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Notice of Acceptance
i RECEIVED MIAMI•DADE ,++Ile Copy, JAN 19 2021 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION Permitting Dep&180551SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) St. Lucie Coqfttmi,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION yL®,�f 61,4 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. REVIEWED FOR 1070 Technology Drive CODE COMPLIANCE North Venice,FL 34275 � �+� C �/ SCOPE:This NOA is being issued under the app �lile �es�an gu"`latfoPn g Meg the use of construction materials. The documentation submitted has been reviewe%oar pted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.Ifthis 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"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18,with revision A dated 03/11/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jolbsite at the request of the Building Official. This NOA revises NOA#18-0430.06 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 Carlos M.Utrera,P.E. NOA No.20-0401.11 =MIAMIb-IDADE COUNTY Expiration Date: August 23,2023 Approval Date: July 30,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA# 18-0430.06 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of II; dated 04/01/18, 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 FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega,P.E. 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 window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Carlos X Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-1 PGT'Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 6tn Edition(2017),dated April 24,2018,issued by manufacturer, signed-and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April.24, 2018, issued by manufacturer, signed and'sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,P.E. G. OTHERS 1. None. Carlos M.Utrera,.P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE:, EVIDENCE SUBMITTED 2. New Evidence Submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA 1,titled"Aluminum Single Hung Install (LM)", sheets 1 through.11 of 11, dated 04/01/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4,PGT PW7620A-Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 6'Edition (2017)and FBC 71 Edition(2020),dated 03/13/20,prepared by manufacturer,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. None. Carlos K Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6'Edition(2017)and FBC 7' Edition(2020),dated March 10,2020,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no fmancial 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. 18-0430.06 issued to PGT Industries,Inc. for their"Series "SH7700A"Aluminum Single Hung Window—L.M.I."approved on 08/23/18 and expiring on 08/23/23. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-4 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17 X.O,C-13116"MA DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF 18-3/8"MAX. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ` l� SEE SHEETS 2-5 IMPACT RESISTANT 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP) MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17 4.' MAX. 17-3/4" 52-1/8"MAX.BUCKWIDTH APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (17-tf4"BUCK) MAX 9.1/2"MAX. �- �r— 4-11l16"MAX. PRODUCT REVISED SOUTHERN PINE,ASTM 090 CONCRETE MASONRY UNITSAND CONCRETE WITH MIN.KSI B,SEE O.C. (9"MAX.BUCK) D,SEE 5"MAX.O.C. 1j as complying with the Florida PERANCHORTYPE SHEETS 8&9+ SHEET 10 NOA- oCode TT A�SEE _ _"� NOA�Io. 20-0407.11 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&9� ; SHEET 10� ; Expiration Date08123/2023 IX 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) EQUALLY i I 13Y '��""• SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED ' ' Mlam Dade Product Contro WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER OR ARCHITECT OF RECORD,(AOR). TABLES 6&7 i/ 17.3116"MAX.O.C. O i/ A)UPDATED TO FBC 5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR O I ' — MAX. i I 83" a 2020,REVISED ANCHOR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. TIP MAX' :1 TYPE TABLE, INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY X , 12-1H6"MAX.O.C. TO BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND I j TIP X' 4 HEIGHT m THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED , HEIGHT I T JR-03/11/20 ANCHORSPER13.5/16"MAX.O.C.6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6&7 a� NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. i '; /�,'• _- 5" a MAX, i ; 7)DESIGN PRESSURES: (9"MAX.BUCK) + i2 t0 i2 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER A o. 71 ASTM E1300. 1 N °lop Q 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE NO ANCHORS AT SILL / O TESTING AND GLASS PERASTM E1300. I B D�-- �R 0 1 Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. �—►{53.1l6"MAX.TIP TO TIP WIDTH 1"WEEP NOTCH 4-11118 MAX. 1"WEEP NOTCH O_j C2 W o AT EACH END AT EACH END Z (D � rz _ 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 00 a 9 CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH LU_co J u jcy GN HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION n Z v ~ Z onlo WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES o Z�i Z O FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. - USER INSTRUCTIONS: Q � Glass Description(Listed from Exterior to Interior) DP 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table 0 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN Z � LL CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING PRESSURE REQUIREMENT FROM ASCE 7, 1 11WAN,.090"PVB,1/8"AN 2 2 LU JURISDICTION. 2 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW 10)REFERENCES:TEST REPORTS FTL 16-7835.1&18-7835.2;ELCO ULTRACON-NOA; 3 13/16"LIG:IW TP CAP,AIRSPACE,1/B"AN,.09W PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN (9 LU N DEWALVELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN 4 1/8"HS,.090"PVB,1/8"HB 4 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE a Z LU 7°°45 SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING gg t17 6 3/16"AN,.090"PVB,3/16"AN 4 OBTAINED IN STEP 1. F Z 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13/16"LIG:3/16"AN CAP,AIRSPACE,1/0"AN,.090"PVB,1/8"AN 4 :3o 7 13116"LIG:3/16"TP CAP,AIRSPACE,118"AN,.OW'PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROMTABLES B&7. 8 3/16"AN,.090"SG,3116"AN 5 j Z Lu = FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEETS LU rn �{ WIDTH WIDTH WIDTH 9 3/16"HS,.090"SG,3116"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN 10 13116"LIG:1/WAN CAP,AIRSPACE,VW HS,.00W SG,1/8"HS 5 INSTALLATION. T °lilt as°0°°,ues TI I I T 11 13116"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090"SG,3116"AN 5 NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME 12 13 1311T LIG:1W TP CAP,AIRSPACE,3116'AN,.D90'S ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR SG 1/8" 3116"AN 5 EQUAL LEG BOX) YILYNN O S2 O 12 / 14 13/16"LIG:3/16"AN CAP,AIRSPACE, 1/8"HS,.0W'SG,1/6"HS 5 w w w w �'��O''y10ENSC••�l�/: 15 13/16"LIG:311B"TIP CAP,AIRSPACE, 1/6"HS,.099"SG,1!6'HS 1 5 w No.58705 / CODES!STANDARDS USED: SG=KURARAY SENTRYGLASe INTERLAYER BY GENERAL NOTES.................................................1 KURARAY AMERICA,INC. - ELEVATIONS.......................................................1 _ RECTANGULAR RADIUS-TOP RECTANGULAR •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION PVB=KURARAY TROSIFOtP PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4 R'_ WITH EQUAL WITH PROVIEW WITH CUSTOM •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5� :�Q'•, TE O' F LITE SASH SASH SASH •ASTM E1300-09 AN ANNEALED INSTALLATION,FLANGE......................................7 %T S •ANSI/AF&PA NDS•2018 FOR WOOD CONSTRUCTION (�` '•.,CORI07;.•••-\'_'� ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES • HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 ��/`S'S ......• ����ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 // /Q MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING •AISI S100.18 / NAL DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE •AISC 30D-16 EXTRUSION PROFILES ....................................10 I lI 1`R TABLES ON THE FOLLOWING SHEETS. ASSEMBLY&PARTS LIST...................................:11 A LYP.F-#68705,P.E. P.E869705 ' TABLE 2: Bottom Sash Sash Height Given Design Pressure(Il sift'1)for Glass Types 1 8 2 Oeen Range Range On) Tip to Tip Width ge 18" 2b' 33" 1 37" 41" 45" 1 47 53-116" 24" Equsl4fte 12.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 Equal-i to 15.964 +65.0 .60.0 +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 5116"NOM. 31' Standard Prodew 12994-15.963 +65.0 -80.0 +65.0 -50.0 +65.0 -80.0 +65,0 -50.0 +65.0 -80.0 +65.0 -80.0 +65.0, -80.1) +65.0 -80.0 GLASS STACK Shortest 12464.IZ993 +65.0 -80.0 +65.0 .60.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 +55.0 -80.0 +65.0 -8D.0 118'ANNEALEDGLASS PRODUCT REVISED as comp) EquaHite 19.662 +65.0 -80.0 +B5.0 .80.0 +65.0 -80.0 +65,0 -80.0 +65.0 .80.0 +85.0 •80.0 +65.0 •80.0 +65.0 -80.0 .090"PVB ying with the Florida eulldtng Code Standard Prodew 15.944-19.651 +85.0 -80.0 +65.0 -80.0 +B5.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 118"ANNEALED GLASS NOA-No. 20-0401.11 3"B" Custom Size 15.131-15.943 +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 -W.0 30 Expiration Date 08/23/2023 Custom Size 14.131-15.130 +65.0 -80.0 +65.01 -80.0 +65.0 AD.O +65.0 -80.0 +65.0 •80.0 +65,0 40.0 +65.0 •80.0 +65.0 -80.0 20 Shortest 12464-14.130 +65.0 -80.0 1+65.0 -80.0 +65.0 1 -81).0 +65.0 -60.0 +65.0 1-8D.0 +65.0 1.80.0 +65.0 -60.0 +65.0 .80.0 112"NOM. BY Equawite 22.954 +65.0 •80.0 +65.0 -80.0 1+65.0 -80.0 +85.0 -w.0 1+65.0 1.80.0 +65.0 -80.0 1+65.0 •60.0 +65.0 -B0.0 GLASS BITE M1emFDade Product Contro Custom Size 20.131-22.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +66.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR Standard Preview 18.594-20.130 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65,0 -80.0 +05.0 -80.0 +65.0 -BD.D t65.0 .80.0 +65.0 .80.0 a A)NO CHANGES THIS 46' Custom Size 16.131-18.593 +65.0 •80.0 +65.0 .80,0 +66.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +55.0 •60.0 76 SHEET. Custom Size 16.131-16.130 +65.0 •80.0 +65.0 .80.0 +85.0 •80.0 +65.0 •8010 +05.0 -80.0 +85.0 -60.0 +85.0 •80.0 tes.0 •60.0 Custom Size 14.131-15.13D +65.0 •80.0 +65.0 -80.0 165.0 -80.0 +65,0 -80.0 +65.Q -80.0 +85.0 •80.0 +65.0 .80.0 +65.0 •60.0 34 Shortest 12.484-14.130 +65.0 -0.0 +65.0 •80.0 +65.0 -80.0 +65.0 .80.0 +55.0 -80.0 +65.0 .8D.0 +65.0 .80.0 +65.0 -80.0 GLASS TYPE 1 s Jim-03/11/20 Equalalte 24.964 +65,0 -80.0 +85.0 .80.0 +65.0 -00.0 +65.0 -80.0 +66.0 •80.0 +65.0 -8D.0 +65,0 A0,0 +65.0 •80.0 Custom Size 22131-24.963 +65.0 -80.0 +66.0 .60.0 +05.0 •80.0 455.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 .80.0 Standard PmAaw 20.194.22130 +65.0 -80.0 +65.0 -60.0 +85.0 •8D.0 +85.0 -80.0 466.0 -60.0 +65.0 -80.0 +65.0 -8D.0 +65,0 -80.0 m R. Q 49" Custom Size 18.131-20.193 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 {z� Custom Size 16.131-18.130 +65.0 .80.0 +65.0 -80.0 +66.0 .80.0 +85.0 •80.0 +85.0 -80.0 +65.0 .80.0 +68.0 •80.0 +65.0 -80.0 R o O •AOa Custom Size 14.131-16.130 +65.0 .80.0 +65,0 -80.0 +05.0 •80.0 +65,0 -80.0 +65.0 -80.0 +65.0 •8D.0 +65.0 •80.0 +65.0 .77.6 0 m g Shortest 12464-14.130 +65.0 -80.0 +65,0 •8D.D +85.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 •80.0 +65.0 •8D.0 +65.0 -75.1 13116'NOM. }^ elo0 O Qr #' EquaNile 25.777 405.0 •80.0 +65.0 •60.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +55.0 •80.0 +65.0 -80.0 +65.0 •80.0 I I_ GLASS STACK 0 y Z a Custom Size 24.131-25.778 +65.0 •80.0 +65.0 -80.D +85.0 -80.0 +65.0 •80.0 +65.0 •80.0 485.0 -80.0 +65.0 .80.0 +65.0 -00.0 IkG1 J o Z F Standard PMew 20.844-24.130 405.0 •60.0 +65.0 -80.0 +65.0 •80.0 465.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65,0 -80.0 465.0 -80.0 AIRSPACE Z LL� -g-I ' tom F8„ Custom Size 20.131-20.843 +65.0 -80.0 +85.0 •60.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +05.0 •8D.0 +65.0 -80.0 +65.0 •8. 11B"ANNEALED GLASS W G B Custom Size 18:131-20.130 +65.0 •80.0 +65.0 -80.0 +65.0 .80.0 +85.0 •80.0 +65.0 --80.0 +65.0 .80.0 +65.0 -80.0 +B5.0 -80.0 LED GLASS U U_ -juoCustom Size 16.131-18.130 +65.0 -804 +65.0 -8D.0 +85.0 .80.0 +65.0 -80.0 +65.0 .80.0 +85.0 -80.0 +65.0 -W.0 +65.0 -77.6 31 r Zv ¢Custom Size 14.131-16.130 +65.0 .80.0 +65.0 •80.0 +65.0 -60.0 +65.0 •80.0 +65.0 -80.0 +85-.0 .80.D +BBO -80.0 +65.0 .75.1 Shortest 17484.14.130 +65.0 -80.0 +65,0 -80.0 465.0 -80.0 +65.0 -80.0 +66.0 -80.0 +85.0 .80.0 +85,0 -80.0 +65.0 -73.8 @O 6 R SB r Z ? Equal-0te 31.964 +65.0 •80.0 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 •80.0 +63.0 -8D.0 +65.0 -80.0 +65.0 •80.0 Custom Size 28.131-31.963 +66.0 -60.0 +66.0 •80.0 +65.0 •80.0 465.0 •8D.0 +65.0 •80.0 +65.0 .80.0 +65.0 •80.0 +65.0 -77.6 EXTERIOR ZOStandard Prmlaw 25.794-28.130 +65.0 40.0 +66.0 -80.0 465.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 4l0.0 +65.0 •80.0 +65.0 -73.9 NCustom Size 24.131-25.703 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -0D.0 +65.0 -727 W83" Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80,0 +85.0 -78.8 +65.0 .70.5 J Custom Size 20.131-22,130 ♦65.0 •80.0 +66.0 -80.0 +66.0 -80,0 +85.0 •80.0' +66.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 .68.4 ®OR 5B a (7 Custom Size 18.131-20.130 +65.0 •80.0 +85.0 -80.0 +65.0 •8D.0 +66.0 .80.0 -65.0 -80.0 +65.0 •80.0 +66.0 •76.4 +65.0 •68.5 at Z 1°°4S GLASS TYPE 2 o w Custom Size 16.131-18.130 +65.0 •80.0 +65.0 •80.0 +66.0 -80.0 +65.0 -8D.0 +65.0 •80.0 +65.0 -77.1 +65.0 •73.8 +64.7 -64.7 F Shortest 13.1w•18.130 +65.0 -80.0 +65.0 •80.0 165.0 -80.0 +65.0 -8D.0 +65.0 -76.0 +65.0 -71.8 +65.0 •68.2 +62.3 823 j Ill g EquaNlte 38.464 465.0 -60.0 +65.0 •80.0 465.0 •80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -73.8 �_ Z m Custom Size 36.131-38.463 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -aD.D +65.0 -80.0 465.0 -80.0 +65.0 -79.8 +65,0 •71.6 H = Custom Size 34.131'-36.130 +65.0 -60.0 +65.0 -80.0 +BED -80.0 +65.0 -80.0 465.0 -80.0 +65.0 •80.0 +65.0 .77.9 +65.0 -69.4 ¢ Q y 70' Standard Proview 30.994-34.130 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +65.0 -76.4 +65.0 .66.5 Custom Size 30.131-30.993 +65.0 •80.0 +65.0 41D.0 +&5.0 •80.0 +65.0 -80.0 +65.0 A0,0 +65.0 -78.9 +65.0 -74.6 +65.0 •65.6 eRl •osa0 aeueg Custom Size 28`131•30.130 +65.0 480.0 +65.0 •80.0 +65.0 -8D.0 +65.0 -80.0 +85.0 -79.1 +65.0 .75.3 +e5.0 -71,9 +63.8 -63.11 // t}1 / Shortest 28.194'-28.130 +65.0 •80.0 +85.0 -80.0 +86.0 •80.0 +85.0 -80.0 +66.0 •75.9 +66.0 •71.8 +85.0 •88.2 +62,3 •823 �0`+CIJSF Equal-I to 42.464 +85.0 •80.0 +65A -80.0 +65.0 -BD.O t65.0 -80,0 +65.0 AD.O +65.0 -00,0 +65.0 -77.9 +85,0 -BB.4 �� 84" Custom Size 38.131-42.483 +85.0 TO.0 +65.0 �0.0 +65.0 -80,0 +65.0 •80.0 +65.0 -20 +65.0 -768 +65.0 .74.6 +65.0 •86.6 '• Standard Preview 34.194'-38,130 465.0 -80.0 +65.0 -80.0 +86.0 -80.0 +86.0 •80.0 +65.0 -76.9 +65.0 -71.8 +65.0 •68.2 +623 -62.3 � �� '• .: No.58705 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 = t MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 (� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.808 �Q�•, A7 O ' OR It 1)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. 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E#58705 TABLE3: Bottom Sash Design Pressure(IbstW)for Glass Type 3 Descri Don Sash Height P Range 0n) Tip to Tip Width for Given Range 16' 1 25' 33' 37" 1 4V 4B' 49" 53-118" 24" Equai4ite 12464 +85.0 -60.0 +85.0 -80.0 +65.0 -80.0 465.0 .80.0 +65,0 -B0.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 ,,.I GLASS STACK Equal4lte 15.964 +65.0 •80.0 +65.0 -8D,0 +65,0 -80.0 +05.0 -80.0 +65.0 -80.0 +05.0 .80.0 +65.0 .80.0 +65.0 -80.0 _I GLASS STACK 31" Standard Pratew 12994-15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 •60.0 +65.0 •80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 .09D°PVB AIRSPACE shortest 12ds4-12,893 +65.0 •BD.o +65.0 �o.o +ss.o ao.o +ss.o 4w.o +65.0 -Bo.o +65.0 -so.o +66.0 -eo.o +65.0 -eo.o PRODUCT REVISED Eque141te 18.652 +85.0 -BOLO +fi5.0 .80.0 +65.0 -80.0 +65.0 •80.0 +85.0 •W..0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 118"TEMPERED GLASS 1/e"ANNEALED GLASS as eomplylog with the Florida Standard Prodew 15,944-19,651 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +05.0 -80.0 +65.0 -BOLO +S5.0 .80.0 +65.0 -80,0 +65.0 -80.0 NOA-BU id oCCodde 31 75 NOA-No. 20-0401.11 38.318° Custom Size 15.131-15.843 +65.0 -80.0 +65.0 •80.0 465.0 •80.0 +65.0 •80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80,0 +65.0 -80.0 Custom Size 14.131-15.130 +65.0 •80.0 +65.0 .80.0 465.0 •BOLO +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +05.0 -80.0 +65.0 -8D.0 5®OR 5B Expiration Date 0812312023 Shortest 12.464-14.13D +65.0 -BOLD +65.0 •BOLO +85.0 •BOLO +65.0 •BOLO +65.0 -00.0 +65,0 -BOLO +65.0 -80,0 +66.0 -BOLO GLASS BITE BY Equal41te 22964 +65.0 -BD.D +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .60,0 +65.0 -BOLO EXTERIOR MIamFDade Product Control Custom Size 20.131-22 963 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 +65.0 -8D.0 +85.0 -80.0 +65.0 -60.0 +65.0 -8D.0 +65.0 -80.0 Standard Prodew 18.694.20.130 +65.0 .80.0 +65.0 •80.0 +65.0 .80.0 +65.0 -8D.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 A)NO CHANGES THIS 46' Custom Size 16.131-18.693 +65.0 41D.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -e0.0 7D-73 o SHEET. Custom Size 16.131-16.130 +65.0 -60.0 +65.0 -8D.0 +05.0 -810 +65.0 .60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 63@OR 5B _ Custom Size 14.131-15.130 465.0 •80.0. +65.0 .80.0 +65.0 A0,0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 GLASS TYPE 3 JR-03H 1/20 Shortest 12.484.14,130 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 •80.0 +85.0 •80.0 +65.0 -80.0 Equal41te 24.964 +65.0 �0,0 +55.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22.131-24.963 +65.0 SD.0 +65,0 -80.0 +65.0 -80,0 +66,0 -00.0 +66.0 •80.0 +65.0 -80.0 +85.0 -80.0 +66.0 .80.0 Standard Phew 20.194-22.130 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 .80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 00 Y Q 48' Custom Size 18.131-20.193 f65.0 -80.0 +66.0 -80.0 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +85.0 .80.0 +65.0 -80.0 Custom Size 10.131.10.130 +85.0 -80.0 +66.0 .80.0 +05.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80,0 +55.0 -80.0 I o 0 pay Custom Size 14.131.16.130 465.0 -80.0 +65.0 -60.0 465.0 -B0.0 +65.0 •80.0 465.0 .80.0 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 O � 1= shortest 12464.14,130 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 +85.0 •80.D +66.0 -8D.0 +65.0 -80.0 +85.0 -80.0 +85.0 -80.0 }n elo0 O EquaRte 25.777 +65,0 -6D.0 465.0 -W.0 .65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •8D.0 +65,0 .80.0 +65.0 -80.0 CO Z Custom Size 24,131.25.778 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +66.0 -80.0 +65.0 -80.0 +660 -BOLO +65.0 -60.0 +65.0 -80.0 p o E Standen!Pm4ow 20.544.24.130 +85.0 •60.0 +e5,0 -80.0 +65.0 -80.D +85.0 •aD.0 +05.0 -60.0 +65.0 -80.D +65.0 •80.0 +65.0 -80.0 Z LL ' o E Custom Size 20.131-20.843 +86.0 -80.0 +65.0 -BO.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 =lyj.- v ,re I� F- � Custom size 18.131-20.130 +05.0 -60.0 +85.0 -80.0 +65.0 -80.0 +S5.0 -80.0 +65.0 -80.D +65.0 •80.0 465.0 •80.0 +65.0 -80.0 U U d uaor0 W- tp J 'oN Custom Size 16.131-18.130 +65.0 -00.0 +65.D -BOLO +650 -BOLO +65.0 430,0 +65.0 -BD,D +65.0 -0D.0 +15.0 •BOLO *85.0 -BOLO f'W ¢ 'JM0 Custom Size 14.131-16.130 +65.0 -8D.D +85.0 .50.0 +65.0 .80.0 +65.0 -80.0 +6S0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 �T- N Shortest 12.464-14.130 +65.0 -80.0 +65.0 -MO +65.0 -80,0 +65,0 '80.0 +85.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -00.0 Z Z Equal4ite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +05.0 -80.0 +65.0 -80.0 +55.0 -80.0 Custom Size 28.131-31.90 +65.0 -80.0 +65.0 -B0.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 •80,0 +65.0 -80.0 Z U- Standard PrWew 25.794-28,130 465.0 •80.0 +65.0 -00,0 +65.0 -80.0 +65.0 -60.0 +65.0 •80.0 +65.0 •80.0 +85.0 -80.0 +05.0 -80.0 = 0 Custom Size 24.131-25.793 +65.0 -60.0 +65.0 •80.0 465.0 -80.0 +8.5.0 •80.0_. +65.0 •80.0 +65.0 -60.0 +65.0 -80.0 +65.0 •60.0 ® W 63' Custom Size 22131-24.130 +65.0 -8D.D +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 465.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 N Custom Size 20.131-22.130 +65.0 -8D.0 +65.0 -80.0 +65.0 •80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -78.0 in Z isa4S 'Custom She 118.131-20.130 +65.0 •80.0 +65.0 -80.0 +e5.0 -80.0 +65.0 -80.0 ,+65.0 -80.0 +65.0 -BO.D +65.0 -60.0 +65.0 -75.8 ZO f0 Cuatom She 16.131-18.130 +65.0 -80.0 +65.9 •80.0 465.0 -80,0 +65.0 -80.0 +85.0 -80.0 +65.0 •8D.0 +05.0 430,0 +68.0 •73.8 F g Shortest 13.194°-18.130 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 •80.0 +e5.o .8O.D +65.0 ao.0 +65.0 -77.7 +55.0 -71.D Z O Equal-ifte 38,464 +65.0 41D.0 +65.0 -80.0 +65.0 -80.0 +65.0 ,80.0 +66.0 -80.0 +65.0 -0D.0 +65.0 -80,0 +85.0 •80.0 Custom Size 36.131-38.463 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +55.0 .80.0 +65.0 •80.0 F _ Custom She 34,131-36.130 +65.0 -80.0 +65.0 -80.0 +65.0 -50.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 Q O CO 76" Standard PrWaw 30.994.34.130 465.0 .80.0 +65.0 .80.0 +65.0 .80.0 +65.0 .80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 Custom Size 30.131-30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -60.0 +85.0 �0.0 +65.0 •80.0 +65.0 .74.8 -OLL •osea seuaS Custom Size 28.131-30.130 +85.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -727 Shortest 2e.194••28.130 +85.0 �0.0 +05.0 •80.0 ♦65.0 -0D.0 +65.0 410.0 +85.0 _W.0 +85.0 •80.0 +6.0 •77.7 +65.0 -71.0 Equal4lte 42.464 +65.0 ;0 +65.0 -110.0 +65.0 -BOLO +65.0 •80.0 +65.0 -BOLO +65.0 -60.0 +65.0 .60.0 +65.0 .79.1 `�\��0,,••••••••. /l�� /i/ Custom Sin 38.131-42483 +65.0 .80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -74.8 ` -�:•' VICEN,?, {{� Slandard Pm�Aew 34.194'•38.130 +65.0 i-80.0 1+66,0 -80.0 +65,0 410.0 +65.0 -80.0 +65.0 •80.0 +65.0 1-80.0 1+65,0 1 •77.7 1+65.0 1-71.0 � •.� No.58705 -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTOTIP HEIGHT-49.391 MINIMUM SASH HEIGHTFOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 - MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 •� '3',J � MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 0, {�,-'�(L/` � S AT OF \ CC F<oRtOP..'-i x 1)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. /SJ/iOf\(A)" G\\` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 111111 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.#58705 TABLE 4: TABLES: Design Pressure(lbs/ftz)for Glass Types 4-7 6/16'NOM. Deli n Pressure for Glass T as 8-15 3/t8°AN GLASS 3118°HS GLASS GLASS STACK Bell=Sash Tip To Tip .090°SO .090'5G Bollom Sash TIP To Tip Sash Height Description Sash Height Wide 118"HS GLASS Descdpl(cn Width 30 3118°A GLASS 30 3/16'H GLASS Ran,e(1) .D9D"PVB for Ghen(Large Range On) 53-118" for Gherl Rsnge 63.118" 30 1!8"H GLASS 26 26 24" Equal+Ile 12.464 +65.0 .80.0 24" Equal-lite 12484 +80.0 .110.0 12'NQM. 1/2"NOM. Equal-Hte 15.964 +85.0 -80.0 Equal-Ilia 15.984 +80.0 -110.0 GLASS BITE IX � GLASS BITE 2'NOM. 31" Standard PIN" 12994-15.963 +80.0 -110.0 <3 31" Standard PtWew 12s94-15.963 +85.0 -80.0 ASS BITE shortest 12.464-12.993 +65.0 80.0 E (;9�j shortest 12.464-12.993 +60.0 :11D.o 74 74 PRODUCT REVISED Equgl•ilte 19.662 +65.0 -80.0 ^ Equal-Ilte 10.842 +80,0 -110.0 34 34 as COnr 1 In with the Florida - GLASS TYPE 8 GLASS TYPE 916.e44-19.851 +05.0 _80.0 Standard ProMew 15.944-19.551 +60.0 -110.0 Building o e15.131-15.943 +81.0 -80.0 34 TYPE 4 98;j18" Cullom 9ke 16.131-16.B43 +80,0 -110.0 NOA-No. 20-0401.11 Custom Size 1 14.131-15.130 +65.0 -80.0 Cuatorm Slze 14.131-15.130 +80.0 -110.0 13116 NOM. 13116'NOM. Shortest 12464-14.130 +05.0 -80.0 Shortest 12.464-14.130 +60.0 -110.0 �- GLASS STACK �-GLASS STACK Expiration Date08/23l2023 7/LA S STACK .OBO"SG .OBE'SG Equalylle 71.964 +85.0 480.0 � � GLASS STACK Equal4ke 22984 +BD.O •110.0 AIRSPACE AIRSPACE By Custom Size 20.131-22 883 +05.0 -60.0 Custom Size 2D.131-22963 +a0.0 -110.0 IIM"AN GLA 18"HIS GLASS 118"AN GLASS Miami-Dade Product Conlro 3118'AN GLASS 3110°AN GLASS Standard PmMew 18.fiB4-20,130 +85.0 430.0 .090"PVB Standard PrWeN 18.584-20.130 +80.0 -110.0 3t 31 7445" Custom Ske 10.131-18.693 +85.0 -80.0 30 3118°A(JGLASS 46' Cu9lomSize 18.131-18.693 +80.0 -110.0 A)NOCHANGESTHIS Custom Ske 16,131•18.130 +85.0 430.0 27 Custom Size 15.131-18.130 +50.0 •110.0 �R ov "NO A. �R 112'NOM. cSHEET. Custom Ske 14.131-15.130 +85.0 -80.0 1/2"NOM. Custom Size 14.131-16A30 +60.0 . SS BRE GLASS BITE ;S Shortest 12.464-14.13E +65.0 -00.0 E,EReR GLASS SITE shortest 12.464-14.130 +80.0 -110.0 a JR-03111/20 EgwHlte 24.954 465.0 •80.0 -� Equal41te 24.904 +80.0 .110.0 Custom Size 22.131-24.963 +85.0 •60.0 74 Custom Size 22.131-24.983 +20.0 .110.0 ®OR 5 70-73 ®OR TOTS 9lentlsrd P1oMew 20,104-2219E +85.0 -80.0 34 Standard PmI 20.194.22.130 +80.0 -110.0 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 6 49' Custom Size 18,131-20,193 +80,0 .110.0 m Y 48" Custom Size 16,131-2D.1B3 +06.0 4)0.0 W � Q Custom Size 18.131-%130 +65.0 -80.0 Cullom Size 10,131-18.130 +80.0 -110.0 13116"NOM. 13/181 NOM. O •nsa Custom Size 14.131-iB.130 +86.0 460.0 13/16"NOM. Custom Size 14.tg1.10.130 +80,0 -110.0 �- GLASS STACK GLASS STACK O O N Shortest 12.464-14.130 +65.0 •80.0 GLASS STACK Shortest 12.484.14.130 +80.0 -110.0 ,080"SG .090'SG r0 Equal46e 26.777 +&5.0 -00.0 .090'PVB Equalallo 25.777 +80.0 -110.0 AIRSPACE AIRSPACE } slop AIRSPACE Custom Size 24.131.25.770 +80.0 •110.0 1/8"TP GLASS 3/g•HS GLASS 118'TP GLASS 3116'AN GLASS 0 N Z Custom Size 24.131-26.778 +BB.Q +30,0 4 O to F 3118"AN G WAN GLASS o Standard PmI 20.844-24.130 +BD.O -110.0 91 74 31 74 -•l Z p 9 St�ndardPrOMew 20.844-24.13Q +86.0 4)0.0 0 J O o. Custom Size 20.131•20,843 +86.0 410.0 31 74 g Custom Size 20.131-20.843 +80.0 •110.0 ®Oft ®OR 6 Z LL W F gpyg' H SD318" 1!2°NOM, 12°NOM. ( -' Custom Size_ 18.131-20.130 +85.0 -80.0 Custom Size 18.131-20.130 +80.0 -110.0 =W OR 1!2°NOM. Custom Ske 16.131•18.130. +80.0 -110.0 GLASS BITE Rlo GLASS BITE IU U d _j ""a c Custom Size 1e.131-1&130 +8610 430.0 (� Custom Size, 14.131-16,130 +65.0 -80.0 GLASS BITE Custom Size 14.131-10.130 +80.0 -110.0 •3 fi 0mo Shortest 12.464-14.130 +0fi.0 -80.0 Shortest 12.464-14.130 +80.0 •110.0 5 OR 5 70.73 OR 70.73 rI••- Equal4lte 31.804 +05.0 .80.0 70.73 Equalahe 31.964 +80.0 .11D.0 ® GLASS TYPE 12 ® GLASS TYPE 13 O Z Z Custom Size 28.131-31.B53 +65.0 •80.0 ®OR 6 Custom Size 28.131•31.983 +11.0 -110,0 GLASS TYPE B 0 Standard Pro%im 25.794-28.130 +65.0 -80.0 Standard Piollew 26.704-28.130 +60.0 -110.0 tL Custom size 245 •25.793 +65.0 •80.0 Custom Size 24.131•25,793 +80.0 -110.0 13116"NOM. Imo. 13116"NOM. j 0 B3" Custom Size 22.131•24.130 +05.0 -80.0 13116"NOM. or Custom Size 22.131-24.130 +80.0 -110.0 GLASS STACK I GLASS STACK 2 �.I .090"SG .090"SG ® b°i W Cusloin Size 20.131•22130 +65.0 •60.D I GLASS STACK Custom Size 2D.131-22.130 +80.0 -ttD.D AIRSPACE AIRSPACE m Custom Size 18.131-20.130 +65.0 .80.0 AIRSPACE .090"PVB Cullom Size 18.131•20.730 +80.0 •170.0 3l18"AN CLASS-I XI IW HS GLASS 3116 TP GLAS 118'HS GLASS Z )aayg Custoin Size 18.131-18.130 +65.0 •80.0 3118"TP GLASS 11B'AN GLASS Custom Size 18.131•18.190 +50.0 -110,0 31 74 31 74 O 00 Shortest 13AD4'•16A30 +85.0 .80.0 31 Shortest 13.1N.-18.130 +80.0 •110.0 I1�EquaHOe 3848/ +05.0 -80.0 74 Equatilto 38.464 +80.0 •110.0 (BOR s 1!2"NOM. ®OR 1W NOM, F � J O Custom Size 38,131.38.483 +61.1 -60,0 25 OR 5 tl2"NOM. Custom Size 98.131-38.463 +10.0 -170.0 L'X��fl GLASS BRE �yggigg GLASS BITE Z m Custom Size 34.131-38.130 +85,o -80.0 R RIOR GLASS BITE Custom Size 34.131-38.130 +80.0 -110.0 4 (Lr W g = 76" Standard PmMew 30.984-34.130 +66.0 -80.0 <:3 76" Standard PtoMew 30.11114-34.130 +80.0 A10.0 r K J d Cn Custom Size 30.131-30.993 +B5.0 :9.0 Custom Size 30.131-30.993 +80.0 -110.0 OR 5 70-7a ®OR 5 7043 Custom Size 28.131-30.13D +65.0 4)0.0 ® 7a73 Custom Size 28.131-30.130 +80.0 -110.0 GLASS TYPE 14 GLASS TYPE 15 e1)1 •asap saueg 5 DR 5 GLASS TYPE7 Shortest 28.194'-28.130 +ee.O •80.0 Shortest 28.184'•28.130 +80.0 -110.0 Equal-lifter 42.464 +85.0 •80.0 Equal-file 42.464 +60.0 -110.0 �.``11NY LYNNl��'� B4° Custom 9ke 38.131-42483 +88.0 -10.0 84" Custom Size 38.131-42903 +60.0 •110.0 ��` �' '•GEN... Standard Pnhi.94.104•-38.130 +06.0 •80.0 Standard PmMew 34.184••38.t30 +80.0 •110.0 `P=,.' Lt SF '•.�� i •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 '•� MNIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT=48,391 30- No.58705 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.8D6 --0 u •; 2)FOR SIZES NOT SHOWN,ROUND SHOWN.FUP OR INTEGRAL THE FIN AVAILABLE 1)TIP TO TIP DIMENSIONS AND EEQ EQUAL-LEG WINDOWS,SUBTRACT 1-FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. AN-ANNEALED 'QNAL t NG" 3)FOR RADIUS TOP WINDOWS',FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PI NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS-HEAT STRENGTHENED P.E.#68705 TABLE 6: Anchor Quantities Required for Tip.to lip width "Through-Frame"Installation is" 25' 33" 37' 41" 45" 49' 1 111. usin Glass T eal-7 Jamb r Jamb Jamb Jamb Jamb Jamb Jamb 2�0:��a N o: o: m m a b m 99t o: h m o: ro o: tgf Batton Sash Sash Height y '� m 2 Lt m .� u . m . LY Description Range On) xfor Gitien Range ¢ m ¢ m ¢ ¢ m ¢ m T B 6B: 24' Equal-life 12.464 1 2 1 t 2 1 1 2 t 1 2 2 1 2_. 2 1 2 2 1 2 2 1 2 2 Glass Descdp8a (Listed from Exterior to Interior) PRODUCT REVISED Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 212 1 2 2 1 2 2 1 2 2 Type as comp=with the Florida 31" Standard Prrnlew 12.994-15.963 2 2 1 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 3 21212 1 1/8"AN,.090"PVB,1/8"AN 3utldlno Code shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8'AN,.09D"PVB,1/6'AN NOa-Ito. 20.0401.11 EquaNite 19.062 2 2 1 2 2 1 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 11 2 3 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/6"AN Expiration Date0812312023 Standard Prodew 16.90-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,1/8"HS ,,� 38.NW Custom Size 15.131-15.943 2 2 1 2. 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 E 5 3/16"AN,.090"PVB,3/16"AN BY Miaml-0ade Product Central Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13/16"LIG:3116"AN CAP,AIRSPACE,118"AN,.09W PVB,1/8"AN Shortest 12-464-14.130 2 2 11 2 2 1 2 2 1 z 2 2 2 2 2 2 2 2 2 2 2 z-2 2 7 13118"LIG:3/16"TP CAP,AIRSPACE,1/8"AN,.09W PVB,1/6"AN A)NO CHANGES THIS EquaNite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20,131-22.963 2 z 1 2 2 1 2 2 1 2 2 2 2 2 2 z z 2 2 2 2 2 2 2 is SHEET. Standard PmNew 18.594.20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ' 45• Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JR-03/11/20 Custom Size 15,131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 2 shortest 12464.14.13D 3 2 1 3. 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 00 Y Equalite 24,984 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 212,2 2 2 2 2 2 2 2 o 'nay Standard Prodev 20.194-22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O 49' Custom Size 16.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2121 2 2 }n a1o0 O i Custom Size 18.131•18.130 3 21.1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 C4 Cullom Size 14.13t-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z 9trorteel 12464.14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 E Z(JL o W hO. EquaNite 25.777 2 2 1 2 2 1 2 2 1, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 V Ld d 75 g Custom Size 24,131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 aaDp J uaap o �' Standard Pmde++ 20.844-24.130 2 2 1 2 2 1 2 '2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z at � 'N n Custom Size 20,131-20.843 2- 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 IL 60.5f8" Custom Size 18.131•20.130 3 2 1 -3 2 1 3 2 1 3 212 3 2 2 3 2 2 3 2 2 3 2 2 n ~ Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 �Z Z Custom Size 14.131-16.130 3 2. 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z LL Shortest 12464.14.130 3 2 1 3121 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 j Q O Equal-lice 31.984 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 u) Custom Size 28,131-31.1183 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2131 3. 213 3 2 ® J Standard Pm%im 25.794.28,130 3 2 1 3 2 1 3 2 1 9 2 2 3 2 2 3 2 2 3 2 2 3 3 2 t Z aagS Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 _ Z Z a 1 63' Custom Size 22.131-24A30 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Fes-„ t'n � Custom Size 20.131-22.13D 9 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 CS Custom Size 18,131•20.130 3 2 1 3 2 1 9 2 1 3 2 2 3 2 2 9 2 2 3 2 2 3 2 2 Z 0O g Custom Size 15.131-10,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 U = Shortest 13.194'-16.130 4121 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 ¢, J Z W Equelalta 38.484 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Q Q Custom Size 36.131•36.453 3 3 1 3 3 1 3 3 1 3 3 2 3' 3 2 3 3 2 3 3 2 3 3 2 s6u •ose0 sauaS Custom Size 34.131-36:130 3 3 1 3 3 1 3 3 1 3. 3 2 3 3 2 3 3 2 3 3 2 3 3 2 70. Standad ProMew 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 pNY i Cullom 3iza 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 26.131-.30,130 3 3 1 3 3 1 3, 3 1 3 3 2 3 3 2 3. 3 2 3 3 2 3 3 2 't,1GENSF'•,���i� Shortest 29.184•-28.130 4 2 1 4 2 1 4 2 1 72 2 72 2 4 2 2 4 2 2 4 3 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, No.58705 Equai4lle 42464 3 4 1 3 4 1. 3 4 1 3 4 2 3 4 2 77 2 3 41213 4 7 SUBTRACT 1"FROM THETIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE '' 11; 84" Custom Size 38.131-42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 21431 4 2 3 4 21 WINDOW SIZE. - Standard Pna{ew 34.184•-38.13014 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 4411 •MINIMUM.SASHHEIGHTFOR.FLANGEDWINDOWSIS:TIPTOTIPNEIGH7-49.391 O•' VA13OF MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 3 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVEMINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT '•1�.t MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:48UOKHEIGHT-48.BOS WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. '�'/rS�ONAL 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 1j f 1 111111t PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E. P.E.#68705 TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 25" 33" 37" 41" 46" 49" 53-118" usin Glass T es 8-16 Jamb Jamb Jamb Jamb .Iamb Jamb Jamb Jamb rc K K o! a: m K 2i d" d' 1a W7 2 m m Bottom Sash 2 2 E f E M f ,Y E ' - Deiven Ran RangHeight z �21. for Given Range ¢ m m m ¢ m m m m ¢ m TABLE 7B: 24" Equal-lite 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass PRODUCT REVISED Equal-life 16.969 1 2 1 1 2 1 1121 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Typo Description(Listed from Exterior to Interior) as complying with the Florida 31, Standard Pm4 w 12.994.15.983 2 2 1 2 2 1 212 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 8 3116"AN,.090"SG,W18"AN NOIA-Noding. 20-0401.11 Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3/lU'HS,.C90"SG,3/16"HS Equel4lte 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13H8"LIG:118"AN CAP,AIRSPACE,1/B"HS,.090"SG,1/8"HIS Expiration onto08/23/2023 Standard Pmvew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2By 38,Vg" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13116"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090"SG,3116"AN Miami-Dade Custom Size 14.131-15.130 2 2 1 2 2 1 212 1 2 2,2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"LIG:118"TP CAP,AIRSPACE,1/6'HS,.090"SG, Mleml-0ede Product Control Shortest 12464-14.130 2 2 1 2 2 1 2 2 1 2 212 2 2 2 2 1212 2 2 2 2 2 2 13 13116"LIG:1/8"TP CAP,AIRSPACE,311W AN,.OW'SG,3116"AN A)NO CHANGES THIS Equal4lle 22,664 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 3 2 2 3 2 14 13116"LIG:3/16"AN CAP,AIRSPACE, 1/8"HS,.0BT SG,1/8"HS SHEET. Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 15 13116"LIG:3116"TP CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS Standard ProMow 18.694-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 46" Custom Size 16.131-18.693 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 z JR-03/1 IJ20 Custom Size 16.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Sweet 12484.14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Go Equal-Ille 2A.864 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 LU Custom Size 22.131-24.9W 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2,3 2 > co 0 '^sa Standard Pmdew 20A94.22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2121 3 3 p C y .- 49" Custom Size 18.131-20,193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 3 3 N 0110 2 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3.2 2 312 2 3 2 3 st O Custom Slze 14.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 312 3 3 2 3 O J p Z o W o Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z 11 C g Equel-0te 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 =LU n - Custom Size - 24.131-26.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 213 2 2 3 2 U U_ d uawe F Standard ProJew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 1-Z� _j O,9a _a Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 ^> �60.518" Custom Size 16.131-20.130 3 2 1 3 2 1 3 2 1 3 212 3 2 2 3 2 2 3 2 2 3 3 3 Z Z Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 312 3 Custom Size 14.131-15.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 U m U., Shortest 12.464.14.130 3 211 3 2 1 3 2 1 3 212 312 2 3 2 2 3 2 3 3 2 3 H O Equalaite 31.964 2 3 1 2 3 1 2 3 1 2 3 2121 8 2 2 3 2 2 3 2 2 4 3 = } In Custom Size 28,131-31,963 3 9 1 3 3 1 3 3 1 3 3 2 3 312 3 3 2 3 3 3 3 4 3 ® r J F- Standard Pm%Aew 25,794.28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 O Z Custom Size 24.131.25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 0 (0 ? iaag9 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 F V, Custom Size 20.131-22130 3 2 1 3 2 1 3 2 1 3 2 2 3 212 3 2 2 3 3 3 3 3 3 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 21213 2 2 3 2 3 4 3 3 1e Z_ O Custom Size 18.131.18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 U = Shortest 13AW-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 214 2 2 4 2 3 4 2 3 Equsl4fte 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 213 4 2 3 4 3 3 4 3 ¢ Q to Custom Size 36.131-38.463 3 3 1 413 1 313 1 3 3 2 3 3 1213 4 2 3 4 3 3 4 3 alit •asap seueg Custom Size 34.131-38.130 3 31 1 313 1 313 1 3 3 2 3 3121314 2 3 4 3 3-4- 3 76' StandardPmMea 30.994-34.130 3 311 3 3 1 3 3 1 3 3 2 3 3121313 2,3141 314 14,3 ��•`�aNY,LYNN��/.,,�� Custom Size 30,131.30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 Custom Size 28.131-30,130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 =�P��'• �10ENs6 ''�t'�% sweat 25.1941-26.130 4 211 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, '•� Equalaite 42464 3 4 1 3 4 1 3 4 1 3 4 z 3 4 2 3 4 2 3 a 3 3 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE No.58705 64" Cuetam Size 38.131-42.483 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 6 3 WINDOW SIZE. Standard ProNaw 34.194"-36.130 4 3 1 4 3 1 4 3 1 4 3 2. 4 3 2 4 4 2 4 4 3 4 4 3 l.ti� q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. )j'�'� .•� -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTO TIP HEIGHT-49.391 �O AT OF MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.381 OR MINIMUM ,.•'•���� MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE i�s ••, \G ` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 'rl j r t i l l i 1111` PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,RE REM 58705 7 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE f—T----' ————T� EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH FRAME INTO 2X WOOD 114'MAX SHIM 1/4"MAX SHIM �— FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. I EMBED- 4 q SASH VISIBLE 17 PRODUCT REVISED EDGE 1 MENT EDGE `' :� LIGHT WIDTH a', DISTANCE as comping with!ho Florida +LLJ•!_.. DISTANCE Building ode 114'MAX SHIM '•� 19 .':� �• NOA-No. 20-0401.11 FIXED VISIBLE Expiration Date 0 812 3/2 0 2 3 L--- — --L---U II� LIGHTWIDTH By ,( NOTE B,FOR 1 SEE TABLE MIam"ade Product Contra '•f,• ' � 18 HEAD TYPE (t 30 A)REVISED ANCHOR TYP.ANCHOR TYPE, 44 •" '• •• TYPE TABLE. FIXED EMBEOMENTAND °` •."q•. VISIBLE EDGE DISTANCE PER JR-03/11/20 LIGHT SUBSTRATE,SEE 31 R 5B - HEIGHT TABLES. 32 TIP TO TIP WIDTH TMEM EDMENTAND Y Q EXTERIOR EDGE DISTANCE PER TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A SUBSTRATE,SEE 112 •�oa 45 EMBEDMENT AND EDGE TABLE 8. x DISTANCE PER SUBSTRATE, 14 SEE TABLE B. —►{ 1/4"MAX.SHIM 0 N aloe VISIBLE LIGHT FORMULAS: 0 DADE APPROVED MUWON,FBC. _j Z Z (SHOWN FOR HI-RISE SILL;SEE J p o 48 55 COMPLIANT ALUMINUM/STEEL FRAMING O O W O 43 OR STEEL STUD.MAYBE VERTICAL OR SHEET 9 FOR STANDARD SILL) 2 tL O -7rz TIP HORIZONTAL.SEE SUBSTRATE TO 13 WIDTH U U d TIP USE EITHER 1 PROPERTIES,TABLE 8. @ SASH S FIXED LITE:TIP TO TIP WIDTH-5.12" Z urve smo HEIGHT 63 SWEEP LATCH MIDSPAN OR 2 HEIGHT(EQUAL-LITEI C Z BOTTOM LOCKS TIP TO TIP HEIGHT2.3.73" Z 7 _ INSTALLATION LD SASH HEIGHT(PTI M Z 1L VISIBLE OPTION 4 (@F0(ED LITE:TE:TIP TO TIP HEIGHT2+3.78" LIGHT ANCHOREDTHROUGH @SASH:TIP TO TIP HEIGHT2.11.93" 2W Z Oh HEIGHT FRAME INTO METAL ® J O HEIGHT(CUSTOM SASH) �+ ®FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3,56' 46 Z V reeyg TABL • ®SASH:SASH HEIGHT-4.60" p to W Min.Edge Min. Q EXTERIOR Anchor Substrate Distance Embedment N Z W o a33 P.T.Southern Pine(SG=0.55) 9/16" 13l8" NOTES: Z 10 Steel' Aluminum,8083-75 min. 3/8" 0.063" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON -1 g 15 1"or 410 OPTIONAL HI-RISE SSS Screw row A36 Steel 3/8" 0.083" TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q t1 SILL SHOWN.SEE Steel Stud,Gr.33 min. EMS- 0.R5"(18 Ge) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF _ eflu •asap sa;�es 1"WEEP 42 SHEET 10 FOR THE WINDOW. NOTCH AT STANDARD SILL. 114"410 S9 Concrete(min.3.35 keQ 1" 13I4" \II11111 I I I 1//rr EACH END CreteFiex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"MAX• P.T.Southern Pine SG=0.55) 1" 1.318" 8.ALL WOOD BUCKS LESS THAN 1-12°THICK ARE TO BE SHIM Concrete(min.2i85 ksl) 1" 1-3/8"Ungrouted CMU,(ASTM C 80) 2-1/2° 1-1l4" CONSIDERED 1X INSTALLATIONS,IX WOOD BUCKS ARE OPTIONAL a L1CCN9F �(�%i 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS Q Ultrecon DEPICTED AS 2X ARE 1.12"THICK OR GREATER.IX AND 2X BUCKS j J�7 No.-58705 P.T.Southern Pine(SG=0.65) 1" 1-318" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER NO ANCHORS i, ' •• Concrete(min.3.00 kso 1-3M8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND O; REQUIRED IN .•• '•%•! 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR •, 3.Z.(� �� FLANGE OR '•4'' •'<••••� '•••_ � Ultra UngroutedCMU,(ASTM0 1.12" 1-1/4" ••.`�11/` ARCHITECT OF RECORD. EQUAL-LEG P.T.Southern Pine(SG-0.55) 1" 1-3/8" 'i�(�''•,FLORIDI'•, \��� FRAME SILLS •' • '• •'•'•' A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS �i�S5. '••••.••' B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANM17t7FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. "7, 'ONAL- VERTICAL SECTION B-B + ALLOWABLE FOR ANCHORS IN THE HEAD. ///r/1111111111 C)"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE P.E#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 EDGE DISTANCE � DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH f --T— --F 17--1 SEE NOTE 2,THIS SHEET.FRAME INTO 2X WOOD EMBEDMENT EMBEDMENT FRAME OR BUCKSTRIP. 1/4"MAX SHIM 1/4"MAX SHIM ---�-( �+-- SEE NOTE 2,THIS SHEET. EMB� M EE 1 SASH VISIBLE 17 __yy1LL_••LL EDGE I LIGHT WIDTH EDGE PRODUCT wiVISED th the Florida DISTANCE `• j`•: DISTANCE BuildingCOMCoda 114"MAX SHIM --••i•:' 19 ••,'>r ': NOA-No. 20-0401.11 FIXED VISIBLE ���JJJ Explratlon Onto 08/23/2023 SEE TABLE LIGHT WIDTH 3 NOTE B,FOR I MIamFO'addo Pr'oduet Centro T 18 HEAD TYPE 1 0 TYP.ANCHORTYPE, - A)REVISED ANCHOR FIXEDVISIBLE 44 EMBEDMENT AND ( TYPE TABLE. LIGHT EDGE DISTANCE PER ••?'• ;°� HEIGHT SUBSTRATE,SEE I TABLES. 31 5 OR 5B 8 JR-03/11/20 I ,•: f• BUCK WIDTH TYR ANCHORTYPE, 32 EMBEDMENTAND a) EXTERIOR EDGE DISTANCE PER 45 TYP.ANCHORIYPE, HORIZONTAL SECT-ION A-A �1 (� EMBEDMENTAND EDGE �' SUBSTRATE,SEE G o $ •nay DISTANCE PER SUBSTRATE, TABLES, xO $ 0 14 SEE TABLE 8. 1, O(Op O i Fes- 1ra"MAX.SHIM VISIBLE LIGHT FORMULAS: ON O 48 55 I (SHOWN FOR HI-R(SE SILL;SEE � g 43 SHEET 9 FOR STANDARD SILL) Z IJi.0 5 LU 0 BUCK 13 DADE APPROVED MULLION,FBC = 3 COMPLIANT ALUMINUM/STEEL FRAMING WIDTH V W c� B HEIGHT 83 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR ®SASH&FIXED LIM BUCK WIDTH•4,12" LU z W J ON SWEEP LATCH(r� HORIZONTAL.SEE SUBSTRATE c W.•, Q Sma MIDSPAN OR 2 PROPERTIES,TABLE 8. HEIGHT E'EIGHT E EOUAL•LITE F- BOTTOMLOCKS BUCKHEIGHT2-3.23° 2 Z SASH INSTALLATION HEIGHT(PROVI�EW-- O " LIGHT EQUAL OPTION 4 ( FIXED LITE:BUCK HEIGHT2+4.28" z 2 LLO HEIGHT LEG/BOX ANCHOREDTHROUGH ®SASH:SUCK HEIGHT/2-11AN' = O 0 FRAME FRAME INTO METAL ® W } SHOWN HEIGHT(CUSTOM SASH .A W ®FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.56" Z X poeyS 7 BLE 6' (✓!@SASH:SASH HEIGHT-4.60" o W EXTERIOR Anchor Substrate Min.Edge Min, O aDtstanee Embedment j LU 1233 P.T.Southem Plne(SG=0,55) 9/1G' 1.9/8" NOTES: Z #12 Steel, g 15 Aluminum,6063 T6 min. 3/8" 0.063 w rz 18.8 ar410 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON a > > z OPTIONALAI•RISE SS Screw A30 Steel 31W" 0.083" TABLE B.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY < tayl (h 1"WEEP 42 SILL SHOWN.SEE Steel Stud,Gr.33 min. 318" 0.045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ally Os S SHEET 10 FOR Concrete(min.3.35 kei) 1" 13/4" THE WINDOW, O0 seas NOTCHAT STANDARD SILL 1/4"410 SS EACH END I! CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE HIM MAX' P.T.Southern Pine(SG=0.55) 1" 1-318" 8.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE ,�� �,•• "' ti �i HIM Concrete(min.2.85 kel) 1" 13/8" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL � ��'' t,1GENSF••%l{ �� 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS Ultracon Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" DEPICTED AS 2X ARE 1-1Ir(HICK OR GREATER.IX AND ZX BUCKS No.56705 r iEC NO ANCHORS P.T.Southem Pine(SG=0.55) 1" 1.3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER - '* REQUIRED IN �?.•; •.• ���•r V .° `•'�. ' • Concrete(min.3.00 kst) 1-3/16" 13rB" LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND FLANGE OR •'••• '• •'S 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ••'+' Ungrouted CMU, C-90) 1-1/2" 1-114" EQUAL-LEG 4.'�:'". ''...a.••: •`.• Ultracon+ ARCHITECT OF RECORD. ��O F ,:..�� FRAME SILLS _ P.T.Southern Pine(SG=0.55) V. 1-we" % .p'• �G/ • •-• •• ` �•' A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS �i�S .FC�R�D,A,• GA= B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PA IHEX/FLAT HEAD TYPE IS DAYLIGHT OPENING).18 MEASURED FROM BEADING TO BEADING. �//i�/On)AL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. ////Ifllltl` C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E. P.Ep 68705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE I DISTANCE DISTANCE f+ EMBEDMENT 11 O EDGE v DISTANCE, 1/4"MAX SHIM 1/4"MAX SHIM PRODUCT REVISED 6 SASH VISIBLE 17 as A-No. ng with the Florldo 1.11 LIGHT WIDTH NOA-No. 20.0401.11 EMBEDMENT 27 19 Expiration Date0812312023 114"MAX. EMBEDMENT FIXED VISIBLE Ann) 2 SHIM I LIGHTWIDTH By ..li—. Mlnml-0ade Product Contro 30 18 TYP.ANCHOR TYPE, •• A)NO CHANGES THIS FIXED EMBEDMENT AND EDGE SHEET. DISTANCE PER SUBSTRATE, 44 VISIBLE SEE TABLE 9. LIGHT JR-03/11/20 HEIGHT I 31 6 R 5B 6 ( BUCK WIDTH rM 32 HORIZONTAL SECTION C-CEMBEDMENT D TYP.ENTANDEDCHOR GE PE, W cc 45 DISTANCE PER SUBSTRATE,SEE > w DADEAPPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) ❑ (U) GIN 4 1/4"MAX.SHIM —+� COMPLIANT ALUMINUMISTEEL FRAMING N a1Dc ? Q OR STEEL STUD.MAY BE VERTICAL OR satt O HORIZONTAL.SEE SUBSTRATE OJ J o Z p 43 PROPERTIES,TABLE 9. O W VISIBLE LIGHT FORMULAS: z tL(D (SHOWN FOR STANDARD SILL;SEE =w`' g BUCK 13 SHEETS 7 OR s FOR HI-RISE SILL) W U ip J "M GN HEIGHT 83 USE EITHER 1 Z v J #10E-DRIL STEEL 'JM0 SWEEP LATCH(� WIDTH p W^ ¢ SELF-DRILLING (�7 BOTTOM NOR 2 46 b5 SMS(G5),SEE TABLE 9. ®SASH&FIXED LITE:BUCK WIDTH-4.12" p z BOTTOM LOCKS Z� Z HEIGHT(EQUAL-LITE) SASH BUCK HEIGHT/2-3.23" Z Q LL VISIBLE INSTALLATION f- O LIGHT HEIGHT(PROVIEW) = U rn HEIGHT OPTION 7 @FIXED LITE:BUCK HEIGHT2+428" ® m W W ANCHORED THROUGH @SASH:BUCK HEIGHT2-11.431 -u INTEGRAL FIN INTO METAL Z Z )aa45 HEIGHT(CUSTOM SASH) O U STANDARD SILL ®FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" F J EXTERIOR 16 SHOWN.SEE (SASH:SASH HEIGHT-4.ti0" Z Oo 33 PREVIOUS SHEET t` 42 8 FOR OPTIONAL Z 1"WEEP HI-RISE SILL. J NOTCHAT a¢ •asap seuag EACH END TABLE 9: 1/4"MAX Min.Edge Min. NOTES: SHIM Anchor Substrate Distance Embedment—E USE ONLY UBSTRATE-APPROPRiA ))))1)11111111rr 2-1/2"x.113"Box Nall P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTEDSTED ON TABLE 9.FOLLOW `��`�pNY, F L..... �•,��� f 2-1/2"x.131"Common Nall P.T.Southern Pine(SG=0.55) 318" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY � .•'•�10E T NS '•.���i^ I INSTALLATION OPTION SHOWN MAYBE USED Q•;' •, TYP.ANCHORTYPE 2.1/7'x.145"Roofing Nall P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. No.58705 , O 17r EMBEDMENTAND EDGE EDGE DISTANCE 2-1/Z"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO DISTANCE PER SUSTRATE" _� P.T.Southern Pine(SG=0.55) 1/2" 1.375 REFERRED TO AS DAYLIGHT'OPENING)IS _ ? 1 SEE TABLE 9. #10 Steel Trusahead Screw •', 6•� SCREW SHOWN EMBEDMENT 0.125"Aluminum,6063 T5 min. 5116" 0.125 MEASURED FROM BEADING TO BEADING. S 7E OF ( ) #12 Steel,18-8 or 410 SS Screw 0.050"A36Steel 5/16" 0.05 :, •.'<pR1pP,.•' VERTICAL SECTION D-D 0.045"(18 Ga)Steel Stud,Gr.33 min. 5/16" 0.045 �'SS'ONAL A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 111111 1 A LYNN MILLER,P.E. P.E.#58705 2.560" 3.185' 2.060° 2 2,648° .840" 1 If- ,062" 1.125" ,062" .082" 2.848" ^------- 10SZ112.721V PRODUCT REVISED 2.112 24° 2 724 ea comp Ing with the Florida .ae7" I odo osz^ osz" 062" NOA-No. 20-0407.11 + Expiration Date08/2312023 INTEGRAL FIN FRAME INTEGRAL FIN FRAME BY 4 Ot FLANGE FRAME HEAD O HEAD O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O JAMB O EQUAL LEG FRAME JAMB Mlami-Dade Product Control A)NO CHANGES THIS 2.79B" -� 2.796" -� SHEET. JR-03/11/20 3.008" 2.841" 3.466" 2.341" 3.508" O 5 ney 4.133" $ co eio0 O .062" .082' .062" .062' .082" .082" O aC4 Q 0 t9 co Z �7 ICD oz } Z LL iO _ =UJ� 49 1 125 FLANGE FRAME SILL 1.126" EQUAL LEG FRAME W V ado J o a0 •oN OFLANGEFRAME.SILL O EQUALLEGFRAMESILL to HI-RISE is SILLHI•RISE r ,�.." WAG Oe INTEGRAL FIN FRAME SILL OINTEGRAL FIN FRAME Z of Z 2.273" -� 11 SILL-HI-RISE --i+� O LL -�{ 1.300" .120" I 2.273" -►•{ = O 170 I SILICONE STRUCTURALHOT-116"NO . ® W POLYISOBUTYLENE 1/4"NOM. STRUCTURAL 3718"NOM. °'� 0 2.772" WITH SILICONE z Z 7oo4S .062" DESICCANT FOAM WITH o y 2.211" N2.105^ co DESICCANT.062" 1.236„ 2.150" .062" EXT.GLASS Z O EXT.GLASS _ 1.300" �--• "'�'I 1.300" �- INT.GLASS INT.GLASS �2. Ir -+{ 1.300' f+- LLLL77 . 70 KODISPACE4SGTPS 71 SUPER SPACER®NXTTM elil •osa0 ca11es _to SASH TOP RAIL to FIXED MEETING RAIL is SASH BOTTOM RAIL- to SASH BOTTOM RAIL t7 SASH SIDE RAIL HI-RISE ALUMINUM POLYISOBUTYLENE DESICCANT FILL 1.446" Imo- REINFORCEMENT SEAL 5A8"NOM. ����,,''•�10ENgF•,`���' ,�• -►I.817"�+- �.498' 1 SILICONESEAL �' No.58705 � 1 522° 1 �PG4 .834" .465" --� I_LROLL-FORMEDfi27" BUTYL& STAINLESSTEEL.040" ° ,802" .802' .002' DESICCANT FOAM .013 TT' EXT.GLASS EXT.GLASS ��0�.,. 0F� "� 1.370" .070' .045" -+ +- .050" I INT.GLASS �i�CCs''•:ctORiDf",.•'G?� INT.GLASS ie COVERNCHOR to SASH STOP COVER 5a IG BEAD ©a IG SNAP BEAD se 5l18"LAMI BEAD 27 7H6"LAMI BEAD 1�`S%AL 72 DURASEALo SPACER 73 XL EDGET"SPACER �/117111Iltl1�\ A LYW MILLER,P.E. REM 68705 r TABLE 11: Item PGTPart# Description Material st ASSEMBLY DETAILS FOR 1 642001 Head,Flange 4�um.6 3-Ts FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-76 (OTHER FRAME TYPES SIMILAR), 3 624028 Head,Equal-leg Alum.6083-TB e 4 624004 Jamb,Flange Alum,6083-76 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 4 PRODUCT REVISED 5 624020 Jamb,Integrel Fin Alum.6063-T6 51 as Golnplylo with the Florida 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 RulNOIA-No C e 20-0401,11 6 624031 Jamb,Equal-leg Alum.6063-T6 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 40 Fxptraaon Date OB/23/2023 7 624002 SIII,Flange HEAD g Alum. By 4k— 8 024018 Sill,Integral Fin Alum.6063-76 INTERIOR Mli----ede Product Control 9 624029 SIII,Equal-leg Alum.8D83-TO 4�1 41 10 624003 Sill,HI-Rise,Flange Alum.606346 JAMB A)ADDED BACKBEDDING, 11 62401D Sill,HI-Rise,Integral Fin Alum.606346 o UPDATED MATERIAL 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063:M 4 14 :1 PROP.TABLE. 13 624006 Sash Top Rail Alum.6005A-T81 14 824005 Fixed Meeting Rail Alum,6005A-TUl INTERIOR JR-03/11/20 15 624012 Sash Bottom Rall-HI-Rise Alum.6D63-76 JAMB 'ZI 16 624068 Sash Bottom Rail Alum.6083-T8 W co Q W 17 824007 Sash Side Rail Head Anchor Coler Al Alum•.6063-T6 FIXED MEETING RAIL '^°b 18 824051 um.8083-T8 0 19 824015 Sash Stop Alum.6083-TB N °IPo 0 25A 624009 IG Bead Alum.6063-T5 25B 824011 IG Snap Bead Alum.6663-T5 -.1 03 z Z 28 824010 5118"Lami Beading Alum.6083 TB Z LL ' o 27 624026 7/16"Lam!Beading Alum.6063-TB SASH BOTTOM RAIL X U - 30 6TP247 Glazin Bead,Bulb Vin I tar#624023 B 9 v vinyl SASH w—oo �. °^°a 31 6TPZ48 Glazing Bead,Bulb Vinyl for#6240D9򘖋 Vinyl 4 SIDE 16 oW ^ < a"o n> �- <32 724046 Sweep Latch(@ Top Rell) Cast Zinc RAIL 33 624049 Bottom Latch(@ Sill) Alum.6063-T6 JAMB 34 Setting Block(1/8"X 112"X 4") Neoprene ? O 35A 1G Setting Block(118"X 3/4"X 4") Neoprene S R 3513 724914 IG Snap Setting Block Vinyl 17 ® uQl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 2 LULU I°ays 38 724054 Sash Top Rail Gasket Polyethylene 37 o m Z 39 724055 Sash Bottom Rall Gasket Polyethylene R 2 �O U o 40 724057 Head Gasket Polyethylene 41 724M Meeting Rail Gasket Polyethylene 39 INTERIOR (a. rZ 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 'b : m 43 Weatherstrip,.270"x,iBT',Fin Seal(@ MR) boa rosa0 sa1�e5 44 87S18G Weatherstrip,.170"X.270",FIn Seal(@ Sash Slde Raip A5 Weatherstrip,.170"X.18T',Fin Seal((�Top Sash RaiO tit t t ll ryy 48 'Aries Balance with Cater&Trim Rlgld Vinyl TABLE 10:MATERIAL PROPERTIES USED `\�� ONY LYNN l�^� 51 781PSQX #8X1"PHSMS(Assemb11 Stainless Steel SILL 51 FOR ANCHORAGE CALCULATIONS: �����'•�tOE..... �1 Materiel Min.Fy Min.F° Q-; •,tn���55 7834AA #8 X 3/4"Ph.RN SMS(Balance) Stainless Steel 7 l screw 9z ksi 120 ksi No.58705 63 Alum.Screen with Fiberglass Mesh Varies Steel screw 70 Kommeding Kadispace 4SG TPS INTERIOR w 8D ksl' 95 ksi _ 72 _ Sea Sheet 51 410 Screw 9D ksi 110 ksii 71 Quanex Super Spacer nXT �] --10 10 for Elco UltraCon® 155 ksi 177 ksi Quanex Duraseal Spacer 'O T 7E of Cardinal Materials 114"DeWalt UltraCon+4a 148 ksi 184 ksi Dow 791 73 .88 Edge Spacer NOTES: 410 SS Elca/Dewalt CmteFlex® 127A ksi 189.7 ksl \� <ORID?,,'' 74 99,983 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKET AND/CR SEALANT. 6063-T5 Aluminum 18 kal 22 A36 Steel F.kei ks 58 ksi /I�NAL IC tt� 2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i Gr.33 Steel Stud 33 ksi 45 ksl A LYNN MILLER,RE RE#68705