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HomeMy WebLinkAboutNotice of Acceptance, window C()-Py MIAMI-DADE -DADE COUNTY,FLORIDA • ��� PRODUTCNTROL SECTION 4eEDD �� 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECWrca ) AN C E Miami,Florida 33175-2474 ON NOTICE OF ACCEPTANCE0%0 www.miamidade.gov/building PGT Industries,Inc. m Koir- 1070 Technology Drive NBOCC �(7,,b 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 in 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 MiAMMAne COON nr Expiration Date: August 23,2023 Approval Date:August 27,2020 8/19/20 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. 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. 18-062 7.01) 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 I 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. 18-0627.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th I 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) 2. Glazing complies with ASTM E1300-09 Manuel Pert06-6 Product Control Ex NOA No.20-Expiration Date: August 2 Approval Date:August 27,2020 E-1 • i I I ! I • I I PGT Industries,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONrnvuED) 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. i 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 61 Edition (2017),dated July 25,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. j (Submitted under NOA No. 18-062 Z 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) G. OTHERS 1. None. I I I - Manuel Perez,P.E Product Control Exd n NOA No.20-0° 06.0 Expiration Date: August 23, 3 E-2 Approval Date:August 27,2020 I ' i ! i i I j PGT Industries,Inc. I 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 j along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,RE I 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 7tn 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 i 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,j expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas®XtraTM(SGXT`1) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. I Manuel Peree6.'O E. Product Control Exa NOA No.20-0Expiration Date: August 23 Approval Date:August 27,2620 E-3 I I I I I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i i 2. NEW EVIDENCE SUBMITTED (coNmum) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition(2017) and the FBC 7tb 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, 2026, signed by Ishaq Chanda,P.E. G. OTHERS 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. i i I I Manuel Perez,P.E. ` . Product Control Exa NOA No.20- 06.04 Expiration Date: August 23,, j Approval Date:August 27,2020 E-4 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT RATING 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(HVHZ). QUANTITIES, 12" SEE TABLES 2-11 IMPACT RESISTANT SEETABLES'12-14 23' \ �D.C.� 9" 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS O-C- B INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. USER INSTRUCTIONS: _,� 1)DETERMINE THE SITE SPECIFIC,WINDOW 3)FOR MASONRY APPLICATIONS IN MID FOR DE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED -- OPENINGS DEIGN PRESSURE REQUIREMENT PRODUCT REVISED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WFJ2ESOUTHERN PINE,ASTM C9D as complying with the Florida CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A A FROM ASCE 7. Building Code 2j KNOWING YOUR GLAZING OPTION(TABLE 1), NOA-No. 20-0406.04 4)ALL WOOD BUCKS LESS THAN 1-12 76""THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE Iratlon Date 8/23/2022 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12" HEIGHT 69• 69" YOUR WINDOWS DEIGN PRESSURE FROM TABLE 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 DESSIGN By. --- -TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THE Miam ode Produe trot OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). BUCKkLIGHTLIGHT 22-12" WINDOW OPENING OBTAINED IN STEP 1. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE HEIGHT O.C. A)UPDATED TO FBC ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST BE 31g^ 3)DETERMINE THE ANCHOR QUANTTTY FROM 2020,REVISED ANCHOR TABLES 12-18.SEALED.OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SH 34J/B PIXED ° TYPE TABLE. DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. BLE VISIBLE LIGHT f 4)INSTALL AS PER SHEET 15 FOR FLANGE HT yINSTALLATION,SHEET 16 FOR EQUAL LEG 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATIONOR SHEET 17 FOR INTEGRAL FIN JR-03/11/20 THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION.7)DESIGN PRESSURES: OTE:DESIGN PRESSURE RATING DETERMINATION QA.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS SEE W IS SHEET75"BUCK WIDTH MAX.MAX• IS THE SAME PROCESS FOR ALL FRAME TYPES ill O U PER ASTM E7300. NOTES THIS SHEET Z m B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE 76"OVERALL WIDTH BUCK) (FLANGE,INTEGRAL FIN OR EQUAL LEG160Xj. a g co 0. ESTESTINIGN LOADS ARE BAS AND GLASS PER ED ON ALLOWABLE STRESS DESIGN,ASO. TYP. FLANGE XO ELEVATIO E1300. N(OX SIM.) 1�E5 8""X 300"WITH PLASTIC BAFFLE. (9 PHOLE NOTES: N slop MAX.DIMENSIONS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4'FROM EACH END. O M U Z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FORANCHOR 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. JO J o W o CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES, Z IL 0 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE 2 lyj BEE TABLES 75-18 12" 8 EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-12" O.C. U U co d J 'Awa AS MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION O.C. 12"O.C. Imo--• F Z Q 9Mo RESISTANCE --�♦ a -- -----I ♦ B ti j ,.^— N Z � Z O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA , �` J� ��__ Z W )_• BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -----' W 10 REFERENCES:TEST REPORTS FTL 18.7891&18-7891.01;ELCO ULTRACON NOA;DEWALT/ELCO W O LL CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD 66" 66" / C N CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL SAgH FIXED / 63" VISIBLE VISIBLE. °i U 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT / LIGHT IBL / / z 0 LU 7aau5 HEIGHT o Z O 22-12" F TABLE 1: DP Table 0 Anchor Table N 62" O.C. J o Glass Description(Listed from Exterior to Interior) X01OX XOX XO!OX XOX BUCK SASH VISIBLE TYfm STD HD STD STD HD STD HEIGHT VISIBLE VISIBLE LIGHT w W 1 1 1/8" .090"PVB, /8" 2 7 2 LIGHT z 2 118"HS,.090"PVB,1/8"HS 3 - 8 12 - 16 Q O T LU 3 3/16'AN,.090"PVB,WIT AN 3 8 12 18 9" ell!1 '�sa0 ssNaS 4 13/16"UG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1l8"AN 4 - 7 12 - - 15 B SEE WEEPHOLE 6 13116'UG:1/8"TP CAP,AIRSPACE,11W AN,.090"PVB,1/8"AN 3 - 7 12 - 15 OTE, 11 111q,I LY 7 13/16'UG:3l16'TP CAP AIRSPACE 1/B"AN 9(f,AIRSPACE,118w �PVB,1/8'AN 3 - 8 12 - 16 PVB.11W AN 3 9 12 16 119"BUCK WIDTH THIS SHEEP ``��CENSN, SEE SHEET 17 FOR 120"OVERALL WIDTH e 3116•AN,.090"SG,3/16'AN 5 8 10 13 14 17 INTEGRAL FIN � �•' F �� 9 3116"HS,.090"SG,3H6'HS 5 e 11 13 14 18 ANCHORAGE TYPE TYP. FLANGE XOX ELEVATION Q:' ••.� 10 13/16'LIG:118"AN CAP,AIRSPACE,3/16"AN,.090°SG,3116'AN 6 6 10 13 14 17 &SPACING MAX.DIMENSIONS ALLOWED SHOWN a4•: No.58705 11 13/1&'UG:118"TP CAP,AIRSPACE,3116"AN,.090"SG,3118"AN 1 5 6' 10 13 14 17 /` •;�'= 12 13/18"UG:1/8"AN CAP,AIRSPACE,1/8"HS,.080'SG.118"HS 5 6 11 13 14 18 GENERAL NOTES..................................1 • l CODE/STANDARDS USED: •4- yo i_ 13 13/16"UG:1/8'TP CAP,AIRSPACE,1/8"HS,.090"SG,1I8'HS 5 6 11 13 14 18 ELEVATIONS..........................................1 S`iryN 14 13116"UG:3118"AN CAP,AIRSPACE, V8°HS,.091Y'SG,1/8"HS 5 6 17 13 14 18 •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION GLASS TYPES TABU=...........................1 - <U` 15 13116"LIG:3116"TP CAP AIRSPACE, 118°HS,.090^SG,116'HS 5 6 11 13 14 18 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION DESIGN PRESSURES...........................2.9 'to op, �� ® •ASTM E1300-09 ANCHOR QUANTITIES..........................10-14 , s (� PVB= RARARAY TROSIF L PVB INTERI ER B K RARAYARARAY ERICAME ,I C. •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS 15-17 '�.,5'/p�pL EN AN=ANNEALED •ALUMINUM DESIGN MANUAL,ADM-2016 EXTRUSION PROFILES........................1B / HS=HEAT-STRENGTHENED •AISI S10D-16 CORNER ASSEMBLY..............:.............19 TP=TEMPERED •AISC 360.16 PARTS LIST.....................I.,....................19 A LYNN MILLER, RE TABLE 2: Glass Type:1 Overall Design Pressure(Ibslfe)for XO&OX Windows Meeting Rail:Standard 1/a"AN GLASS Width .090"PVB 21-1/8"Overall Hgt.1 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 118"AN GLASS 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 65.0 30 24 PRODUCT REVISED 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0B complying with the Florida t112"NOM. Building Code 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -66.0 +65.0 -65.0 E Nowno. 20-0406.04 EXTERIOR Eu iration Date• B/2312023 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 (3-61= +65.0 -65.0 +65.0 - -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 - _ Mlam„pads Produef'Co twl--- _ 6T' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 32 GLASS TYRE 1 A)NO CHANGES THIS 74" +65.0 1 -65.0 1 1 +65.0 1 -65.0 1 +65.0 1 -65.0 1 +65.0 1 -65.0 1 +63.3 1 -63.3 a SHEET. JR-03/11/20 LU Y a 1/8"HS GLASS 3116"AN GLASS m 7.5 8 .090"PVB .- 1/6"HS GLASS 090"PVB N eiW of Q 30 30 3/16"AN GLASS U) m z z o TABLE 3- 24 23 Z IJi. W 12"NOM. 12"NOM. =W n'B 1� Glass Types:2,3,5,6,7 GLASS BITE GLASS BITE U C) d J uMo,O Overall Design Pressure(IbsKe)for XO&OX Windows IXTERIOR EXTERIOR LU z v Q --ON Width Meeting Rail:Standard O w F oM° 21-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 74 74 n� r 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 32 GLASS TYPE 2 32 GLASS TYPE 3 w 0 O 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ® X LUG a 13116"NOM. LLL���..LLL.......13/16"NOM. 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �1- GLASS STACK I I GLASS STACK D: y 18B 4s 61" +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE •090„PVB AIRSPACE 090"PVe. O 2 67" +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2` 1/8-TEMPERED 3/16"aNOR a c GLASS GLASS TP GLASS 1B"AN GLASS 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2` 31 GLASS 74 31WG1- 70-73 w '-60.0 FOR GLASS TYPES 2,3,6&7 J W = Q 0 21 R 1 12'NOM. 1 OR 16 a111 '�sa0 Sava GLASS BITE EXTERIOR EXTERIOR `��1V1111111j1j ' a a pNY LYNN �_ j1 EN 3@OR 33B 3@OR B Q:• ':�� GLASS TYPE 5 GLASS TYPE 6(ANNEALED) = No.58705 GLASS TYPE 7(TEMPERED) NOTES: -)3•'•. .Z,Ll �� 0 F �/ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND 'XNC� •'-FZORIDA.••'•. WINDOWS, THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW ' ��iSt4101VAL.�NG��', 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#5BM TABLE 4: Glass Type:4 13116"NOM. Overall Design Pressure(lbstfe)for XO&OX Windows Meeting Ralf:Standard GLASS STACK Width AIRSPACE .090"PVB 21-1/e"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 83"Overall*Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1!E"AN GLASS 1/6-ANGLASS PRODUCT REVISED 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 74 as complying with the Florida Building Code 3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 NOA-No. 20-0406.04 1®OR 1B 1/2"NOM. Expiration Date 8/23/2023 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE 61_- +65.0 _-80.0. +65.0 -80.0 +65.0 -80.0 +65.0 - -80.0 +65.0 -76.8 EXTERIOR By _ I Mlam ade Produgi trol 67" +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 v- 74" t65.0 80.0 +65.0 80.0 +65.0 �0.0 +65.0 -77.1 +64.9 84.9 ®3 OR 3 70-73 A)NO CHANGES THIS GLASS TYPE 4 SHEEP. s JR-03/11/20 or ]C Q 13116"NOM. j �? •naa GLASS STACK of ino (A 3/16"AN OR AIRSPACE .090"SG >-N e1u0 HS GLASS 118"AN OR .090'SG 3/16"AN OR TP GLASS 3/16'AN GLASS O J o W o 30 HS GLASS 31 74 Z LL Q LU W a-•-1 0J uM 9 23 1W NOM. 1 OR 1 112'NOM. LW-Z 00 Q OMO TABLE 5: GLASS BITE GLASS BITE r LU i^ Glass Types:8 thru 15 EXTERIOR EXTERIOR co Overall Design Pressure(lbs/fe)for XO&OX Windows a a Z M 0, Width Meeting Rail:Standard 74 21-1/8"Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 70-73 ¢ O 32 33 OR 3B p 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 8(ANNEALED) GLASS TYPE 10(ANNEALED) ® ix W 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11(TEMPERED) rde45 3T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 o Ox 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -116.0 +80.0 -110.0 13116"NOM. 13/16"NOM. a o GLASS STACK GLASS STACK 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9• 090"sG z C AIRSPACE AIRSPACE .090"SG w g 67" +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -95.7` 1!8"AN OR 3/16'AN OR =j W 2 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11 D.0 +80.0 -90.0' TP GLASS Ira^HS GLASS TP GLASS l6°HS GLASS as •�s❑a0 sauas '-110.0 FOR GLASSTYPES 9,12,13.14&15 31 74 31 74 `\1111LIIrrr///' 27 OR 1B tl2"NOM. �OR 1 1WNOM. LYNN27i�,'�. GLASS TYPES B-15 GLASS BITE GLASS BITE ����.•'•L.LCEN,gF'•,C� FJ(TERIOR EXTERIOR Q•;' ' MAY NOT BE USED No.58705 WITH INTEGRAL FIN a a •FRAMES - - NOTES: ®OR 3B 70-73 33 OR 3 70 73 i •_ VR-0 44/_1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND GLASS TYPE 12(ANNEALED) GLASS TYPE 14.(ANNEALED) O, ;C(/� EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN �i C� •'•P40RIDP,.•' THE TABLE To DETERMINE THE WINDOW SIZE. GLASS TYPE 13(TEMPERED) GLASS TYPE 15(TEMPERED) �''�`S/OIVAt ENG��• 1111 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE, A LYNN MILLER,P.E. P.E#58705 TABLE 6: Overall Design Pressure(Ibslf )forXO$OX Windows Glass Types:8 thril 15 Width Meeting Rail:Heavy-Duty 21-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 1 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 PRODUCT REVISED as lyi 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 Building CCodeWith the Florida 3T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 NOA-Ho. 20-0406.04 x ra 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 E I lion Date• 8/23/2023 --- -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 mram pade Produ.*co`froI-- - 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -109.8* GLASS TYPES 8-15 'MAY NOT BE USED A)NO CHANGES THIS 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8* WITH INTEGRAL FIN SHEEP. *-110.0 FOR GLASS TYPES 0-13&15 0 FRAMES JR-03/11/20 13/16"NOM. 13/16"NOM, 13/16"NOM. GLASS STACK GLASS STACK GLASS STACK .000"SG .090"SG W y Q 3118"AN OR AIRSPACE AIRSPACE AIRSPACE 000"SG � M HIS GLASS 1/8"ANOR 118"AN OR 3/16"ANOR 0_' .090"SG 3/16"AN OR TP GLASS 3/16"AN GLASS TP GLASS 1!8"HS GLASS TP GLASS /8°HS GLASS 10 q N 30 HS GLASS 31KGL-ASS 31 74 31 74 �N slop of 23 -L 1�pR 11®OR 1B 1®OR 1 O a W 1!2"NOM. 12'NOM. 12"NOM. LL GLASS BITE' GLASS BITE GLASS BITEuEXTERIOR 74T REXT R EXT R W Z ter' oWco 70-73 70-73 z 32 33 OR B ®OR 33B 33 OR 3B Z.� it y GLASS TYPE 8 GLASS TYPE 10(ANNEALED) GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) m LL GLASS TYPE 9 GLASS TYPE 11(TEMPERED) GLASS TYPE 13(TEMPERED) GLASS TYPE 16(TEMPERED) 0 F O � d ® � r j 4 g O0 cf) iBa45 W Gam. Qo z z LU a: J W S Q Bill 'osep 6BfJB5 ()NY L) \�P��•.•' \,ICC--NSF����� No.58705 NOTES: lS AT �O '•�1�� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG !0T OF WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THETABLE �'y. TO DETERMINE THE WINDOW SIZE. ///l//NAL.f I l\\\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,RE P.E#58705 ' TABLE 7: Overall Sash Sash Design Pressure ibsife for XOX Windows Glass Types: 1,4,5 Width 9 Meeting Rail:Standard 1/8"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. oso•Pve 178"AN GLASS Ya-1/z-% 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 30 � PRODUCT REVISED %3-Y3 1/3 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 24 as complying with the Florida 41/2"NOM. Building Code 1/a-1/�/a 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 GLASS BITE NoA-No. 20-0406.04 49„ EXTERIOR Ex (ration pate: 6/23/2023 1/3-1/1% 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 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 - - %a--1/z�/a - 53-1/6" Mi.. ad.Produe�t'Co trot 1/3 1/3-% 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 32 GLASS TYPE 1 1 1 1 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 A)NO CHANGES THIS 61" o SHEET. 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 13l16"NOM. %1/2-1/q 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 -GLASS STACK JR-03/11/20 76" custom 20.053-22.185 +60.0 760.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 AIRSPACE .090"PVB Y3-1/3 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 11W AN G ira^AN GLASS 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 31 74 > •"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 Q o vOi 1/3 1�1/3 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®0R 1 GLASS BBRE 0 N °7°0 � o %4%1/a - -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 0`�' 0 W o IL 0 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 2 w fO e 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 7a73 � .d J M„s 1 1 t « 133 OR 3 GLASS TYPE 4 IW-W FQ- sma /a-�-/a 28.302 +60,0 60.0 +60.0 60.0 +60.0 60.0 +58.2 �8.2 +53.9 53.9 +48.7 -08.7 n w 109" custom 28.303-29.185 +60.0 -60.0 +60.0 60.0 +B0.0 -60.0 +60.0 -65 +59.8 -59.8 +51.3 -51,3 z of CO 0) 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.b 13116'NOM. J GLASS STACK J 129' 1 a-12-/4 -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 aso'PVB 0 I_LIJ 'o OVERALL WIDTH-57,924 AIRSPACE ® IJ 0: •'MIN.SASH WIDTH(FLANGE WINDOWS?= 2 AAG18'AN 2 rn 7-545 OVERALL WIDTH-50,924 LASS Z O rn •`MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= 2 74 F = 111 � a Io 1®ORV2"NOM.GLASS BnE 12EXT W 11, a7a73oR �v�`��ptsY•LYN,y `�P��•. �{CENSF•.���� *: No.58705 ' NOTES: ��C'�. S'T F 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN,FOR INTEGRAL FINAND %�s•'•:c�ORI. EQUAL-LEG WINDOWS,SUBTRACT I•FROM THE TIP TO TIP DIMENSION IN ��'�iS7ONAL THE TABLE TO DETERMINE THE WINDOW SIZE. �r 11111 11 l I�� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.Ep 58M TABLE 8: Sash Glass Types:2,,3 Overall Sash Width Design Pressure(Ibs/f )forXOXwndows Meeting Rail:Standard o9o°Pve 1/6•HSGIAss Width Configuration Range(in) 21-118"Overall Hgt. 29'Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 1/8"HS GLASS 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 30 E1/2-1/4 PRODUCT REVISED 44" ;R111 as comp ine with the Florida 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 1/2"NOM. Building ode12.038-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0Goss BrrE Non-No. 2 8/2312.04 49" EXT Ex Iratlon Date: 8123/2023 13.303-16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 74q212.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 Mlam ode Produ "-" �t�ol 53-1/e" 2 GLASS TYPE 2 1/3-1/3 1/ 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 1 •80.0 A)NO CHANGES THIS -1/2-1� 12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 o SHEET. 61 �41/3-�/�i� 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 -60.0 3116'AN GLASS JR-03/11/20 1/a-'/2-1/n 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 .000"PVa 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 03/16"AN GLASS ao Y w %-%3-% 22.188-25.675 +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 �' > 5 •��a - GLASSS BRIT 24.082 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1l2" r �4 1/2 B S. co �-ti a=ap O 92-1/8" custom 24.083-26.185 +65.0 80.0 +65.0 8D.0 +85.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80,0 EXTERIOR 0 A z z %3 J/3-13 26.186-31.048 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 74 O-j o z ti Yq_YY'1� "` -25.302 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 32 GLASS TYPE 3 U LU Lu d aMa n 97" custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 F-w 27.186-32.675 +65.0 -80.0 +65.0 -80.0 +85.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 C` z oZ z -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 Co 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 J w Jo 10 Co 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 -80.0 ® w 1/3 1/3 1/3 w W 1/4-Y?/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 Z y =Bays 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 -80.0 O = 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 - 0.0 +65.0 -80.0 z z 1/4 1/Z 1/a •• -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 Icustom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 1 +65.0 80.0 ¢ p T custom 33.186-38.222 +65.0 80.0 +65,0 RO +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 a=iu 'aao saNas `•MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 ``���Y•LYNN MIN.SASH WIDTH(FIN B EQUAL4EG WINDOWS)=OVERALL WIDTH-57.556 ��.•' UO�NS�c'•%��' 2 No.58705 •� --0 NOTES: .��o <C/�� STATE F 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND '���•'•F�ORIDP,,•' �C EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN YpNA� THE TABLE TO DETERMINE THE WINDOW SIZE ' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYP.EBNN MILLER,P.E. 68705 TABLE 9: Sash Glass Types:6,7 Overall Sash Width Design Pressure(ibs/fe)for XOX Windows Meeting Rail:Standard 13/16"NOM. Width Configuration GLASS STACK Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 12.038- 3/1cANOR PRODUCT REVISED 12.052 +65.0 -80.0 +65.0 -80.6 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE 090 PVB „� 1/3 1/3 Y3 12.053-15,008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 TP Guess tre'AN GLASS as Building ding Cing with the Florida Coda 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" 1/a 1/ 1/a Ex iratlon Dato• 8123/2023 1/3-1/3-1/3 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 1 OR 1B 1n•NOM. GLASS BITE ey: _-- _-- Ya 1/z Ya 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 Mlam ado Produwcll trol 53 1/8" 1/3 J/J/3 14.334-18.050 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 �0.0 +65.0 $0.0 +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" 1/4-1/z 1/a 9®DR 3B R 1/3 Y3-Y3 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) z JR-03/11/20 1/4_1/-/a 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 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 m Ygn Q 1/3%3 1/3 22.186-25.675 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 > m S •noa 1 1 1 *� A +65.0 -67.5B m O /a-/a-/a 24.082 +85.0 80.0 +65.0 80.0 +65.0 50.0 +65.0 80.0 +65.0 -74.1 P 0 a>o0 of Q 92-1/8" custom 24.063-26.185 +65.0 80.0 +85.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 O N Co O 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +85.0 $0.0 +65.0 -80.0 +65.p, -80.0 +65.0 -80.0 Z-1 w 1/4_1/2%4 `• -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 _74.1A +65.0 -67.5 U J uMaB 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 w 1/-/-/3 27.166-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 a> d z 1 1 1 " -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 � U, /4-/2-/4 109" 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 ¢ w O 0 0 Y3 y3-1/3 30.186-36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -75.8 li � w -1/Y4 -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _80.0 +65.0 -74.1A +65.0 67.5E 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 +66.0 -80.0 +65.0 -70,6 F = coLLI 1/,-y3 y3 33.186-38.222 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 � a o Ya-Y2-1/a -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 w r 120" custom 31.053-33.185 +65.0 -8 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 O =0.0 custom 33.186-38.222 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 1 +65.0 1. B0.0 +65.0 -80.0 1 +65.0 -71.3 a111 •�sa0 aquas "MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL .0 FOR GLASS TYPE 7 ZD�-58.556 k80.0 FOR GLASS TYPE ��``�ONYIL1'!4N MIN.SASH WIDTH(FIN B EQUAL-LEG WINDOWS)=O��LL WIDE-57.5�2D�-57.5� ;�\ '��•' 1,ICEN ��C 2P No.58705 G _ NOTES: ••, ' 1 OVERALL P TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND E TIP TO TIP DIMENSION IN �� '4 RI 'I u.•(V��� EQUAL-LEG WINDOWS,SUBTRACT 1'FROM THE TABLE TO DETERMINE THE WINDOW SIZE. ' S'170NAL �/l11111111 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E#68705 TABLE 10: Overall Sash Sash Design Pressure(Ibs/ft2 for XOX Windows Glass Types:8,10,11 Width g Meeting Rail: Standard 3116'AN GLASS Width Configuretion Range(in) 21-118"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. .090 SG- 30 3/1LASS �/4_�/-/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 PRODUCT REVISED " ��-'I/3�/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 112°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 Gu`�BITE Ex I No. 20-0406.04 49" /4�/2 �/4 EXTERIOR Ex rralion Date: 8123/2023 y3�/3 1/9 13.303-16.675 +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: GGLLd �/4 y2-y4 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 ade Product'Co trot 53 1/6" 1 1 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 8 14.334-18.050 +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 -110.0 o SHEET. '/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 13/16"NOM. JR-03/11/20 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 99.2 _ GLASS STACK AIRSPACE .090"SG 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 m ¢ �/3�/3 y3 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 3116°AN GLASS 1/8"AN OR > M .naa +/4_+/2 y " -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 p Co o r 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 0 N aioo tr p 1 R 1B 1WNOM. O Z Z �/3-�/3�/3 26.166-31.048 +80.0 110.0 +80.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 EXTERIOR GLASS BITE O LL oo w o d ti Yq_1/a y4 " -25.302 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 (1-I V�w-o " ev 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 Iw-W F - �/a-�/a--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 33 oR 3 > 0) GLASS TYPE 10(ANNEALED) z z �/4-Y�/4 " -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90,5 GLASS TYPE 11(TEMPERED) w w - 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 JO H U_ �/3-y3-/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 -92.9 0 W w co y,-y y4 " -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 z w iaays 113-5/8" custom 29.464-33,185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 408.5 +80.0 -94.1 GLASS TYPES 8-15 Q = � a �/ �/ 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.D +80.0 -110.0 +80.0 -110.0 +80.0 .92.3 'MAY NOT G USED ? d o /3- 3� 3 WITH INTEGRAL FIN y y2 9/4 •+ -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 FRAMES M N 120" 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 of < w = custom 33.186-38.222 +80.0 -110.0 +SO.D -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -90.6 aiil osa0 sauas MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL OTH 58.55658.556 LYNIV�� ----- OVERALL WIDTH-57.556 -------- - . '�_O•LCEN /' "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= 2 . .: No.58705 7 " ; NOTES: %0 STATE OF (V�� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG '�CCS•'•:c10R{Oi`.•''���: WINDOWS,SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 10NAL 1/1111 I 1111\\\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.E.0 58705 TABLE 11: Sash Glass Types:9,12,13,14,15 Overall Sash Width Design Pressure(ibs/fe)for Windows Meeting Rail:Standard 3/16"HSGLASS Width Configuration 090"SG Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 3116"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 1n"NOM. Building Code GLASS BITE NOA-No. 20-0406.04 49" 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 EXTERIOR Ex Iration Date• 8/23/2023 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 1 +80.0 -110.0 a By: 74 Yq_1�2 1�q 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 Mram pad.ProduoCCo trot 53-1/8" GLASS TYPE 9 Y3 1�3�Y3 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 -110.0 SHEET. 61" lf�� 13/16"NOM. 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 GLASS STACK JR-03/11/20 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 •090"SG 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 1/8"AN OR 00 TP GLASS 1/B"HS GLASS `- Y %J�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 > m � •"aa %-1�2 11 •• -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 N Flop 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 1tOR 1B 1/2"NOM. (DN WGLASS BITE O m 1n Z 26.1B6-31,048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 TERIOR o LU o Z LL C) 1/4 y2:-1�q `• -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" � x uj(D J 9 U LU 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 -110.0 3®OR 3B 70-73 z ¢ Maoa 1/3 1�3 7�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 GLASS TYPE 12(ANNEALED) >r Z �q_�2 1�q •' -28.302 +80.0 A 10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' GLASS TYPE TYPE 13�EMPERED) Z W m rn 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 O Q O %y3 J13 30.186-36.675 +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 Lu w 1 1 1 •• -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• 13/16"NOM. ® D' � lFF4S �2'I4 GLASS STACK- 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 o = w AIRSPACE .090",SG F R G 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 -110.0 3/16"AN OR / 1/8"HS GLASS Z Z •• -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -106.7" TP GLASS w g c9 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 31 C112"NOM. ¢ o = custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -710.0 +80.0 -110.0 +80.0 -110.0 �OR 1 SASH WIDTH(FLANGE WINDOWS)= OVERALL�D�-58,55658,556 -110.0 FOR GLASS TYPES B,12,13&15 EXTERIOR \�\pNY LYNNOO�p�-57.65957.658MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= 2 GLASS TYPES 8-16 30OR 3 No.58705 MAY NOT BE USED WITH INTEGRAL FIN GLASS TYPE 14(ANNEALED) -D G _ NOTES: •FRAMES GLASS TYPE TYPE 15�EMPERED) =73 '•. �0 .• TATEOF (V 1)OVERALL(rIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG i(�s''•14oRIDP,.•'• WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ///r l/OIVAL l i l l 111 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,RE P.E#68705 TABLE 12: Glass Types: 1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Anchor Quantities for XO&OX Windows Meeting Rail:Standard Overall 21-1/8"Overall Hgt. 3T'Overall Hgt. I 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Width .n n a a 12wC3R121141 Head&Sill E Head&Sill E Head&Sill Head&Sill ' Head&Sill ' PRODUCT REVISED as complying with the Florida 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 NOA-N1 gog code 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 CLUSTER OF 3 NOA No. 20 0406.04 2ANCHORS ANCHORS 4ANCHORS Ex Iratlon Date• 8/23/2023 ATTHE CENTERED AT THE 2ANCHORS AT IN THE 3T' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 THEFU(EDLRE ey GLl SASH MEETING RAIL ,IAMB 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Mlam pade Producr" trol 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 23"MAX. C. A)NO CHANGES THIS 6T' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+q+1' 3 MAX. SHEET. 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 ---, r- ---, "1+C2+1 FOR GLASS TYPES 1,4&5 E71E --- e^Max. � JR-03/11/20 TABLE 13: AX.O.Glass Types:8 thru 15 Anchor Quantities for XO&OX Windows NG RAIL > g m Meeting Rail:Standard REPEAT ANCHOR PATTERN AT SILL O o 0 A0a Overall 21-1/8"Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Width } )-00 O a a a E C7N O Head&Sill ' Head&Sill Head&Sill Head&Sill ' Head&Sill ' O CO zo 12"MAx.D.C. --�•�----� 6"MAX.O.Q. '-�'I I~ O W I I ZU- � v r 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 x ui AB r� 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 w U 00 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 /// /// �// n W Z sxa 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 o Z �- W rn 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+q+1 3 1+C3+1 3 o F O 6T' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2-ANCHOR 3-ANCHOR m IY 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 ® � z O Q 4"MAX.O.C. —y I-�--• F TABLE 14: O O Anchor Quantities for XO&OX Windows Glass Types:6 thru 15 Z a Meeting Rail:Heavy-Duty w U Ov erall l 21-1/8"Overall Hgt. 3T'Overall Hgt. 49"Overall HgL 55"O4erall Hgt. 63"Overall Hgt. 76"Overall Hgt. /// �j Q Q = / ai1� ase0 saua5 Head&Sill E Head&Sill Head&Sill w Head&Sill m Head&Sill Head&Sill ---- --- 20'- -1+C2+1- 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 ¢ 25" 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 31 1+C2+1 4 4ANCHOR �`�<,.' �cenisF •,l����- - 3T' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+q+1 4 CLUSTER DETAIL �� No.58705 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+q+1 31 1+q+1 4 61" 1+C2+1 2 *2+C2+2 2 1+C2+1 3 1+q+1 3 1+C3+1 3 1+C4+1 4 NOTES: A vl Z'L'D 1z 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG TE F 6T' 1+C!+1 2 2 2+C2+2 3 Z+q+2 3 2+q+2 3 2+C4+2 ¢ WINDOWS,SUBTRACT I"FROM THE TIPTO TIP DIMENSION IN THETABLE /�s ''c.oRIDP,.•'G���� 76" 2+C2+2 2 2 2+q+2 3 2+C3+2 3 2+q+2 4 2+C4+2 5 TODETERMINETHEWINDOWSIZE. ����S�ONAL���`� i I I I 1 I I1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 0.LYNN MILLER,P.E. P.E.#58705 -- --------- -- ----- -- - -- -- ---- -- --- - - - - - -- -- --- - Anchor QuantitiesGlass Types:1,4,6 for XOX Windows Meeting Ras:Standard Overall Sash Sash 12"MAX O.C. Width Configuration Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Range on) a a M:Fd a =Head& Head&Sill ' Head&Sill ' Head&Sill &Sill ' ' Head&Sill /4-%-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 PRODUCT REVISED // �j� Bufido p=g with the Florida 1J�3��a--�a 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 PI+C2+l+C2+1 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 g NOA No. 2Q0406.04 49„ q- p- q 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+7 2 1+C2+1+C2+1 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ex Iration Date• 8/23/2023 �3 13,303-16.675 1+C2+1+C2+1 2 1+(�+1+C2+1 2 1+C2+1+C2+1 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1 2-ANCHOR er 53 1l8" a 12.D38-14.333 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Miam ads Produe}Co trot 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 +1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 CLUSTER DETAIL 1/q-%% 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 A)NO CHANGES THIS 61 I SHEET. �3-�3-�3 18.303-20,675 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 Ya-%z-1�a 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' '9 JR-03/11/20 76" custom 120.053-2.2.185 1+C2+1+C2+1 21 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 Yb Y3-13 172.186-26.675 1+C2+1+C2+1 21 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 �a �' -24.062 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 Ul o 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+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 > 'A°a 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 0 13�3 y3 N aia0 Y Y2% " -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 M ix Z Z 9T' 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 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 =tlj' �s rz 1/-Y2% -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 m oxa,0 109" 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 N W �. F¢- or4a o ti z 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 fY w 120" �4-1�2�I4 " -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-67 924 O Fmm O LL MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-s 924 m a 2 GUIDE TO USING z Iaays ANCHOR QUANTITY 1✓tC 3++C 41113 o z � TABLES FOR XOX O Cg WINDOWS: z a w g U CLUSTEROF2 CLUSTEROF2 3ANCHOS ccJ Z S ANCHORS ANCHORS R ¢ Q 1 ANCHOR AT CENTEREDATTHE CENTEREDATTHE IN THE al7Il rosa0 uua8 THE SASH 3 ANCHORS AT JAMB MEETING RAIL MEETING RAIL --" THE FIXED LITE -- ------- - -- - '----- 22-12"MAX.O.C. 1 ANCHOR AT 9"MAX. -�+-- 12"MAX.O.C. THE SASH - - - - ---- �� �ICENS• 2�Q ':- --- 1 l 14 f"- f- '�r:• No.56705 9"MAX. 7 NOTES: X O X "O 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG I T FS r TErF� �:�<(/ WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THE TABLE MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ��C�S•'•.tORIDN,.•''�2\� TO DETERMINE THE WINDOW SIZE. S�()NAL i0,0% 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE, A LYNN MILLER,P.E. REA 68705 — -- ---TABLE 16:--- - - - - - - -- --- ---- - -- ----- ---- ---- - -- - - -- - Sash Anchor Quantities for XOX Windows Glass Types:2,3,6,7 Meeting Rail:Standard Overall Sash Width 21-118"Overall Hgt 29"Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"overall Hgt. 12"MAX.O.C. Width Configuration Range(n) a a a a a a Head&Sill Head&Sill Head&Sill Head 8 Sill Head&SIII Head&Sill E . 38-12.052 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 120 // as complying with the Florida / Cal 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- o d/ NOA-No. 20-0408.04 i2038-13.302 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 (ratio�Pwd.uql."tral 023 49„ 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 BY' 1 1 1 12.038-14.333 1+C2+i+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 Miam pa 53-1/8" /a-�-/a 1/3-Y3-Y3 14.334-18.050 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1131 CLUSTER DETAIL A)NO CHANGES THIS 112.038-16.302 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+i+C2+1 3 1+C2+1+C2+1 3 SHEET. 61" 1/4 1/2-1/46"MAX.O.C. —� 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 JR-03/11/20 %%Z Y4 12038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 21 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 i+C2+1+C2+1 3 1+C2+1+C2+1 3 m 1/?/3-Y3 22.1B6-25.676 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+02+1+C2+1 31 i+C2+1+C2+1 3 / / W o a -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 O naa 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+i 3 "�° co}� Q 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 OO N 3-ANCHOR ,. z o - -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 u- w CLUSTER DETAIL z-1 m d Lu 97" custom 25,303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 x W J e 1/3-Y3;/3 27.186-32.675 i+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 w Z 000' _3 'rN LU JM0 1/%Y4 -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 >V 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+C2+3+C2+1 3 1+C3+3+C3+1 3 o Z S OfWLU rn 1/3-Y3 130.186-36.675 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 J iii w 1/j/Z% 29.463 1+C2+3+02+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 i+C3+3+C3+1 3 0 113-5/8" custom 29,464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 3 1+C3+3+C3+1 3 GUIDE TO USING ANCHOR QUANTITY ® � ni 1/-%% 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 TABLES FOR XOX WINDOWS: p Q Trays Y4_1/%4 -31.052 i+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 0 o 120" custom 31,053-33.185 1+C2+3+C2+1 2 i+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 5 +TC TiC 1 y 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 1 43 W1 13 zS _5 O= "MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 a: ¢ z = "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 rlT1 •�sa°saueg 2 CLUSTER OF CLUSTER OF2 3ANCHORS ANCHORS ANCHORS IN THE �11111IIr _ IANCHOR AT CENTEREDATTHE CENTERED AT THE `�ANY LYNN THE SASH 3ANCHORS AT JAMB �� ---- - MEETING RAIL THE FIXED LITE MEETING RAIL .-.... 2' i 22-12"MAX.O.C. - - 1ANCHOR ��.•''LIGEN,gF••%� 9"MAX. _ - r 2"MAX D.C. , THE SASH No.58705 NOTES: I -0 :✓, 9"MAX. `7 pl b 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O X O�•. TATO `.��/� WINDOWS,SUBTRACT V FROM THE TIP TO TIP DIMENSION IN THE TABLE / (N '•.;°<ORIDI*.•'' �_�� TO DETERMINE THE WINDOW SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL i�ONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE, ' I T I I I I I A-LYNN MILLER,P.S. P.E.058705 --TABLE 17: - -- - '- - - - ' -- _. -- - -- - - - --- --- --- - -- - ---- - - -- - -- ... Anchor Quantities for XOX Windows Glass Types:8,10,11 Overall Sash Sash Meeting Rail:Standard Width 21-118"Overall Hgt. W1 Overall Hgt. 55 3T'Overall Hgt. 49"Overall Hgt. 'Overall Hgt. 63"Overall Hgt. 12^MAX.D.C. -I�► Width Configuration Range On) a a a a a o Head&Sill Head&Sill E Head&Sill Head&Sill Head&Slll E Head&Sill E PRODUCT REVISED a_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 �I/ as complying with the Florida 44�' / 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-No. 20-0406.04 1/a.. y� 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 iration Date• B/23/2023 qg". 1/3-%/ 1/ 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; 2-ANCHOR Miam. ads Product'Co rol 1/-/i/4 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 7+C2+1+C2+1 3 CLUSTER DETAIL 531/8" 1/3-1/3-1/3 A) CHANGES THIS 14.334-18.D50 1+C2+1+C2+1 2 1+CZ+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 ii SHEET. 1/4-1/2-1/4 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 6"MAX.D.C. --►I 'a 61 1 1 1 JR-03/11/20 3-/3 16.303-20.67E 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 1/:/1/ 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 21 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 / UJ 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/ j M ."aa �a-1/rY " 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 p c y 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+C3+2+C3+1 3 1+C3+2+C3+1 3 N °1°c 1 O 1/3-1/3-1/ 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 03 o Z o Lu -26.302 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+03+1 3 CLUSTER DETAIL z LLC3 97" custom 25.303-27.185 1+C2+2+C2+1 21 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 W U Co uxo a ° 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 W i<- ,Ma �/�/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 Z W co N 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 r W W 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 Q F O Ya-1/1/4 '• -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+C3+3+C3+1 3 m > C., 1135/8" 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 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: # ix z is°vs 33.18E-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+03+3+C9+2 3 2+C3+2+C3+2 3 o O j %?/?/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 2 Z) x Qo 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+1 131 1+C3+4+C3+1 131 1+C3+3+C3+1 3 1 wC 3✓FC2411 13 i y z O 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+C3+3+C3+2 3 2+C3+3+C3+2 3 W j Z 2 '•MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-68.556 ¢ Q 2L apLt rosa0 s-us OVERALL MOTH-67.556 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ••MIN.SASH WIDTH(EQUALrLEG WINDOWS)= 2 CENANCHORTTHE ANCHDRS IN THE \ v�1NY'LYNiri 1 ANCHOR AT CENTERED AT THE \� THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB \\ �O••„•. !�/� THE FIXED LITE ;P��,.•• LICENSE'•%� 22-10MAX.O.C. 1ANCHOR AT g•MAX 12"MAX O.C. THE SASH =1¢; No.58705 NOTES: I --1 --_-� ---- r- - r- ,9"MAX. �O'•:� s�r7/"OF ra ; 1)OVERALL TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X 0 X ��C� •'•F�OrfDP•••'•_��� WINDOWS,SUBTRACT 1-FROM THE TIP TO TIP DIMENSION IN THE TABLE / ASS, G� TO DETERMINE THE WINDOW SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ''i/�NA1100% ` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. A LYNN MILLER,P.E. P.E.#587a5 ----TABLEIB:-`--'----- - - -- --- - -- - - - ---- --- - -- - ----- ----- ----- - - - --- - -------`-- ----72"MAX.O.C. -{•�--�J ---- ----- ' --- -- Glass Types:9,12,13,14,15 Sash Anchor Quantities for XOX Windows Meeting Rail:Standard Overall Sash Width 21A/8"Overall Hgt. 29"Overall Hgt. Sr Overall Hgt. 49"Overall Hgt. 56"Overall Hgt. 63"Overall Hgt. Width Configuration Range(in) a a a a M Head&SIII W Head&Sill E. Head&Sill EHead&Sill E Head&Sill E Head&Sill E PRODUCT REVISED 1/q_/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 as complying with the Florida 44" Building Code 1/3--1/3-1/3 12.053-15.008 1+02+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 2-ANCHOR ra 49" /q-�-/q 12.036-13.302 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+1tC2+1 3 Fx i tion Date- 8/23/2023 CLUSTER DETAIL %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 Br- Mlam ade Pioduc�YC trol %%Z�/4 12.038-14.333 1tC2+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 53-1/8" 6"MAX.O.C. 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 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 g SHEET. 1/3 t/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 31 1+C2+1+C2+1 31 1+C3+1+C3+1 3 / a JR-03/11/20 %q-/%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+03+2+C3+1 3 � Y Q %3 I/r�/a 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 UJ '- M � •naa 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 o 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 CLUSTER DETAIL >_LID also 0 1/3 J/,% 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 O A CO Z Z o Y 1/Z 1/ 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,O.C. -� f+ Z t iLIJ 97" custom 25,303-27.186 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 x W d Moc n /3-/3 J N 1 1 %3 27.186-32.676 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 H Z v Q sMc %2%q •• -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 // o> d 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+C4+3+C4+1 3 // j/ Z W rn LL 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 J C Ya-Y2-Y4 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 v 113518" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 4-ANCHOR 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 CLUSTER DETAIL z p z¢ iaays t/4-%-/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+G3+4+C3+1 3 1+C4+4+C4+1 3 F = Z) v o 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+C4+4+C4+1 3 Z af Iz 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+C3+3+C3+2 3 2+C4+3+C4+2 4 111IC 31i+C 10113 X "MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58,556 J Z 2 2 Q Q MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL]MOTH GUIDE TO USING a1,1 naa sauas 2 ANCHOR QUANTITY CLUSTER OF CLUSTER OF 3 ANCHORS TABLES FOR XOX ANCHORS ANCHORS . ----- ----.--- 1IVINDOVVS: 1THESASHT CENTEREDATTHE 3ANCHORSAT CENTEREDATTHE Ins_ _ ,.� pNY,�YNN,���..i - MEETING RAIL MEETING RAIL THE FO(E VGENSF•••(( 22-1/2"MAX.O.C. 1 ANCHOR AT P' F� 9"MAX. 12"MAX O.C. THE SASH - No.58705 , - O .✓`�/ _ NOTES: I _ ___1 __ - r- (- "l ••, [_ Z :•Q; 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG - - - ---- - - 9„MAX. %O,p••.• 51)E OF Q (V4tj` WINDOWS,SUBTRACT 1-FROM THE TIP TO TIP DIMENSION IN THE TABLE X O X � ••'<ORIDi;,.•'• TO DETERMINE THE WINDOW SIZE. / •"" "'i'7ONAL ENG�`• 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 1011111 A LYNN MILLER,P.E. P.E.0 58705 --- ---- -- - - -- - - - - - --- - - -- -- --- - - - -- -- - -- -- ------- ---- --- - -- - - - ---- --- - ------ - - - --- ------ -- -- -------- ------ -- ---- -- 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 CONCRETE/CMU. INTO CONCRETEICMU.SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM SEE TABLE 114°MAX.SHIM EDGE DISTANCE EMBEDMENT EMBEDMENT T NOTE B,FOR 4 HEAD TYPE SASH VISIBLE 4 1/4^MAX. �''e LIGHTWIDTH 12 ., PRODUCT REVISED SHIM EMBEDMENT EDGE EDGE as complying with the Flarida DISTANCE "• ••i 17. , •> DISTANCE Building Code 35 NOA-No. 20-0406.04 Ex Iratlon Date 8/23/2023 TYR ANCHORTYPE, FIXED VISIBLE EMBEDMENT AND EDGE i LIGHTWIDTH Br DISTANCE PER SUBSTRATE, (•' Miam)lade Produ trol SEE TABLE 19. A)REVISED ANCHOR 12"•LENGTH,CENTERED 63 EXTERIOR 1 20 gBOVE SASH is TYPE TABLE. 16 14 15 JR-03/11/20 P.ANCHOR TYPE, TYP.ANCHO\D7 EMBEOMENTAN EMBEDMENT AND EDGE OVERALL WIDTH DISTAN DISTANCE PER SUBSTRATE,SEE TABLE 19 o0 SUBSTRATE,SEE TABLE 19 &NOTE B FOR HEAD TYPE. W r rq Q &NOTE B FOR HEAD TYPE HORIZONTAL SECTION A-A > m (SHOWN WITH I.G.GLAZING) m O ^� O o U VISIBLE LIGHT 11 1/4"MAX.SHIM 0 soatf aIDO O OVERALL HEIGHT OJ M Cn Z HEIGHT 52 4 INSTALLATION O t; o w OPTION 4 =Uj m e I; ANCHOREDTHROUGH U U c6 J uxvd 51 50 FRAME INTO METAL 50 r •a z TYRANCHORTYPE, o z 13 EMBEDMENTANDEDGE (); 10 40 50 EXTERIOR PER SUBSTTRAIE,ANCE U.1 W LL O (9 O SEE TABLE 19. z 19 ,a g ® rn IV 14 15 MIAMI-DADE APPROVED MULLION,FSC LL 7 COMPLIANTALUMINUMISTEEL FRAMING z Q Z iaay5 OR STEEL STUD.MAY BE VERTICAL OR 6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE F O AT MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 19. 5 ~e� C ANCHORED WITH(4) 18 TABLE 19: W Min.Ed SCREWS,(Pp 60). 7 F ONLY REQUIRED IF NOTES: Q Z 36 OVERALL HEIGHT IS Anchor Substrate 9e Min. OVER63". 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON Distance EmbedmentLL apt roseQ sauag TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTAt•JCE UMRS. Southern Pine(SG=0.55) 9116" 1-3/8" #12 Steel, A)MIN.OF 3 THREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Aluminum,6o63-T5 min. 3I8' 0.0w, BEYOND THE METAL OF THE WINDOW 18-8 or 410 ,•: SS Screw A38Steel 3/9' 0.DSW SUBSTRATE. __ _ ��� NY LYMI- 1/4"MAX '• EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE, Steel Stud,Or.33 min. 316^ 0.045"(1BGe) B)USE ONLY FLATHEAD :`��?O�ICErySF 19.ALL WOOD BUCKS LESS THAN 1-1h"THICK ARE TO BE Concrete(min.3.35 ksf 1" 1314" SHIM ••*• °;;q,••� '•'4' 1/4"410 SS ) ANCHORS IN HEAD AND P�• ' EXTERIOR CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE CreleFlex Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4° SILL.PAtJIHEXIFLAT HEAD No.58705 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. Southem Pine(SG=0.55) 1" 1.3/8" TYPE IS ALLOWABLE FOR • • WOOD BUCKS DEPICTED AS 2X ARE 1-112°T HICK OR GREATER,1X Concrete(min.2.85 ksi 1" 1.318" ANCHORS IN THE JAMBS. _ •• *_ GE ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY ) - = TY� U It Steel DISTANCEDISTANCE AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Ungrouted CMU,(ASTM C30) 2-112" 1-1/4" •: ,Z D �� DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Ultracon -Southem Pine(SG=0.55) 1" 1-3/8" C)°UNGROUTED CMU" �O�•. Tq�',�: INSTALLATION OPTION SEE TABLE 19. OR ARCHITECT OF RECORDANCHOREDTHROUGHFRAME . VALUES MAY BE USED FOR F<D CMUORIDP,.•'' l��\ DIRECTLY INTO CONCRETEICMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Ultrecon+ UngmutedtCMUn(ASTM sC-90) 1 1/2" 1-�4" APPLIGROCATIONS. ��"",/�O/Vq�0,1`�� VERTICAL SECTION B-B DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING, Southern Pine(SG=0.55) 1" 1.3/V' //!11 I I I I I I t A LYNN MILLER,P.E. P.E#582 - - - - - - -- - - 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 CONCREfEICMU. INTO CONCRETEICMU.SEE NOTE 2,THIS SHEET. EDGE DISTANCE EMBEDMENT �+— 114"MAX.SHIM 1/4"MAX.SHIM "• 8 EMBEDMENT SASH VISIBLE 12 1/4"Max. %'^ .b', LIGHT WIDTH PRODUCT REVISED SHIM EMBEDMENT EDGE •'•P`'" EDGE as compl lus with the Florida DISTANCE 17 Building Code DISTANCE 35 J.• NOA No. 20-0408.04 Bn Iration Date• 8/23/2023 TYP.ANCHOR TYPE, FIXED VISIBLE EMBEDMENTAND EDGE LIGHT WIDTH By: DISTANCE PER SUBSTRATE, Mlam pade Produc"O trol SEE TABLE 20. • 83 EXTERIOR TYPE REVISED ANCHOR 3 12"LENGTH,CENTERED TYPE TABLE. 20 ABOVE.SASH °. ;• ;. 18 14 15 L--j JR-03/11/20 TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 1 BUCK WIDTH EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE,SEE TABLE 20 SUBSTRATE,SEE TABLE 20 LU Q &NOTE B FOR HEAD TYPE, HORIZONTAL SECTION A-A &NOTE B FOR HEAD TYPE. (SHOWN WITH I.G.GLAZING) Of VISIBLE >-r aIW OLIGHT `- BUCK Of HEIGHT 11 •--�I 1/4"MAX.SHIM 0 a _ Z HEIGHT 52 B I INSTALLATION O LL � W OPTION 4 =ui _i a 50 ANCHORED THROUGH W U CD J uma0 'oN 51 FRAME INTO METAL F-W FQ 0 A0 50 O> TYRANCHORTYPE, o Z 13 EMBEDMENT AND O OI ,,���fff��J EXTERIOR EDGE DISTANCE J LL 10 ap 50 L (� PER SUBSTRATE. J < O SEE TABLE 20. O 19 w a' j � 9 14 15 ® `m N W MIAMI-DADE APPROVED MULLION Ft3C 1aay5 COMPLIANT ALUMINUMISTEEL FRAMING Z O Z HORIZONTAL SECTION C-C 0R STEEL STUD.MAYBEVERTiCALOR o x O 8"LENGTH,CENTERED AT 1- Q HORIZONTAL.SEESUBSTRATE p MEETING RAIL, (SHOWN WITH MONO.GLAZING) Z g PROPERTIES,TABLE 20. Z J 1� ANCHORED WITH(4) I� ,B SCREWS,(P#80).ONLY w Q 36 TABLE 20: D U) REQUIRED IF BUCK NOTES: Anchor Substrate Min.Edge Min. o: i Z = HEIGHT IS OVER 62 Distance Embedment Q 1)USE ONLYSUBSTRATE-APPROPRIATE ANCHORS LISTED ON apl -asap saves TABLE 20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. #12 Steel, Southern Pine(SG=0.55) 9/16" 1-318° A)MIN.OF 3 THREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Aluminum,6083-T5 min. 3/8" 0.083" BEYOND THE METAL I I 1117 r -_ •.r ' OF THE WINDOW. SS So ew A38 Steel 3/8" 0.083" SUBSTRATE. ��� /rrri __var MAX " NY LYN -- - Steel Stud,Gr.33 min. 3/8" 0.045"(1B Ga) -- --- ;� ��.••""'•Nh/ SHIM EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B)USE ONLY FLATHEAD _�•' yICENgF•.��� 20.ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE Concrete(min.3.35 ksl) 1" 1-/4" -•9'••�' ,. ,. "'ti 1l4"410 SS ANCHORS IN HEAD AND Q: 'w CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE CreteFiex Ungrouted CMU,(ASTM G90) 271/2" 1-1/4" SILL.PAt1/HEXIFLAT HEAD No.58705 •� _ EXTERIOR 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.IX *- EDGE •TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Concrete(min.2.85 ks)) 1" 1-3/8" ANCHORS IN THE JAMBS. -D EMBEDMENT AND EDGE 1/4"Steel DISTANCE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Ungroutetl CMU,(ASTM G90) 2-1/2" 1-1/4" A '•, N DISTANCE PER SUBSTRATE, Ultmcon C)"UNGROUTED CMU" O - STATE :•.L�/�� INSTALLATION OPTION 2 SEE TABLE 20. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Southern Pine(SG=0.55) 1" 1-3/8" .P OR ARCHITECT OF RECORD. 1/4"Steel Concrete(min.3.00 ksp 1�116" 1�/B" GROUTED CMUE USED FOR %� ,F(ORIDP,.•'G\��� ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. '3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Ultracon+ Ungrouted CMU,(ASTNI C90) 1-il2° 1-1l4" APPLICATIONS. ��ir/�01VAL t0,1"' DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Southern Pine(SG=0.55) 1" 1.318" VERTICAL SECTION B-B A LYNN MILLER,P.E. REA 58705 ` INSTALLATION OPTION 5 -- - - - - - - --- - - -- —- - - -ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE WOOD FRAME OR BUCKSTRIR EDGE EDGE ANCHORED THROUGH FIN INTO 2X EDGE DISTANCE DISTANCE �- DISTANCE 1/4"MAX SHIM •--�-I _ TYP.ANCHOR TYPE,,EMBEDMENT WOOD FRAME OR BUCK6TRIP. AND EDGE DISTANCE PER IJ}I TYP.ANCHOR TYPE, SUBSTRATE,SEE TABLE 21. �/ 1/4"MAX SHIM EMBEDMENT AND EDGE 0 DISTANCE PER SUBSTRATE, ��-- EMBEDMENT -+- SEE TABLE 21. PRODUCT REVISED SASH VISIBLE 5 as complying with the Florida EDGE LIGHT WIDTH 12, Building Code DISTANCE NOA-No, 20-0406,04 17 EMBEDMENT EDGE Ex imtlon Date• 8123/2023 DISTANCE EMBEDMENT Mla By IFIXED VISIBLE Miam pads Produeit'Co trot ` LIGHT WIDTH tva"tw+x. A)NO CHANGES THIS SHIM SHEET. 12"LENGTH,CENTERED 83 EXTERIOR 2 20 ABOVE SASH 1B �J 14 15 JR-03/11/20 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 1/4"MAX.SHIM W DISTANCE PER I - UBSTRATE, BUCKWIDTH -S SEE TABLE 21, W M ?' ,tea HORIZONTAL SECTION A-A o o (SHOWN WITH I.G.GLAZING) INSTALLATION 11 OPTION 6 �N a1°0 x 0 VISIBLE ANCHOREDTHROUGH O /n Z LIGHT 5 INTEGRAL FIN INTO METAL o W O BUCK HEIGHT 62 Z U'(0 -7 h HEIGHTif W E S -1 " a ° 51 50 ~W F¢- — C) U) 50 Z ILL rn W 50 EXTERIOR O LU U. O 13 r 10 40 K w 14 15 ® m N Z 19 MIAMI-DADE APPROVED MULUON,FBC z 0 Z iaa45 8 COMPLIANT ALUMINUMISTEEL FRAMING TYP.ANCHOR TYPE, O = O OR STEEL STUD.MAY BE VERTICAL OR EMBEDMENT AND EDGE F= ~ HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE DISTANCE PER SUBSTRATE, o (SHOWN WITH MONO,GLAZING) PROPERTIES,TABLE 21. SEE TABLE 21. Z_ ' w F Cr Q36 Z = NOTES: TABLE 21: apt rosep sagas - i!4"MAX Anchor Substrate - Min.Edge Max. Min. SHIM 1)USE ONLY SUBSTRATE-APPROPRIATE Distance O.C. Embedment -- ANCHORS LISTED ON TABLE 21.FOLLOW 2-1/7'x.113"Box Nall Southern Pine(SG=0.55) 5/18" 5" 2-7/18" .�`�I INY ILY J 1/I —----------------- ----- EMBEDMENT AND EDGE DISTANCE O;.....N/tl�L _-- LIMBS.ANY INSTALLATION OPTION 2-1/2"x.131"Common Nail Southern Pine(SG=0.55) 3I8" 5° 2-7116" �� ,•• 410ENs' ��( �i� EDGE DISTANCE •' F•••.�� EXTERIOR SHOWN MAY BE USED ON ANY SIDE OF 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 3!6" 5" 2 7116" Zt THE WINDOW. 2-1/2"x.145"Roofing Nall Southern Pine(SG=0.55) 3!8" 5" 2-7/16" y}:• No.58705 EDGE DISTANCE Southern Pine(SG=0.55) 1/7, 5" 1318" _ /n1 •= 2)VISIBLE LIGHT WIDTH OR HEIGHT #10 Steel Tmsshead Screw or -_-D :vl�• _ (ALSO REFERRED TO AS DAYLIGHT 0,125"Aluminum,Seel min. 5/16" �5' 0.09"#12 Steel,18-8 or 410 SS 7� NEMBEDMENT TYP.ANCHOR TYpE,EMBEDMENT OPENING)IS MEASURE))FROM BEADING Screw0.050"A36 Steel 5l16" 0.050" %Q ST T.E �D •.AND EDGE DISTANCE PERTOBEADING. 0.045"(18 Ga)Steel Stud,Gr.33 min. 5116" 0.048' INSTALLATION OPTION 5 INTO 2X SUBSTRATE,SEE TABLE 21. •�ORIDN.•' ANCHORED WOOD FRAME OR BUCNKSTR P 3)AN OP FIN CORNER.INSTALLED WITHIN 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ����S;ONAL , G`�� /I111I11111 VERTICAL SECTION B-B A LYNN MILLER,P.E. 11 P.E,0887115 I'- - - - - --- ---- - - --- ------- -- - --- -- - -- -- - - - - z.7za 1.4air 2.112" .987" �--- 2.724" 1 2.724" PRODUCT REVISED 3184' as complying with the Florida 2.788" 2766" 2.560" 2.786 Building Code N0/4No. 20-0406.04 2.060" Ex Iratlon DateS/2312023: .082" .062" .062" .OBZ' .082" .082" Miam ade Produy!'Co trol OE E 2 HEAD,INTEGRAL 3 HEAD,EQUAL JAMB,FLANGE 5 JAMB,INTEGRAL a JAMB,EQUAL LEG A)UPDATED MATERIAL O HEAD.FLAN FRAM O FIN FRAME O LEG FRAME O4 FRAME O FIN FRAME O FRAME PROP.TABLE. 2.724" -+ 2.724" --I 2.724" --I 1.246" JR-03/11/20 .040' 1.513" 00 Y J .062" 723° M � •naa K 0 c, C� 3.151" 3.908• "'"� •BOB"�-- -� .875" }r aio0 O Q 3.651't 4276' INSTALLATION I O vN 1a O .067' 17 HOLE COVER WINDLOADADAPTER OO M Z tom Z u m 1` .062" ,002" .OBZ' U U 61.415" �r•• 1.446" --1-1 F Z umo�0 9M0 w F O SILL,EQUAL LEG FRAME 678^ ^; Z Oi SILL,FLANGE FRAME .710" of m SILL ADAPTER I t0 °-Z -- W -1 � 2211" -�I .082" I'�� .040" 0 O 2.105" '-^� a SILL INTEGRAL I � FIN FRAME 2.211" 19 SILL TRACK 20 ANTI-LIFT CLIP ® r .170" N 0 .062" �•�- 2.149' 1.300" �+- T 830" .464° Z O laayS 1 1.803" 1 .380" ---�-I ' O = CO 2.273" .062° 1.138" F O 1.300" 1.136" + �T711' .798" Z fn t� .062" .-L_ t� J_ .045" L9 ul 12 .170" .129' .065" tt SASH PULL RAIL SASH LOCK RAIL 13 SASH TOP 8 14 BOTTOM RAIL HD MEETING RAIL 16 STD MEETING RAIL to SCREEN ADAPTER fA IG BEAD 18 IG SNAP BUDaSl •asa0 sauaS LYN�r// .050 045" HOT-MELT ALUMINUM DESICCANT FILL ` '�� �.ICENg Q -TABLE 22:MATERIAL PROPERTIES USED- SILICONE BUTYL POLYISOBUTYLENE ----- � - - ---. - REINFORCEMENT S 5/16°NOM. Q-; ••.tnp% - --- FOR ANCHORAGE CALCULATIONS; STRUCTURAL 3/t8"NOM, SILICONE Matedal Min Ft. Min F. pOLYIS0. 1/4"NOM. No.58705 Steel screw 92 ksl 120 W BUTYLENE WITH STRUCTURAL BUTYL 8 5/18"NOM. SEAL = •: .795" .795" 18.8 Screw 69 ksl 95 kal DESICCANT SILICONE DESICCANT ROLL-FORMED _ STAINLESS STEEL 410 screw 90 ksl 110 ksi FOAM WITH � FOAM =73 �, % �•�;�•��� El-UltmG.a& 166 ksl 177 ksi DESICCANT 5T ---�.492" -�.612" t/4°OeWaft UlhaCon+® 148 kei 784 ksi IXT'GLASS EXT.GLASS �,p •.. `A7E F (V` EXT.GLASS IXT.GLASS �s• ;�ORIOP,,'•\��` 410 SS DeWalt/Eiw CreteFl"O 127.4 ksi 189.7 ksi INT,G S IN GLASS %/ is O 7/16•BEAD O 5/16"BEAD 6063-T5 Alumkwm 18 kai 22 kal INT.GLASS INT.GLASS // ��NAL A36 Steel 36 F. 56 ksi KODISPACE SUPERSPACER® DURASEALe XL EDGE /////IIii111j1` cr.33 Steel stud I 39 kal I 45 kai 70 4SG TPS 71 NXT7M 72 SPACER 73 SPACER A.LYNN MILLER,P.E. P.E.958705 TABLE 23: Item# -Part# Description Material ASSEMBLY DETAILS FOR 1 624038 Head,Flange Frame Alum.6063-T6 2 624039 Head,Integral Fin Frame Alum.6063-76 XO FLANGE FRAMES 3 624040 Head,Equal-leg Frame Alum.6063-76 (OTHER FRAME TYPES& 4 624001 Jamb,Flange Frame Alum.6063-76 CONFIGURATIONS SIMILAR) 5 624017 Jamb,Integral Fin Frame Alum.6083•T6 61 61 6 624028 Jamb,Equal-leg Frame Alum.6083-76Q PRODUCT REVISED I as complying with the Florida 7 624035 Sill,Flange Frame Alum.60S3-T6 T I Building Code 8 624035 Sill,Integral Fin Frame Alum.6063-TB j j NOA-No. 20-0406.04 9 624037 Sill,Equal-leg Frame Alum.6063-T6 : 61 I I Expiration Date: 8/23/2023 10 624034 SIII Adaptor Alum.6063-T6 BY-10 11 624043 Sash Pill Rail Alum.6063•TO 1 I I Cock Rail um.6005A-6112 624006 Sas Mlam yade Produc,YCo itrol 13 624041 Sash Top&Bottom Rail Alum.6063-16 I I I A 14 624027 HD Meeting Rail Alum.6063 TB I I 13 )ADDED BACKBEDDING 15 624005 Std.Meeting Rail Alum.6005A-T61 16 624047 Screen Adapter Alum.6063-T6 IQ a JR-03/11/20 17 624051 Installation Hole Cover Alum.6083-T6 I} 18 64125M Windload Adapter Alum.6083-T6 19 624042 SIII Track Alum.6083-76 00 20 624015 Anti-Lift clip Alum.6053•TB ^ > to ,(l(� ^Ala 21A 624009 IG Bead Alum.6063-T5 I j 4 0 o CO 21B 624011 IG Snap Bead Alum.6063.T5 23 1 624026 7/16'Lam[Glaz.Bead Alum.6063T6 �' t^N eioo X 24 624013 5/16"laml Glaz.Bead Alum.6063-T6 OJ M rn Z 30 61P247 Glazing Bead,,Bulb Vinyl far#624013&#624026 Vinyl 0 O LL g W to 31 6TP248 Glazing Bead,Bulb Vinyl for#624009&#624011 Vinyl 2 W a h h 32 712853K Morro setting Block 3/32°X 1l4"X 1" Neoprene W U ro -j u"o,o 0n 33A 71715K Lam]IG Setting Block 1/8"x 314'x 1-1114" Neoprene 83 ~o LU F o<a 33B 624014 IG Snap Setting Block Vinyl 12 0> Z 35 724045 Sweep Latch Cast Zinc Z " IX rn 36 71298 Weep Hole Color Vinyl !j J L,37 41722 Hole Plug Vinyl 16 14 38 724021 Lock Reg Cover,(LH&RH) Vinyl Z m 39 724050 Pull Rail End Cap Vinyl ® � iV ❑ 40 724048 Roller Housing&Sash Guide Vinyl X W reeve 41 724052 Roller Wheels Stainless Steel o TO Z 42 724054 Sash Top Rail Gasket,(LH&RH) Polyethylene +I l F M O o 43 724055 Sash Bat Rail Gasket,(LH&RH) Polyethylene 4 13 Z rz rz 44 1 724057 Frame Header Gasket,(LH&RH) Polyethylene 39 w 45 724058 Frame Sill Gasket,(LH&RH) Polyethylene 41 IX ❑j O 2 46 724063 Meeting Rail Gasket Polyethylene 61 ¢ m 50 Weatherstrip,.187"x.170",Fin Seal @ Sash I jjI 35 anu —a sar,es 51 Weatherstrip,_187°x.270",Fin Seal @ MR J `II111 it,,� i 52 67070 Bulb Vinyl �.� ANY LYNN (Windload Adapter) Stainless Steel III 40 \ -- 60 710X38PPAX#10 X318"Ph.PH SMS pt ) 61 61 781PQX #8 X 1"Qd.PH SMS(Frame&Sash Assembly) Stainless Steel `Il INTERIOR _*: No.58705 63 - Aluminum Screen with Fiberglass Mesh Varies 7 _ � �. �• 70 - Kommerti go,Kodispace 4SG TPS — 71 Quanex Super Spacer nXf See Sheet 38 �z�O �; 72 4uanex Dureseal Spacer 18 far INTERIOR i O(v TAT OF�� 73 Cardinal Edge Spacer Materials FS'.F<Og..... 74 Dow 791,899,983 or GE 7700 Backbedding Silicone 81 NOTES. i���s;OA JAL 1)ALL CORNERS TO USE GASKET AND(OR SEALANT,2)SOME PARTSIOPfIONS NOT SHOWN ON DRAWING FOR CLARITY, A LYNN MILLER,P.E p. MILLER,