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HomeMy WebLinkAboutNOA#20-0406.04 Horizontal Roller WindowsMIAMI-~ k•mhi1 'iifill DEPARTME T OF REGULATORY AND ECONOMIC RESOURCES (RER) NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY , FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami , Florida 33175-2474 www.miamldade.gov/buUding 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 hav e 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 re voke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. Thi . · · · · eries "HR7710A" Aluminum Horizontal UMENT: Drawing No. 7710NOA-l , title stall (LM)", f 19 , dated 06/30/1 8, with revision A dated ruw~mlfflffiu turer, signed y L nn M · · · evision stamp eptance nu unty 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 . RENEW AL of this NOA shall be considered after a renewal application bas been filed and there bas 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 bas 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 remov al 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. OA o. 20-0406.04 Expiration Date: August 23, 2023 Approval Date: August 27, 2020 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. 18-0627.01) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC , TAS 201-94 5) Cyclic Wind Pressure Loading per FBC , T AS 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, T AS 201-94 5) Cyclic Wind Pressure Loading per FBC, T AS 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 Idalrnis Ortega, P.E. (Submitted under NOA No. 18-0627.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis , complying with FBC 6th 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 E-1 Product Control NOANo.2 Expiration Date: August 23, Approval Date: August 27, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CO 1TINUED) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18 /18 , expiring on 07 /08/ 19 . 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17 , expiring on 07 /04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6 th 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. (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, P .E (Submitted under NOA No.18-0627.01) G. OTHERS 1. None. E -2 Product Control NOANo.2 Expiration Date: August 23, Approval Date: August 27, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 7710NOA-l , titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19 , dated 06/30/18 , with re v is ion A dated 03 /11/20 , prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: l) 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, T AS 202-94 4 ) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC , T AS 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 . representati ve 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 (un it 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 CA 740 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, P .E C. CALCULATIONS 1. Anchor verification calculations and structural analysis , complying with FBC 6th Edition (2017), prepared by manufacturer, dated 06/18 /18 , revised on 07 /25 /18 and updated to the FBC 7th Edition (2020) on 04/02/20, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05 /09/19 , expiring on 07 /08 /24. 2. Notice of Acceptance No . 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXrM) Clear Glass Interlayer" dated 05 /23 /19 , expiring on 05 /23 /24. E-3 Product Control NOANo.20 Expiration Date: August 23, Approval Date: August 27, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017) and the FBC 7th 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 l 0 , 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10 , 2020, signed by Ishaq Chanda, P .E . G. OTHERS 1. Notice of Acceptance No . 18-0627.01 , issued to PGT Industries , Inc. for their Series "HR 771 0A" Aluminum Horizontal Roller Window -L.M.I. approved on 08/23 / 18 and expiring on 08/23 /23. E-4 Product Contr NOA No Expiration Date: August 23, Approval Date: August 27, 2020 SERIES HRTT10A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW VARIES PER GLASS TYPE, LARGE & SMALL MISSILE 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS. FOR INSULATED GLA: INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. FORANCHOR ----::-;--. '112"1 QUANTITIES, 23" 0.C. E TABLES 12•14 ~,_9.:...C.:...J::-\ 1 --1 , I rr-1ld, ~ DESIGN PRESSURE RATING IMPACT RATING g• =-1 I SEETABLES2-11 IMPACTRESISTANT , B7 , , USER INSTRUCTIONS: 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C CONCRETE MASONRY UNITS ANO CONCRETE WITH MIN. KSI PER ANCHOR TYPE. ~ 4) ALL WOOD BUCKS LESS THAN 1·1/2" TttlCK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX 1·112" THICK OR GREATER. 1X ANO 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PR RLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN ANO INSTALLATION IS THE RESPON IBILITY OF TttE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. US ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEOMENT. SILL ANCHORS MUS,-BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION ltW-L BE DONE BY OTHERS ANO IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTIS NOT FlUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ,..!_ OH~~~ I AIII ~ J ¢ VISIBLE /; TS" LIGHT / BUCK HEIGHT I I F~~O j VISIBLE LIGHT I/ 4-l -lll-A __ J_ 22-1/2" o.c. L SASH 34-3/S"F~EO 34-318" -i 1--1 Ii I--+-~~~E VISIBL~ LIGHT l 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROMASCET. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM fABLES 12-18. /.) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. T) DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING ANO GLASS PERASTM E1300. /'jr1 I ,--7 SEE WEEPHOLE_/ I [. , 75" BUCK WIDTH NOTES THIS SHEET i::::=== 76"0VERALL WIDTH 'B_j:111.~ ==:21 BUCK) NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING ANO GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. TYP. FLANGE XO ELEVATION (OX SIM.) MAX. DIMENSIONS ALLOWED SHOWN WEEPHOLE NOTES: 1) 1·518" X .300" WITH PLASTIC BAFFLE. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST TttE WINOLOAOS Va "' CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BE F~~~: USED IN THE DESIGN OF THIS PRODUCT. THE 1 .6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES lS-1S EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR .._ l2" ~ 12"0C f--2) 1 WEEPHOLE LOCATED AT 4" FROM EACH ENO. 3)__1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH ANO THICKNESS REQUIREMENTS PER CURRENT FLORIO: 6UILOING CODE ANO TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18•7891.01; ELCO ULTRACON NOA; DEWALT/ELCO CRETEFLEX NOA; DEWALT UL TRACON+ NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TABLE 1: Gia• ,Ype DP Table # Anchor Table# Ducr1ptlon (LI*d ll'om Extltr1or to lntartor) XO/OX XOX XO/OX XOX ST13 HD ST13 ST13 HO ST13 17811AN •• lMJ'" , 118"'AN 3116" A 4 1 CE, 1/6" AN, .090" PVB, 1/8" AN 5 13116" , 1/6" AN, .090" PVB, 1/6" AN 6 13116" __ CE, 118" AN,_.090" PVB, 118" AN 7 13116" LIG: 3116" TP CAP AIRSPACE, 1/8" A .090" PVB, 118" AN 8 3116" AN, .090" SG, 3116" AN 9 13116" HS, .090" SG, 3118" HS 2 4 3 3 10~ 13116" LIG: 1/8" AN CAP, AIRSPACE, 3118" AN .• 090" SG, 3116" ANrl5 11 13118" LIG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090" S , 3/16" AN 12 I 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 13 13118".00:1/8"-TP CAP:>J'RS~HS .. 090" SG, 1/8" HS 14 13116" L : 3116" AN CAP , AIRSPACE, 1/6" HS, .090" SG, 1/8" HS 15 113116" LIG: 3116" TP CAP; AIRS-PACE, 1/8" HS, .090" SG, 1/8" HS J 5 SG• KURARAY SENTRYGLAS. INTERLAYER BY KURARAY AMERICA, INC. PVB • KURARAY TROSIFOL e PVB INTERLAYER BY KURARAY AMERICA, INC. AN • ANNEALED HS • HEAT-STRENGTHENED TP = TEMPERED ---,, 15' 8 12 16 6 12 16 7 12 15 7 12 15 9 12 16 9 12 16 6 10 13 14 17 6 11 13 14 18 6 10 13 14 17 8 10 13 14 17 6 11 13 14 18 6 11 13 14 18 8 11 13 14 18 8 11 13 14 18 } 22-1/2" o.c. " 1_ __ ~---L, o.c. --' ----, ~ ' TTr ,______ _, I I I" I I I I 56" /; 56" f F~ED SASH VISIBLE /! 63" VISIBLE I/ LIGHT I/ OVERALL LIGHT A HEIGHT I '-,/ 34" j f~f 62" BUCK HEIGHT ~~,!~~FL~~ -ier~I I I I l~I J¾ 1; ,;;=,-::;. • 7 ~~ J ] I-9" SEE SHEET 17 FOR INTEGRAL FIN ANCHORAGE TYPE &SPACING TYP. FLANGE XOX ELEVATION ~ otM.filjSIONS ALLOWED SHOWN -~ --~ CODES/ STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 ./ GENERAL NOTES .................................. 1 ELEVATIONS .......................................... 1 GLASS TYPES TABLE ........................... 1 DESIGN PRESSURES ........................... 2-9 ANCHOR QUANmlES ......................... 10-1◄ INSTALLATION/ ANCHOR SPECS ....... 1!>-17 EXTRUSION PROFILES ........................ 18 CORNER ASSEMBLY ............................ 19 PARTS LIST.. .......................................... 19 PRODUCT REVISED ;:,i:,':.~. with the Florlda NOA-N 06.04 E 20iJ A) UPDATED TO FBC "I 2020, REVISED ANCHOR :i TYPE TABLE. el! JR· 03/11/20 w > ir 0 >-"' (!) I:. g~ O..J !-! z u. co J: uf .... ~~Q 1--Z ~ ~~~ ~ :i ! • I i Cl w a: S2 < ~ ~ I ~~Ul ~ :i; w 0 d. .... ;:: _j t--..J MDXI ~ en ~ ~ ~ !::,! 0:: ~ :i; ::, z :ii 3 < 'ON z~ 0 i= ~ w ..J w .., ill b z ..J ~ w z w (!) ~ u. 0 µS ~ i:: a: :c •111.u:~~~-l! ... .1•s1 ,,,, \ ,TTTTTf 11111/ ,,, o~~Y~tv1i,. ,,,, ,,' ~ ~-·' ·\.1CENse '· .:r(~ ',, .:-~ .·· · .. 1l -:. /:(~~;;_J *1 ~ ~ '-._ s'1.../e--tJfo/, /1 i ~9'·· ... ; E .. .-·_~/ ,, ~,.$' · ... (ORtDi'.,• (:)~, ,,,,,fio,v'i,.'l,. 'i:.~,,,,' ,,,,,11111''' A LYNN MILLER, P.E. P.E.#58705 TABLE2· Olerall Design Pressure (lbsm2) for XO & OX Windows Width 21-1/8" Owrall Hgt. 37" Owrall Hgt. 49" Olerall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 49'' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 6T' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 TABLEJ• Olerall Design Pressure (tbsm2) for XO & OX Windows Width 21-1/8" Owrall Hgt. 37" Owrall Hgt. 49" Olerall Hgt. 20" +65.0 .ao.o +65.0 .ao.o +65.0 .ao.o 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 I.,.._ 49" +65.0 -80.0 +65.0 -80.0 I r +65._9 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 6T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 I 74" ~ +65.0 .ao.o +65.0 .ao.o +65.0 .ao.o NOTES: 1} OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, SUBTRACT 1 • FROM THE TIP TO TIP DIMENSION IN lHE TABLE TO DETERMINE THE WINOOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND lif. TO THE NEXT AVAILABLE SIZE. Glass Type: 1 Meeting Rail: Standard 55" O..erall Hgt. 63" Owrall Hgt. +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 Glass Types: 2, 3, 5, 6, 7 Meeting Rail: s,_....,_...., 55" Owrall Hgt. 63" Owrall Hgt. +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .ao.o ' +65.0 -80.0 +65.0 .ao.o +65.0 -80.0 +65.0 .ao.o +65.0 -80.0 +65.0 -79,'I-." +65.0 -80.o t +65.0 -72.2" 1 •.ao.O FOR GLJ.w , ',. J, g 0, 7 3 GLASS TYPES ../ __, l GLASS TYPE 7 (TEMPERED) PRODUCT REVISED :!::.::'l::r. wlttl the Florlda NOA-No. 20-0406.04 J2023 A) NO CHANGES THIS iSHEET . .. ~I JR-03/11/20 ~ it: a >-"' Cl~ g~ ~~8 J: . rD uw;;; w 2 a; I-z. ~~ ;::-S? :i i N it: z 0 e :i:: ~ ~ -z @ :E a: ::, ...J <( en w ...J ID ~ w 0:: <( O> ~ u. 0 N ::, ---~ pi•11s w 0:: a. z Cl iii w a c5 ~ J: •1m L~aols.!J•: ,,,,,,,,,,,,,,,,, ,,,, Y'-o'tl.\Lr~tv '11, 11,11 ,' ~ / 1.1GENs/··.:r( 1.,, 2 ~ .. ·· ·-.«;,~ :: * :' No. 58705 ·., :: = :✓, :*= -" ' Y.~ : = ~";Q:., '..2,.0 ,.'Q:: ~<1\ Jr TE F .• : It}~ ...... ~ ... ·<(0R10~.-··c,· if°,,' ,, "S ....... ~ ' 11,,/0NAL t:. ,,,,' 1111111\\''' A. LYNN MILI.ER, P.E. P E.•58706 TABLE4· O\erall Design Pressure (lbsm2) for XO & OX Windows Width 21-1/8" <Mlrall Hgt. 37" <Mlrall Hgt. 49" <Mlrall Hgt. 20" +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 3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 6T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 TABLES· <Mlrall Design Pressure (lbsm2) for XO & OX Windows Width 21-1/8" O..erall Hgt. 37' Olierall Hgt. 49" O\erall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 6T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 !!Qill: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN ANO EQUAL-LEG WINDOWS, SUBTRACT 1 • FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND ~ TO THE NEXT AVAILABLE SIZE. Glass Type: 4 Meeting Rail: Standard 55" Olierall Hgt. 63" <Mlrall Hgt. +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 +65.0 -80.0 +65.0 -71.3 +65.0 -77.1 +64.9 -64.9 Glass Types: 8 thru 15 Meeting Rail: Standard 55" O\erall Hgt. 63" <Mlrall Hgt. +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9• +80.0 -110.0 +80.0 .95_7• +80.0 -110.0 +80.0 -oo.o· •-110.0 FOR GLASS TYPES 9, 12, 13, 14& 15 I GLASSTYPESS-15 MAY NOT BE USED WITH INTEGRAL FIN e FRAMES 32 3/16"ANOR HS GLASS 112"NOM. GLASS BITE Gt);SS TYPE 8 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) 8oR €,oR~ GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) @oR €,oR~ GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 <TEMPERED) SOR @oR~ GLASS TYPE 14 (ANNEALED) Gl..1\§S TYPE 15 (TEMPERED) PRODUCT REVISED ::uZ"t!:'J'. with the florlcla NOA-No. 2CMJ406,04 Ex1t.,t,atlon Dat•i..Qfl/23/2023 ~t, By: ~UW.;,,P,.#2,, Ml11111 P-.. C4!nttol A) NO CHANGES THIS t SHEET. !1 JR -03/11/20 ~ 0 IO ~!:. 0~ 15iig z ·-0~ ~ LU z -,r I-LU~ o>-< ~ · ;l -z-ii: ~ 15 ~ ffl ii: \l ~ is 0 -:c 00 I m ~ -lXl IL ~ ~ w ii: :::> 00 i9~-I/S 00 w g ~ ~ ~ "' :::> ;J_ ii: < 0. 0 z ~ C) in w :c 0 a/l!) ._,S~-s~.1~i1S \\II ITTT/ / 1 / ,,, "L"'J ''1 ,,,' a~.'-·· .r.' .. '!, 4; / ... ,,.,..,, .:;-' ~~--1,1Ce.Ns.,-·,,f( ,, .::-"'t_:' ·--~ '.':. ::: * : No. 58705 ·. ::. ~ '~t?JE:oi*= :.]:._ ~ o /cc~ °'.;.~\ '(.ATEOF ,: (//:: ',, ~c.···.~lORIO~.-··~_ii' ,' I \J,5' "••··· ~V ,' '111, IONAL € ,,,' 1111111,,,,\, A. LYNN MILLER, P E. P E.#58705 TABLES· Owrall Design Pressure (lbsm2) for XO & OX Windows Width 21-1/8" O\erall Hgt. 37" Owralll-lgt. 49• O\erall Hgt. 55" O\erall Hgt. 20" +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49• +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 @oR~ NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL-LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND 1!f. TO THE NEXT AVAILABLE SIZE. GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) Glass Types: 8 thru 15 Meeting Rail: Heavy-Duty 63" O\erall Hgt. 76" Owrall Hgt. +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 -110.0 +80.0 -109_5• -110.0 +80.0 -105_5• "·110.0 FOR GLASS TYPES 8-13 & 15 I GLASS TYPES 8 • 15 MAY NOT BE USED WITH INTEGRAL FIN e FRAMES f-r-13/16" NOM I ~ GLASS STACK ,090" SG §oR~ GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) @oR~ GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) PRODUCT REVISED ==-~::r. with -Florida No..-2~.04 Ex,•..,.~-By: /•f! • \ Mlam4,.da Productea,i,-A) NO CHANGES THIS SHEET . JR -03/11/20 ~ 0:: o.., 8~ ..J ..J j;! 0 LL cl, z -~ iS~~ w z st i--w ~ o>~ ~z e 0:: w j 0 en ~ ! w 0:: <( m ~ LL 0 st ffi ~ .. 0:: z 0 I i :, -(/) naa1.1s-cn Cl -w :Iii "' :, ..J <( w 0:: 0.. z (!) iii w 0 ~ r:: er J: ·:,saQJH/JDS ,,,,·~'(LYN ''11/.,, ,, '<'o ........ /v,r,, ,, ,,' ~-/ \.ICENs/·)<'<. ',, ::: "C':" ·--~-;. :: * .-· No. 58705 ·.. -;. = '°'tli)f; :* ~]\ :i..o /t:i:::: ~Q · ... t,ATEOF _ . .-~,::: ,~--p . -"'' ', ''5' · .. _lORIDf>: •• ··r:::,"i-' ,' ,,,,,';/ONA·\..·€.~\ ,,,' 1111,1111''' A. LYNN MIUER, P E PE.# 58705 TABLE7· Olerall I Sash Sash Design Pressure (lbsm2) for XOX Windows Width Width Configuration Range (in) 21-1/8" o.erau Hgt. 29" o.eran Hgt. I¼-½-¼ 12.038 -12.052 +60.0 -60.0 +60.0 -60.0 44" ½-½-½ 12.053 -15.008 +60.0 -60.0 +60.0 -60,0 I¼-%-¼ 12.038 -13.302 +60.0 -60.0 +60.0 -60.0 49" 1/3--½-½ 13.303 -16.675 +60.0 -60.0 +60.0 -60.0 53-1/8" I ¼-%-¼ 12.038 -14.333 +60.0 -60.0 +60.0 -60.0 ½-½-½ 14.334 -18.050 +60.0 -60.0 +60.0 -60.0 ¼-%-¼ 12.038 -16.302 +60.0 -60.0 +60.0 -60.0 61" ½-½-½ 16.303 -20.675 +60.0 -60.0 +60.0 -60.0 ¼-%-¼ 12.038 -20.052 +60.0 -60.0 +60.0 -60.0 76" I custom 20. 053 -22.185 +60.0 -60.0 +60.0 -60.0 1/3--½-½ 22.186 -25.675 +60.0 -60.0 +60.0 -60.0 ¼-%-¼ --24.082 +60.0 -60.0 +60.0 -60.0 92-118" I custom 24.063 -26.185 +60.0 -60.0 +60.0 -60.0 ½-½-½ 26.186 -31.038 +60.0 -60.0 +60.0 -60.0 ¼-%-¼ .. -25.302 +60.0 -60.0 +60.0 -60.0 97" I custom 25.303 -27. 185 +60.0 -60.0 +60.0 -60.0 custom 27.186 -31.038 +60.0 -60.0 +60.0 -60.0 ¼-%-¼ --28.302 +60.0 -60.0 +60.0 -60.0 109• I custom 28. 303 -29. 185 +60.0 -60.0 +60.0 -60.0 custom 29.186 -31.038 +60.0 -60.0 +60.0 -60.0 120" I ¼-1/:z-¼ .. -31.038 +60.0 -60.0 +60.0 -60.0 •• MIN. SASH WIDTH (FLANGE WINDOWS)• OVERALL ~DTH • 57 924 .. MIN. SASH WIDTH (FIN & EQUAL-LEG WINDOWS)= OVERALL ~DTH • 56 924 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 37" O\erall Hgt. 49" Ol.erall Hgt. +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 Glass Types: 1, 4, 5 Meeting Rail: Standanl 55" Ol.eraH Hgt. 63" Owrall Hgt. +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +53.9 -53.9 +48.7 -48.7 +60.0 -60.0 +57.8 -57.8 +60.0 -60.0 +60.0 -60.0 +53.9 -53.9 +48.7 -48.7 +60.0 -60.0 +55.5 -55.5 +60.0 -60.0 +58.6 -58.6 +53.9 -53.9 +48.7 -48.7 +59.8 -59.8 +51.3 -51.3 +60.0 -60.0 +52.5 -52.5 I +53.9 -53.9 +48.7 -48.7 1/8" AN GLASS .090" PVB _l 74 i-::::::t-13116"NOM. GLASS STACK AIRSPACE .090" PVB 1/8"ANGLASS 1/8" AN GLASS ~ @oR 1 @oR 3 i-::::::t-13116" NOM. GLASS STACK -:~--l/8" TP 118" AN GLASS GLASS 31 r-l._14 @oR 1 1/2"NOM. GLASS BITE PRODUCT REVISED =.ir:;:::'t.:I'. with -Florida NOA-flo. ZG-0406.04 Ex~tlon :;J~Qf:2312023 av,?/;::. 4·W I Ml■ ~tral A) NO CHANGES THIS SHEET. JR -03/11/20 110 w ~ ~ 0:: :g 0 >-II) •1oa 8~ i' ..Jct 0 ~ . ~ ::::!. :cw~ ...i (..) (..) ~ -' ~z.., ;5 OW~ en ~ <( !:; ". a; en I m ~z-0:: w ~ ~ ..J m u. ..J < 0 ~ti 0 I-II) a:: w N a:: ii: ::> en jSINS 0 en ::c w i :;; a:: ~ ::> a. ~ I z z 2 (!) a: ::> in ::c -' w < 0 •nu ·:)s•o SO!JaS ,, '( LYN 111 ,,,'Y-o~-----. ..lv_ '¼ ,,,,, ::,' ~--•· ,.1CENs<' ·-.t~-:,. ,' ~---· .. 1} -:.. ~ * _:' No. 58705 \ :: = 't>..& ·*= =-o: : :: ::~\ 'i, ~o .-'ft~ ~~---. JC E F _.-' W~' ',,~o' ·· ... lC?_P.1~.~ .•·0~,,' '11 .S;ONAL 'c-~,,, 111111,,111\\\\\ A. LYNN MILLER. P.E. P.E.#58705 TABLE 8: !!Qill:. O\erall I Sash Width Configuration Sash Width Range(in) Design Pressure (lbs/ft') for XOX Windows Glass Types: 2, 3 Meeting Rail: Standard 21-1/8" Ol.erall Hgt.I 29" Ol.erall Hgt. I 37" O\erall Hgt. 49" Ol.erall Hgt. I 55" Ol.erall Hgt. I 63" Ol.erall Hgt. 44• ¼-½-¼ I 12.038 -12.052 +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o ½-½-½ 112.053 -15.008 I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o 49" ¼-½-¼ I 12.038 -13.302 I +65.o I -80.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o ½-½-½ I 13.303 -16.6758 +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o ¼-½-¼ 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 53-1/8" t------+----------l---1----1----1---+---..~-~---4----1-----l---1----l ½-½-½ 14.334 • 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" ¼-½-¼ I 12.038 -16.302 ff +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -80.0 I +65.o I -ao.o I +65.o I -so.o ½-½-½ I 16.303 -20.675 I +65.0 I -ao.o I +65.0 I -ao.o I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o ¼-½-¼ 112.038 -20.0521 +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o 76" custom I 20.053 -22.185 I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -80.0 I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o ½-½-½ 122.186 -25.675 I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o ¼-½-¼ I •• -24.082 I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -80.0 I +65.o I -ao.o I +65.o I -ao.o 92-1/8" custom I 24.083 -26.185 I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o I +65.0 I -ao.o ½-½-½ I 26.186 -31.0481 +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o ¼-1/:z-¼ • 25.302 +65.o I -ao.o I +65.0 I -ao.o I +65.0 I -80.0 I +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o sr custom I 25.303 -27.185 +65.o I -ao.o I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o ¼-½-½ I 27.186 -32.675 +65.o I -80.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I _:89J) -• 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 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 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 ¼-½-¼ I •• -29.463 +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o 113-5/8" I 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 ½-½-½ 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 ¼-½-¼ • 31.052 +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.0 I -ao.o 120" custom I 31.053 -33.185 +65.o I -ao.o I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -so.o custom I 33.186 -38.222 +65.0 I -ao.o I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o •• MIN. SASH WIDTH (FLANGE WINDOWS) • OVERALL vgorn · 58 556 ••MIN.SASH WIDTH (FIN & EQUAL-LEG WINOOWS) • OVERALL W2PIH • 57 556 1) OVERALL (TIP TO TIP) DIMENSIONS SHC>V.N. FOR INTEGRAL FIN AND EQUAL-LEG WINOOWS, SUBTRACT 1 • FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINOOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND !£ TO THE NEXT AVAILABLE SIZE. I .090"PVB-130h ~rr='\ i::-118" HS GlASS l-118" HS GLASS _J 1/2"NOM. EXTERIO~GLASSBITE ¢:i 74 32GLA~ iiiJ>""'3116" AH GLASS .090" PVB-It 3116" AH GLASS _J_ 112"NOM. GLASS BITE ~ PRODUCT REVISED ;:..r;,:_~::r. wlt'9 the t:lorida N 04 23 A) NO CHANGES THIS -~1 SHEET. 1! JR • 03/11/20 ~ ii: 0 >-.,, (!) ~ g;,; Sl ii~ :x:w ..... lrl !Jg 1-Z.., oUl ~ ,-.> ~ 00 I ~ :i ! a: UJ ..J ' a: • e ill . ·~ c5 en I a, ~ ~ al u. ~ ~ UJ a: I 0) ~ ! ~ a: . ~ ~ ~~ g ~ !II ~ Cl :i: ~ 3 <( UJ a: 0. z (!) ~ 0 ~ f: ex: :I: •n.u_J·~ao 15-'µ-s \\\fTTTTT11,, ,,, V LYN ,, ,,' y,.Otl..1 ..... Iv ,z,, 11,, ,,' ._;;::.,.··'·.._1cEN;·· ... 'f<. ',,,. ~ ~ .. -~ ·-.. ~ ~ ::: * :· No 58705 ·.. '.: = :()~:*: --o : : ::, ':.';t:l ·.. :Jo ·' Q:'::: -::;_~\. ilrE e /1;'1:::,::: , ~'5' · .. (ORI01' •• · if°, ,,,,, Sto,v°i,.'t_. ·i~~ ,,,' 1111,,:,11\\'''' 1' LYNN MILLER, P.E. P.E.158705 NOTES: TABLE 9: Owrall Sash Design Pressure (lbslfr) for XOX Windows Width I Configuration Sash Width Range (in) 21-1/8" Owrall Hgt.j 29" Owrall Hgt. I 37" Owrall Hgt. Glass Types: 6, 7 Meeting Rail: Standard 49" Owrall Hgt. I 55" O,erall Hgt. I 63" Owrall Hgt. 44" ¼-½-¼ 112.038 • 12.052 B +65.o I -80.o I +65.o I -80.o I +65.o I -80.o +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o ½-½-½ 112.053 -15.ooaU +65.o I -80.o I +65.o I -80.o I +65.o I -80.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -ao.o 49• ¼-½-¼ 112.038-13.3021 +65.o I -80.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -80.o I +65.o I -ao.o I +65.0 I -ao.o ½-½-½ I 13.303 • 16.675 I +65.o I -ao.o I +65.o I -80.o I +65.o I -80.o I +65.o I -80.0 I +65.o I -80.o I +65.0 I -so.o ¼-½-¼ 12.038 -14.333 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-118" 1------+-------111----1----+-----i---+---+----+-----il----+---+---+-----il-----i ½-½-½ 14.334 -18.050 +65.0 -60.0 +65.0 -60.0 +65.0 -60.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 61" ¼-½-¼ 112.038 -16.302 I +65.o I -80.o I +65.o I -80.0 I +65.o I -ao.o I +65.0 I -ao.o I +65.o I -80.o I +65.o I -so.o ½-½-½ I 16.303 -20.6751 +65.o I -ao.o I +65.0 I -ao.o I +65.o I -ao.o I +65.o I -ao.o I +65.o I -so.o I +65.o I -so.o ¼-½-¼ 112.038 . 20.052 I +65.o I -80.o I +65.o I -so.o I +65.o I -80.o I +65.o I -so.o I +65.o I -so.o I +65.o I -72.98 76" custom I 20.053 -22.185 I +65.o I -80.o I +65.o I -so.o I +65.o I -ao.o I +65.o I -80.0 I +65.0 I -so.o I +65.0 I -so.o ½-½-½ 122.186-25.6751 +65.o I -ao.o I +65.o I -80.0 I +65.o I -80.0 I +65.o I -so.o I +65.o I -so.o I +65.o I -so.o ¼-½-¼ -24.082 +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I .74_ 1A I +65.0 I -67.58 92-118" custom I 24.083 • 26.185 +65.0 I -80.0 I +65.o I -60.o I +65.0 I -so.o I +65.0 I -80.0 I +65.0 I -80.o I +65.o I -so.o ½-½-½ I 26.186-31.048 +65.o I -80.o I +65.o I -ao.o I +65.o I -80.0 I +65.o I -80.0 I +65.o I -ao.o I +65.o I -so.o ¼-½-¼ I •· -25.302 +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -60.0 I +65.0 I -74.1A I +65.0 I -67.58 97" custom I 25.303 • 27.185 +65.0 I -so.o I +65.o I -80.0 I +65.0 I -80.0 I +65.o I -so.o I +65.o I -so.o I +65.o I -77.9 ½-½-½ 127.186-32.675 +65.o I -ao.o I +65.o I -80.0 I +65.o I -so.o I +65.o I -80.o I +65.o I -80.o I +65.o I -so.o ¼-½-¼ I •• · 28.302 +65.0 I -60.0 I +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -74.1A I +65.0 I -67.58 109" custom I 28.303 -30.185 +65.0 I -60.0 I +65.0 I -so.o I +65.0 I -60.o I +65.o I -60.0 I +65.0 I -80.0 I +65.0 I -72.0 ½-½-½ I 30.186-36.675 +65.0 I -so.o I +65.o I -80.0 I +65.0 I -60.o I +65.0 I -60.0 I +65.o I -60.0 I +65.0 I -75.8 ¼-½-¼ • 29.463 +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -80.0 I +65.0 I -74.1A I +65.0 j -67.58 113-5/8"1 custom 29.464 -33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 ½-½-½ 33.186-38.222 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 ¼-½-¼ • 31.052 +65.0 I -60.0 I +65.0 I -80.0 I +65.0 I -60.0 I +65.0 I -60.0 I +65.0 I -74.1A j +65.0 I -67.58 120" custom I 31.053 -33.185 +65.o I -so.o I +65.o I -80.o I +65.o I -60.o I +65.o I -so.o I +65.0 I -75.7 I +65.0 I -68.4 custom I 33.186 • 38.222 +65.0 I -ao.o I +65.o I -80.0 I +65.o I -80.0 I +65.0 I -80.0 I +65.0 I -60.0 I +65.o I -71.3 .. MIN. SASH WIDTH (FLANGE WINDOWS)• QYERALL ~DTH • 58 556 •.eo.o FOR GLASS TYPE 7 '-75.0 FOR GLASS TYPE 7 ,. MIN. SASH WIDTH (FIN & EQUAL-LEG WINDOWS)• OVERALL ~DTH. 57 55§ 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND .!£ TO THE NEXT AVAILABLE SIZE. 1---t-13116" NOM. I ~ GLASS STACK AIRSPACtt.090" PV8 3/16"ANOR TP GLASS 118" AN GLASS 31 74 112"NOM. GLASS81TE t @oR~~ EX¢~ Q Q / '-t70-73 ~OR'e, GLASS TYPE 6 (ANNEALED) GLASS TYF'E 7 (TEMPERED) PRODUCT REVISED :.i'i.i":.:~e with the Florld■ NOA-Ho. ZG-0406,04 Exl!_l!■tlon DatetOB/2312023 ~r,, Bi,:~.W.. . .1/W, \ Ml■m Prot1uc,t·eo,,,tn,1 A) NO CHANGES THIS SHEET. JR· 03111120 ~ 0:: 0 >-"' Cl~ g;1; 0 ...J So! z u. <IS J: uj ..... Oo $ w-1-z ow-,-.>~ ~ :i e ~ Ill ;5 w 0:: <( O> ~ u. 0 ,._ fflffl ~ ~ 0:: z 0 Q :c ::i ~a ~ ~ a :ii ~ ::i ~ w 0:: a. z Cl ~ ~ ~ 0:: :c 8/l!J l":)SOQIH!.liJSI \\,11:1111,,,,/ ,,, N'f l1!,JA; 11,. ,,' '('-0: ....... ,"· . .I/~ ·,,; ,' -~ .·· \."··"NS(' ··-.(~ "., ,' ~:· ·.',p ~ j * _ _.· No 58705 ·: ,,-~ ~ I) \ __ °' 2;,;tlt-0 .. ' 11 J _1,\Q·. ,/r~TE-F · !,,, -. . ~---:.. .... ~····.':!-or\1n_f:-.-··0~,,' ',,)~S1o'NAL t,.~ .. ,,-'111,,,,111 l\\l,, A. LYNN MILLER, P.E P.E.#58705 TABLE 10: Overall Sash Sash Design Pressure (lbslfr) for XOX Windows Glass Types: 8, 10, 11 Width Configuration Width Meeting Rail: Standard ef--3116" AN GLASS Range (in) 21-118" Ol.erall Hgt. 29"Owrall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63' Overall Hgt. .090" SG-• 3/18" AN GLASS ¼-½-¼ 30 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 _1 44• ~ PRODUCT REVISED ½-½-½ 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 EXTERIOR n 1/2"NOM. === with -Florkla ¼-½-¼ 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. ZG-0406.04 49" ~ Exl!_lratlon DllletQJ1123/2023 ½-½-½ 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 ¢ I! .,, Na«utt -:iW2 ¼-½-¼ 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 MlamJ:pade Produc~ 53-118" 32 GLASSTYPE8 ½-½-½ 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 ¼-½-¼ 12.038 • 18.302 +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" .. -~ ½-½-½ 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--:;t-13/16"NOM. & JR· 03111120 ¼-½-¼ 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.::: ~ i----090" SO 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 CX) S2 1/8"ANOR I <( ½-½-½ 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 TPGLASS-I• C:::,.3/16"ANGLASS ~ ;is ~ ~ <') a: jg ,__ ¼-½-¼ .. · 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 0 Cf) >-"' ~ ~ ~ 92-118" custom 24.083 · 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 @oR~ ~ ) C)~ 1/2"NOM. 9;1; Cf) 0 ½-½-½ 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 z 0 ..J § :E 0 EXTERIOR w ~ ¼-½-¼ .. -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 ¢J t zu. d. -, c/ U J: u.i T"" r-re-uu~ ~ 9T' 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 ~z ~ ON @oR 3 70-73 ~ ½-½-½ 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 oW -,-.> .... GLASS TYPE 10 (ANNEALED) 0 ·c£ ~ ¼-½-¼ .. -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 .... z-VJ GLASS TYPE 11 (TEMPERED) a:: w O> ~ ..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 al u. ..J ~ 0 0 ½-½-½ 30.186 • 38.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -92.9 a:: CX) ~ffl w ¼-½-¼ .. • 29.483 +80.0 N a:: +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 1 I iE ::> 0 Cf) a 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 -108.5 +80.0 -94.1 VJ I GLASS TYPES 8 • 15 J: w ½-½-½ 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 MAY NOT BE USED g :::E a:: c!i WITH INTEGRAL FIN ::> fl. ¼-½-¼ .. • 31.052 +80.0 +80.0 +80.0 +80.0 -101.0 e FRAMES !/l z z ~ -110.0 -110.0 -110.0 +80.0 -110.0 +80.0 -90.5 (!) :E C) ~ w ::> iii 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 "' ..J w J: <( 0 custom 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 -90.6 •ml ·:ts"{) ,.._,J3S .. MIN. SASH WIDTH (FLANGE WINDOWS)• QYERALL ~QTH • 58 056 \,,,1 111, ,,,, \~°'< L'fN,V 1'1,,_. .. MIN. SASH WIDTH (EQUAL-LEG WINDOWS)• OVERALL ~Pil1 • 57 5156 ,, y,.O .-·· ...... ,t~ ,, ,';;;:: .. ·· uccNs~:-.. <'<'. ,, ! ~....-·---~~ :: * : No. 58705 •. :. :: 'c:1 :*= NOTES: ="' ~::: -;:i ·. 2-. 10 . er -°'.: Q ·.. STATE F .: ~--1) OVERALL (flP TO TIP) DIMENSIONS SHOWN. FOR EQUAL-LEG -;.:.<-·. --~ ~ WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP OlMENSION IN THE TABLE ,, ~,51 ··.:"£0R1D1:-.-··c,-;: ,' TO DETERMINE THE WINDOW SIZE. ,,,, .s10N;.1...· €..~ , ,,, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. I I I If I II I I I\\\\\\ A. LYNN MIUER, P.E. P.E.#58705 TABLE 11: NOTES: Owrall Sash Design Pressure (lbsm2) for XOX Windows Width I Configuration Sash Width Range (in) 21-1/8" Owrall Hgt.j 29" O\tBfllll Hgt. Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 37" Olerall Hgt. I 49" Owrall Hgt. I 55" O\tBfllll Hgt. I 63" Owrall Hgt. 44• ¼-½-¼ I 12.038 -12.052 +80.o I -110.0 I +80.o I -110.0 +80.o I -110.0 I +80.o I -110.0 I +80.0 I -110.0 I +80.o I -110.0 %-½-½ I 12.053 -15.008& +80.0 -110.0 +80.0 I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.o I -110.0 49" ¼-½-¼ I 12.038 -13.302 I +80.0 -110.0 +80.o I -110.0 I +80.0 I -110.0 I +80.0 I -110.0 I +80.o I -110.0 I +80.0 I -110.0 %-%-½ I 13.303 -16.675 I +80.0 -110.0 +80.o I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.0 I -110.0 53-1,8• I ¼-1/:z-¼ 112.038 -14.333 I +80.0 I I I I I I I I I I I I -110.0 +80.o I -110.0 I +80.o I -110.0 I +80.0 I -110.0 I +80.0 I -110.0 I +80.0 I -110.0 ½-½-% I 14.334 -18.0501 +80.0 I -110.0 I +80.0 I -110.0 I +80.o I -110.0 I +80.0 I -110.0 I +80.o I -110.0 I +80.o I -110.0 61" ¼-1/:z-¼ 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 %-%-% 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 ¼-½-¼ I 12.038 -20.052 +80.0 -110.0 +80.0 I -110.0 I +80.o -110.0 I +80.0 -110.0 I +80.o I -110.0 I +80.o I -110.0 76" custom I 20.053 -22.185 +80.0 -110.0 +80.0 I -110.0 I +80.0 -110.0 I +80.0 -110.0 I +80.o I -110.0 I +80.0 I -110.0 %-%-½ I 22.186-25.6751 +80.o I -110.0 I +80.0 I -110.0 I +80.0 I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.0 I -110.0 ¼-½-¼ I .. -24.0821 +80.o I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.o 1-110.0 I +80.0 1-106.r 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 %-½-% 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 ¼-1/:z-¼ -25.302 +80.0 -110.0 +80.0 -110.0 I +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 I +80.o 1-106.7' 97" custom 25.303 -27.185 +80.0 -110.0 +80.0 -110.0 I +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 I +80.o I -110.0 %-%-½ I 27.186 -32.6751 +80.0 -110.0 +80.o I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.o I -110.0 I +80.0 I -110.0 ¼-½-¼ I .. -28.3021 +80.0 -110.0 +80.0 I -110.0 I +80.o I -110.0 I +80.0 I -110.0 I +80.0 I -110.0 I +80.0 1-100.r 109" custom I 28.303 -30.185 +80.0 -110.0 +80.0 -110.0 I +80.0 -110.0 I +80.o -110.0 I +80.o I -110.0 I +80.0 I -110.0 %-%-% I 30.186 -36.675 +80.0 -110.0 +80.0 -110.0 I +80.0 -110.0 I +80.o -110.0 I +80.o I -110.0 I +80.0 I -110.0 ¼-½-¼ I .. -29.463 +80.0 -110.0 +80.0 -110.0 I +80.o -110.0 I +80.0 -110.0 I +80.0 I -110.0 I +80.o 1-106.7' 113-5/8" custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %-%-½ 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 ¼-½-¼ -31.052 +80.0 -110.0 120" custom 31.053 -33.185 +80.0 -110.0 custom 33.186 -38.222 +80.0 -110.0 •• MIN. SASH WIOTH (FLANGE WINDOWS)= O\JERALL ~PIH-58.556 •• MIN. SASH WIDTH (EQUAL-LEG WINDOWS) = OVERALL ~PIH • 57 556 +80.0 -110.0 I +80.o -110.0 I +80.0 I -110.0 +80.0 -110.0 I +80.o -110.0 I +80.o I -110.0 +80.0 -110.0 I +80.0 -110.0 I +80.0 I -110.0 +80.0 -110.0 I +80.o 1-106.r +80.0 -110.0 I +80.o I -107.8 +80.0 -110.0 I +80.o I -110.0 •-110.0 FOR GLASS TYPES 9, 12, 13 & 15 I GLASS TYPES 8-15 MAY NOT BE USED WITH INTEGRAL FIN e FRAMES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL-LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND !If TO THE NEXT AVAILABLE SIZE. lef--3/16" HS GLASS 090" SG-~~ 3 fil..B!QB. liJI lell+3/16' HS GLASS _J 112"NOM. GLASS BITE ~ ¢: 32 GLASSTYPE9 f--\-13/16"NOM. I ~ GLASS STACK AIRSPAC~·090"SG 1/8"ANOR TP GLASS /8" HS GLASS 31h rrl74 @oR~~ EX¢QR~ 1/2"NOM. GLASS BITE t Q ~ / '-170-73 -e70R& '----' GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) f--\-13/16"NOM. I ,..,,-;.__ GLASS STACK AIRSPACtt.090" SG 3/16"ANOR TP GLASS 118" HS GLASS 31 74 @oR 1 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) PRODUCT REVISED ::,:,:rt:r. with Ille Flortda NOA-No, 2CMl406.04 Ex"-'..ratlon ~t. 3/2023 1,y/,r,, By: t •""' ·-· J,~ r ·=, MlamJ:PaH Pracluc:l'l:4!11trol A) NO CHANGES THIS ~I SHEET. -~ &I JR -03/11/20 ~ ii: C >-"' C):::. g;,; Q..J ~ z IL W J: ui ..... (.) (.) Q ~z; :2 ~ ;::-~ z l ::l ~ ~ 0: W ID ::l < ~ IL 0 "' I g ~ ~ ~:;; z ~ IB ~ ~ ::ll &: I= ::::, z !I.! ?; C) C) ::ll -w :::i IB °' -;j_ C ~ ~ ri: J: ~11111·:1~aa 1u1.1a-s \\\\\illfliftt ,<-<00~:1 ~~f'.tyl;,',,,, ,' ~--·· 1..1cE11s.,···.~( ', ~ ~.... '._~".;. :: * :' No. 58705 ·.. ::. = :n~ :*= ::..,:(./\ ; = ::.,:i ·.. ~ Cl _: c,::::: ~~.... TATEOF _.:~~ 11, ~ .. .:·•."IOR1Df'-... ·.-# ,,' ',, ~.s1o'rv'ii.L ·r:.~0.. ,,,' ,,,,,,,11\\\\\,, A. LYNN MIUER, P.E. P.E.# 58705 TABLE 12: Glass Types: 1 thru 7 GUIDE TO USING ANCH_QR QUANTJ"T_Y TABLES FOR XO/OX WINDOWS: Anchor Quantities for XO & OX Windows Meeting Rail: Standard = ~~* ~~* U2~3!ti2! ~411 ~ ~ Head & Sill i Head & Sill Head & Sill i -, -, Head& Sill 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 I 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 I 3 3r 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 I 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 J 3 2ANC~ORS ,--~ ~I ATTHE L~ra SASH 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 13 23• MAX_ O_C_ sr 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C3+1 • I 3 •"MAX_ 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C3+1 • I 3 TABLE 13: "1+C2+1 FOR GLASS TYPES 1, 4 & 5 L 9"MAX_ 22-1/2" _.A..,___,__ ~ MAX_O_C_ Anchor Quantities for XO & OX Windows Olerall j21-1/8" o.eran Hgt.I 37" o.eran Hgt_ Width 49'' Owrall Hgt_ Glass Types: 8 thru 15 Meeting Rail: Standard 63"0lleratlHgt_ r REPEATANCHORPATTERNATSILL Head & Sill I ~ Head & Sill I~ Head& Sill It -, -, -, 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 3r 1+C2+1 2 1+C2+1 2 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 6T' 1+C2+1 2 2+C2+2 2 2+C2+2 3 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 TABLE 14: ~ Head & Sill Head & Sill i -, 1 +C2+1 I 3 I 1+C2+1 I 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 3 2+C3+2 3 2+C3+2 3 2+C3+2 3 2+C3+2 4 Glass Types: 8 thru 15 12· MAX_ o_c_ I • I 6" MAX-O_C_ -I I-\ " " \ \._______ ____ _,.,_ I\ '~J[j! '\Q~:d --~ 2-ANCHOR CI..Ul>TER DETAIL 4• MAX_ O_C_ -j I-\______------"-------~ 3-ANCHOR CLUSTER DETAIL ,, --" \ Anchor Quantities for XO & OX Windows Meeting Rail: Heavy-Duty =~~~*~~*-~*w~*~~~w~* \ \ /;~, lJ ~ bl Head & Sill I Head & Sill -, 20" 1+C2+1 2 1+C2+1 25" 1+C2+1 2 1+C2+1 37" 1+C2+1 2 1+C2+1 49" 1+C2+1 2 1+C2+1 61" 1+C2+1 2 1+C2+1 er 1+C2+1 2 2+C2+2 76" 2+C2+2 2 2+C2+2 ~ ~ n n n i Head & Sill i Head & Sill i Head & Sill i Head & Sill i I ~ I ~ I 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 --~ 4-ANCHOR C!.J.JSTER DETAIL NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN_ FOR EQUAL-LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE-2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE_ PRODUCT REVISED ;!::1~ wltll-Florkla NOA-No. 20-0406.04 Exf!.1.'f'°" Datr,I:A«!23 By; ,f/it,IUl@, ) \ Ml■mJ::Pllde PNHluv~ A) NO CHANGES THIS SHEET_ JR -03/11/20 ~ ~ >-II') C) ~ g;:,; 0-'l< z u. (0 J: u.i ~ UUQ ~z~ ~~ ;::-~ z ! a) I •Joa ! 0: [310> ~ g ~ ~ ffl ~ ~ ~ ~ --~~~l .. 4S ~ ::E :::> ~ :::> 0 "' z 0: G -0 w ::E :I: a: :::> u ...J z < < a1111 1 ·:i•.!Q. l~e~ ,,,\\\1\\l\l.1/111111/. ,,,' '<'ot:"< ~~-~:/1/ 1/1,: ,,,,, , ~ __ ,,cc1,s<--X< -, ,.:-~--· " ·-.~ /~ . * / No. 58705 --~-: /1 *= -0 : VI 1:;f:t::-. _ ~ -. U;;t;-u .. .-$: ~(1--___ ,-, TE . .-0~ ',~,S' ·--.•_OR!v_''.,-·-0~,' ',,,,f10,~;.:1.. 1:.~, ,,,' If I I! I I I l \ \ \ \ A LYNN MILLER, P-E P£#58705 TABLE 15: Anchor Quantities for XOX Windows Glass Types: 1, 4, 5 Q\erall Sash Meeting Rall: Standard 12• MAX. O.C. I , I Sash Width 21-1/8" Owrall Hgt. 29" Olerall Hgt. 37" Cherall Hgt. 49" Owrall Hgt. 55" Owrall Hgt. 63"0\erallHgt. Width Configuration \ (\ (\ \ Range (In) .a .a .a .a .a .Q Head& Sill It Head & Sill i Head &SIii i Head& Sill E Head& Sill E Head & Sill It .. .. \~ -, -, -, -, -, -, JI' ¼-1/:z-¼ 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 /11; PRODUCT REVISED 44" :~i'i:i';'t.:'1. with -Florida %-¼-¼ 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 ¼-½-¼ 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 NOA-ffo.. 20-0406.04 49" ½-¼-½ ~lratton Date• DB/23/2023 13.303 -16.875 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....--ay, ··Matt-wl",_ ..J,u., ¼-1/:z-¼ 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 Mlam~ Produc:;rc.,l.tro1 53-1/8" ½-½-¼ 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 CLUSTER DETAIL ¼-½-¼ 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. %-1/:,-1/3 16.303 -20.875 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 ¼-½-¼ 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 JR -03/11120 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/.-½-Y. 22.188 • 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 00 ;;z ¼-½-¼ .. -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 w ;ii ~ < 92-1/8" 24. 083 -26. 185 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 ~ la ~ custom 2 0:: r--1/:,-1/.-% 0 0 Cl) 26.188 -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 ~ ¼-½-¼ .. Cl !:;; 0:: -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 g;,; Cl) z 97" custcm 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 0 ...I§ :i z 0 w i:: 27.186. 31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 2 3 1+C2+2+C2+1 zLL d .., custom 2 1+C2+2+C2+ 1 3 1+C2+2+C2+1 3 :x: ui.,... r;;-¼-½-¼ .. -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 Uoi ~ u.-irun ~z ON 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 ow~ ~ r--.>.,... 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 0 . .1; ~ Cl) ..-Z-0:: w O> 120· ¼-½-¼ .. • 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 w ...I .,... ...I al LL •• MIN. SASH WIDTH (FLANGE WINDOWS) ■ OVERALL ~DTH • 57 924 ...I ~ 0 0 .,... ~! 0:: ~ .,... .. MIN. SASH WIDTH (EQUAL-LEG WINDOWS) < OVERALL ~IQTH • 56 924 N GUIDE TO USING ~ i ix: i a ----/ 0 ANCHOR QUANTl1Y 1~:tt3~2jtj11!3 i :x: :::i TABLES FOR XOX ) :I! 0 ~ :::i 0:: WINDOWS: ~ z 0 ~ 5 :i :x: w :::i u "' 1 CLUSTER OF 2 r t CLUSTER OF 2 113 ANCHORS' ...I z :x: < < ANCHORS I ANCHORS IN THE •ml ·:,saa H!J•S 11 ~~~:T CENTERED AT THE I 3ANCHORSAT I CENTEREDATTHE JAMB ~·~-,i~F-A'-= {~-:~., \\\ 1 ' ,,,, ,,, oV<'I LYIVtv ',, ,,' :'-.~---·--·:---.. 1/.t;; ,,, 9• MAX 12" MAX. .C. THE SASH ,' ~ .·· \)Cf.:Ns(:-· .. ((. ,.....,. · ----:, --hr----r:-0 ,' ~-· --~-:-;:-* / No 58705 \"P ::'. r;r~·-'i'.A. :-1.= -0 : t!iJ;:o : = NOTcS; --,:1 ··.. 0 .-' 0: ~ ~ -1:-::~~mu -::,<'.1·· .. '!rm ~. ·df~ 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAl-lEG ', ~-·!lor-;m1'..· -0ef-,,' WINDOWS, SUBTRACT 1• FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ,,,,,S10NA.L' f,~ ,,,' 11111111111'''\' 2) FOR SIZES NOT SHOWN, ROUND J£ TO THE NEXT AVAILABLE SIZE. A. LYNN MlllER. PE. P.E.#58705 TABLE 16: Anchor Quantities for XOX Windows Owrall I Sash Width Conftguration Sash Width Range Qn) 21-1/8" O\erall Hgt. J:I 29" O-.erali Hgt. 3r Olerall Hgt. J:I "' 49" OIO!lllll Hgt. "' Glass Types: 2, 3, 6, 7 Meeting Rail: Standard 55" °""811 Hgt. I 63" Owrall Hgt. J:I "' Head& Sill Ii Head & Sill Ii Head&SIII Ii Head & sm Ii Head& Sill Ii Head& S"I Ii -, -, -, -, -, -, 44" ¼-½-¼ I 12.038 -12.052 I 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 121 1+C2+1+C2+1 J 2 I 1+C2+1+C2+1 J 3 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 3 ½-½-½ I 12.053 -15.008 I 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 121 1+C2+1+C2+1 J 2 I 1+C2+1+C2+1 J 3 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 3 49" ¼-½-¼ I 12.038 • 13.302 I 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 121 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 3 ½-½-½ I 13.303 -16.675 I 1+C2+1+C2+1 I 2l 1+C2+1+C2+1 I 2I1+C2+1+C2+1 J 211+C2+1+C2+1 I 3l 1+C2+1+C2+1 l 3l 1+C2+1+C2+1 l 3 53-118• ¼-½-¼ 12.038 • 14.333 1+C2+1+C2+1 ½-½-½ 14.334 -18.050 1+C2+1+C2+1 61" ¼-1/:z-¼ I 12.038 • 16.302 I 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 3 ½-1/:s-½ I 16.303 • 20.675 I 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 121 1+C2+1+C2+1 I 2 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 3 ¼-½-¼ 12.038-20.052 1+C2+2+C2+1 1+C2+2+C2+1 3 76" custom 20.053 -22.185 1+C2+1+C2+1 1+C2+1+C2+1 3 ½-½-½ 22.186 • 25.675 1+C2+1+C2+1 1+C2+1+C2+1 3 ¼-½-¼ --24.082 1+C2+3+C2+1 1+C3+3+C3+1 3 92-1/8" custom 24.083 -26.185 1+C2+2+C2+1 1+C3+2+C3+1 3 ½-½-½ 26.186 -31.048 1+C2+1+C2+1 1+C3+2+C3+1 3 ¼-½-¼ -25.302 1+C2+3+C2+1 1+C3+3+C3+1 3 97" I custom 25.303 -27.185 1+C2+2+C2+1 1+C3+2+C3+1 3 ½-1/:,-½ 27.186 -32.675 1+C2+1+C2+1 1+C3+2+C3+1 3 ¼-½-¼ •• · 28.302 1+C2+3+C2+1 1+C3+3+C3+1 3 109" custom 28.303 • 30.185 1+C2+3+C2+1 1+C3+3+C3+1 3 ½-½-½ 30.186 • 36.675 1+C2+2+C2+1 1+C3+2+C3+1 3 ¼-½-¼ --29.463 1+C2+3+C2+1 1+C3+3+C3+1 3 113-5/6" custom 29.464 • 33.185 1+C2+3+C2+1 1+C3+3+C3+1 3 ½-½-½ 33.186 -38.222 1+C2+2+C2+1 1+C3+2+C3+1 3 ¼-1/:z-¼ I --31.052 I 1+C2+3+C2+1 I 2I1+C2+3+C2+1I211+C2+3+C2+1 l 211+C2+3+C2+1 l 3l 1+C2+3+C2+1 I 3l 1+C3+3+C3+1 l 3 120" custom 31.053 -33.185 1+C2+3+C2+1 custom 33. 186 • 38.222 12"MAX.O.C. T -i \ n n \ \~[}J' 6"MAX.O.C. \ ~"'---' 2-ANCHOR Q_LUSTER DETAIL -j i-.Ji _ll_ \~y ~ 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: ------L \ -MIN. SASH WIDTH (FLANGE WINDOWS)• .,_...,_,...,...._.."'-"u.c..""""""-•• MIN SASH WIDTH (EQUAL-LEG WINDOWS), QYERAll WJQTH • 57 556 . 2 ,---~~ 3~, INTHE JAMB !'lQil§;_ 1) OVERALL (TIP TO TIP) OIMENSIONS SHOWN. FOR EQUAL-LEG WINDOWS, SUBTRACT 1• FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND l.!f. TO THE NEXT AVAIIABI.E SIZE. RAT THE SASH -, -----------9"MAX. /;~ I; Q ~ 7 MEETING RAIL REPEAT ANCHOR PATTERN AT Sill PRODUCT REVISED ;~'f:i':.'rt.::r. with -Florida NO-o. 2CM)406.04 Exl!_k:atlon -1123/2023 11y; 1f!aiutlp I~ Mia.../,,-Produc~ I A) NO CHANGES THIS SHEET. JR • 03/11120 i >-"' (!) ~ g;,; Q....1 S,! z 11. co :c u.i ... w-I :i ON 0 0 ~ t-z oW~ ,-.> ... ~ ~ ~ze ~ 0:: ~ CD ~ m ... 11. 0 ~d z 0 Q :c ~ ~ ~~ ~ ~ ~ fa 2 a: 3 <( 0 0:: 0 :c ~ <( c!i ~ :c ~iHl I -~li8(1 (H!JotS \\\1111111,, .,,,, ~'< LYNt 111,, ,,, ·.'(_,o .......... _v 4-to ~:,. , ~'/ 1-1CENs,!:-··._<(~-'., .::' '<'.' · .. ,p ~ ::: * i No. 58705 ··.. *:: 1J;_a~ .. 1Q:i ~~---. 1!~fe l) .:'/t~ -,-<}._·. ,,. .· ~' .,.,...'\."..-c'\·· •. l.C)R;OP.. .. •·r~ ,' ' "S ......... tA"' ,, ',,,, 10NAL ~-,,,' I I I I I 11 I I\\\\ A. LYNN MllLER. P.E. P.E.#58705 TABLE 17: Anchor Quantities for XOX Windows Overall I Sash Width Contigll'Blion Sash Width Range (In) 21-1/8" °""'811 Hgt.I 29" O.erall Hgt. 37"0wral1Hgt. Head&Sill 111 Head&Sill ll ..0 49" O'9rall Hgt. ..0 Glass Types: 8, 10, 11 Meeting Rail: Standard 55" 0"81'811 Hgt. I 63" Owrail Hgt. Head&Sill ill Head&Sill ll Head&Sill Iii Head&Sill Iii .... .., 44" ¼-½-¼ I 12.038 • 12.052 I 1+C2+1+C2+1 12 I 1+C2+1+C2+1 121 1+C2+1+C2+1 12 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 31 1+C2+1+C2+1 I 3 ½-½-½ I 12.053 • 15.008 I 1+C2+1+C2+1 I 2l 1+C2+1+C2+11211+C2+1+C2+11211+C2+1+C2+1I311+C2+1+C2+1 I 3l 1+C2+1+C2+1 I 3 49" ¼-½-¼ I 12.038 -13.302 I 1+C2+1+C2+1 I 2l 1+C2+1+C2+11211+C2+1+C2+1 I 2l 1+C2+1+C2+1I311+C2+1+C2+1 I 3l 1+C2+1+C2+1 I 3 ½-½-½ I 13.303 -16.675 I 1+C2+1+C2+1 1211+C2+1+C2+11211+C2+1+C2+1 I 2l 1+C2+1+C2+1I311+C2+1+C2+1 I 3l 1+C2+1+C2+1 I 3 53-118• ¼-½-¼ 12.038 -14.333 1+C2+1+C2+1 1+C2+1+C2+1 3 ½-½-½ 14.334 -18.050 1+C2+1+C2+1 1+C2+1+C2+1 3 61" ¼-½-¼ I 12.038 • 16.302 I 1+C2+2+C2+1 I 2 I 1+C2+2+C2+1 121 1+C2+2+C2+1 I 2 I 1+C2+2+C2+1 I 3 I 1+C2+2+C2+1 I 3 I 1+C3+2+C3+1 I 3 ½-½-½ I 16.303 • 20.675 I 1+C2+1+C2+1 12 I 1+C2+1+C2+1 12 I 1+C2+1+C2+1 12 I 1+C2+1+C2+1 I 3 I 1+C2+1+C2+1 I 31 1+C3+1+C3+1 I 3 ¼-½-¼ I 12.038 ·20.052 I 1+C2+2+C2+1 1211+C2+3+C2+1 I 211+C2+3+C2+11211+C2+3+C2+1I311+C3+3+C3+1I311+C3+3+C3+1 I 3 7fr' custom f 20.053 • 22.185 I 1+C2+1+C2+1 I 2 I 1+C2+2+C2+1 I 21 1+C2+2+C2+1 I 2 I 1+C2+2+C2+1 I 3 I 1+C3+2+C3+1 I 3 I 1+C3+2+C3+1 I 3 ½-½-½ I 22.188 • 25.675 I 1+C2+1+C2+1 12 I 1+C2+1+C2+1 12 I 1+C2+1+C2+1 12 I 1+C2+1+C2+1 I 311+C3+1+C3+1 I 3 I 1+C3+1+C3+1 I 3 ¼-½-¼ •• -24.082 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+4+C2+1 1+C3+3+C3+1 3 92-1/8" custom 24.083 • 26.185 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C3+2+C3+1 3 1/a-½-½ 26.188 • 31.048 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C3+2+C3+1 3 ¼-½-¼ .. -25.302 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+4+C2+1 1+C3+3+C3+1 3 97" custom 25.303 • 27.165 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+3+C2+1 1+C3+2+C3+1 3 ½-½-½ 27.186 • 32.675 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C3+2+C3+1 3 ¼-½-¼ •• -26.302 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+4+C2+1 1+C3+3+C3+1 3 109" custom 28.303 • 30.185 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C3+3+C3+1 3 ½-½-½ 30.186 • 36.675 1+C2+2+C2+1 2+C2+3+C2+2 2 2+C3+3+C3+2 1+C3+2+C3+1 3 ¼-½-¼ I .. -29.463 I 1+C2+3+C2+11211+C2+3+C2+1I211+C2+3+C2+1I211+C2+4+C2+1I311+C3+4+C3+1I311+C3+3+C3+1 I 3 113-5/8'' custom 29.464-33.185 I 1+C2+3+C2+1 I 211+C2+3+C2+1I211+C2+3+C2+1I211+C3+3+C3+1 I 3l 1+C3+3+C3+1 I 3l 1+C3+3+C3+1 I 3 l----------------+-4------4-+-------1-+------l--1-----1-.1-----+--I ½-½-½ I 33.186 • 38.222 I 2+C2+2+C2+2 I 2 I 2+C2+2+C2+2 I 21 2+C2+3+C2+21212+C3+3+C3+2 I 3 I 2+C3+3+C3+2 I 3 I 2+C3+2+C3+21 3 ¼-½-¼ .. -31.052 1+C2+3+C2+1 120" I custom 31.053 • 33.185 1+C2+3+C2+1 custom 33.188 • 38.222 2+C2+2+C2+2 -MIN. SASH WIDTH (FLANGE WINDOWS)• OVERALL ~PJH • 58 556 12" MAX. o.c. I • I (\ (\ \ \ .u. ~ ' llj; /;/; 6"MAX.O.C. L..,, 2-ANCHOR CiUSTER DETAIL -j I-_l'l _l'l \ l\_z _}j' L..-3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TA!3LES F'QR XOX WINDOWS: -MIN. SASH WIDTH (EQUAL-LEG WINDOWS) • OVERALL WIPJH • 57 556 .---...,_..., r:lANC-HORi 2 ~.L..---~ 1~:: NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL-LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND .!,!f TO THE NEXT AVAILABLE SIZE. . ft,~T ~-;W 1i=_ll=:5i~:ll_=i,iill_~fili_ii!_11ii_ij_~fiil_iiiii:l_l=S:_ 9"MAX. /j~ I; Q ~ :--r MEETING RAIL REPEAT ANCHOR PATTERN AT SIU. PRODUCT REVISED :Oi'f:I~• with the Florlda NOA-No. 20,,0408.04 ~ration D■t•;.~3/2023 ay, 1t!c~1uu& Jv.i Mlamt'.p-l'rocluc,t1:+tro1 A) NO CHANGES THIS SHEET. JR -03/11/20 <( ~ ~ ~ >-"' C) t::; g;,; 0 ..J >! Z LL W l: u.i ~ w-i ,-. ,-. 'ON uui 1-Z ~~~ ~z l ~ 0:: ~ i5 ffi ~ ~ ! ~ ~ LL 0 "' R ~ n: ~ 0 i= :r: j:: ~~ ! ~ C) -w :ii a: ::i ..J <( ::i 0 0:: 0 :r: ~ <( ;!§ ~ :r: af!!J t:iseqj_SB!'liS \ \ \ \ \ \ 111 i,1 t 11111 ,\\,o'r;!.'<_ L\ N,\;, 1,1 .._-..''.jf/,'.···~\-Cf:1~;·-.'_"t( ,.,.,,..,.. ''<"·' <' ·.~ / ::: .. ·. -p-::. ::: 11-.: No 58705 ·.. ::: = :r,~ '*= t-u:v\ ; :: ::-;o :, .,l.11 :' Q;::: \_'h\ ~ E F ./It/ / 1'-r. '·. <OR\01' .. · ,#, ,,,~s10Npi -~t:,.0,_,,,' 111111111,1\\\,, A LYNN MILLER, P.E. P.E.#58705 TABLE 18: 12• MAX. 0.C. I. . I Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14, 15 I " " I O\erall Sash Sash Meeting Rail: Standard \~ Width Configuration Width 21-1/8" O11erall Hgt. 29" o.eran Hgt. 37" o.eran Hgt. 49" O\erall Hgt. 55" Owrall Hgt. 63" O\erall Hgt. /11; ~!d Range (in) .0 .0 .0 .0 .0 .0 Head & Sill i Head & Sill i Head & Sill i Head & Sill i Head & Sill i Head & Sill i -, -, -, -, -, -, ¼-%-¼ PRODUCT REVISED 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 ;:,-:::;:t::I'. with -Florida 44" ~ __., ½-½-½ 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 NO-.,. 20jl406,04 2-ANCHOR ¼-1/z-¼ 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 1x,~1on33/2023 49" CLUSTER DETAIL ½-½-½ 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 ■y: Mai-, · . ..Ma .,.mf':p..i. p~-¼-%-¼ 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 53-1/8" 6" MAX. O.C. --I I-A) NO CHANGES THIS 1/:,-1/:s-% 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 \ " " \ ¼-%-¼ 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 c SHEET. '\-Z -~ 61" y & JR • 03/11/20 1/:s-1/:s-% 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 ¼-1/2-¼ 12.038 -20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 -22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1 +C2+2+C2+ 1 3 1 +C3+ 2+C3+ 1 3 1+C3+2+C3+1 3 "" S2 ~ < 1/:,-1/:s-% 22.166 -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 ~ __., ~ ~ ~ ¼-1/2-¼ .. -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 0:: ~ 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 CLUSTER DETAIL >-"' ~ ~ ~ %-½-% 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 8~ (/) .J ;,; i' z z 0 .J § 0 ¼-%-¼ .. -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. --j I-w ;:: zu.. .J -, J: uj .... -'"Ts" r---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 I " , " \ 005! :::i •ru 1/:s-1/:s-% 27. 166 -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 ~zv ~ ON \~ [y1 ow~ 2!2.. ¼-1/2-¼ .. -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 /11; r--->-0 . a; ~ 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 -z -(/) 0) 0:: w -w .J ½-1/:s-% 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 ! LL. .J 0 ¼-%-¼ .. -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 ~ if(i; I 0 v L---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+C3+3+C3+1 3 1+C3+3+C3+ 1 3 1+C4+3+C4+1 3 4-ANCHOR N %-½-% 33.166 -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 ii: 7mis 0 < -¼-½-¼ .. -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1 +C3+4+C3+ 1 1+C4+4+C4+1 3 i :r: ::> 2 3 :E 0 ~ 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 --/. ::> 0:: ;:: z 0 custom 33.166 -36.222 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 1!>C~3!>C~1~ ~ :ii :r: r---::> 0 Q:'. ""MIN. SASH WIOTH (FLANGE WINDOWS) r oyeRAU ,DJH · 58.556 GUIDE TO USING ) I ~ .J z :r: < < .. MIN. SASH WIOTH (EQUAL-lEG WINDOWS) -9YERALL vrTH · 57 556 0/1!1 ·:,s.aa Sfl,IJGS ANCHOR QUANTITY CLUSTEROF2 r 1 CLUSTEROFZ I rANCHORSI \\\\\Ill}///, TABLES FOR XOX ANCHORS I ANCHORS IN THE \' \ \{ l "f '11 11 ANCHORATI CENTEREDATTHE I CENTERED AT THE JAMB ,,,' y-.0~.-.. ·.'.-/i-111, ,,,,_ WINDOWS: THE SASH MEETING RAIL 13 ANCHORS AT MEETING RAIL ,' ~--·· ucE,,s<'·· .. f( ', H"-01~t ;6"== f: •-" ::' ~---·--~ "'.;-. 9" MAX 12" MAX DC THE SASH ::: * _.· No 58705 ·.. :. ----:, --hr----r:-w = ,a~'*-NOTES: =-u: i -/2 : = ,~;~r:~·-:.::,:l.... /2 2.-IJ .' £:,: ~ 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL-LEG -:.119'• ... /ATEO, ... :~; WINDOWS, SUBTRACT 1• FROM THE TIP TO TIP DIMENSION IN THE TABLE , <.<',.s, ·. iOR!D~ -· -#, TO DETERMINE THE WINDOW SIZE. /; -7 .... :::-r_"™ ,,, ,, 81 oiv;.-,:;..· -i~0,,,,' 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAlLABlE SIZE. 1111/f/JIII'•'\'' A LYNN MIUER, P.E. P.E.#58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE I • • I INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEJCMU. 1/4" MAX. SHIM =:::i EMBEDMENT -+I ••----1--i INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 7 7 'TYP. ANCHOR TYPE, I EMBEDMENTANDEDGE ~-••------------------TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER OVERALL WIOTH SUBSTRATE, SEE TABLE 19 OVERALL HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A VISIBLE LIGHT HEIGHT 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) 18 )SCREWS, (Plll 60). ONLY REQUIRED IF OVERALL HEIGHT IS OVER63". t EMBEDMENT (SHOWN WITH I.G. GLAZING) 11 ~ {), l'==='i I MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING HORIZONTAL SECTION C-C OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19 (SHOWN WITH MONO. GLAZING) NOTES: 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 19. ALL WOOD BUCKS LESS THIAN 1-112''THICKARETOBE CONSIDERED 1X INSTALLATIQNS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHIALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. II\BJ,g_1_i· Anchor #12Steel, 18-llor410 SS Scniw 1I4"410SS CreteFlex 114"Steel Ultraccn 1/4" Steel Ultracon + Substrate Southem Pine (SG•0.55) Aluminum, 6063-1'5 min. A36 Steel Steel Stud, Gr. 33 min. Concrete (min. 3.35 kal} Ungn,uted CMU, (ASlM C-90) Southern Pine (S~.55) Concrete (min. 2.85 kll) lJngnx,ted CMU, (ASlM C-90) Southern Pine (SG=0.55) Concrete (min. 3.00 kal) Ungrouted CMU, (ASlM C-90) Soothem Pine (SG=0.55) Min. Edge Min. Distance Embedment 9116" 1-3/8" 'JIB" 0.063" 'J/8" 0.063" 'JIB" 0.045" (18 Ga) 1· 1-3/4" 2-112" 1-114" 1" 1-3/8" 1" 1-'J/8" 2-112" 1-114" 1" 1-3/8" 1-3/18" 1-3/8" 1-112'' 1-1/4" 1" 1-3/8" VERTICAL SECTION 8-8 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. & NOTE B FOR HEAD TYPE. INSTALLATION OPTION4 ANCHORED THROUGH FRAME INTO METAL TYP ANCHOR TYPE, EMBEDMENT AND ·EDGE DISTANCE PER SUBSTRATE. SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROLITED CMU" VALUES MAY BE USED FOR GROUTEDCMU APPLICATIONS. PRODUCT REVISED :::.~ with the Florida NOA-No. 20-0406.04 2023 A) REVISED ANCHOR TYPE TABLE. JR -03/11/20 ~ ll: C >-"' g!=:i .J ;,; 0 .J s;! zu."' :r::wT"" (.) (.) i w-1-z ow-,-.>~ ~ z e <( ~ w I u. Cl 0 z "' 3! ... ! :5 u. 1aatiS ~ \ \. l 11 I I /II \\\ '( 'V 111 ... >'''\). . .o:\.-~·.r.f!_~v;f7, "<:.-___ ,' ~--·· \.ICEN,s•,,·· .. ~( ', ~ '<'/ ' -~-:._ ::: * _: No. 58705 ·.. --·a· .... --. r/Jlio'"'-=-o: : = '.;,:J ·,. ;.t0 / 0:: ~ -:;_9.,,·· .. /ATEOF /~~ ..-,.. ~f'I '· .. _(ORIO~~---··~,,' ,, "6' ....... 0 ' 111,/OflJAL ~~,,,' 11l1J1111\1' A LYNN MILLER, P.E P.E.#58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP SEE NOTE 2, THIS SHEET INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANO 1X BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. BUCK HEIGHT EDGE DISTANCE EMBEDMENT EMBEDMENT -t----t t EDGE DISTANCE . . ~~~::; --j 12" LENGTH, CENTERED I n.T1T1"-l'20)ABOVESASH / '----'----'-'--'. ~ I I , TYP. ANCHOR TYPE, I BUCK WIDTH ---------------i EMBEDMENTANOEDGE · • DISTANCE PER VISIBLE LIGHT HEIGHT SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. 11 HORIZONTAL SECTION A-A (SHOWN WITH I.G. GLAZING) t----t--EMBEDMENT • EDGE DISTANCE ... .... _,_. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. INSTALLATION OPTION4 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. HORIZONTAL SECTION C-C MIAM~OAOE APPROVED MULLION, FBC_/~ COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR ~ /l-, I-EDGE "-r-' DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. 6" LENGTH, CENTERED AT MEETING RAIL, 18):~~~(~Wl~~LY REQUIRED IF BUCK HEIGHT IS OVER 62". TYP. ANCHOR TYPE, EMBEOMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. VERTICAL SECTION B-B (SHOWN WITH MONO. GLAZING) NOTES: 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 20. ALL WOOD BUCKS LESS THAN 1-1/2"THICKARETO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DlRECTL Y TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X ANO 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. TABLE~· Anchor #12 Steel, 18-lla<410 SS Scl9W 1/4" 410SS CrateFle• 114" Steel Uffracon 1i.• Steel Ultraeon + HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. SubatJale Min. Edge Min. Distance Embedment Southern Pine (SG•0.55) 9116" 1-3/8" Aluminum, 6063-1'5 min. 3/8" 0.063" A36 Steel 3/8" 0,063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 kal) 1' 1-3/4" Ungrouted CMU, (ASlM C-90) 2-112" 1-1/4" Southern Pine (50-0.55) 1" 1-3/8" Concrete (min. 2.85 ksl) 1" 1-3/8" Ungrouted CMU, (ASlM C.llO) 2-1/2" 1-1/4" Southem Pine (S0-0.55) 1" 1-3/8" Concre1e (min. 3.00 kal) 1-3/16" 1-3/8" Ungrouted CMU, {ASlM C.llO) 1-112" 1-1/4" Southern Pine (SG-0,55) 1" 1-3/8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEXil'LAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTEDCMU APPLICATIONS. PRODUCT REVISED :!at'::~ with the Florida NOA-No. 20-0406.04 l!x11tratlon -~3/2023 av,-1rktn,,,f. ~ Mi A) REVISED ANCHOR TYPE TABLE. JR -03/11/20 w > ii:: C >-LO Cl~ 9~ 0-' ~ z u. J:uj,... (.)(,)~ ~z..,. ~~ ;=-< ~ze Cl I m w ~ -' u. j 0 < U) I ::> ~ N 0 ii:: w z 0 Z, Jea-4s i :r:: ~ :E i;'!j ::> ~ !II z -' ~ C) ~ ~ w rr: ::> en -' :r:: < ~ 80!1 ·:,geo H!,JBS ,\\\,,,\;il/1/,, ,.,'-~o~'i' l YtJ1v. ~' '.1 <' ~ ,· ..... _ '1~ ✓,,. ;:' _;s_ ... ·· uCtN.c;;.·•::,f< <.-.,, --~ ,... ·--~-:. : ~"' \".~ :,0 ·.. ~ :' Q:::: :,~ ·. '(.fATE f .·· (LJ;: , ~. ,., . k;, .,,.,,,.1'5's·· ... ?~~?.r:----·~~ ............. ,,,/ONAL E,\ll,,,' '111111111\\\ A LYNN MILLER, P.E P.E.#58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. EDGE ! l '------EDGE DISTANCE1 ~ iiii-< 11 1; DISTANCE TYP. ANCHOR TYPE, INSTALLATION OPTION 5 ANCHORED THROUGH AN INTO 2X WOOD FRAME OR BUCKSTRIP. r:~T'::t; -j 7 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. ---------------BUCK WIDTH ---------------1 VISIBLE LIGHT HEIGHT 1/4"MAX SHIM NOTES: EDGE DISTANCE HORIZONTAL SECTION A-A (SHOWN WITH 1.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) ••· Anchor EXTERIOR -0, MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 21. Sub11rate 2-1/2" x .113" Box Nail Southem Pine (SG=0.55) 2-1/2" x .131" Common Nail Southern Pine (SG=0.55) EXTERIOR 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2-1/2" x .145" Roofing Nall Southem Pine (SG=0.55) 2-1/2" x . us· Roollng Nall Southern Pina (SG&0.55) ¢ ANCHORED THROUGH AN INTO 2X WOOD FRAME OR BUCl<STRIP. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. VERTICAL SECTION 8-8 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-1/2"0F FIN CORNER. Southern Pina (SG•0.55) #10 Stoel Truuhead Scraw or 0.125" Alumlntm, 6083-lS min. #12 Steel, 1U or410 SS 0.050" A36 StNI Scraw 0.045" (18 Ga) Stoel Stud, Gr. 33 min. 1) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. ,__ __ +-EDGE DISTANCE EMBEDMENT J INSTALLATION OPTION6 ANCHORED THROUGH INTEGRAL FIN INTO METALI TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. Min. Edge Max. Min. Distance o.c. Embedment 5116" 5" 2-7/16" 3/8" 5" 2-7/16" 3/8" 5" 2-7/16" 3/8" 5" 2-7/16" 1/2" 5" 1-3/8" 5118" 5" 0.09" 5116" 5" 0.050" 5116" 5" 0.045" PRODUCT REVISED ;~~ wflll-Florlda NOA-flo. 2CMJ406.04 1x,1m1on -•~.Qf/23/2023 •:J::·udi. :bw, Ml deProdu~ A) NO CHANGES THIS 21 SHEET. :f ·"' JR· 03111120 ~ ii: o.., >-r--8 ~ ~i~ J: uj.,... 002 Wz -.r I-w -o>~ ~z e I I 13 a: < ~1· ...I ~ ~ u. (!) 0 ~ w r--N I-~ ii: ~ 0 z JH4S J: Q ::! ~ c!i ::> z -;;. Si ~ ~ ::> ...I rn J: < ~ am). ·?~'!Q ~a.u~ ,\\\\\111111,, ,,,': ~'l LtN, ,,,./ ,, ~y,O_ ........ _'v,11/, ,,, ,' ~ .·• \.\CEN.s'5-"·._("'( .,..,. ~ ~---·---~".;. :: * _: No 58705 ·. :: =--a :o..2-1iJic i *~ ::-,:; : ~I) .-·Q;:: \~·-. ~~TE F ./~/ / ~" · .. _t_i;;o/\ .·· ~' ,,,_,. \J~, ···-····· 0' ,, ,,,,~OAfAL <'-~,,,' I I I I I I I \l \ \ A. LYNN MILLER, P.E. PE,#!l8705 .062" rr,rn·1 2.560" !~ .062" 0 HEAD. FLANGE FRAME 2.724" --1 rffl "~l C .062" 0 HEAD. INTEGRAL FIN FRAME 2.724" ---j l ~l 1-r·,~ l 3.651" 0 SILL, FLANGE FRAME 2.105" -j ©SILL, INTEGRAL I 8 FINFRAME • [ 2• jl =-~-+-,-11.300" 1-.. ~~ ~' .062" LJ3-100· _1 -I 0 SASH PUU RAIL @ SASH LOCK RAIL e~;;:~L '@.050"R:i .795" 795" -1492" --l .812" TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS II-Min. fv Min. F11 Steel Screw 92k1i 120kll 18-8Scl9W 80ktl 95 kli •'10Scl'IW .... , 110kli EICoU-1156kll ~:::: I 11,r oawatt UltraCon+e 148 kai @7/16"BEAD @5116"BEAD (10 SS Oewall/EICo CreteFlexe 127.◄ kll 189.7kai 8063-'.lb Atumirun 18 k8i 22 .. , A3etiteel 38kai .... , Gr. 33 Stet! S1od 33ksi 45kSI i----2.724" -i r 2-r~L.062· ,_71 r"9i l Mr 7 2.766" 2.766" 2.786" -~~ -=---1 -:J 0HEAD, EQUAL LEG FRAME 0 JAMB. FLANGE FRAME 0 JAMB. INTEGRAL 0 JAMB, EQUAL LEG FIN FRAME FRAME 2.724" -J l 3.151" lt;;_"'su, ..-;11 J 0 SILL. EQUAL LEG FRAME 2.211· I ., 1.246" 1--7 ·•-£-:!, . _J 3.906" -1 .806" I-= 11 J e SIU ADAPTER @~~~N 11415":tJ ~ i17il .710" 062" -£ .723" -I .81s· 1-f e WINDLOAO ADAPTER 1--1.446" -j _l ~i 1.ao3• L__j' T j' ~ t-'"'"I ~II I ,i_J}1 ~2-::rµ, @sill TRACK @ANTI-LIFT CLIP 380" -l l=i-1~2" .045" -::ll:i. -j 6~ .464" -j J:i ~Tnr rr:. 01cr· -J~ 065" -J~ 0 HD MEETING RAIL t:::\KOOISPACE '-/4SGTPS 1/4"NOM. 0 STD MEETING RAIL EXT. GLASS ~PE~SPACER• e SCREEN ADAPTER €31GBEAD 8 IG SNAP BEAD SEAL 5118" NOM. 5116" NOM. SILICONE ROLL-FORMED SEAL STAINLESS STEEL EXT. GLASS POLYISOBUTYLE~E DESICCANT FILL INT. GLASS NT. GLASS f::\DURASEAL • ~SPACER ~XLEDGETM \'..:'./SPACER PRODUCT REVISED ;!,,1Z"'l:::I'. with the Flortda NOA-No. 2Q-0406.04 Ex~','"tlon -~~23 •:l!/:H,Ut,/i -;I 1W, . M -PnNluc,t'Cqi,tn>I A) UPDATED MATERIAL PROP. TABLE. JR-03/11/20 ~ 2i >-"' 8~ ...J;:I; 0-' 0 f LL~ <..) u,j "';" ~~i ~~;::-0 • i ~z ~ ~, ..... ~ a:: 0 i i "' ;E 13 :IE w ::, a:: ~ <( (I) ~ LL 0 00 ·.:i-6'.!QIS~.u;,5:1 ,,\•· .,,,/ ,,,, ):i;'/ LYNi-1 11,, ,, '00· .... '"•. 41, ,, ,'.;:: .. ·· 1CENs · .. ~('. ', ~ 'l'.-·· \. < ··-.. ~~ ,': t, i "'ifF.No 58705 \ 1'r~ -o: VI ; :: ::?)··. l).'0:::: ~9-·· ... iT~O ...-~; ',,~, ·-.':_1_o_f!101':.,•·0~,,' ,, .SroNAL 'c.~ ,,' ,,,.,,,,11111\\,,, A. LYNN MILLER, P.E. P.E.• 58705 TABLE23· Item# Part# Deocrlpllon 1 624038 Head, Flange Frame 2 624039 Head, Integral Fin Frame 3 624040 Head, Equal~eg Frame 4 624001 Jamb, Flange Frame 5 624017 Jamb, Integral Fin Frame 6 624026 Jamb, Equal-leg Frame 624035 SUI, Flange Frame 8 624036 Sill, Integral Fin Frame 9 624037 sin, Equal~eg Frame 10 624034 SUI Adaptor 11 624043 Seah Pull Rai 12 624006 Seah Lock Rail 13 624041 Sash Top & Bottom Rail 14 624027 HD Meeting Rail 15 624005 Std_ Meeting Rail 16 624047 Scraan Adapter 17 624051 Installation Hole C<M!f 18 64125M \Mndload Adapter 19 624042 SIU Track 20 624015 Anti-Lift Clip 21A 624009 1G Bead 21B 624011 IG Snap Bead 23 624026 7/1ff' Laml Glaz_ Bead 24 624013 511ff' Lami Glaz_ Bead 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 32 7126531< Mono setting Block 3/32" X 1/4" X 1" 33A 71715K Lami IG Setting Block 1/8" x 3/if' x 1-1/14" 33B 624014 1G Snap Setting Block 35 724045 Sweep Latch 38 71298 Weep Hde Cowr 37 41722 Hole Plug 38 724021 Lock Rail Cow<, (LH & RH) 39 724050 Pull Rail End Cap 40 724048 Roller Hol.8ing & Sash Guide 41 724052 Roller Wheels 42 724054 Sesh Top Rail Gasket, (LH & RH) 43 724055 Sash Bot Rail Geske!, (LH & RH) 44 724057 Frame Header Gasket, (LH & RH) 45 724058 Frame Sill Gasket, (LH & RH) 46 724063 Meetina Rail Gasket 50 Weetheratrip, _ 1ar x _ 170", Fin Seel @ Sash 51 Wealhe18lrip, _ 1sr x _270", Fin Sesl @MR 52 67070 Bulb Virwl 60 710X38PPAX #10 X 3/8' Ph_ PH SMS (\Mndood Adapter) 61 781PQX #8 X 1' Qd_ PH SMS (Frame & Sash Assembly) 63 AlllT1inum Scraan with Fibsrgi888 Mesh 70 Kommariing Kodlepace 4SG TPS 71 Quanex Super Spacer nxr 72 Quanex Duraaaal Spacer 73 . Cardinal XL Edge Spacer 74 Daw 791, 899, 983 or GE 7700 Back-ng Mabtrlal Alum. 6Q63.. T6 Alum_ 6063-1'6 Alum_ 6063--1'6 Alum_ 6063--1'6 Alum_ 6063--1'6 Alum_ 6063-1'6 Alum_ 6063-T6 Alum_ 6063-1'6 Alum_ 6063-1'6 Alum_ 6063-1'6 Alum_ 6063-T6 Alum_ 6005A-T61 Alum_ 6063-1'6 Alum_ 6063-1'6 Alum_ 6005A-T61 Alum_ 6063-1'6 Alum_ 6063-T6 Alum. 6063-1'6 Alum_ 6063-T6 Alum_ 6063-1'6 Alum_ 6063-T5 Alum_ 6063-TS Alum_ 6063-1'6 Alum_ 6083-1'6 Vinyl Vinyl Neoprene Neoprene Vinyl Caal 21nc Vinyl Vinyl Vinyl Vinyl Vinyl Stainless Steel Polyethylene Polyethylene Polyethylene Polyethylene Polvethvlene Stainless Steel Stainless Steel Varies See Sheet 18 for Matariall Silicone ASSEMBLY DETAILS FOR XO FLANGE FRAMES ., (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) ,,,,.,,,,..,,"" @) -<@ INTERIOR ~ I 'I 40 iii -~ NOTES: ~ ' .,..(s0 ,:.,~ I,, ,, 111 I !J 1T~~ e/ ~ INTERIOR ~ 1) ALL CORNERS TO USE GASKET ANOJOR SEAi.ANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARfTY_ PRODUCT REVISED =.:.....::t.::r. -the Florida NO-o. 20o0406.04 E""'-8tlon D•~Q23 By, Ma«.ua,_-J,1;; Mlam~ Produ~rol A) ADDED BACKBEDDING JR • 03/11/20 ~ 0: o.,, 8~ ..J ..J ~ ~":~ a~~ w z st I-w -o>~ ~:ie ~, I Sl a: ~ N ii: 0 :c :i; :::> z :E :::> ..J <( •m1 <( "' ~I;;: -0 j'.: "' w ~ 0 ffi )aiOiiS z 0::: c!i 0 u ~ oO :i; g :c \\\\\\I I I II 1 I I I ft ,,''y,.O~~-L~N_N 41. 111, ,,' -~-----\,\CENs~---~/ 11✓ .:-~~----~~-:. :: * / No_ 58705 ----~ = :r,~:*-=-o: (.,I\ : :: ::11--. :Z.),I.) :a::-~~\ tTAT OF /rtf ✓✓ ~u' ---~ior,,,o~-_ --0~ ,,' ,,,,,f:otvAL-~~,,,,' I II It I 111 \ \ \ A LYNN MILLER, P.E_ PE.# 58706