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REVIEWED FOR MIAMI-DADS CODE C MPLIA 1 MI—DADE COUNTY,FLOWDA j ® ��* �„ ®p� �yPRODUCT CONTROL SECTION tie®tl 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RES I ( R) Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regt1 oOYthe use of construction materials. The documentation submitted has been reviewed and accepted mi-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR7710A"Aluminum Horizontal Roller Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18,with revision A dated 03/11/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant G�tvEo 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 ®9 meengt__ed herein. �aa�,�;tc>N:NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no e<�� \L9 change in the applicable building code negatively affecting the performance of th a is 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 MIAMI•DADE COUNTY Expiration Date: August 23,2023 ® Approval Date:August 27,2020 T8/190/20 Page 1 or I i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's j A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 18-062 7.01) 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. 18-062 7.01) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 18-062 7.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition(2017), dated 06/18/18 and updated on 07/25/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. I8-0627.01) 2. Glazing complies with ASTM E1300-09 Manuel Perez,P.E. Product Control Ex r NOA No.20-0 06.0 Expiration Date: August 23, 3 Approval Date:August 27,2020 E-1 I PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 61h 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. 18-062 7.01) 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. 18-062 7.01) G. OTHERS 1. None. Manuel Perez,P.E. Product Control Exar NOA No.20-0 06.0 Expiration Date: August 23, 3 Approval Date:August 27,2020 E-2 i I PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I 1 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 7710NOA-1,titled"Aluminum Horiz. Roller Install(LM), sheets 1 through 19 of 19, dated 06/30/18,with revision A dated 03/11/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsi1983 silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition(2017),prepared by manufacturer, dated 06/18/18,revised on 07/25/18 and updated to the FBC 71h 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(SGXTM) Clear Glass Interlayer"dated 05/23/19, expiring on 05/23/24. 0' Manuel Perez,P.E. Product Control Exa NOA No.20-0 06.04 Expiration Date: August 23, Approval Date:August 27,2020 E-3 j PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61tl 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 10,2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda,P.E. G. OTHERS 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. Manuel Perez,P.E. Product Control Exa ' r NOA No.20-0 06.04 Expiration Date: August 23, Approval Date:August 27,2020 E-4 SERIES HRT710A 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 OWHZ). TABLES 1-14ES, 1Y SEE TABLES 2-11 IMPACT RESISTANT SEE TABLES 12-14 23' O.C. 9° 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS I O-C- --�� B INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. USER INSTRUCTIONS: �` 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MU1MI-DARE COUNTY APPROVED - 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT PRODUCT REVISED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 FROM ASCE 7. 25 complying with the Florida CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. Building a A A NOA-*Io. 20-0406.04 4)ALL WOOD BUCKS LESS THAN 1-112-THICKARE TO BE CONSIDERED 1X INSTALLATIONS,1X WOOD BUCKS 76' 2)KNOWING YOUR GLAZING OPTION(TABLE 1), ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-12' OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE F: Irallon Dato• 2181 3 2 HEIGHT 69" 69" YOUR WINDOWS DESIGN PRESSURE FROM TABLES THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL 8E DESIGNED AND SECURED TO PROPERLY SASH FIXED 2-11,IT MUST EQUAL OR EXCEED THE DESIGN �° TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THE Mlam ade ProduetYCo 1 OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). BUCK LIGHT LIGHT 22-IIZ 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 3.Hyg• 3)DETERMINE THE ANCHOR QUANTITY FROM 2020,REVISED ANCHOR SEALED.OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH IVI&FO(ED TABLES 12-18.DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INST{LUCTIONS. VISIBLE B LIGHT :s TYPE TABLE. LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE 4!8)1!4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATION,SHEET 16 FOR EQUAL LEG JR-03/11/20 THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION OR SHEET 17 FOR INTEGRAL FIN _ INSTALLATION. 7)DESIGN PRESSURES: SEE WEEPHOLE B - I I�(8'1 NOTE:DESIGN PRESSURE RATING DETERMINATION 5 Y a - A NEGATIVE RESIN LOADS BASED ON STRUCTURAL&CYCLE.TESTING AND GLASS NDTES THIS SHEET 75'BUCK WIDTH —�+1 f� MAX. IS THESAME PROCESS FOR ALL FRAME TYPES M � •mob PER ASTM E1300. 76'OVERALL WIDTH BUCK) (FLANGE,INTEGRAL FIN OR EQUAL LEGBOX). K m O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE ❑ o to TESTING .D SI NLOADS AND AREBBASSEDONALLOWABLESRESSDESIGN,ASO. TYP. FLANGE XO ELEVATION(OXSIM.) ,j Pe x 3uo wIn1PLAsnCBAFFLe c"�I °'°0 C MAX.DIMENSIONS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4-FROM EACH END. O o O Z O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL -I J o W Z o I�n CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1lJ°6 STRESS INCREASE HAS NOT BEEN QUANTITIES,FORANCHOR Z IL. Q , � � n USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE 7:ILJ SEE TABLES 15-18 t2° O(.5a J EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-12" O.C. — J aea° 'oN MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION O.C. �_ r F Z m v Q y510 RESISTANCE -- -- -----�� B 112,O.C. Wr:^; ip Z Z O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA J� Z W Q BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "--- J 10)REFERENCES:TEST REPORTS FTL 18.7891&18-7891.01;ELCO ULTRACON NOA;DEWALTIaCO / / / O CRETEFLEX NON DEWALT ULTRACON+NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD C 56" C lL' w CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL SASH / FIXED / ® N nl 8SIBLE Of 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL OVERALL VI VISIBLEALL LIGHT LIGHT / i 0 H 1aey5 HEIGHT 22.12' TABLE 1: L� F Z DP Table 0 1 Anchor Table i fiY O.C. � J O_ Glass Description(LIMDd from Ei tsrlor to interior) XO!O% XOX XO/OX XOI( BUCK 34' 55-318'FIXED Z t� Type HEIGHT ��H VISIBLE LIGHT V, 2 W X HD STD STD HD STD IT 8" PUB,1/ A 2 7 1 I LIGHT J W = 2 1/8"HS..09U PVB.1/8"HS 3 e 12 16 L 9. Q C7 3 3/16•AN..090"PVB,3/16"AN 3 8 12 16 ell! '°sa0 r.�•5 4 13/16"LTG:118'AN CAP.AIRSPACE 1/6'AN,.09T PVB,1f8'AN 4 7 12 15 B SEE WEEPHOLE 5 13/16"LIG:11W TP CAP.AIRSPACE,1/8"AN,.D90"PVB.110'AN 3 - 7 12 - 15 -1--NOTES, \\11 /q/. 6 13/18'UG:3116"AN CAP.AIRSPACE.118"AN..09W PVB,118'AN 3 - 9 12 - 16 119"BUCK WIDTH THIS SHEET ��``��.CENSN•%��''��i 7 13116 UG:3116"TP CAP,AIRSPACE,1/8"AN,.090'PVB.Vir AN 3 - 9 12 - 16 SEE SHEET 17 FOR 120'OVERALL WIDTH `� 8 3/16"AN,.09T SG,3116"AN 6 8 10 13 14 17 INTEGRAL FN F 9 3116"HS,.090"SG.3116"HS 5 6 11 13 14 18 ANCHORAGETYPE TYP. FLANGE XOX ELEVATION �:• •.�! 10 13116'UG:1/8'AN CAP,ARSPACE,3/10"AN..090"SG,9/18'AN 5 N0.58705 6 10 13 14 17 &SPACING MAX.DIMENSIONS ALLOWED BROWN 11 13116'UG:118"TP CAP,AIRSPACE.3110'AN..OW SG,3/10'AN 5 8 10 13 14 17 12 13118•UG:1/8"AN CAP,AIRSPACE,1/8"Hs,.590"SG.I-FIS 5 8 11 13 14 18 GENERAL NOTES................_................1 •/�,Il CODES!STANDARDS USED: -�;• E ZD irz 13 13/18'UG:1!8'TP CAP.AIRSPACE.V8'HS,.090'SG.1/8'HS 5 6 11 13 14 18 ELEVATIONS..........................................1 SSlllkkk •20 ( , EDITION GLASS TYPES TABLE._.........-...._.....i <C! 14 13/16"LIG:3118'AN CAP,AIRSPACE, 1/81 HS,.0901 SG,1/8•HS 5 8 20 FLORIDA BUILDING CODE 7TH EDION 11 13 14 18 %0 16 13118"LIG:3116"TP CAP AIRSPACE VW HS.09W SG,1/8'HS 6 e 11 13 14 18 •2017 FLORIDA BUILDING CODE(FBC),eTH EDITION DESIGN PRESSURES...........................2-9 �'�•'•-.FL �: SG-KURARAY SENTRYGLASe INTERLAYER BY KURARAY AMERICA,INC. •ASTM E1300-09 ANCHOR QUANTITIES......_...........-....10PVB=KUR .14 i�ss•..ORIDP..•'G\?� ® •ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS__15.17 AN=ANNEALED TROSIFOL PVB INTERLAYER BY KURARAYAMERICA,INC. .ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES........................18 /�//l�AL1\1\\� AN=ANNT-STR •AISI SIOD-16 CORNERASSEMBLY............................19 NS=TEMPERED HEAT-STRENGTHENED •AISC 360.16 PARTS LIST.................... ..19 A LYNN MILLER,P.E. TP=TEMPERED - - P.E058705 TABLE 2: Glass Type:1 Overall Design Pressure(Ibsffe)for XO&OX Windows Meeting Rail:Standard O PVB -1/8-AN GLASS Width 21-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall HgL 11W AN GLASS 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 $5.0 30 PRODUCT REVISED 26' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 24 as lding rnn with the Florida 12•NOM. eafldin8�od0 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS BITE Nov-Ho. 20-0406.04 EXTERIOR Ea Irotion Date" 812312023 49' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 a 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74 Bar 32 Miam_ de Produ trol 6T' +65.0 65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS TYPE 1 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 A)NO CHANGES THIS SHEET. e JR-03/11/20 ao C) rn Q 3/16"AN GLASS ca .090"PVB 1/W HS GLASS .- •000"P1I6 }n aiW O 30 1/8"HS GLASS 30 3/16"AN GLASS �N Q 1 1 i Z O 24 --!_ 23 J_ O LL p W TABLE 3: In•NOM. Vr NOM. =Uj� ' t� Glass Types:2,3,5,6,7 GLASS BITE GLASS BrrE O cU d -j overall Design Pressure QbsHe)for XO&OX Windows EXTERIOR EXTERIOR W- m -' ""'0 ;N Meeting Rail:Standard I.-z �Width 0 _ F sx° 21-1/8"Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 74 � 74 0 z 20" +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +85.0 $0.0 +85.0 $0.0 32 32 Z W w rn GLASS TYPE 2 GLASS TYPE 3 -' 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 FmQ- 3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ffi Ix W cli ® �+ 49" +65.0 -80.0 +65.0 -80.00.0 +65.0 80.0 +65.0 -80.0 +65.0 $ 13/16"NOR 13/16"NOM. IV 0-'0.0 rF �r GLASS STACK -GLASSSTACK S! D_ :D 1�vs CD 61" +85.0 $0.0 +65.0 $0.0 1 +65.0 $0.0 1 +65.0 $0.0 +65.0 $0.0 AIRSPACE .090"PVB AIRSPACE .09W PVB. O S W 67 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2• 118"TEMPERED 1�"� 3/16•AN OR AN GLASS M d C GLASS TP GLASS 74" +65.0 -80.0 +85.0 $0.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -72.2' 31 GLASS74 31 7a " g z "0.0 FOR GLASS TYPES 2.3.687 � W S Q 0 GOR i in•NON1. 1 OR 1 B Ur NOW. 'xa°ssuag GLASS BRE GLASS BITE EXTERIOR EXTERIOR a a 70-73 70-73 `���.•' VCOR 9 OR ENSF GLASS TYPE 5 GLASS TYPE 6(ANNEALED) _=xr: No.58705 GLASS TYPE 7(TEMPERED) NOTES: 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND �'. ,c Zn� •(V�; EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN i��s •.<ORIOP,.••��`� THE TABLE TO DETERMINE THE WINDOW SIZE. '''�S�O�AL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE A LYNN MILLER,RE P.EN 5870.5 TABLE 4: Glass Type:4 Overall Design Pressure(Ibstfe)for XO&OX VYindows GLASS STACK Width Meeting Rail:Standard o9o'Pv6 21-1/8"Overall Hgt. 3T'Overall Hgt. 4W Overall HgL 55"Overall Hgt. 63"Overall Hgt. AIRSPACE 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 11W AN GL/1SS /6°AN CLASS 25" +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 31 74 PRODUCT REVISEDas oompNing with the Florida Building=odo 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1®OR 1 NOA-ft- 20-0406.04 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ia' Expiration Date- 8/23/2023 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 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 4 Mlarn de Prod trol 70-73 LNOCHANGES THIS 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -77.1 +64.9 -64.9 ®OR 3 GLASS TYPE 4 LU co Y Q { �13/16'NOM. m •tea 1 GLASS STACK co 0 0 3l16"ANOR AIRSPACE '���' >-N slap 2 Q HS GLASS 1/8°ANOR .090'SO 3HGANOR TP GLASS 3116'ANGLASS j co Z J ED 30 "S i 31 74 =LU m ' 23 U U d -) urcvp 12'NOM. 1�OR 1 1!Y NOM. F Z a Q SAW TABLE 5: GLASS SITE GLASS BITE (D W N Glass Types:8 thru 15 EXTERIOR EXTERIOR o �, Z Width Design Pressure(lbs/fe)for XO fL OX Wridows Meeting Rail:Standard G77 74 � Z w 21-1/8"Overall Hilt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 32 ®OR 3 70 73 p O 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) ® � a ►j m 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 TYPE 11�MPERED) ig FX � 3T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 2 N Taa4S LU 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ICE- 13/16'NOM 13/16'NOM. 7 a GLASS STACK GLASS STACK 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 A01.9• 09('sO c_9 AIRSPACE AIRSPACE .090-SG pT 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7• I W AN OR 31W AN OR W = TP GLASS i/B°HS GLASS TP GLASS /8"HS GLASS Q p 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +80.0 �0.0• apt •asap sauag •-110.0 FOR GLASS TYPES 9,12,13,14815 31 74 31 74 i21 R 1 1@'NOM. 'OR 1 trz'NOM. ��•�pNY LYNN�i 'GLASS TYPES 8-75 GLASS BITE GLASS BITE ,�� QG 19"•, MAY NOT BE U8-1 EXTERIOR EXTERIOR WITH INTEGRAL FlN a �] *.•:� No.58705 •FRAMES - - NOTES: ®OR 70-73 ®OR 33 70-73 %O SAS 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND GLASS TYPE 12(ANNEALED) GLASS TYPE 14.(ANNEALED) �'• F(ORIDn.••'•���� EQUAL-LEG WINDOWS,SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN i THE TABLE TO DETERMINE THE WINDOW SIZE. GLASSGLASSTYPE13�EMPERED) GLASSGLASSTYPE15�MPERED) Z'••••-••• 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILA13LE Ste. //1NAL WE,vv` A,LYNN MILLER,P.E. P.E468705 TABLE& Overall Design Pressure(Ibsliitz)for XO&OX Windows Glass Types:8 thru 15 Wiatth I Meeting Rail:Heavy-Duty 21-1/8"Overall Hgt. 37"Otierall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 76"Overall Hgt. 20" +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 PRODUCT REVISED 25" +80.0 -110.0 +80.0 -110.0 +00.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11().0 as aomphrinB with the Florida Bulidl� ode 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Non-no. 20-0406.04 Expiration Date• B 2312023 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 Br 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 m4xmfe Produef'6o trot 67" +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -110.0 1 +80.0 1 409.8` GLASS TYPES 6-16 'MAY NOT BE USED A)NO CHANGES THIS 76" +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -110.0 1 +80.0 1 -105.8` WITH INTEGRAL FIN SHEET. •-110.0 FOR GLASS TYPES 8-13 816 FRAMES a JR-03/11/20 � 13118'NOM. 13116"NOM. 13116'NOM. - GLASS STACK GLASS STACK - GLASS STACK m Y so Q 3118°AN OR AIRSPACE ' AIRSPACE .090"SG AIRSPACE .090'SG � M _Asa .�, HS GLASS 1/8'AN OR L8°AN OR 3118'ANOR IM-HSGLASS O o 3116'AN OR TP GLASS 3116-AN GLASS TP GLASS 1Ai°HSGLASS TP GLASS 30 HS GLASS f 74 31 74 31 74 C}7 N alno O z z 23 ¢1gIOR 1®OR 1. OR 1 O iL o W 12'pOM. `/ 112°NOM. 1?NOM. 1?NOM GLASS BRE GLASS BRE GLASS BnE GLASS BITE =Uj to �^ 9 r EXTERIOR EXT EXTERIOR EXTERIOR OD a a a ~LU F aMa 74 70.73 70-73 70-73 0> Z 32 ®OR ®OR ®OR 3 Z�% W 4' W GLASS TYPE 8 GLASS TYPE 10(ANNEALED) GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) w m LL GLASS TYPE 9 GLASS TYPE 11(TEMPERED) GLASS TYPE 13(TEMPERED) GLASS TYPE 15(TEMPERED) p tQ- O LU ® r N ce laayg F Ix o Z Z c� g C7 w J W = Q 0 aliU •xap sel�ss `\\10 (jNY LYIrJN ��cl��•' 1.IGENSF����'. >�P. No.58705 •�� ^ NOTES: 00 �AT. F 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG WINDOWS.SUBTRACT VFROMTHETIPTOTIP DIMENSION IN THE TABLE S='<O.......•'G�C;�� TO DETERMINE THE WINDOW SIZE. '/i TONAL 2)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE SRE. A LYNN MILLER,P.E. P.E9 58T05 TABLE 7: Glass Types:1,4,5 Overall Sash Width Design Pressure(lbs/Ft2)for XOX Windows Meeting Rail:Standard ra"ANCLAss Width Configuration Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. ST Overall Hgt. 63"Overall Hgt. PVB re'AN class " 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 1 1 as tytay 12053-15.008 +60.0 -60.00.0 +60.0 -60. +60.00.0 +60.0 -60.0 + ,0 -60.0 +60.0 -60.024 comp with the Florida 0.0 +80.0 -60.0 Ire NOM Building dodo 49 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 HOA-110.- 20-0406.04 1/3-1/3-%3 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 EXTERIOR Expiralion Dato• 8/23/2023 53 1/6" 1/a Y2-Y4 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 Ml�am ae P.o-Jiw jY4-%-Y4 4.334-18.050 +60.0 -60.0 +60.0 $0.0 +60.0 $0.0 +60.0 •80.0 +60.0 -60.0 +60.0 -60.0 32 GLASS TYPE 1 A)NO CHANGES THIS 2.038-16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.061" 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 13116"NOM 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 -81.9 I GLASS STACK z JR-03111/20 76" 0.053-22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 AIRSPACE .09V PVB 2.186-25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 118'AN c vB"AN GLASS ao Y -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 > M •naa 92-1/8" custom 24.083-26.185 +60.0 Of -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 57.8 a o cOn %J/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 a 7B ireLA NOM �of a+a0 W 6 GLASS BETE O N O 1/4-%r1/a " -25.302 +60.0 �0.0 +60.0 -60.0 +60.0 -60.0 +58.2 58.2 +53.9 53.9 +48.7 -48.7moR O w 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 -85.5 u a sw� 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 OR 3 7a73 w U a°° •oN z v Q Sala 1/4 1/2-%q -28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 58.2 +53.9 -53.9 +48.7 8.7 GLASS TYPE 4 ; co 101 custom 28.303-29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 59.8 +51.3 51.3 Z a W W custom 29.186-31.038 +60.0 -60.0. +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 52.5 1a/1G"NOM W m a 1 7 7 ". I GLASS STACK J ¢ O 120" /a-/r/4 -31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 58.2 +53.9 -53.9 +48.1 1 .09o"PVB I- ,o "MIN.SASH WIDTH(FLANGE WINDOWS) OVERALL VIDTH-57.924 _ _ N�PTAPCE ® N it 2 GLASS GLASS AN U) 7eaYS MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)=OVERALL WIDTH-66,924 GLASS o = 2 31 74 F LU ¢ 0 0 1@OR 1 Z Z 1!2'NOM GLASS BITE w EXTERIOR y a ¢ �aH1 '�0 sauaS 70-73 ®OR 3 GLASS TYPE 5 `�e1�.•'' LICENSE�����i No.58705 NOTES: F 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND its•'•R.�ORIDP,,••'�� EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIPTO TIP DIMENSION IN S7ONAL(cNG`\� THE TABLE TO DETERMINE THE WINDOW SRE //III1111111,` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. A LYNN MILLER,P.E. P.E8667W TABLE 8: Glass Types:2,3 Overall Sash Sash Width Design Pressure(Ibslfe)forXOX Windows Meeting Rail:Standard oso,PvS 1r6•HSGLAss Width Configuration age(in) 21-1/8"Owrall Hgt. 29"Overall Hgt. 37"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 -50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -10.0 30 ���/z-�/a � PRODUCT REVISED 44" 24 as comp�1ng with the Florida 1/Y3-'/3 12.053-15,008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 V2"NOM. Building todo 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 GLASS BITE N pirateA-No .0 231 6.04 49" �/a-T/2-�/a EXTERIOR Expiration Bate• 8 23 0 1/3_1��/ 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 74 By 1/4_1/2 14 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 32 Mlam ado Producp'Co trol 53-1/8" GLASS TYPE 2 1/3 1/3'1/3 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 A)NO CHANGES THIS 61'. 1/4 1/2�/4 12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 S SHEET. 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 3116'AN GLASS JR-03/11/20 12.038-20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •09(r PVB 76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3n6•AN GLASS co g 30 Ul - 1/3�/3-t/3 22.186-25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 23 m 5 •tea -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +.65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS2' BR 921/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 EXTERIOR J Z z 1/3_t/3-�/3 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 74 Z o� W o d ' ti Y4 J/z-Y4 -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 GLASS TYPE 3 U v d aLIJs 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 -80.0 ~o w^ F sma 27.186-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 v C Z Z y " -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W W r' 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 0 F¢- O O � 1/3 1/3 1/8 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 ® g N Wa, 1/4-�/z-Y4 -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 o y ra„u 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 F = uNi 1/3_1/%3 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 z Z 1/a-Y2 1/4 -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W 120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ¢ p = custom 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 allu "tea sw" MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.656_ LYNN�i **MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)=OVERALL ZDTH-57.556 �:•• LIGENSF•,��� i No.58705 � J -70 N 20 � NOTES: _ O •. 57ATE F •(A- 1)OVERALL MP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND ORIDP..•' \;Z:" EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN i THE TABLE TO DETERMINE THE WINDOW SIZE. S;�NAL ISN�```` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE A LYNN MILLER,P.E. P.E3158705 TABLE 9: Glass Types:6,7 Overall Sash Sash Design Pressure(Ibs/fe)for XOX Windows Meeting Rail:Standard 13116"NOM Width Configuration Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall HM. 49"Overall Hgt. BY Overall Hgt. 63"Overall Hgt. �- GLASS STACK 12.038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AlRspacE oso"Pve 3116"ANOR PRODUCT REVISED 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 TP GLASS �'�G�� as complying with the Florida Building Code -�� 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 49" 31 74 Non No. 20-0400.04 /z Ex [ration Date- 8/23/2023 1/3-�/Y/ 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 i t?NOM. GLASS BITE gy, 53-1/8" 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR NILMram pads Proaaexco 1/3�/Y3 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 � A)NO CHANGES THIS Ya-1/2-Y4 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 ®3 OR 70 73 a SHEET. 61" •g 1/3-1/1/3 16.303-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 6(ANNEALED) JR-03/11/20 y4_t/%4 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 -72.96 GLASS TYPE 7(TEMPERED) 76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 ao Y ¢ 22.186-25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 > •„aa a � o %%Z�/a -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 74.1A +65.0 -67.56 0 0 o to or"0 O ¢ 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 N O O1 c t/3-�/3-�/3 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 p g W LL J -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65,0 -67.5B U W d ~ 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 W z 03 ¢ van a w I- 1/a-Y3 1/3 127.166-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ti> z �a--�/rya '" -28.302 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.1A +65.0 -67.56 2! to� � � 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 LL Y3-%3••�/3 30.186-36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 75.8 ® � w L' fJ y4 /z-�a - -29.463 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 74.1A +65.0 -67.5B v1 raevs 113-5/8" custom 29.464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 0 = W 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 a o z - rz 1/4_y/%4 '• -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.56 S2 & 120" custom 31.053-33.185 +65.0 -80.0 +6- -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -66.4 ¢ CO = custom 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -86 6 +65.0 -71.3 ana • aqua MIN.SASH WIDTH(FLANGE WINDOWS)- OVERALL WIDTH-58.556 '�-80.0 FOR GLASS TYPE 7 . °-75.0 FOR GLASS TYPE 7 ��� tyY LYAW WI -MIN.SASH WIDTH(FIN 8 EQUAL-LEG WINDOWS) OVERALL WIDTH•57556 - 0.••"• i� 2 Q \,ICENSC.'•. *; N0.58705 71r_ IYTE NOTES: '. �0 Q_ 1 OVERALL PTO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND �O'� ••��� Z. 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P.EB 58705 ------ ----- TABLE 10: Overall Sash Sash Design Pressure(Ibs/ft2 for XOX Windows Glass Types:8,10,11 Width 9 Meeting Rail:Standard 3/t8'ANGLASS Width Configuration Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. .090"sG 3116"AN GIASS 4V �a-�/2-ya 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 30 � PRODUCT REVISED � %-1/3-1/ 12.053-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 as comp�ad with the Florida 1f2'NOM, aunding e 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS BITE NOA-No. 20-0406.04 49" 1/4�/2/4 EXTERIOR IraHan Dat"8/23/2023 Y3-13-'/3 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 ar 74 1 1 53-1/8" 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 x11am ada Product'Co 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 GLASS TYPE 8 A)NO CHANGES THIS 1/4 1/r1/ 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. 61" - 1/3 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 13116"NOM JR-03/11/20 12.038-20.052 +80.6 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -99.2 GLASS STACK 76" custom 20.053-22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 AIRSPACE 09(r SG co 118"AN OR ��-/3�/3 22.186-25.675 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 TP GLASS 3r1s^AN GLAss > M -a it m O %J/1/4 '• -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 31 74 p,� o U) ,- alop 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 , �R 1 Ire NOM. O� to O Y3-Y3 Y3 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 `.!_ GLASS BITE O W EXTERIOR Z LL C3 v -� -�/-/a -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 U cwi As Lu 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 OR 70-73 c w F sma �/3-1/3-1/3 27.186-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 ® ti> '- Z GLASS TYPE 10(ANNEALED) z 1/_a-�/2-1/a " -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 °' 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 0 < O 30.186-36.675 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -92.9 Lu °0 I « -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 N R ac y 7�45 113-5518" 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 GLASS TYPES s-Is = w 1I�y3 Y3 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 Q_ c WITH INTEGRAL FIN � /a-% Y4 - -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 D FRAMES 120" custom 131.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 ¢ LU = custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 1 -90.6 MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58,556 Y LYN11 "MIN.SASH WIDTH EQUAL-LEG WMDO -OVERALL WIDTH-57.sss oN.••..•.N�// No.56705 rT .td - U L/17 c NOTES: m j ® (j ��0�•.. STATE (V�: 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG m C9 H %(� '•.'c<ORIDP,..- WINDOWS,SUBTRACT I-FROM THE TIP TO TIP DIMENSION IN THE TABLE pro .v rT ��ss�O"••' TO DETERMINE THE WINDOW SIZE. c m :� �i A1AL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. �•7 •-�+ O �� ID A LYNN MILLER,P.E. 7 P,E.tt 58705 TABLE 11: Sash Glass Types:9,12,13.14,15 Overall Sash Design Pressure(Ihs"M21'for XOX Windows Meeting Rail:Standard 3116"HS GLASS Width Configuration Width Design SG Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 3n6•HS GLASS 12.038-12.052 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 30 44" 23 --1 PRODUCT REVISED 1/3-1/3�� 12.053-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12"NOM. Building lade Floridath the GLASS BITE NOA-No. 20�0406.04 1/ /%a 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 49„ Ex Imtion Data 8/23I2023 1/3-1/3-1/3 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -1.10.0 +80.0 -110.0 +80.0 -110.0 <3 74 6y GGS 1/a-�r1/4 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32 /Aram Produe�'W rol 531/e" / GLASS TYPE 9 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 1/1%2�/4 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0. -110.0 +80.0 -110.0 o SHEET. 61" 13116"NOM. .s 16.303-20.675 '+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 GLASS STACK z JR-03/11/20 12.038-20.052 +80.0 -110.0 +80.0 410.0 +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 +60.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 118'AN DR ao Q TP GLASS 18"HS GLASS Y 22.186-25.675 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 31 74 > 52 'A08 1/4_1/2 1/4 " -24.082 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 406.7• o o (D �- 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 1&R 1B 1rrNOM. ON elan x 0 GLASS BITE O rA Z 26.186-31.048 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR i Z Io 1/a-1/r1/4 -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' x W ,ra 9T' custom 25.303-27.185 +80.0 410.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 A 10.0 70 73 O C -A n 3®OR 3 1-w rN 1/3-1/3 1/3 27.186-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 12(ANNEALED) > z GLASS TYPE 13(TEMPERED)-28.302 +80.0 -110.0 +60.0 410.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 +80.0 -106.7' Z v w109, custom 28.303-30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 o F 30.186-36.675 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 4*10.0 +80.0 410.0 +80.0 410.0 a x W 0' ® N tJ 1/4 11/�/ -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -106.T 13/16"NOM. z ZE N laays GLASS STACK. 113-5/8" custom 29.464-33.185 +80.0 410.0 +80.0 4%0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 o x w AIRSPACE .090".SG F 0: Q 33.186-38.222 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 3/16"AN OR 0 LL o -31.052 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +8D.0 -106.T n'G 1I8"HS GLASS _ 120" custom 31.053-33.185 +80.0 -110.0 +80.0 410.0 +60.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -107.8 31 74 ¢ o = custom 33.186-38.222 +80.0 -110.0 +$0.0 -110.0 +80.0 -110.0 +$0.0 -110.0 +80.0 -110.0 +80.0 -110.0 �pR 1 a01 •asap sauas 12 NOM. -MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL DTH-5&656WIDTH-5&658 %110.0 FOR GLASS TYPES 9,12.13&15 EXTERIOR GLASS BITE �� Y1LYN,���''� ""MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= MOTH 2 `���.,.•' LICENSE ��e 70.73 GLASS TYPES 8-15 33 R 3B =*: No.58705 MAY NOT BE USED WITH INTEGRAL FIN GLASS TYPE 14GLASS TYPE 14(ANNEALED) -p NOTES: •FRAMES GLASS TYPE TYPE 15�MPERED) � TATE OF ��: 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG 1�S•'1-ORID... WI ••G�=�� WINDOWS,SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN THE TABLE s TO DETERMINE THE WINDOW SIZE. /"/,Li//0MAL S����`` r 1 r 11111111` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,RE P.E#59709 TABLE 12: Anchor Quantifies for XO&OX Windows Glass Types:1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Meeting Rail:Standard Overall 21-1/8"Overall Hgt. 37'Overall Hgt. I 49"Overall.Hgt. 55"Overall Hgt. 63"Overall Hgt. Width a a c a a 12aC31#21141 Head&Sill Head&Sill E Head&Sill E Head&Sill m Head&Sill PRODUCT REVISED -� -a •� 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 NDAr Building Code NOa-+w. 20-0406.04 CLUSTER OF 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2ANCHORS ANCHORS 2ANCHORSAT ANCHORS Fa Iratbn Date- 8/2312023 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 A�� CENTEREDATTHE THE FIXED LITE IJAMa Bg J MEETING RAIL 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Mimn ade Produet'Co rteol 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 23"MAX•O.C. A)NO CHANGES THIS 67" 1+C2+1 2 1+C2+1 2 1+C2+1. 3 1+C2+1 3 1+C3+1• 3 SHEET. 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1` 3 _ 71E.N� JR-03/11/20 "1+C2*1 FOR GLASS TYPES 1,4&5 F "MAX. X TABLE 13: 22-12'Glass Types:8 thru 15 MAX.D.C.Anchor Quantities for XO&OX Windows G RAIL > Meeting Rail:Standard Overall 21-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt REPEAT ANCHOR PATTERN AT SILL Co U Width > n °1°0 0 a cliO Head&Sill Head&Sill Head&Sill a Head&Sill Head&Sill I2'MAX.D.C. —r---� W MAX.O.C. -►j I-- � o W o z" ro0 d 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 U V d 25" 1+C2+1 2 1+C2+1 2 1+C2+7 3 1+C2+1 3 1+C2+1 3 Z C Q uMnip .°N 37' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 / / c> z aMa 49 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 LU 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C9+1 3 1+C3+1 3 LL Q O 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2 ANCHOR 3-ANCHOR ~ o 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3 2 3 2+C3+2JAICLUSTER DETAIL CLUSTER DETAIL ® ^—r r z O Q +°°vs TABLE 14: 4"MAX.O.C. —� �+ I- g rJ QO Glass Types:8 thru 15 Z p Anchor Quantities for XO&OX Windows x Meeting Rail:Heavy-Duty it U Overall 21-1/8"Overall HgL 37'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 76'Overall Hgt. �// Width a a 'OE a / / apt °aa saves Head&Sill E Head&Sill Head&Sill E Head&Sill E Head&Sill Head&Sill W -"+ -•a `11111111111111 r 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 ��� ANY L.... .,� 4-ANCHOR �`���•'� � 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 V. •.F` 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 CLUSTER DETAIL * No.59705 - 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 O 61 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 NOTES: TJO: TE ? 6T' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+�{+2 3 2+C3+2 3 2+C4+2 4 1)OVERALL(rip TO-rip)DIMENSIONS SHOWN.FOR EQUAL-LEG i��'• $F<ORIOI`,.•' �Z�� WINDOWS.SUBTRACT i-FROM THE TIP TO TIP DIMENSION IN THE TABLE S •........ 76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 TO DETERMINE THE WINDOW SIZE �jrrS�O/VAL 1SN\v�� 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SIZE. A.L"N MILLER,P.E. P.ENW7M TABLE 15. Glass Types:1,4,5 Anchor Quantities for XOX Windows Meeting Rail:standard Overall Sash Sash 12-MAX.O.C. -i�----� Width Configuration Width 21-1/8"Overall HgL 29"Overall Hgt. 37"Overall Hgt. 47 Overall Hgt. SW Overall Hgt. 63"Overall Hgt. Range(in) a a m a a .0 Head&Sill E Head&Sill E Head&Sill Head&Sill w Head&Slit E Head&Sill PRODUCT REVISED „ %a--Y2-Y4 12.038-12 052 1+CZ+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 ��/� j/ as complying with the Florida 44 12.063-15.008 1+02+1+C2+1 2 1+C2+l+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 Building Code NOA-No. 20-0406.04 49" Y4_1/2-Y 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C 2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+!+C2+1 3 1+C2+1+C2+1 3 %-1-- ; n Date• 812312023 3-1 3- 3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1 112.038-14.333 1+C2+1+C2+1 2 1+CZ+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 2-ANCHOR a ProductCo trol 53-118° /4-/r� 14.334-18.060 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C 2+1+C2+1 2 1+C 2+1+C 2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 CLUSTER DETAIL A)NO CHANGES THIS 1/a%—Y4 12038-16.302 1+C 2+1+C2+1 2 1+C2+1+C2+1 2 1+C 2+1+C2+1 2 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 SHEET. 61" •2 Y3'1/3-1/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 •, 1/4-%z-1/4 12.038-20.052 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C2+2+C2+1 3 JR-03/11/20 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1/3-1/3-1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Co Y a "" _24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C 2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 31 W CEO; .Aea 92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 0 0 1/r1/5%3 26.186-31.038 1+C2+1+C 2+•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+C 2+1 3 >-12 °loo O 25.302 i+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+C 2+3+C2+1 3 O� Z Z 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+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 O U-C3 Z U.tD � � custom 27.186-31;038 1+C2+2tC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+(�+1 3 1+C2+2+C2t1 3 M J u W'- 1/4_%/ % -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+i 3 1+C2+3+C2+1 3 F Z v ¢ yNa 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 r'> Z custom a.166-31.038 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�Z °�' W rn 120" %-%r1/4 31.038 1+C2+3+(x+1 2 1+C2+3+(x+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+(�+3+C2+1 3 -1 im 0 OVERALL WIDTH-57.924- "MIN.SASH WIDTH(FLANGE WINDOWS)m _ WIDTH-56.924 ® N N F- ••MIN.SASH WIDTH(EQUAL-LEG WINDOWS)-OVERALL 2 w Z taeys GUIDE TO USING o = ANCHOR QUANTITY 1 FC 3 E+C2rd1 13 F g C7 0 TABLES FOR XOX CC WINDOWS: _ rz CLUSTEROF2 J Z CLUSTER OF2 3ANCHORS ¢ ¢ ANCHORS ANCHORS IN THE a77!1 '��0 seu„S 1ANCHORAT CENTERED AT THE CENTERED ATTHE 3 AN O AT JHMB CHRS THE SASH MEETING RAIL THE FIXED IJTE MEETING RAIL 22-1l1°MAX.O.C. - _ - _ 1 THEOR T 2 MAX SASH ����'• VICEN3F ���� 9'MAX. - r _ O Cr- -1 :. No.58705 _ I _ 9°MAX. _ NOTES: 0 A :•Lr 1 OVERALL PTO DIMENSIONS SHOWN.FOR EQUAL-LEG CC '•:�,��RIDi!.••'G���� ) to MEETING RAIL REPEAT PATTERN AT SILL %,S WINDOWS,SUBTRACT I•FROM THE TIP 70 TIP DIMENSION IN THE TABLE 5 TO DETERMINE THE WINDOW SIZE 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,RE P.E.#58706 TABLE 16: Anchor Quantities for XOX Windows Glass Types:2,3,6,7 Overall Sash Sash Meeting Rail:Standard Width Configuration Width 21-1/8"Overall Hgt. 29"Oterali HgL I 37"C)wrall Hgt. I 49"Overall Hgt. 55'Owrall Hgt. 63"Overall Hgt. 12"MAX.O.C. Range(n) a A a a f a Head&.Sill ' Head&Sill ' Head&Sill ' Head&Sill ' Head&SBI Head&Sill 12-038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 PRODUCT REVISED 44" Y4 Y2-t� // as ildin9 ing with the Florida t // Building Qode /3-/3- 3 12053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NDA-No. 20-0406.04 49 Ya-Y2-t/4 12-038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F: Imtbn Dato• S/2T/2023 %--%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 By 1 1 12-038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR Miam ado ProducrCo trot 53-118" /-/r1� %% 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 A)NO CHANGES THIS Y2?/ 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 o SHEET. 61" 6"MAX.O.C. •--+� �+— t/3-t/3-1/ 16.303-20.675 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+�+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 it JR-03/11/20 12038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22-185 1+C2+1+(2+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 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 / �// � o a i/%r% " -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 m O �a 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+CZ+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 }ti oop O Q Y3-1/3-t/3 26.186.-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 O N w- O 3-ANCHOR OO x m z Y4--Y2-y " -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 LL a W CLUSTER DETAIL z LL-w d -, rz 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+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 =LU 1 1 1 UUo "vo /3-/3'/3 27.186-32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 �Z•md. a ''N W %4S7-% " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 > 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 z°' OfW Y3/13�y3 30.186-36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 J m U. Ya-Y2-'/s " -28•463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 to a 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+(2+3+C2+1 3 1+C3+3+C3+1 3 ® N t � t t GUIDE TO USING ANCHOR QUANTITY N F /3-/3-/3 33.186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 TABLES FOR XOX V111NDOUVS: z p Z rBa4S -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 0 = Ya-Yz-Ya C! 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+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Z IX a Custom 33.166-38.222 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 1eG 3+C M11 Ci = "MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL VZDTH-68,06 ¢ ZZ = aA1 'sad ^MIN.SASH WIDTH(EQUAL-LEG WINDOWS) OVERALL WIDTH-57.556= 2 R1-5 CLUSTER OF2 CLUSTER OF2 3ANCHORS ANCHORS ANCHORS IN THE \I I I I I 'I ANCHORA7 CENTERED AT THE CENTETIN ATTHE JAMB THE SASH MEETING RAIL THE FIXED LITE MEETING RAIL `��� ... .... 22-10 MAX.O.C. 1 ANCHORAT ��•.• V\CENSF'' 9'MAX. 12-MAX O.C. THE SASH P' - - T'---- r- , - No.58705 NOTES: I ^O 9"MAX. J3 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O X �0. STA OF (V WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. / ��ss'• <OR\9P..•'G\?� 2)FOR SIZES NOY SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SU ����0NAL\EN 0 A.LYNN MILLER,P.E. P.ES 58705 TABLE 17: Anchor Quantities for XOX Windows Glass Types:8,10,11 Overall Sash Sash Meeting Rail:Standard Ir MAX.O.C. Width Configuration Width 21-1/8°Overall Hgt. 29.Overall Hgt. I 37"Overall Hgt. 49°Overall Hgt. W Overall Hgt. 63°Overall Hgt. Range On) Head&Sill E Head&Sill E Head&Sill Head&Sill E Head&Sill E Head&Sill E ca PRODUCT REVISED %4 1/r-1/ 12.038-12-052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �// as comply 44" B.,Wino Lode with the Florida / j/ 12053-15.008 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 N0A-N* 20.0406.04 1/ /?/ 12-03B-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 31 1+C2+1+C2+1 3 Exo1mition Date• 8 2312023 49° B. 1/-Yr1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR 1011.. de PmdueYGo trot 53-1/8" %%r% 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 CLUSTER DETAIL 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 o SHEET. 1/yry4 12.038-1B.302 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 '- 61" 6-MAX.O.C. r- 1/3-1/:/ 16.303-20.676 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+p+1+C3+1 3 di. JR-03/11/20 1/a'Yr% 12038-20.052 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+p+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 / Co 1/3-1/-:/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+p+1 3 // �// > � /rya 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+p+1 3 p o CD a�Wp O 92-118" custom 24.083-28.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+(x+2+C2+1 2 1+C2+2+C2+1 3 7+C3+2+p+1 3 1+p+2+p+1 3 O N O 26.186-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3-ANCHOR O x Z oo Z " -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+p+4+p+1 3 1+p+3+C3+1 3 CLUSTER DETAIL Z U. rD n 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+p+1 3 1+p+2+C3+1 3 00 d �a W_ 0 J ue1nip 9N 1/3-%3-% 27.186-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+p+2+C3+1 3 y oMa -/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+p+4+p+1 3 1+p+3+p+1 3 o 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+p+1 3 1+p+3+C3+1 3 { W J J m LL Y3-1/3-1/3 30.186-36.676 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+p+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 JO Fa- O w %Jlz/ 114 •• -28•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+p+1 3 1+C3+3+C3+1 3 I GUIDE TO USING ANCHOR QUANTITY ® ni 1135/6" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+p+3+C3+1 3 1+C3+3+p+1 3 TABLES FOR XOX WINDOWS: ae R Q IBays 1/3-1/�% 33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+p+3+C3+2 3 2+C3+3+p+2 3 2+C3+2+C3+2 3 0 = 1/r%a " -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+p+1 3 1+C3+3+C3+1 3 j 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+p+3+C3+1 3 1 rEC 3 ur1 13 Z = 1z custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+p+3+p+2 3 2+C3+3+p+2 3 2+p+3+p+2 3 j z MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-68.6W Q Q 2 WALL 'WSWa sauWS MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57,556 CLUSTER OF 2 CLUSTER OF 2 3ANCHORS' 2 ANCHORS ANCHORS IN THE 1 ANCHOR AT CETING RAIL CE EERAT� AMS ` o•WVItG�EYNNSFVTHE SASH MEETING !•,.�M THE FIXED LITE 22-12"MAX.O.C. 1 ANCHOR AT 9'MAX. 12• .C. THE SASH = No.58705 7 - NOTES: IM777 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG x �rr �--• `�.C� WINDOWS,SUBTRACT 1,FROM THE TIP TO TIP DIMENSION IN THE TABLE y ��� . ORIOTO DETERMINE THE WINDOW SIZE. fS�ONAL2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SQE G RAIL REPEAT ANCHOR PATTERN AT Set ///1 i I I 1 1\1 A LYNN MILLER,RE P.E#58705 TABLE IS: IZ'MAX.O.C. Anchor Quantities for XOX Windows Glass Types:9,12,13,14.15 Sash Meeting Rail:Standard Overall Sash Width 21-1/8"Overall Hgt. 29"Overall HgL 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Width Configuration Range On) a a a - a o Head&Sill m Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill a PRODUCT REVISED Y4 Y2 % 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 compying with the Florida 44" Bullding 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 2-ANCHOR NOA-No. 20-0406.04 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 Iratlon 0 .J8123 2023 49" CLUSTER DETAIL 1/3-Y3�/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 By'' Prodc�T.o �4�/2-�a 12.038-14.333 1#C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 rol Mlam ado u 531I8" 1 6"MAX.O.C. -� A NO CHANGES THIS /3-/3'/3 14,334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 SHEET. 81" '/a'/r'/+ - 1/3 16.303-20.676 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 JR-03/11/20 /%q 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 o Y 1 1 1 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 > /3-/3-� .tea 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 3-ANCHOR O 0 92-11W 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 N aloo Q �/3-y3-1 26.186-31.048 1+C2+z+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 Z Z g o %a:/% -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+4+C3+1 3 4'MAX O.C. —� r- Z LL $ ? -W, rz 97' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 U V c � S J D .N 27.188-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 F Z v Q SAIa o w F Y4+/r1/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> 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 0 w °y Y3 1/3-�3 30.186-36.676 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 -1 LL a O �4 /ram -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 0 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+C4+3+C4+1 3 4 ANCHOR ® N t 1/%?/3 33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 21 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 CLUSTER DETAIL Z p Z¢ leays %-%-% 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 c 120" custom 31.053-33.185 1+C2+3+C2+1 121 1+C2+3+C2+1 21 1+C2+3+C2+1 21 1+C3+4+C3+1 131 1+C3+4+C3+1 3 1+C4+4+C4+1 3 La Z p 1- custom 33.186-38.222 2+C2+2+C2+2 121 2+C2+3+C2+2 21 2+C2+3+C2+2 121 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1 3MC 101 3 0 -MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 Q 2 Q •asap "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 GUIDE TO USING apl sauag 2 ANCHOR QUANTITY CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS TABLES FOR XOX ANCHORS ANCHDAT ���'1111111,11, WINDOWS: 1 TME�HT CENTER EDATTHE 3ANCHORSAT CENTERED AT THE I•,�,B �����pt,........ MEETING RAIL THE FIXED LfTE MEETING RAIL `�'�_. V\CEN&,, •/(�•� 224W MAX O.C. 1 ANCHOR AT g-ry I�r•— 12"MAX O.C. THE SASH _ •; No,58705 :. NOTES: , _2.LV 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG — — — ---- — — — 9"MAX. %�q•'. '„'E OF WINDOWS,SUBTRACTI-FROM THE TIP TO TIP DIMENSION INTHETABLE X X ��` '•.F10RIDP,.•••\C�� TO DETERMINE THE WINDOW SIZE. / i S ONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE MEETING RAIL REPEAT ANCHOR PATTERNATSILL 01111110, A LYNN MILLER,P.E. P.E. 587e5 4. 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 EDGE DISTANCE EMBEDMENT SEETABLE 1/4"MAX.SHIM EMBEDMENT NOTE B.FOR HEAD TYPE SASH VISIBLE 4 .• •� 12 PRODUCT REVISED 1/4'SMAX.HIM— O EMBEDMENT EDGE ` LIGHT WIDTH _ EDGE as complAng with the Florida DISTANCE •i 17 .�•;. DISTANCE Bullding Code NOA-to. 20-0406.04 <• Expiration Date• 6/2312023 TYP.ANCHOR TYPE, f•"•• POLED VISIBLE EMBEDMENT AND EDGE LIGHT WIDTH ,••< �• DISTANCE PER SUBSTRATE, Mtam�ade Prat. tml SEE TABLE 19. A)REVISED ANCHOR 12"'LENGTH,CE.NTERED _ 63 IXTERIOR � •• TYPE TABLE. 1 zD ABOVE BABA 1B �1 �:':d".;.. 14 15 JR-03/11/20 TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE OVERALL DISTANCE PER DISTANCE PER SUBSTRATE,SEE TABLE 19 m Q SUBSTRATE, NOB TE a FOR SEE HORIZONTAL SECTION A-A 8 NOTE B FOR HEAD TYPE j cYn 0 �a� (SHOWN WITH I.G.GLAZING) tp O VISIBLE w LIGHT 11 -•-�{ 114"MAX.SHIM 0 N a1W O OVERALL HEIGHT I O Z Z HEIGHT 4 INSTALLATION O-' $ LU 52 OPTION 4 =LU m ANCHOREDTHROUGH U U_ adapp •J wxa0 51 SD FRAME INTO METAL F Z st Q DxN 50 TYP.ANCHORTYPE, o Z Z 13 EMBEDMENTAND EXTERIOR EDGE DISTANCE J LL 10 40 soJ PER SUBSTRATE, Z O 19 SEE TABLE 19. Oa, n to 7 14 15 MIAMI-DADE APPROVED MULLION,FBC N N LL COMPLIANTALUMINUM/STEEL FRAMING z 0Z Iaa45 OR STEEL STUD.MAY BE VERTICAL OR 6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE = O AT MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 19. g ANCHORED WITH(4) 18 SCREWS,(P#60). t7 Q SONLY REQUIRED IF NOTES: TABLE 19: OVERALL HEIGHT IS Anchor SubstrateMin.Edge Min. Q Z = OVER 63'. 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON Distance Embedment a#•1 •osa0 sauag TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. #12 Steel Southern Pine(SG=0.55) 9116, t-18" A)MIN.OF 3 THREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Aluminum,6063-T5 min. &8" 0.063" BEYOND THE METAL OF THE WINDOW. SS Screw A36 Steel 318, 0.083' SUBSTRATE. 1`1 Y LY I 1141MAX. ':• EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE. Steel Stud,Gn 33 min. ar6^ 0.045"(18 Ga) �•� 0 •""NN�LJj .• 19.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE Concicte(min.3.35 kill) 1" 1-aw B)USE ONLY FLATHEAD . LICENgF •,(� SHIM •,•q._ :,.�"••. ♦ • 1J4"410 S3 ANCHORS W HEAD AND EXTERIOR - CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Ulgroufed CMU,(ASTM CAD) 2-1/2" 1-1/4" SILL PANMEX1FlAT HEAD No.58705 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE ��� Southern Pine(SG=0.55) 1" 1'/6' TYPE IS ALLOWABLE FOR = _ a WOOD BUCKS DEPICTED AS 2X ARE I-1/l THICK OR GREATER.IX = G *_ E' TYFj.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Concrete(min.285 ksi) 1" 1.318^ ANCHORS IN THE JAMBS. -p _ DIST EffSEDMENTAND EDGE 1/4"Steel TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN Un9muted CMU,(ASTM C-M) 2-1/2^ 1-114' ' - ' oZ :. DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Ulhacon Southern Pine(SG-0.55) 1" 1318° C)RINGROUTED CMU" ��T Tq�: ((/\ INSTALLATION OPTIONS SEE TABLE 19. OR ARCHITECT OF RECORD. ( VALUES MAY BE USED FOR (Cs••,F(pRIDP,.••'•�_�\ Concrete min.3.00 kill) 13J16" 1-/8" GROUTED CMU i DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TORS Ultrncon+ Ungmuted CMU,(11STM CJ114r Steel 30) 1-1l2" 1414" APPLICATIONS. �S� NAL DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. SouNem Pine(SG=0.55) 1" I-wir / /O I I 111111,1 VERTICAL SECTION B-B A LYNN FALLER RE P.E.#58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND 1X BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE(CMU. INTO CONCRETFJCMU.SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM �•�- 1/4°MAX.SHIM EDGE DISTANCE EMBEDMENT I+-- EMBEDMENT �- SA,H VISIBLE i2 B �- PRODUCT REVISED 1/4"MAX. �,'`, LIGHT WIDTH EDGE as complying with the Florida SHIM DISTANCE 17 , t. DISTANCE Building Colo 35 .•i NOA-No. 20-0406.04 Iraton Data• 8123/2023 TYP.ANCHOR TYPE, FIXED VISIBLE .. EMBEDMENT AND EDGE LIGHT WIDTH By DISTANCE PER SUBSTRATE, r° Yllam de Produck'Co 1 SEE TABLE 20. S. 83 EXTERIOR ^� A)REVISED ANCHOR 3 12"LENGTH,CENTERED �I'')� o TYPE TABLE. 20 ABOVE SASH 16 �J z JR-03/1120 .. •.. L 14 15 . ..TYP TYP.ANCHOR TYPE, EMB ANCHOR TYPE, EMBEOMENTAND EDGEEMBEDMENT AND EDGE BUCK WIDTH DISTANCE r— DISTANCE PER Go SUBSTRATE,SEE TABLE 20 SUBSTRATE,SEE TABLE 20 Q &NOTE B FOR HEAD TYPE HORIZONTAL SECTION A-A &NOTE B FOR HEADTYPE. j h`ot .�aa (SHOWN WITH I.G.GLAZING) 0 o coO VISIBLE r r a>np O LIGHTa BUCK HEIGHT 11 1/4"MAX.SHIM J c co Z HEIGHT 52 B INSTALLATION Z U- OPTION 4 =LLi r ra 00 J ANCHOEDTHROUGH W Z CD ¢ u�ru0 'oN 51 FRAME INTO METALUJI 50 TYP.ANCHOR TYPE, o z_ Z �nla 13 EMBEDMENTAND Z" (7 EXTERIOR EDGE DISTANCE W U�. LL 10 40 50 I J'� PER SUBSTRATE, J j O 19 �J SEE TABLE 20. it ? hD 9 14 15 ® W MIAMI-DADE APPROVED MULLION,FBC Z O Z laayg COMPLIANT ALUMINVMISTEEL FRAMING 6"LENGTH,CENTERED AT HORIZONTAL SECTION C-C OR STEEL STUD.MAY SEE SUBSTRATE T g Q HORIZONTAL SEE SUBSTRATE Q o ANCHONG RAIL.ED WITH 4 (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 20. w Z J O18 SCREWS,(P660).ONLY O g H 36 TABLE 20: REQUIRED IF BUCK NOTES: J _ HEIGHTIS OVER 62". Anchor Substrate Min.Edge Min. ¢ Z 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON Distance Embedment e01 roso0 saves TABLE 20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 812 Steel Southern Pine(SG=0.55) 9116" 1-/8" q)MIN.OF 3 TREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Aluminum,6063-T5 min. 3IB" 0.067 BEYOND THE METAL OFTHEWINDOW. 18$or 410 SS Screw A36 steel als^ o.D61" SUBSTRATE. �.� �yY 1/4°MAX. Steel Stud.Gr.33 min. 3v 0.046"(18 Ga) ��...........�lj SHIM EMBEDMENT 2)MASONRY ANCHORS MAY USED INTO WOOD AS PER TABLE B)USE ONLY FLATHEAD _�.•' �LCENS 20.ALL WOOD BUCKS LESS THAN 1-12"THICKAE TO BE Concrete(min.3.35 kst) 1" 1-3I4" .. ' 1/4.410 SS ANCHORS IN HEAD AND P•' CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE CreteFlex Urgrouted CMU,(ASTM C•90) 2-1/2° 1-1/4" SILL PAIUHEIUFVtT HEAD No.58705 EXTERIOR .' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. Southern Pine(SG=0.55) 1" 1-3/8" TYPE IS ALLOWABLE FOR *= WOOD BUCKS DEPICTED AS 2X ARE1-12"THICK OR GREATER.1X EDGE •TYP.ANCHOR-TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Concrete(min.285 ksi) 1" 9316" ANCHORS IN THE JAMBS. DISTANCE EMBEDMENTANDEDGE 1/4"Steel Ungmuted CMU,(ASTM Cr90 2-12" 1-114" �•' % �� TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN Uitmcon ) S DISTANCE PER SUBSTRATE, C)-UNGROUTED CMU" O TATE F ••�� INSTALLATION OPTION 2 SEE TABLE 20, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Southern Pine(SG=0.55) 7• 1-31W VALUES MAY BE USED FOR ( ANCHORED THROUGH FRAME min.3.00 kaf) 1Jl16" 1.9I8"Concrete ORARCHITECTOF RECORD. GROUTED CMU i��� ''•�ORIOP,.••G��`� DIRECTLY INTO CONCRETE/CMU. 1/4°Steel Ungmuted CMU,(ASTM CE -12"0) 1 1-1/4" APPLICATIONS. �S�Q••-•• �N �� 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Ultracon+ NAL VERTICAL SECTION B-B DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Southern Pine(SG=0.55) 1° 1.3/8" r r 1 I I I III L A LYNN MILLER,P.E. P.Ei!68T05 INSTALLATION OPTION 5 EDGE DISTANCE ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE WOOD FRAME OR BUCKSTRIP. EDGE �— EDGE ANCHORED THROUGH FIN INTO 2X 1/4"MAXSHIM --� DISTANCE DISTANCE WOOD FRAME OR BUCKSTRIP. TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHORTYPE, AND EDGE DISTANCE PER a 1/q•MAX SHIM EMBEDMENT AND EDGE SUBSTRATE,SEE TABLE 21. DISTANCE PER SUBSTRATE, EMBEDMENT SEE TABLE 21. PRODUCT REVISED GASH VISIBLE 5 as complying with the Florida ETDISTANCEJ 12 Be lidirrg Codo DISE LIGHT WIDTH � EMBEDMENT NOA-No. 20-0406.04 ESE 17 Ex Iratlon Date 8/23/2023 EMBEDMENT By FIXED VISIBLE Miam ade Produc!'Co rot LIGHT WIDTH w4'MAX. A)NO CHANGES THIS SHIM - SHEET. 12°LENGTH,CENTERED 63 EXTERIOR 2 20 ABOVE SASH 16 14 15 p JR-03/11/20 TYP.ANCHOR TYPE, EMBEDMENT STANCE -1I 1/4"MAX.SHWA m Y Q SUBSTRATE,SEE TABLE 21. T BUCK WIDTH I j �a HORIZONTAL SECTION A A m o (SHOWN WITH I.G.GLAZING) INSTALLATION ,D rA 11 OPTION 6 o C4 ai°° O� o VISIBLE ANCHORED THROUGH O Z Z LIGHT 5 INTEGRAL FIN INTO MET O J o E W o BUCK HEIGHT 52 z LL t` r HEIGHT U O d J uswp 5t 59 W Fa �� � z z 50 z' It LL m J gp EXTERIOR J LL 13 T 0 0 O 10 40 `8' IW- tj 19 14 15 m tr z MIAMI-DADE APPROVED MULLION,FBC z O Z 1aa11S B COMPLIANT ALUMINUM/STFFI FRAMING TYP.ANCHOR TYPE, O = O OR STEEL STUD.MAY BE VERTICAL OR EMBEDMENT AND EDGE 1= HORIZONTAL SECTION C-C HORIZONTAL SEE SUBSTRATE DISTANCE PER SUBSTRATE, g (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 21. SEE TABLE 21. _ Z J z (If Q _ 36 NOTES: TABLE 21: aIRL 'asap saua5 114•MAX Min.Edge Mex. Min. SHIM 1)USE ONLY SUBSTRATE-APPROPRIATE Anchor Substrate Distance O.C. Embedment A A l l 11 lilt, ANCHORS LISTED ON TABLE 21.FOLLOW 2_12"x.113'Box Nail Southern Pine(SG=0.55) 5/15' S' 2 7116" O IA`(LY /V EMBEDMENT AND EDGE DISTANCE 2-1/2'x.131"Common Nail Southern Pine(BG-0.55) 3/8" 5" 2-7/16" �\'\� ........... EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION �1,•• L10ENg� �� EXTERIOR SHOWN MAY BE USED ON ANY SIDE OF 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 318" 5" 2-7/19' THE WINDOW 2-1/2'x.145"Roofing Nail Scuttrem Pine(SG=0.55) 3/6' S" 2-7/16" _; No.58705 EDGE DISTANCE Southern Pine(SG=0.55) 12" 5" 13/a" _ q •' t'r- 2)VISIBLE LIGHT WIDTH OR HEIGHT 1F70 Steel Tnuatxuld Screw or --D - (ALSO REFERRED TO AS DAYLIGHT 0.125"Aluminum,6063-T5 min. 5/16" 5" 0.09' #12 Steel,ttl8 or410 SS --�EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT OPENING)IS MEASURED FROM BEADING Screw 0.050°A36 Steel 5l16' S" 0.050" Q� F (V AND EDGE DISTANCE PER TO BEADING. 0.045"(18 Ga Steel Stud,Gr.33 min. 5116` 6" 0.045" TE INSTALLATION OPTION 5 ) �5, •.�oRlDr,.•'��\. ANCHORED THROUGH FIN INTO 2X SUBSTRATE,SEE TABLE 21. 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE �� S G WOOD FRAME OR BUCKSTRIP. 2 12`OFOFlN CORNER INSTALLEDR TO BE WITHIN ��NAL itJ VERTICAL SECTION B-B A LYNN MILLER,P.E. P.ENli6705 - P, 2.721 1AW 2112' •98r �- 2.724° Imo- 2724" -�I PRODUCT REVISED 3184' as compl In with the Florida Eirl2.580" T2.786' 2786' 2.786" Building o NOA-No. 20-0406.04 2060' En Iratlon Date• 8/2�3/2023 t�7ik .082" .OBY .062° ,OBY ,OBY .OBY By. Mlam}pade Producf'Co trot HEAD,INTEGRAL HEAD,EQUAL JAMB.FLANGE JAMB,INTEGRAL JAMB,EQUAL LEG A)UPDATED MATERIAL O HEAD,FLANGE FRAME O FIN FRAME O LEG FRAME O4 FRAME O FIN FRAME Oa FRAME PROP.TABLE. 0 2-724" 2.724' 2.724' --{ 1•246- JR-03/1 M0 .040' co `2 .OBY -E .723'f--1 M 0 •nay 3.151' --►I 0 CO .808"�- .875• >-n a p O 3.6W 3.908' 1 O N a 4.276" INSTALLATION O .06Y 17 HOLE COVER to WINOLOADADAP'TER Z o_ Z LLm o6Y .062' to �+ 1.415 I O 2 co am,0 IL1L- 1.448" +I 1 FW W'��' srna O SILL,EQUAL LEG FRAME N�Cj1I -S•O7 SILL,FLANGE FRAME LL 2211" to SILLADAPTER � '71( -.571W Z m--I ____ 0� I J FrZ.105' O SILL,INTEGRAL •040' O � .1Ar FIN FRAME 2211° fo SILL TRACK OANTi-LIFT CLIP ® m 'j .OB2° lam. 2.149• 1.300' �- 80 T .830° .464" -�I z O 7aav5 I 1.803' ��JJ I .360" O = � .06r I 1.138• F.. g z0 2273• 1.136• y I 111 .79r .788' 7 F) .062' .100" 1.300' .J .�0 1.032" cr- K V tt SASH PULL RAIL f2 SASH LOCK RAIL f3 BOTi MP fs RAIL fd HD MEETING RAIL STD MEETING RAIL fe SCREENADAPTER (BIG BEAD to 1G SNAP BEAD apy, 'asap sauas LY 05T .045' HOT-MELT ALUMINUM DESICCANT FILL �� '��• TABLE 22:MATERIAL PROPERTIES USED SILICONE BUTYL POLYISOBUTYLENE ` _•: �10ENSF••,�� FOR ANCHORAGE CALCULATIONS: STRUCTURAL REINFORCEMENT SEAL 5/16•NOM. Material Mtn F, Min.F. POLYIS0. 1/4°NOM. 3/18•NOM. SIONE *. N0.58705 _ sne•NOM Btetl Screw 92 kel 120 kal BUiYLENE WITH _ .795 .795' tea Serew e9 kel 95 kal DESICCANT S�SIL CO EN DESICCANTS Rol-FORMED .O 419 SC a 90 k5i 110 k3I FOAM WITH FOAM STAINLESS STEEL Elko 08raCarM 165 kal 177 kel DESICCANT JNi �.49Y .81Y V4.0eWaltUikat:wr+® 149ksi 784ksi IXT.GLASS IXT.GLASS l9(T.GLASS 'O�•..:p( � P••..•���� E(T.GLASS .•ORID 410$S DeWalUElco OeteFk S 127.4 kal ISM ksl INT.GLASS �i�ss 07/16•BEAD O 5116"BEAD 0063.75 AluNmun fe ksi 22 ksl .GLASS INT.GLASS NT.GLASS A385tefJ 36k51 s8kal e DURASEALe 11 1,1/NALt1`� Or 33&Oeel Stun 38 45 ka1 70 4SG TPS CE 71 NXT'rm SPACER 72 SPACI•R O$PACFR A LYNN MILLER,P.E. P."swas F r 1, TABLE 23: Item.# Part0 Description Material \ 1 624038 Head,Flange Frame Alum.6083T6 ASSEMBLY DETAILS FOR 2 (324039 Head,Integral Fin Frame Alum.6063T6 XO FLANGE FRAMES 3 824040 Head,Equal-leg Frame Alum.6063-To (OTHER FRAME TYPES& 4 624001 Jamb,Flange Frame Alum.6063T6 CONFIGURATIONS SIMILAR) 61 5 624017 Jamb,Integral Fin Frame Alum.606346 61 6 624028 Jamb,Equaldeg Frame Alum 6D63T6 I PRODUCT REVISED 1 T s cmplying with the Florida 7 624035 Sill,Flange Frame Alum.8083 a o T8 1r Dauding Cede 8 624038 Sill,Integral Fin Frame Alum.6063 T6 j NOA-No. 20-0406.04 9 624037 Sill,Equal-leg Frame Alum.6063-T6 81 I l Finlilratlon Date• 8/2312023 10 624034 Sill Adaptor Alum.6063-TB 11 824043 Sash Pull Rail Alum.808376 j Mlam ads Produgv 1 12 624006 Sash Lack Raft Alum.6005A 761 LLLIII77YIII I I I 13 1 624041 Sash Top&Bottom Rail Alum.6083T8 I I A)ADDED BACKBEDDING 14 624027 HD Meeting Rail Alum.6063-T6 0 * 13 E 15 624005 Sid.Meeting Rail Alum,6005A-T81 1 1 11 ° 16 624047 Screen Adapter Alum.606346 a JR-03/11/20 17 624DSI Installation Hole Cover Alum 6063-T6 li 18 64125M Winciload Adapter Alum.6063-76 t 19 624042 Sill Track Alum.606376 20 624015 Anti-Lift Clip Alum.6063-TB 1 l j a m N � 21A 624009 IG Bead Alum.6063T5 I l 0 10 r0 a 218 824011 10 Snap Bead Alum.6063T5 }n slop O Q 23 624026 7/18"Laml Glaz.Bead Alum.6063-TS (9 a a, O 24 824013 5116"Lauri Glaz.Bead Alum.6063-TB OJ Co Z. 30 6TP247 Glazing Bead,Bulb Vinyl far#824013&N824026 Vinyl 40, Z LL m -13 W 31 MP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl m to`' .ra 32 712853K IMono setting Block 3W X1/4 XT Neoprene LU Z v Q °"°'o •,!! 33A 71715K Lam(IG Setting Block 11W x 34"x 1-1114" Neoprene W P sm0 33B 824014 IG Snap Setting Block Vinyl 12 p Z 35 724045 Sweep Latch Cast Zinc Z 36 71298 Weep Hole Cower Mnyl J ti 37 41722 Hole Plug Vinyl 15 14 O Q 0 38 724021 Lock Rail Cover,(LH&RH) Vinyl i W 39 72406D Pull Rail End Cap Vinyl NIX O 40 724048 Roller Housing&Sash Guide Vinyl z O W IBaws 41 724052 Roller Wheels Stainless Steel F g ZZix Q 42 724054 Sash Top Rail Gasket,(LH&RFO Polyethylene 1 O o 43 724055 Sash Bot Rail Gasket,(LH&RH) Polyethylene 4 13 Z O 44 724D57 Frame Header Gasket,(LH&RH) Polyethylene 39 45 724DSB Frame Sill Gasket,(LH&RH) Polyethylene 41 Q 61 46 724063 Meeting Rail Gasket Polyethylene aril 'aM taus 50 Weatherstrip,.187'x.170",Fin Seat @ Sash I j . 1 1111 1!!� 51 Weethemtdp,.18T x.270",Fin Seal @ MR � �� ,! 52 87070 Bulb Vinyl `��.��aNY LYNN�� 40 60 710X38PPAX#10 X3(W Ph.PH SMS(Wincload Adapter) Stainless Steel 61 III / 1 tcENgF•.,�� jI+ INTERIOR 61 781PQX #8 X 1"Qd.PH SMS(Frame&Sash Assembly) Stainless SteelIca•la No.58705 ' 63 Aluminum Screen with Rberglass Mesh Varies 70 Kommerling Kotlispace 48G TPS 7 71 Quanex Super spacer nXT sea sheet 38 x) /%�2 ; �'.. CSTA OF 72 - Quanex Duraseal Spacer 18 for INTERIOR O '•�� 73 Cardinal XL Edge Spacer Materials i �s ..F(ORIDP,.•'G��`� 74 Dow 791,899.983 or GE 7700 Backbeong SlDcona 81 NOTES. ,"",,r,TONAL IEC;���� 1)ALL CORNERS TO USE GASKET ANDIOR SEALANT. A LYNN MILLER,RE 2)SOME PARTWPTIONS NOT SHOWN ON DRAWING FOR CLARrrY. P E0 58705 ZI�y3yi • H U T C H I N S O N ISLAND CLUB WINDOW REPLACEMENT NIT oom ISLAND WI9-UNT 30 WINDOW REPLACEMENT — UNIT 303 10410 OCEAN OR RDLN OR JENSEN REACH,FL 34SR I -• I ------------------- -------------------- c s ml ENGINEERING t U\l-5 LVI 4 -- -- ------------ JNiT -------------------- ♦ -------------------- CSM ENGINEERING,LLD _--- --------__-- — __— —_--_--___ 4�am o m, C EWE �p ©( I UMT LOCATIO CODE N Or OM LOCATION MAP KEY- BUILDING FOOTPRINT ST.LUCIE OUNTY NOT TO SCALE NOT TO SCALE B0 G ENERAL NDT�E6�t BUILDING EXISTING NOTES: '3 1. THE WNDFLIOR SILL VISIT THE SITE PRIOR TO ETD AND BE AWARE OF ALL DOSMIC WNO Law M 2020 TTH EDITION It ASCE 7-I6 1. THE PRNECT WAS p5(NED N ACCDAWICE WITH THE FOLUMING ODDER Cow AND N""B"NCEI WIND VELOCITY 165 Mt UTIMITE WOO SPEEDRDRIDA �il Co 1.1. ,1 BRINNG CODE;RR➢pD&GIBING;7TH EDTOR{2020 AYE 7-18,AW,& 2 OWNER.ARCHIM,OR E CHLEX CUNDER a U A101 NDDFY,IRE WIND W MY DANGEROUS CONDOM REOCIT ro�K�� Plil LMIT SET z DRUWC ROTES: 1 TIE CONTROTOR S M COIPLETUY REIM AND DOM OF ALL ITEMIS AND TWAT ARE SO OT BB PS• 2.1.I 0FOE ORDOa D ANY MUMS OR DONC ANY WORT,THE COMPACTOR SILL INDUCED ON TIE PUNS WITH THE OWNERS APPROVAL NE 0.85 3-5—Z021. VEST ILL MUSURBUM TO PPOPIXY SQE OR DI TIT:WORK.NO DTRA CHARGE A. THE CONTRACTOR 9K.BE HELD RESP NUm FOR NMYNG VISNED TIE SITE AND RAVNG KA 1.A8 OR DONFOU7ON WILL BE RLONED BY 7HE OWNER RESWNG FROM THE "ILIA LID KSUF WITH ALL COSTING CONDITIONS AM CUECTIO,S OR DISCREPANCIES REDUCTION FACTOR 0.6 IOmW�P CONTRAODR'S FNNE M COMPLY WITH THIS REQUIREMENT. FOUNT WON REG11O TO THE CROWDS SILL BE BMW TO THE ATTENTION BE THE ROOF SIM MT 22. DISCREPANCIES SILL BE DROUGHT TO THE ATTENTION OF THE ARDEW MD RUM 07uR0 BEFORE SUBMITTING A PRDPWL FIELD WDISURE DEW CONDITIONS NTERIK PRESSURE CWfFKENT ./-0.18 PER TABLE 26.11-1 ENf@fffA BEFORE PROCEEDING WITH ANY WORK. PRIOR TO FAH6GAON OF ALL VATflWS. RSB MEM 1 i SECTIONS AND DETA S,- 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWNB SHALL BE TEND OCCAPANO' REMDiTAL R-2 3.1. ALL DEALS.SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE WRIM TO BE YOM BY TIE CONwmR ;)(INSTRUCTION TYPE V IYPICASIVA AND SHALL APPLY 7D mGA4 5TW7ONS DS UNLESS E55 OTHERWISE 6 IF WIDTHS,OUWTTIES,SrRENTTIS OR SIZES IFIOI UM W THE DR)RRCS OR I—.-- SHIONII. SKRIWORS ARE NOT IN AGREEMENT WAIN THEY HOTS,THE BETE! GENERAL CDMPONENT6 AND CLADDING NOTES: N •A. 9"SLOP DRAWINGS AS MUM ALL SDRPTAIS WALL BE DEDED AND SIGNED BY OWLDY AND/OR GREATER MIRY,STRENGTH DR SIZE WDICITEO.SPECUED v IN�A S. DE GENERAL CONTDCTOR AM SIM AND SEAM BE R TIE DELOWED DOVE OR NOTED SLL BE PRWOED AND APPROWED BY EDT' AND MEET THE DESIGN M5350 SURD BF1W: •`NYAI I I I I I I I//11j IF ANY ERROR$OR OM65mt6 APPEAR N THE DFMM ' DE CONDWyTOR SNAIL NOTIFY THE EN MIFF-RECOCO N WRITING OF 90 ' WINDOW OM6SN5 OR ERNOIS PROS TO PROCEEDING WITH ANY WORK WITH APPEARS INDIESON. TRIBUTARY R'NO �(VS A•�A/ZQ HIDE EVENT THE CGNIBPCTOR'S UWMIG TO ME SLOT NOTICE.HE SELL ZONE BE HOLD DIMENSIONS: AT TYPE PRESSURE RESPONSIBLE TOR THE RESULTS OF ANY SUCH ERRORS OR DIB9RS AND DE COST OF 1.. VIAL VDNY ALL DOIDISO S ON AOS SIT WITH COMPLETE SET OF RECTIFYINGSALE.NG THE DTi AWWAT ROTES AND DINDSM SHALL BE 0=0 AND YOM WAIN AR,7NFCIURIL - 6 INFOR IOTA FOR THE LAYOUT AND DESIGN OF TRY PLANS WERE ON0CTE➢MIN AND SIRLCNRAL DWAWM ANY DANCES N NOTES OR DUBOW SLL BE U.• N0.76910 FIELD MUSITEMFNTS AND[,Y1STNG WRNKS. BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE CWINENCNG WCR(SO TNAT PROPER CWRADTOR SHALL ISPECT DOM FIELD CONDITIONS TO ENSUE PRESENT INFORMATION WON( CAN BE DECRFD. DO NOT ASSUME OR W55 ANY DELL OR ELEMENTS SCOPE OF WORK �- ON PLWS W7LN.P F)OSOND MOTIONS OFTEN FROM PUNS,'GY71OML'NOTE 1 ABOVE. N O "'M RIO E]EVAIO76 S U ALSO APPLY. 2. UNLESS SPELEOAILY DETAFD ON DOSE O MMSS.CO IRMIOR SILL FMM AND 1. IOBUM ���'.• STATE OF INSTALL ADEDWE SHORING, BR/M ETC. PEOUDED TO SAFELY SUPPoA7 ALL S RUM&05CAPD DOSTNG WINOON •.,FZOIAIOP,.+��`• DEMOLRION: CONSTRUCTION LOADS MD SILL BE FUMY RESPDVST&E IN THE SNE SHORING MUST & NSTALL NEW RIM PER PLANS iFSs 1�T6Z lfiAUKDPNf OF COUNTDOWN DE CONTRACTOR WILL COORDINATE HOS COMPLY WITH ALL LOCAL AND OSHA RCOUEEMENR A. OFMOBEDE ALTVMES WON ALL THE APPROPRIATE S18-CONTRACTORS AFFECTED By THIS ARE. J. DEU$S N9 CONp1ONS NOT SPECIFICALLY SIM SILL BE CONSTRUCTED N ACCOR)Am SHEET DESCRIPTION 2. THE CONTRACTOR 6 TO COMPLETELY REMOVE AND OSPOSE OF ALL WTDNS WITH OEDAS SHOWN FOR SNWM CONORKIS AM MATERIAL S-1 COVER SHEEP&NOfES ' A A 111 `� I THA AGE SD NODDED,NLIDOOP NYOETE AND WOOD. S-2 DINT LAYOUT&SCHEDULE OIA(D I oWu a O THE LOCATION BE ALL EDOM UUTTES ARE DE CONTRAMU S RESPONSIBILITY S-2 UNIT THE BICKER ASSURES NO PE40NSIRUN FOR DMCT LOCATIONS. PRIOR TO THE S-A DETAILS PRODUCE APPROVALS v COAA SHEET&XOIES START OF DEMOLITION THE CWPXM SILL VISIT THE ME AIM DETERMINE THE S-5 NW PRODUCT APPROVALS v LOCATION AND THE EO5IENCE OF ALL SIRUCRIRFS AND UIFTIES SHOWN DE NOT ON 1NE PINS STRUCTURAL DESIGN CRITERIA: TOTAL-5 vA 11 I • WINDOW REPLACEMENT MR@O0.M O '"OU9-"u 303 10410 OCFAY OR OCFN1 OR, Jaw 9fxK f1 3m C5M I WINDOW SCHEDULE ENGINEERING _ UESIGNATICN APPRGI(GPENMG TYPE UUAMRY REMARKS MANUFAMRER PRGDUCT EVALUATIGN EXPIRATION MA)f.DESIGN C5M ERo1rrcEAlrro�LLC gQE yN APPRCVAI NC. AGENCY DATE PRESSURE Rvva ]LI6 R010:ROIfA 3/IE'Lan,w= 1 Ims um 0E-1 Ilw 1 W P1 -E!P3 comnu><or.umomva om-57 o.m mna oo�nui >:aL�sar�m®ca ' u mam1p°u'® ' o.o.o•aucror my WINDOW LOCATION 73 1 2' 73 1 2° F �y o x — - - - - - - - - - - - cm.mm�onr _ _ _ _ _ _ _ _ _ _ _ _ �R I — — — — — — — — — — — I — ���5 A.•DApO�.,, EXISTING UNIT FOOTPRINT • v`E"SF '•ti No.76910 �•,. Orz ' i O STATE OF �•: ';SH BONA• N`��. -S• mtwDloYmli OR � UMf WfIUf h SDEWF •I \ i I i WINDOW REPLACEMENT - . M TDDSGN MANE DUB-ONf DOT IDA1D OQRN DR OCEANDR UBBR BEACH.R. 34957 BUCK INSTALLATION NOTES (AS REQ'D) C5M 1.WDIDOW OR DOOR BUCK FASIfMNG DETAILS TO MATCH OR DCID THE YANOFACNRFRS TEST E N'G I N E E R 1 N G APPROVALS AND RECOMMENDATIONS ' g WOM BUCKS ARE DESIGNED FUR M LOAD COMFDANCE MY.ANT ADDIRDRAL FASTENERS CEM ENNNEERINY,LLC OR 1/2°GYPSUM WOOD BOARD BUDDING REDwo FOR IMPACT RESISTANCE ARE TO BE 9E8R➢BY THE SPEECALIY .ss<ENGINEER FOR THE WDD70W W1MIFALTURER M ACCORDANCE WITH ROM DAM CODE,SM31G h EDSTTNL,71H EDITIW{am PT. WOOD FURRING(AS REO'D) O.WNDDN BW6 ARE TO BE 1D6 OR 1.%12 S.Y.FINE,P.T.PER INDUSTRY STANDARDS. ` `Or^11N0PN" ROM ARE TO BE FULLY DORM TO MASONRY W/50 IA CONSTRUCHON ADHE9YE FOR DOUBLE BUCK INSTALLATION,9UCN8 ARE TO BE FUUY BOUND TO EACH OIHE. m who mov PT. WOOD BLOCKING A,FASTENERS ARE TO BE 1/4'0 TAPCONS NRH WINBUM PENERRATION OF 1 O/A°INTO �����°�'�� PER PLANS(AS REQ'D) - CONCRETE USE STAGGERED SPAcwc aF T MNS EOUAL lq DR DICCE NAG REwO✓FD FASTENERS SPECKED BY MANUFACTURER FOR FRAME 10 BUCK DISUILUTNIN. S IT=TO BE FASTED RORMNTNLY AND VERTICALLY TO CONCRETE BEAUS AND v o v®c uc I COLUMNS OR CON=FNED MASONRY.CONTRACTOR TO CWRDNATE OPEMNO NTERIOR OWENSION& YAQNWY OR CONCRETE . I WINDOW/DOOR FRAME PER PLANS SY/r • /W'TA CONS B � �NOGG,RED PATT NOTE 4 � �f PROPOSED WINDOW//DOOR 1 D/A' i IJUUU(. (SEE PLAN FOR 512E) _— ' w 166•Ewa. 0 �..� TRIM ------ On XATERIAL, EXTERIOR — (ASSURE TREA FLASHING/SEALANT SHALL EXTEND TO THE SURFACE PTIONAL B DDE ® �A OF THE EXTERIOR WALL FINISH AND SELF—ADHERED FLASHING SHALL COMPLY VATH AAMA 711. ------- --------- A1YunNnN�N STUCCO FINISH �.` g A.DARO i B° C.M.U. PER PLANS _.-.__h -..__.—_..- `��QP:•ucENSF':FN�'�� CONC. FILLED CELL V't';` '•:p s . _. _.__........... ...__ N..76910 _ I—_ ROUGH OPENING TYPICALL WINDOW/DOOR JAMB FLASHING DETAIL ' v`. . :�u STATE OF SCALE: N.T.S. WINDOW./DOOR BUCK ANCHORA SS/0 E G, 1111 fi ( owls Avo-ma 0aL DETAILS �. sa i - I ' i i i WINDOW REPLACEMENT lam OCEM OR OILW WI JUM MCK FL 34W C5M ENGINEERING CSM ENGINEEAIN�LLC � NIANIdNE> . .an. we w ♦mepNpdm+ Ac oa.cuPW I�Jd�aJJ.�ial'� a NOTICE OFACCEPTANCE(NOAI� now of mr w'� asp Tbi,NOA�ru9 amd sdv do mWlvUb mb and mJNlmvJ 6wweva de me of� m m � � ��®>��4®u =®vHmm�ImL ' Jmmemis.bmd po ha meaA N au¢d i0ak fmm 9ETt- � os�°"Om m �a NmuJ cmw swnmmr®Jro EGml wm cmm;.me mwmm:rm.upaarAp�.d� a.. ® �.ma�� Tm,Nw,°umr..rd.mma�m®ema�dJ.E,..m>r-n.e<cmm,emma cmeol � "��°° s,w A.N cmmgmvm.rAwr mmmr.dm\Jf®Oadef:J�pdmddmm ' , �,p..mm�..' 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WINDOW REPLACEMENT Rmom mw OI1B49a7 M3 d F«•.v I..a i» 10410 OMAN DR 0CIA DR -- _�_ ENGINEERING u F xr u F xr a F..+..F•�d e..y� .� r qyS® ; CSM ENGINEERINy.LLC - 9F 888E 99. O son _ a s ®® m"r MM m MANUFACTURER CONNECTION SCHEOULE wr x.a ..A e�3 3 - �5 A DARE•i o a �. ' `� '�cENss'•..y . 8 �•�•• L V'. No.76910 MR I [ .01 srn7E OF �p '.9m��..� � � � m � ,•Gyt/�s/,.��\.,,�..,- '/gIIIIIU�S �vmrRwi secmxxa °"1e"�"• •'�n.� � _ •'�o..re",."6•', e Rw PRWUU APPOVus MANUFACTURER CONNECTIC14 TYPE 5-5 I i I