 - -- - - - - --- - - MIN.SASH WIDTH(EQUAL-LEG WINDOWS)- - "- - - -- - - 70-73 �1 GLASS TYPES 8-15 33 OR 3B c No.58705 MAY NOT BE USED = - WITH INTEGRAL FIN GLASS TYPE 14(ANNEALED) • FRAMES GLASS TYPE.15(TEMPERED) Q NOTES: SO " TATE OF 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG �i Cis''•:clORIDP,:•'G��;` WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 7i AA \ ++111111111 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER;P.E. , P.E.#58705 TABLE 12: - Anchor Quantities for XO&OX Windows Glass Types: 1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Overall 21-1/8"O�era Meeting Rail:StanOverallHgt. 3T'Overal(Hgt. 49"Overall.Hgt. 55"Overall Hgt. 63"Overall Hgt. dard Width 12*C3i*2i W Head&Sill ca Head&Sill Head&Sill m Head&Sill Head&Sill E ca PRODUCT REVISED 20" 1+C2+1 2 1+C2+1F.72 1+C2+1 131 1+C2+1 31 1+C2+1 3 as comprying with the Florida - Building Code 25" 1+C2+1 2 1+C2+1 12 1+C2+1 131. 1+C2+1 31 1+C2+1 3 CLUSTER OF3 NOA-No. '20-0406.04 2 ANCHORS ANCHORS 4 ANCHORS Ez�Iratjon Date•ATTHE 2ANCHORS AT8/23/2023 3r, 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 CENTEREATTHE THE FIXED LITE IN THE SASH MEETING RAILJAMB �GL49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Mi Dade ProilucYC eroi 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 23"MAX.D.C. A)NO CHANGES THIS 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 • 3 9" SHEET. 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1• 3 I --`1 r --- l °- •1+C2+1 FOR GLASS TYPES 1,4&5 i --^- - - ---- 9"MAX. JR-03/11/20 TABLE 13: - 22 1/2" Anchor Quantities for XO&OX Windows Glass Types: 8 thru 15 MAX.O.C. MEETING RAIL, W Meeting Rail:Standard m o ^aa Overall 21-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt- 55"Overall Hgt. 63"Overall Hgt. REPEAT ANCHOR PATTERN ATSILL It 8 Width o o a a E n N 5i00 K Head&Sill Head&Sill Head&Sill m Head&Sill Head&Sill O '� ^•, •-i 12"MAX.O.C. -}+-------� 6"MAX.O.C. �+-- O U) Z 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+y 3 Z 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 z W m -j o uP WV � J UMOIa 'ON 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 /// /`/ 0 W 9mo 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 a o Z Q, z U 61" 1+C2+1 2 1+C2+1' 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 J ro 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 LL 3 2+C3+2 3 2-ANCHOR 3-ANCHOR -1 o 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 CLUSTER DETAIL CLUSTER DETAIL ® ni N Z laays TABLE 14: - _ - -- -- 4"MAX.O.C. {-r-- O � Glass Types:8thru 15 - C3 o Anchor Quantities for XO&OX Windows N Z Meeting Rail: Heavy-Duty °w O Overall 21-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 56"Overall Hgt- 63"Overall Hgt. 76"'Overall Hgt. Width �j Q Q = a o a n T-3 —,11+C2+1 Head&Sill E Head&Sill Head&Sill E Head&Sill Head&Sillead&Sill m / aill -,-20"- -1+C2+1-- 2 - -1+132+1 - -2 - -1+C-2+1-- 3 --1+C2+1---3 - 1+C2+1-- ---4 - - - .----- N'/ - _- - Irl�Pli 0 .L YAI ., 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 4-ANCHOR �<�•''��GENSF���C�� 37" 1+C2+1 2 1+C2+1 12 1+C2+1 3 1+C2+1 .. 3 1+C2+1 3 1+C3+1 4 CLUSTER DETAIL y� No.58705 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 81" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 NOTES D vl BT' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG 0 %(v'•. FT TE F WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THETABLE %�S•'••��RID�,:•'•\C'� 76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 TO DETERMINE THE nnNDowSIZE. �, S w\G 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. I I i A LYNN MILLER,P.E. P.E.ii 58705 i TABLE 15: - Glass Types:1,4,5 Anchor Quantities for XOX Windows Meeting Rail:Standard 01,erall Sash Sash 12"MAX.O.C. -1�---�I Width Configuration Width 21-1/8"O%erall Hgt. 29"C%erall Hgt. 37"Overall Hgt. 49' Oeemll Hgt. 55"O%erall Hgt. 63"O%erall Hgt. Range(in) a a a a '0 a Head&Sill ' Head&Sill m Head&Sill ' Head&Sill Head&Sill Head&Sill M 1/%%q 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+C2t1+C2+1 3 PRODUCT-REVISED �" /� as complying with the Florida 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 Building Code NOA-No. 20-0408.04 1/4_12 12.0.38-13.302 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 Ezplration Dat� 8/23/2023 49" 1/3 1/3-1/3 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 2-ANCHOR %a_1/z-1/a 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 Miam pads ProduSYCohtrol 53-1/8" CLUSTER DETAIL 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 - Y4-1/Z 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 A)NO CHANGES THIS 61' SHEET. Y3-1/3-1/3 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 . 1/a-Yz-Y4 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 p JR-03/11/20 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 1/31/3-1/3 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+C2+1+C2+1 3 1+C2+1+C2+1 3 m 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 Y, Q Ul - (A 1/4-1/2-1/4 �" - O 92-118" 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 o 0 naa 26.186-31.038 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 }U) aio0 0 1/4���/4 "• 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+C2+3+C2+1 3 O r Z Z 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 3 1+C2+2+C2+1 3 Z LL m o custom 27.186-31.038 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 2 W 17 �e r Ya_1/1/a "• -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+C2+3+C2+1 3 W U aoo uMa,O o LU d F- cN 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 cma C) Z U custom 29.186-31.038 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 Z O7 W 120" 1/a-1/z -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 _j m W OVERALL WIDTH-57.924 O 1¢- "MIN,SASH WIDTH(FLANGE WINDOWS)= 2 .� W "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-56.924 - ®. 2 GUIDE TO USING " z ia�4s ANCHOR QUANTITY 1 1+�C �3�C2�1 3 � Oz � TABLES FOR XOX O o- WINDOWS: z of ti U CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS Z ANCHORS Q Q ANCHORS IN THE allli •asap saua5 1ANCHORAT C CENTEREDATTHE JAM ENE ERED AT THE g _ THE SASH ETING RAIL MEETING RAIL - `\11 3 ANCHORS AT THE FIXED LITE --- - - - -- ---- -- - - - ---- 22412'MAX.O.C. -- - - -` -- -' - -- --- ---- �- --- 1-ANCHOR AT - - -- - -- - - - -`` ��QN..L...... / i 9"MAX. 12"MAX.O.C. THE SASH P��,•' �iGENs�'•..���i l ---1 -- -� r---- f- l _ i No.58705 _ 9'MAX. -D [•i/\ =O NOTES: iQ� 4EF _ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ��ss•..�O...... •'G�C�`� 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. , A LYNN MILLER,P.E. P.E.4 55705 TABLE 16: - - Anchor Quantities for XOX Windows Glass Types:2,3,s,7 Sash Meeting Rai Sta arm Overall Sash Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall H 63"Overall Hgt. 12"MAX-Q.C. Width Configuration Range(In) a a E .o n a _ Head&Sill Head&.Sill Head&Sill Head&Sill Head&Sill E Head&Sill �/ �/ % 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 /� PRODcomplying Y 9REVISED 44" 4- 2- 4 as OD I In with the Florida /� j� Building Code 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 NOA-Mo. 20-0406.04 ow 1/1/z-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 Ex tra!ion Date ,•�pB/23�I2023 49" �h' GCGG[J 1/a-1/3-Y3 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 - Br° 1 1 1 12038-,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 2-ANCHOR Mla4yade Product Co.trot - 53-1/8" -/z-� CLUSTER DETAIL 1/3-%J/ 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 A)NO CHANGES THIS 1 -/z 1 -1 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 o SHEET., 61" 6„MAX.O.C. -►+ r 16.303-20.676 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 A-I]3/11/20 - Y4-1/z-%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 20.063-22.185 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 00 Y 1/3�/3�/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2t1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /_ j� j 5 r Q- - 1/4'%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 D_ S p �aa 92-118" 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 }n aO° O / /-/ - cli Q 1 3 3 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 rC3 3-ANCHOR O m Z J 1/4-1/2-%4 -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 O_j o W o CLUSTER DETAIL z 0 97" custom 25.30.3-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 12 1+102+2+C2+1 3 1+C2+2+C2+1 3 1+ O U J o _ 6 1/3 1/3 j/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 - tL z c ¢ JMO 1/1/-%4 -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 - 0 j •v~i v 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 m m aZ of W , Y3%-:y3 30.186-36.675 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+C3+2+C3+1 3 W m LL -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 0 1y�- ON 113-5/6" .custom 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 ® ° nj •F GUIDE TO USING ANCHOR QUANTITY n 33.188-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+62+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 TABLES FOR XOX WINDOWS: z z ieayg 0 2 Q 1/4-1/2 1/ -31.052 1+C2+3+62+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 _ F 120"_ custom 131.053,33,185___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 --- _ __ ._ _ _-- __ _z) -n Cf o 11FC2 3aFC21�1131 F_ z O custom 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+3+C2+1 3 1+C3+3+C3+1 3 2 _ "MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 Q Q z '•MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 a1711 •osa°sauag 2 _ CLUSTER OF CLUSTER OF 3ANOHORS - _ ANCHORS . ANCHORS 1 1 ANCHORAT CENTERED AT THE CENTERED AT THE IN THE SASH 3 ANCHORS AT JAMB _ _ -- _ --- - ------- ------- -' -- -MEETING F2AIL-- - MEETING RAIL- - - -. -��-,Q\4Y-Ll'_IV ---- �---- ------- - THE-FUCED LITE'- - � --- .•'L10ENSF••�(� 22A/2"MAX.O.C. I ANCHOR AT .. 9"MAX. 2„MAX.O.C. , THE SASH' P• y '�� r No.58705 = NOTES: 9„MAX. pZ l7 - 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X •O - X• C•) STAT WINDOWS,SUBTRACT I-FROM THE TIP TO TIP DIMENSION IN THE TABLE '•.'40RION \\ TO DETERMINE THE WINDOW SIZE. I -•'•' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. - MEETING RAIL REPEATANCHOR PATTERN AT SILL ,/'7S//ANAL G, \\\ I 111111111 A.LYNN MILLER,P.E. P.E.#59705 TABLE 17: Glass Types:8,10,11 Sash Anchor Quantities for XOX Windows Meeting Rau;standard Overall Sash 12"MAX.D.C. Width Configuration Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55' Overall Hgt. 63"Overall Hgt. I I Range On) a o a s a o Head&Sill Head&Sill Head&Sill E Head&Sill Head&Sill Head&Sill E PRODUCT REVISED %4-1/2 1/ 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 /�/ as complying with the Florida 44" j Building Code 1/a?/j% 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 NOA-No. 20-0406.04 1/- 2�/ 1-� 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 - Ex4iration Date• 8123/2023 49 4 l 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 LLIu �( 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 2-ANCHOR Mhunloade Producrtgntrol 53118" 1/ 1/ A�CLUSTER DETAIL NO CHANGES THIS 3- 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 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 a SHEET. 611, �- 2- 4 6"MAX.O.C. 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+C3+1+C3+1 3 A A A JR-03/11/20 Y4 /z-% 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 78" 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 00 Y 1/3 j/1/3 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 �j� W o " r7 'nay %4_1/2--14 " -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 O 21 o C) 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 C}7 N alo0 O Q Y3-1/3--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 3-ANCHOR O O Z p 1/1/2%4 -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 CLUSTER DETAIL Z LL m � 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+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 C)V o "18 r` 1/3-1/-/3 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 F W Fa oma 1/1/2%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 o v a Z 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 -Z w LU 1/3-1/3 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 LL O F O -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 /4 1/z 1/ •• GUIDE TO USING ANCHOR QUANTITY 113-518" custom 29.464-33.185 4+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 TABLES FOR-XOX WINDOWS: Z laayg 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 zz O Q 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+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1- 3 - _ __ _ __ - _ _ g C7 0 -- 129' 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+1 131 1+C3+3+C3+1 3 111- 1434C2h11 13 1 u~ Z 0 O custom 33.186-38.222 2+C2+2+C2+2 21 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 U � ••MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 J Z 2 MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57,555 CLUSTER OF 2 CLUSTER OF 2 - 2 - ANCHORS ANCHORS 111111I III// AN-- - - -- -- - -- -- - --- --- - -- - ------ - - - - - - - ---- - - ----- -- - AN 3ANCHORS - - - 1 THE SA -- CENTERED AT-THE CENTERED.ATTHE THE MEETING RAIL .3 3-ANCHORS-AT' MEETING RAIL JAMB �� SON•.•••,NNE THEFIXEDLITE `���,.• -ICENSG'••% 22-12"MAX.O.C. III ANCHOR AT ' 1 9"MAX 2"MA)C.D.C. , THE SASH CA No.58705 •. � NOTES: I T yl E �6 :W�� ---- - - - g MAX. �O 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O X .,p 4C/ WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE �s '• �RIOA,•'• \�� TO DETERMINE THE WINDOW SIZE. / EETINGRAIL �7�S/0 M REPEAT ANCHOR PATTERN AT SILL 77//i�Al-1 1" 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. - A LYNN MILLER,P.E. P.F-#58705 TABLE 18: 12'MAX.O.C. ---f-�►-I Glass Types:9,12,13,14,15 Sash Anchor Quantities for XOX Windows Meeting Rail:standard Overall Sash Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Width Configuration / • Range(n) a a a a a a Head&Sill E Head&Sill E Head&Sill Head&Sill E Head&SIII E Head&SIII E 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 PRODUCT REVISED 1/4-Y Y, as complying with the Florida 44" -1/3�/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 Building Code -2-ANC NOA-No. 20-0406.04 HOR 49" 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 CLUSTER DETAIL EX Iratlon Date•L 8123/2023 yy) 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 By° QlU 1 12.038-14.333 1+C2+1+C2+1 2 1+ 2+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 Mlam(lade ProducYCentrol 53-1/8" /a- C /2-/a 6"MAX.O.C. Y3 %I/3 14.334-18.650 1+C2+1+C2+1 121 1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 A)NO CHANGES THIS 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 SHEET. 61" / 1/1/a _ %--Y 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+C3+1+C3+1 3 JR-03/11/20 %41/ �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 � �j� 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 00 �/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 > o 1/a-1�-1/4 " -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 3-ANCHOR o 0 �aa 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 31 1+C3+2+C3+1 3 1+C3+2+C3+1 3 CLUSTER DETAIL ? U) alo0 O Q %a-%?/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 00 9 U) OZ 1/4-1/2_% " -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 4"MAX.D.C. -►I Z LL cc� W 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+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 U U o ' Te r Y3-/3�/ 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 Lu F Z V Q �Mo,o oN JMO -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 > d co 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 ///� �j/ o Z °�' x W °l 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 J ro LL O 1/2_1/ -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 3I2+C3+3+C13+2 1 3 1+C4+4+C4+1 3 0. F <t 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 31 3 1+C4+3+C4+1 3 4-ANCHOR ® N %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 32 3 2+C4+3+C4+2 4 CLUSTER DETAIL Z' p Q >eBvs /1/z-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 31 3 1+C4+4+C4+1 3 _ CY 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 3 1+C4+4+C4+1 3 Z K custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 +2 3 2+C4+3+C4+2 4 11NC2143 2ki1113 w g O MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 J Z 2 p Q Q « GUIDE TO USING apl •nsa0 sauag MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 2 ANCHOR QUANTITY CLUSTER OF 2 CLUSTER OF 2 3A NCHORSIIIII _ TABLES FOR XOX ANCHORS-- ____ ___ _ ANCHORS_-_ __IN THE -- _ ANCHOR AT- CENTERED ATTHE CENTERED AT THE WINDOWS: THE SASH 3 AT B ANCHORS IAM MEETING RAIL THE FIXED LITE MEETING RAIL �ICEN qF 22-V2"MAX.O.C: 1 ANCHOR AT 9"MAX. 12"MAX.O.C. THE SASH =';k;' ' No.56705 NOTES: I - 1 ---, -- -�r---- f- 1 i ;:`�`I[l ` .• 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG - - - ---- - - - 9"MAX. Off•'•, �T/E/Fa WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THE TABLE X X %CAS FZORIDP,.••' TO DETERMINE THE WINDOW SIZE. / i 5' 0 G 70NAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. MEETING RAIL REPEATANCHOR PATTERN AT SILL ��III I I I 1111 t1� _ A.LYNN MILLER,P.E. P.E.r158705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 \ ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETEICMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET. /) 1/4"MAX.SHIM EDGE DISTANCE I EMBEDME SEE TABLE , NOTE B,FOR EMBEDMENT HEAD TYPE SASH VISIBLE 4 12 PRODUCT REVISED 114"MAX• EDGE LIGHT WIDTH I SHIM EMBEDMENT EDGE as complying with the Florida DISTANCE 17 Building Code .1 DISTANCE NOA-No. 20-0406.04 ?• 35 Ex tratlon Date: 8/23/2023 TYP.ANCHOR TYPE, FIXED VISIBLE EMBEDMENT AND EDGE LIGHT WIDTH BY� -J DISTANCE PER SUBSTRATE, Mlam,pade Produc,YC trot SEE TABLE 19. 12"LENGTH,CENTERED 63 EXTERIOR - A)REVISED ANCHOR 1 zD ABOVE SASH 16 - a• o TYPE TABLE. ". 14 15 ` TYP•ANCHORTYPE, JR-03/11/20 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER r OVERALL WIDTH SUBSTRATE,SEE TABLE 19 00 SUBSTRATE,SEE TABLE 19 - &NOTE B FOR HEAD TYPE. LU ¢ _ B NOTE B FOR HEAD TYPE HORIZONTAL SECTION A-A > - o .ay (SHOWN WITH I.G.GLAZING) VISIBLE _ 0 In 0 U) r LIGHT 11 1/4"MAX.SHIM '61- al°0 a" HEIGHT OVERALL 4 09 U) O HEIGHT 52 INSTALLATION O u- Oo W o OPTION 4 =L m - a _ ANCHOREDTHROUGH' U U o uMo,O 50 51 50 FRAME INTO METAL o W JMO TYP.ANCHOR TYPE, �Z m Z 13 EMBEDMENTAND ilf m EXTERIOR EDGE DISTANCE illLL 10 qp 50 PER SUBSTRATE. J (D O 19 SEE TABLE 19. OW zZ ® ° Q 7 14 15 MIAMI-OADE APPROVED MULLION,FBC N N LL. COMPLIANT ALUMINUMISTEEL FRAMING Z Z 1aa4S OR STEEL STUD.MAY BE VERTICAL OR 6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE F 3: O AT MEETING RAIL, _ LAZING) _ - PROPERTIES,TABLE 19. _� _ o (SHOWN WITH MONO.G ANCHORED WITH(4) - N Z J n SCREWS, TABLE 19: F¢-• It ONLY REQUIRED IF NOTES:OVERALL HEIGHT IS Min.Edge Min. .J Z OVER 63". Di Embedment = 36 Anchor Substrate stance medment 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON apt •�sa0 sauaS TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Southern Pine(SG=0.55) 9/16" 1-3/8" #12 Steel, A)MIN.OF 3 THREADS _ ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Aluminum, Steel 5 min.. ',3/8" - 0.063" BEYOND THE METAL OF THE WINDOW. 1t343 or 410 A36 Steel 3!8" 0.063" SUBSTRATE. � ss screw � ��1Y LYNN 2 MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE. Steel Stud,Gr.33 min. 3l8" 0.045"(18 Ga) .`�,.1/4-MAX. EMBEDMENT ) Concrete min.3.35 ksi B)USE ONLY FLATHEAD ,• t-IGENS� (� SHIM 19.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE ( ) 1" 1.3/4" °'' •.9••,. •' 1/4"410 SS ANCHORS IN HEAD AND EXTERIOR .. CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" SILL.PAN/HEX/FLAT HEAD No.58705 •, OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. Southern Pine(SG=0.55) 1" 1-318" TYPE IS ALLOWABLE FOR - _ WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X G TY-F).ANCHOR TYPE, AND 2X BUCKS WHEN USED SHALL BE DESIGNED TO PROPERLY Concrete(min.2.65 ksi) 1" 1-318" ANCHORS IN THE JAMBS. —_•O _ 11A13 ( ) 1/4"Steel DIST EDMENTAND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Ungrouled CMU,(ASTM O90) 2-112" 1,114" oZ� DI TANCE PER SUBSTRATE, Ullracon C)"UNGROUTED CMU" O TAT$ E�F :••<C/ AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Southern Pine(SG=0.55)• 1" 1-318" ' '•, INSTALLATION OPTION 2 S TABLE 19. VALUES MAY BE USED FOR _ OR ARCHITECT OF RECORD. Concrete(min. 3.001�/16" 1�I8" GROUTED CMU �S <ORIDP,.•'•���� ANCHORED THROUGH FRAME 1/4"Steel Ungrouted CMU,(ASTM C-90) 1-112" 1-1/4" APPLICATIONS. �i�SRO•""' NG\�� DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Ultmcon+ 7!1 NAL G DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Southern Pine(SG=0.55) 1" 1-318" Glk�S CTION B-B A LYNN MILLER,P.E. INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP ! OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETEICMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM 14'MAX.SHIM , EDGE DISTANCE EMBEDMENT - EMBEDMENT SASH VISIBLE 5 4 LIHIM GHT WIDTH 12 T PRODUCT REVISED 114'Sl EMBEDMENT EDGE EDGE as complying with the Florida DISTANCE 17 '. Building Code DISTANCE 35 i NOA-No. 20-0406.04 TYP.ANCHOR TYPE, FIXED VISIBLEliffiffil ExRlratlon Date• B/23/2023 EMBEDMENT AND EDGE LIGHT WIDTH By: •iLGl7 DISTANCE PER SUBSTRATE, Miam ade Produet'Co trol SEE TABLE 20. ' ea EXTERIOR A)REVISED ANCHOR 3 12"LENGTH,CENTERED _ _ r� 'co TYPE TABLE. 20 ABOVE SASH 16 1 •s 14 15 - JR-03/11/20 TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EDGE I BUCK WIDTH - EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE,SEE TABLE 20 SUBSTRATE,SEE TABLE 20 UJI or Y Q &NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A S NOTE B FOR HEAD TYPE. > � •. (SHOWN WITH I.G.GLAZING) !Y ) "al O co VISIBLE LIGHT 11 N ao0 I Q BUCK HEIGHT 5 1/4"MAX.SHIM O Z O HEIGHT 52 INSTALLATION Z LL m W OPTION 4 =W — ANCHOREDTHROUGH 'W— J umou0 N - 51 50 FRAME INTO METAL f-W F¢-• 0l,10 - 50 On> (A TYP.ANCHOR TYPE, o 0) Z 13 EMBEDMENTAND Z pf Ur rn `1 EXTERIOR EDGE DISTANCE W J LL 10 40 50 I-I PER SUBSTRATE, J J O ,(7 �, �J SEE TABLE 20. O ? W 19 U rj 14 15 - ® IJ LCY U 9 - MIAMI-DADE APPROVED MULLION,FBC �' COMPLIANT ALUMINUM/STEEL FRAMING z -O Z ieeyg HORIZONTAL SECTION C-C OR STEEL STUD.MAYBE VERTICAL OR = O. 6"LENGTH,CENTERED AT - HORIZONTAL.SEE SUBSTRATE _ _ g F¢¢' p. _ -- - _ - - - MEETING RAIL, - - _ -. (SHOWN WITH-MONO.GLAZING) - - PROPERTIES,TABLE 20. ANCHORED WITH(4) 18 SCREWS,(P#60).ONLY TABLE 20: H 36 REQUIRED IF BUCK NOTES: HEIGHT IS OVER 62". Anchor Substrate Min.Edge Min. J (13 2 Distance Embedment Q z • 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON alit asa0 sauag .. OF THE WIN OWON OPTION SHOWN MAY BE USED ON ANY SIDE S Scre min A361 Steel 3/8" 0.063" SUBSTRATE.E METAL ``\\t� TABLE 20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. out 0.55) •, a' Ill ll 11 nt-• OF 3 -v4"MAx.- . . r-:'•`r :� - ----- ------- -- -- ------- -- -_---- --- -- ----- - -- - - - --- - --- --`. � p1Y-Ll'NN- .,----- - Steel, Aluminum, min. THREADS, 18A or 410 S w Steel Stud,Gr.33 min. 319' 0.045"(10 Ga) ; `� ••."'•• 4, ,� SHIM : EMBEDMENT 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE B)USE ONLY FLATHEAD •••LICENS- �( 20.ALL WOOD BUCKS LESS THAN 1-V2"THICK ARE TO BE Concrete(min.3.35 ksl) 1" 1�/4" ` C '•. °' ;"•. ... ."' 1/4"410 SS ANCHORS IN HEAD AND _ CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/Z' 1-1/4" SILL.PANMEX/FLAT HEAD No.58705 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. • - EXTERIOR SouthernPine(SG=0.55) 1" 1-31B" TYPE IS ALLOWABLE FOR ' WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X EDGE TYP.ANCHOR TYPE, AND 2X BUCKS Concrete(min.2.85 ksi) 1" 1-3/6" ANCHORS IN THE JAMBS. -D (WHEN USED)SHALL BE DESIGNED TO PROPERLY 1/4"Steel I� DISTANCE ;�fEMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Ungrouted CMU,(ASTM G9o) 2-1/2"' 1-1/4" � Ultracan L 7 �1 ,•' DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Southern Pine(SG=0.55) V. 1-3/6" C)"UNGROUTED CMU" Q p E F (V�� INSTALLATION OPTION 2 SEE TABLE 20. VALUES MAY BE USED FOR n •. p C/� ANCHORED THROUGH FRAME OR ARCHRECT OF RECORD. Concrete min.3.00 ksi 1-3116" 1J/6" �S �ORIDA•.•''N 1/4"Steel ( ) GROUTED CMU i, ., G DIRECTLY INTO CONCRETElCMU. Ungrouted CMU,(ASTM G90) 1-112" 1-1/4" APPLICATIONS.- 7 / 3)VISIBLE LIGHT WIDTH-OR HEIGHT REFERRED TO AS Ullracon+ '�`/ QNA' DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Southem Pine(SG=0.55) 1" 1-3/6" 1/r I I I 1111 t VERTICAL SECTION B-B A.LYNN MILLER,P.E. P.E.#59705 INSTALLATION OPTION 5 EDGE DISTANCE ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 WOOD FRAME OR BUCKSTRIP. EDGE EDGE ANCHORED THROUGH FIN INTO 2X EDGE DISTANCE ' _ DISTANCE �— DISTANCE 1/4"MAX SHIM WOOD FRAME OR BUCKSTRIP. TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR TYPE, AND EDGE DISTANCE PER . SUB O 1!4'MAX SHIM EMBEDMENT AND EDGE STRATE,SEE TABLE 21. O DISTANCE PER SUBSTRATE, h+-- EMBEDMENT SEE TABLE 21., PRODUCT REVISED .' SASH VISIBLE �.J 5 as complying with the Florida EDGE LIGHT WIDTH I 12 Building Code DISTANCE 17 EMBEDMENT NOA-No. 20-0406.04 Exelratlon Date• l3/23/2023 DISTANCE EMBEDMENT _ FIXED VISIBLE Mlam pade Pro�ducYCo trot - LIGHT WIDTH ' L1/4"MAX, A)NO CHANGES THIS SHIM SHEET. 63 EXTERIOR o _ 12"LENGTH,CENTERED 5 2 20 ABOVE SASH 18 1514 15 a JR-03/11/20 TYP.ANCHOR TYPE, - EMBEDMENT AND EDGE. 1/4'MAX.SHIM W DISTANCE PER r BUCK WIDTH - •W �e Q SUBSTRATE,SEE TABLE 21. ) - 0 .°a HORIZONTAL SECTION A-A W (SHOWN WITH I.G.GLAZING) INSTALLATION o 0 11 OPTION 6 >-r" a1°0 Z Q VISIBLE ANCHORED THROUGH O M rn Z LIGHT 5 INTEGRAL FIN INTO METAL 0_ O ZUJ o HEIGHT 52 Z U- C3 n BUCK =LU 6g n HEIGHT - U V o -1 u _I M°0 51 50 FW W d F SMa o> r 0 m 50 WL m J 50 EXTERIOR LL 0 u O 13 n 10 40 � W 14 15 ® rn N Z I t9 MIAMI-DADS APPROVED MULLION,FBC Z Z l°a4S COMPLIANT ALUMINUM/STEEL FRAMING TYP.ANCHOR TYPE, 0 2 O 8 OR STEEL STUD.MAY BE VERTICAL OR EMBEDMENT AND EDGE I- ¢ - - - HORIZONTAL SECTION C-C _ HORIZONTAL.SEE SUBSTRATE. DISTANCE PER-SUBSTRATE,,. - PROPERTIES,TABLE 21. SEE TABLE 21' m Z ,J r.- ' (SHOWN WITH MONO.GLAZING) w � F � J Z = 36 - NOTES: TABLE 21: anll ros°0 sava5 - 1/4"MAX Min.Edge Max. Min. - TE Anchor Substrate SHIM 1 ANCHORS LISTED O1)USE ONLY N TABLE 212.FOLLOW 2-112"x.113"Box Nail Southern Pine(SG=0.55)_ _ DI5116- O.C�Em2b7d6enl -- \`\�1NYILYIV////7/, = - _1.�- ._.—'-- ---" � ...- ------ - -- --- - --- ----- -- - EMBEDMENT AND�EDGE DISTANCE---- -- - -------- --" - \ ��0•,. N/LJ ice' 2-112"x.131"Common Nall Southern Pine(SG=0.55) 3/8" 5" 2-7116" EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION ` UICEN& EXTERIOR SHOWN MAY BE USED ON ANY SIDE OF 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 3/B" 5" 2-7/16" �-,• THE WINDOW: 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 3/B" 5" 2-7/16" No.58705 •� a - EDGE DISTANCE - Southern Pine(SG=0.55) 9/2" 5" 13/8" 2)VISIBLE LIGHT WIDTH OR HEIGHT #10 Steel Tlusahead Screw or -"O ;(/l Z— (ALSO REFERRED TO AS DAYLIGHT 0.125"Aluminum,6063-T5 min. 51161, 5" 0.091, #12 Steel,1B-6 or 410 SS N EMBEDMENT Typ,gNCHOR TYPE,EMBEDMENT OPENING)IS MEASURED FROM BEADING Screw 0.050".A36 Steel 5/i6" 6" 0.050" 0,�•. STATE �t ' LC1��� AND EDGE DISTANCE PER TO BEADING. - 0.045"(16 Ga Steel Stud,Gr.33 min. 5/16". 5" 0.045" : '•.:P4 ••1�(/` INSTALLATION OPTION 5 ) oRID[,..' ANCHORED THROUGH FIN INTO 2X SUBSTRATE,SEE TABLE 21. ) SS •..... • G\�� 3)ANCHOR TO BE INSTALLED WITHIN 1 MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE. i WOOD FRAME OR BUCKSTRIP- 2-12"OF FIN CORNER 7/7 ONAL-0\\\ VERTICAL SECTION B-B A LYNN MILLER,1 , LYNN ,P.E. RE#58705 2.724" - 1.486" 2.112' .987" Imo- 2.724" jT I PRODUCT REVISED .3.184" I as complying with the Florida 2.560" 2.786" 2.766" 2786" Building Code 20-0406.04 2.060" Expiration Date- S/23/2023 .062" .082" .061 ,062" .062° .O- By' 1 Mlam Dade ProducVCg trot HEAD,INTEGRAL HEAD,EQUAL JAMB,FLANGE - JAMB,INTEGRAL JAMB,EQUAL LEG Oi HEAD,FLANGE FRAME O FIN FRAME O LEG FRAMED FRAME O FIN FRAME Ofi FRAME A)UPDATED MATERIAL PROP.TABLE. 2.724" 2.724'• 2.724" 1.246" JR-03/11/20 .040" 1.513" oU -E-1 W D > Q .082" � .723" x co > •nay o O 3.151° .BOB"L� -� .875" U) 3.651". 3.908' � IT � ��� alo0 O .Q 4.276" INSTALLATION O v � O .062" 17 HOLE COVER to WINDLOAD ADAPTER OJ Ar Z Z OJo W o Z� m v .062" r .062" .062" 2 Llj J IS 1.415""+-{ 11.446" F Z Q u.xo�0 oN �t-{- O W JM4 sO SILL,EQUAL LEG FRAME I� 518" ^o> "r Z O SILL,FLANGE FRAME U tlU•710" Z rn m SILL ADAPTER U 2.211" .062", J IL 2.105" -+-� O RAL .040"• O co FIN FRAME '}[" 2.211" 1e SILL TRACK 20 ANTI-LIFTCLIP . I ® N .062" 170"2.149" 1.300" 1.803" T 630" .464" .. Z 0 1aavS .. �0612 1.138" . I ET7.1'2.273" cn >- ZO - . o - 2" .300 Zo 00 .062" 045" Uj .120" .079' .065" .170" 11 SASH PULL RAIL' SASH LOCK RAIL to SASH TOP&BOTTOM RAIL HD MEETING RAIL 15 STD MEETING RAIL 16 SCREEN ADAPTER 1A 0IG BEAD IG SNAP BEAD tz 14 allyasaQ saua5 449r' .045" -...----- --'ALUMINUM- --- -- DESICCANT FILL- ` �NYLYNY_HO_T-MELT11 _ ----TABLE-22:-MATERIAL-PROPERTIES USED- - ------ --- - SILICONE BUTYL POLYISOBUTYLENESTRUCTURAL REINFORCEMENT -FOR ANCHORAGE CALCUI/1TION5: SEAL 5N8"NOM.POLYISO- 1/4"NOM. 3116"NOM. SILICONE N0.58705 5118"NOM. �Steel Screw 92 ksl 120 ksi BUTYLENEWITH STRUCTURAL BUTYL& SEAL795" .795" 11L8 Screw 60 ksi 95 ksi DESICCANT SILICONE DESICCANT ROLL-FORMED410 Screw 90 ksi 110ksi FOAM WITH FOAM STAINLESS STEEL - -4 02-�Elco UI¢aCorQ 155 ksi 177 ksi EXT.GLASS DESICCANT %O ' STATE pF �EXT.GLASS EXT.GLASS - T •'•�(/� 612" 1/4"DeWalt UltmCon+a 146 ksl 164 ksi EXT.GLASS i R 410 SS DeWalllElco CreteFlaz® 127.4 kal 180.7 ksi - INT.GLASS %is ('j�� 23 7/16"BEAD za 5116"BEAD 6063-T5 Aluminum' 16 ksi 22 kal INT.GLASS INT.GLASS INT•GLASS //is/OVAL�N�P� A36 Steel 36 ks1 56 ksi ® ® TM ////III IIt111\OKODIS S OSUPER SPACER ODURASEAL 8SPACE E - Gr.335teel Stutl 33 ksi 45 ksi 70 4SG TPS 71 NXT Ta 72 SPACER 73 SPACER A.LYNN MILLER,P.E. P.E.#56705 TABLE 23: Item# Part# - Description Material 1 624038 Head,Flange Frame Alum.6063-T6 ASSEMBLY DETAILS FOR 2 624039 Head,Integral Fin Frame Alum.6063-T6 XO FLANGE FRAMES 3 624040 Head,Equal-leg Frame Alum.6063-M (OTHER FRAME TYPES& 4 624001 Jamb,Flange Frame Alum.6063-T6 CONFIGURATIONS SIMILAR) 5 624017 Jamb,Integral Fin Frame Alum.6063-T6 61 61 6 624028 Jamb,Equal-leg Frame Alum.6063-T6 PRODUCT REVISED Q as comp)y Ing with the Florida 7 624035 Sill,Flange Frame Alum.6063-T6 r l i Building Code B 624036 Sill,Integral Fin Frame Alum.6063-T6 j j Non No. 20-0406.04 9 624037 Sill,Equal-leg Frame Alum.6063-T6 61 I I Expiration Date• 6/23/2023 10 624034 SIII Adaptor Alum.6063-T6 11 624043 Sash Pull Rail Alum.6063-T6 1 T 1 12 624006 Sash Lock Rail Alum.6005A-T61 I I 1 Mlam�pade ProducYEontrol 13 624041 Sash Top&Bottom Rail Alum.6063-T6 I I I I A)ADDED BACKBEDDING 14 624027 HD Meeting Rail Alum.6063-T6 I 13 15 624005 Sid.Meeting Rail Alum.6005A-T61 1 1 11 16 624047 Screen Adapter Alum.6063-T6 \�Wjj JR-03/11/20 17 624051 Installation Hole Cover Alum.6063-T6 18 .64125M Windload Adapter Alum.6063-TG I I 19 624042 SIII Track Alum.6063-T6 m Y 20 824015 Anti-Lift Clip Alum.6063-T6 I I W Z: 21A 624009 IG Bead Alum.6063-T5 0 co 0 co 0 •^aa 21B 624011 IG Snap Bead Alum.6063-T5 o rj) 23 624026 7116"Laml Glaz.Bead Alum.6063 T6 �'� (r9 N a,°00f < 24 624013 5/16'Laml Glaz.Bead Alum.6063-T6 0O M Z Z 30 6TP247 Glazing Bead,.Bulb Vinyl for#624013򘖚 Vinyl O-j oo g LU o 31 6TP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl =LLj m `J e 32 712653K Mono setting Black 3/32"X 1/4"X 1" Neoprene W U.CO aMao 33A 71715K Lami IG Setting Block 1/8"x 3/4"x 1-1/14" Neoprene p F-'W F<- DA30 63 33B 624014 IG Snap Setting Block Vinyl 12 0~> Z 35 724045 Sweep Latch Cast Zinc Z rn 36 71298 Weep Hole Cover Vinyl lopW U) LL 37 41722 Hole Plug Vinyl 15 14 00 < O 38 724021 Lock Rail Cover,(LH&RH) Vinyl W LU 39 724050 Pull Rail End Cap Vinyl ® o IV 0 40 724048 Roller Housing&Sash Guide Vinyl z of W ways 41 724052 Roller Wheels Stainless Steel 11 I o 2 Z 42 724054 Sash Top Rail Gasket,(LH&RH) Polyethylene ___ _ -- -- - dl�- - - n O o 43- 724055-- Sash Bot Rail Gasket,(LH&RH) Polyethylene 4 13 N Z O oa r` 44 724057 Frame Header Gasket,(LH&RH) Polyethylene 39 w ! N 45 724058 Frame SIII Gasket,(LH&RH) Polyethylene 41 of _j O 2 46 724063 Meeting Rail Gasket Polyethylene 61 < m 50 Weatherstrip,.187'x.170",Fin Seal @.Sash I I 35 alto •�saa sa„as 51 Weatherstrip,.187"x.270",Fin Seal @ MR - it LYl�lr'r�l --- 52 67070 Bulb Vinyl - --- --�'- ----- - - --- --- -- --- -- --- -- -- - — -- -- -- -40- --- ----- --- - - -- ---\\� -O•.......N 60 710X38.PPAX#10 X3/8"Ph.PH SMS(Windload Adapter) Stainless Steel 61 Ij INTERIOR 61 781PQX 48 X 1"Qd.PH SMS(Frame&Sash Assembly) Stainless Steel I` 63 - Aluminum Screen with Fiberglass Mesh Varies - .i 7 G = 70 - Kommeding Kodispace 4SG TPS 71 - Quanex Super SpacernXr Se,BSheet 38 O STATE 0�o :•���� 72 - Quanex Duraseal Spacer INTERIOR T �ORIOP C(7` for Materials a 73 Cardinal�Edge Spacer / 81 'i�sS• ,.•'G�C�� 74 Dow 791,899.983 or GE 7700 Backbedding Silicone NOTES: / �r i°n;AL, ,N 1)ALL CORNERS TO USE GASKETAND/OR SEALANT. 2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P.E. P.E.9 58705,