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NOA - ALUMINUM SINGLE HUNG WINDOW
s MIAMI-DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 'pECEIVED Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) J IV! j 1 =21) www.miamidade.gov/economy g LULL PGT Industries,Inc. 1070 Technology Drive 'St.Lucie County North Venice,FL 34275 _ Permitting SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control !. Section (in Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this product or 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 job site at the request of the Building Official. This NON 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. A. ED NOA No.20-0401.11 MIAMI OADe cOUNW R � " .� ' Expiration Date: August 23,2023 CODE COMPLI NCt Approval Date: July30,2020 Pa 1 ST. LUCIE COUNT FILE COP w 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 11, 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 Idahnis 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 61a 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 M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-1 f 1 PGT Industries,Inc. r 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 6'h 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, RE 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 ri 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 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, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6`h Edition (2017)and FBC 7"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 M.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 T" 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. 18-0430.06 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 I'MAX.O.C, DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 18-318'MAX. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE /2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE SHEETS 2-5 IMPACT RESISTANT 80RNE DEBRIS REGIONS.FOR / • INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVMZ,THE OUTBOARD LITE(CAP) MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15. 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY -1 3I4"MAX. �— -17 17-3/4" 52-1I8"MAX,BUCK WIDTH ' APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (17-1/4"BUCK) �I � MAX. W M MAX. - rf 4.11N6"MAX. PRODUCT REVISED SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE{� I - I O.C. 19"MAX•BUCK) D,SEE 5"MAX.O.C. as comp with the Florida PER ANCHOR TYPE. SHEETS 8&9 SHEET 10 Building Code _ _ _ _ NOA�o. 20.0401.17 A SEE C,SEE 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&8 SHEET 10� Expiration Date 08123/2023 li 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD ' ' n BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER 1X AND 2X BUCKS(WHEN USED) EQUALLY I t / I I / By SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSF71t LOADS TO THE STRUCTURE. SPACED / f i / Miami-Dade Product Control WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER i OR ARCHITECT OF RECORD,(AOR). TABLES 6&7 17-3/16"MAX.O.C. r A)UPDATED TO FBC r 5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR O I + MAX. 01 I �" i; 2020,REVISED ANCHOR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. r TIP ' MAX. TYPE TABLE. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY r 12-1116'MAX.O.C. TO BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND X I Q 1 TIP X' r 4/ HEIGHT ¢ THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED i / -� HEIGHTT JR-03/11l20 ANCHORS PERI135/16"MAX.O.C.6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 8&7 tp YNOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, 5°MAX. W9-112"MAX., r — � O.C, C � O •nay 7)DESIGN PRESSURES: (9"MAX.BUCK) 8 Q y0 - A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLETESTING AND GLASS PER T c- ASTM E1300. I A >-t- alo0 Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE " y Z TESTING AND GLASS PER ASTM E1300. + B NO ANCHORS AT SILL O Z o C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. —�53.1/8-MAX.TIP TO TIP WIDTH 1'WEEP NOTCH 4-11116"MAX. —4 ,"VVEEP NOTCH O o W o AT EACH END AT EACH END Z LL t0 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS =La 20 , CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH W V OD � �M>ua aN HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION 1—w -T -I sn+n WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO W: F.. Z CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE y O FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, TABLE 1:ALLOWABLE GLASS TYPES Z`✓ Z Q Glass Description(Listed from Exterior to Interior) DP USER INSTRUCTIONS: _ 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table t! 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z W IL- CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORITY HAVING PRESSURE REQUIREMENT FROM ASCE 7. JURISDICTION. 1 1/8"AN,.090"PVB,1/8"AN 2 = W 2 IT18"LIG:1/8"AN CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE t),WINDOW ® N J an r 10)REFERENCES:TEST REPORTS FTL 18.7835.1&18-7835.2;ELCO ULTRACON NOA: 3 13/16"LIG:i/S"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN U' to 1aa45 DEWALTIELCO CRETEFLEX NOA;DEWALT ULTRACON+NON NATIONAL DESIGN 4 1/8"HS,.09(Y"PVB,118"HS 4 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE z Z ~O SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING O y 5 3116"AN,.090"PVB,3118'AN 4 F Z OBTAINED IN STEP 1. � 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 13/16"LIG:3/16"AN CAP,AIRSPACE,1/S'AN,.090'PVB,118"AN 4 o 7 13116"LIG:3/16"TP CAP,AIRSPACE,1/8"AN,.090'PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. y Z "� j 2 FIGURE A 8 3/16"AN,.090"SG,3/16"AN 5 Z ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 W y 4 WIDTH {-�---I WIDTH Imo- —�-{ WIDTH �+— 9 3J76"HS,.09D"SG,3118"HS 6 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q (9 r_ _, 10 13/16 LIG:11W AN CAP,AIRSPACE,1/8"HS,.09W SG,118"HIS 5 INSTALLATION. alI'1 •osa0 sauag 11 13/16"LIG:118"AN CAP,AIRSPACE,3116"AN,.CW'SG,3116"AN 5 NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME 12 13/16°LIG:118"TP CAP,AIRSPACE,118"HS,.090"SG,1/8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR `1I I11 1111 7/rr 1/8"TP CAP,AIRSPACE,3116"AN,.09("SG,3116"AN 5 EQUAL LEGIBOX). _ ��� 0 LYAJAt e ref w w w w 14 13f16"LIG:3/16°AN CAP,AIRSPACE, 118"HS,.090°SG,1!8"HS 5 `� \\, • ' •' t/ �ICEr:S�•,!� 15 13f16"LIG:3116-TP CAP,AIRSPACE, 1/8"HS,.09T SG,118"HS 5 �� •.C� a N0.56705 SG--KURARAY SENTRYGLASO INTERLAYER BY GENERAL NOTES.................................................1 - •� CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS................................................:........ 1 RECTANGULAR RADIUS-TOP RECTANGULAR e2020 FLORIDA BUILDING CODE(FBC),7TH EDITION PVB-KURARAY TROSIFOO PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS.......,2.4 •`' 1 LI: WITH EQUAL WITH PROVIEW WITH CUSTOM e2017 FLORIDA BUILDING CODE(FBC),6TH EDITION ��•• r KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5-6 CJ�•, S 'TE OF \� LITE SASH ig SASH SASH &ASTME1300-09 AN=ANNEALED INSTALLATION,FLANGE................................7 .••pCvRlOr ,+. OANSiIAF&PA NDS-2018 FOR WOOD CONSTRUCTION HS-HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 �i�C ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES eALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN........ 9 �r/�s/QNn•L MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING eA1Sl S100.16 %� DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE eAISC 360-16 ASSEMBLYEXTRUSIO PROFILES......................................-.10 /r r 11 TABLES ON THE FOLLOWING SHEETS. ASSEMBLY&PARTS LIST ...........11 A LY�.E.0 8 05 P.E. ....................... P.E.058705 TABLE 2: Bottom Sash Sash Height Design Pressure(lbse)for Glass Types f 8 2 Oescdption Barge on) ¶Pto Tip Width for Given Range 18" 25" 33, 37" 41" 45" 49" 53.1/6' 24" 1 Equal-Ike 12464 -65.0 -80.0 +65.0 -870 +65.0 .80.0 .65,01$0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6a0 1-80.0 EqusNite 16.964 +65.0 -80.0 +6a0 -80.0 *65.0 -80.0 +6a0 -MO +65.D -WO +65.0 -80.0 +65.0 -80.0 +680 -10.0 ,` 5/78"NOM. 31" Standard Proi&w 12.994.16.963 +650 $0.0 +65.0 -W.0 +65,0 .60.0 +6&0 -no +6a0 .80.0 465.0 -80.0 +65.0 •80.0 +65.0 .80.0 � t` GLASS STACK - shortest 12464.12.993 +65.0 -80.0 +65.0 -BD.O +65.0 .8MD +650 .80.0 +6aO $ao +Sao -80.0 +66,0 .W.0 +ss,o -80.0 PRODUCT REVISED 118"ANNEALED GLASS as Com pdn with the Florida Equal-Ilte 19.662 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +65.0 .80.0 465.0 $D.0 +65.0 •80.0 465.0 480.0 .090"PVB Building Code Standard Prenlew 15.944-18 651 +66.0 -80.0 +65.0 -MO +65.0 -MO +65.0 -MO +650 -80.0 +650 -80.0 +65.0 -80.0 +650 -80.0 118"ANNEALED GLASS NCA-No. 20-0401.11 38-W Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -90.0 +6a0 -80.0 +65.0 -WO +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 •80.0 30 E1�IrallonDate08/2312023 Custom Size 14.131-15.130 +65.0 $0.0 +65.0 -60.0 +65,0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80,0 +65.0 .80.0 +65.0 $0.0 Shortest 12.464-14.130 +65.0 •80.0 +65.0 -60.0 +65.0 -80.0 +65.0 M0 +6a0 -80.0 +65.0 -BOO +65.0 -80.0 +65.0 -Sao 26 12"NOM. BY d Equal-lite 22-464 +65A $D.0 +650 -80.0 +66.0 -80.0 +65.0 •80.0 +65.0 -80.0 +6a0 -80.0 +65,0 $0.0 +65.01 410.0 GLASS SITE Miami-Dade Product Control Custom Size 20.131-22963 +65.0 -60.0 +65.0 •30.0 +65,0 .80.0 +6a0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 EXTERIOR Standard Protiew %594-20.130 +680 -80.0 +65.0 480,0 +65,0 -60.0 +65.0 -80.0 +Sao •80.0 +65.0 $0.0 +85.0 1$(10 +66.0 -80.0 Cj A)NO CHANGES THIS 45rrCustorn Size 16.131-18593 +650 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +680 -80.0 +65.0 .80.0 +65.0 .80.0 r� 75 SHEET. mSize 15.131-16.130 +65.0 -80.0 +65,0 -Sao +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -B0.0 +650 -80.0 +65.0 .80.0 m size 14.131-15.130 +65.0 .80.0 +65.0 -80.0 +BEO •80.0 +65.0 -80.0 +8a0 -80.0 +85.0 -80.0 +65.0 •80.0 +65.0 $0.0 34 •' rtest 12464-11113D +65o 40.0 +65.0 -MO +65.0 -80.0 +65.0 -BOO +65.0 $0,0 +65.0 -80.0 +65.0 -80.0 +65.0 -ED GLASS TYPE 1 � JR-03/11/20 Equamite 24.964 +65.0 -80.0 +65.0 -60.0 +s5.o -80.0 +6a0 -80.0 +65.o $O.o +85.o $0.0 +6a0 -80.o +65.0 SD.o Custom Size 22131-24.863 +6a0 80.0 +65.0 -80,0 1+65.0 -80.0 +65.0 -MO I+6a0 -80.0 +6a0 -80.0 +6a0 -BO.O +65.0 -80.0 Standard Pmdew 20,194-22.130 +65.0 -MO +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �2 Y Q 49" Custom Size 18.131-20.193 +6a0 -80.0 +6a0 -80.0 +65,0 -80.0 +65.0 .80.0 +65.0 •80.0 +65.0 •80.0 +eEo .80.0 +65.0 410.0 Custom Size 16.131-18.130 +65.0 -80.0 +650 -80.0 +65.0 $0-0 +6a0 -800 +65.0 -80.0 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 o 0j -naa Custom Size 14.131-16.13D +65.0 $0.0 +65.0 W.0 +65.0 -80.0 +65.0 .80.0 +65.0 $D.0 +65.0 -80.0 +65.0 -W.0 +680 -77.6 O o COO Shortest 12464-14,130 +65.0 $0.0 +65D $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +6aO -75.1 }n 2100 U GLASS STAOM.CK Ur N Q EquaHite 25.777 +85.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +6a0 $0.0 +65.0 $0.0 +65.0 410.0 +85.0 $D.0 GLASS STACK O Z Z e Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 *85,0 -80.0 +65.0 -80.0 +6a0 -80.0 +65.0 -Sao p O F Standard Protiew 20.844-24.130 +65.D -80.0 +65.0 •80.0 +65.0 -8D,0 +65.0 $D.0 +65.0 $0,o +650 -80.0 +650 -80.0 +850 -no .090"PVB O ILL AIRSPACE Z W 2 Sa Custom Size 20.131-20.843 +65-0 -80.0 +6a0 -60.0 +6a0 $0.0 +65.0 -80.0 +6a0 -60.0 +65.0 -60.0 +65o -80.0 +65.0 -80.0 S ILL 4 79- P 50-5+8" 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS U a Custom Size 18.131-20,130 +65.0 -80.0 +65.0 -MO +66.0 -80.0 +65.0 $0.0 +650 -WO +6a0 $0.0 +65.0 -80.0 465.0 -W.0 LLl V to J uxarO o Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 -+6a0 -8aO +65.0 -00.0 +65.0 $0.0 +6a0 -BOO +65.0 -80.0 +65.0 -T7.6 31 75 W - Q oma Custom Size 14.131-18.130 +65.0 -80.0 +65.0 -Sao +6a0 $0,0 +650 -80.0 +6a0 $D.0 +65.0 -80.0 -165.0 -80.0 +65.0 -75.1 >: Shortest 12.464-14.130 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +680 -WA +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .73.9 � � Ot 5 R 58 12"NOM. Z Z Equal-lice 31.984 +65.0 $0.0 +65.0 $0.0 +65.0 $D.0 +65.0 -8D:0 +65.0 -80.0 +65,0 $0.0 r65.0 410.0 +65.0 -80.1 GLASS BITE r Custom Size 28.131-31.963 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 $OA +65.0 -80.0 +65.0 $0.0 +6a0 -80.0 +65.0 -77.6 EXTERIOR Z Standard Prouew 25.794-28.130 +6a0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +650 $0.0 +650 -73.9 a 2 ON Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +650 -BO.0 +65.0 .80.0 +fia0 •8W.0 +65.0 .80.0 +65.0 80.0 +65.0 -727 - Lo m W 63" Custom size 22131-24,130 +65.0 -80.0 +65.0 -80.0 +65.0 $D.0 +65.0 -80.0 +65.0 $O.0 +65.0 -80.0 +65.0 78.8 +65.0 -70.5 70-73 Custom Size 20.131-22.130 +65.0 $0.0 +680 $0.0 +65.0 -60.0 +MO .80.0 +650 -00.0 +6&0 -80.0 +680 -77.1 +65.0 -684 ®OR 35B � c!) taa45 Custom See 18.131-28130 +65.0 -60.0 +65.0 410.0 +680 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 .75.4 +6a0 -66.5 Z GLASS TYPE 2 o U) Custom Size 16.131-18.130 +65.0 -30.0 +65.0 $QO +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •77.1 +6a0 •73.8 +B4.7 $4.7 F Shortest 13.ISV-16.130 +65.0 -80.0 +65.0 -MO +65.0 -80.0 +65.0 -80.0 +650 -75.9 -65.0 -71.8 +65,0 -6&2 +62.3 -62.3 o Equal4ke 38.464 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 480,0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •73.9 1 Z in Custom Size 36.131-38.463 +65.0 $0.0 +65.0 .80.0 +65,0 .80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +650 79.8 +65.0 71.6 w I- z Custom Size 34.131-36.130 +65,0 -80.0 +65.0 -60.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -77,9 +65.0 •69.4 K J d to 76' Standard Pnniew 30.994-34.130 +65.0 $O.O +65.0 $0.0 +65.0 -80.0 +65.0 -811.0 +65.0 -60.0 +65.0 .80.0 +W.0 754 +fia0 -W.6 2 Custom Size 30.131-30.993 +65.0 $0,0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 •8D.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 a011 '��0 seuaS Custom Size 28,131-30.130 +65.0 $0.0 +650 -60.0 -MO -80.0 +65.0 -80.0 +65.0 -79.1 +65.0 .75.3 46a0 -71.9 463.8 -63.6 1;I r •r 7/7j shoM1asl 2a 194'-28.130 +65.0 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0,0 +85.0 -75.9 +65.0 •71.8 +65.0 $B.2 +623 $2.3 �',n'11 LY(�rr11 E1:14ite - 42464-- +65.0--$0.0 +85.0 $0.0 +680 -$0.0 +65.0 $0.O +B5.0 $0.0 +65.0 $QO +BaO---T7:9 +650 •684 - - � 4 .. •=' /"i!/ i 84" Cuslam Size 38.131-42,463 +66A $0.0 +85.0 -80.0 +650 .80.0 +65.0 •80.0 +05.0 .80.0 +65.0 -76.9 +650 •74.6 *6a0 $5,6 Q�;• �1Vf 77SC ; •,,��% Standard Provew 34.194-:38.130 +65.0 -80.0 +65.0 .60.0 +65.0 .80.0 1+65.0 -80.0 1+66.0 -75.9 1+65.0 -71.8 +86.0 1-68.2 +62.3 $23 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 - 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-48.806 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 SIZEs��I•?AL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. t 11711 I 1 11 t 1, 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.#58105 TABLE 3: Bottom sash Sash Height Design Pressure Qbs/Rt)for Glass Type 3 Description Range On) 71p to 71p Wdth for Ginn"a is, 25' 33" 37' 41' 45" 49' 53.119, 24- Equa1411e 12464 +65.0 -s0.0 +e5.0 -80.0 +65.0 -W.0 +65.0 -wo +65.0 •80.0 +MD -80.0 +65.0 •80.0 +MO -80.0 13/16"NOM. Equal-life 15.964 +65.0 410.0 +6E0 -80.0 +85.0 -80.0 +65.0 -80.0 +6E0 -80.0. +65.0 -Bap +65.0 •80.0 +65.0 -80.0 GLASS STACK 31' Standard Provew 12.994-15,963 +65.0 -80.0 +65.0 -MO +65.0 -KD +65.0 •80.0 +65.0 -Sao +65.0 -Bap +65.0 -80.0 +65.0 -80.0 .090'PVB Shortest 12464•.12993 +65.0 -80.0 +6E0 -MO +65.0 480.0 +65.0 410.0 +65A -80.0 +6E0 -80.0 +65.0 -80.0• +65.0 -80.0 AIRSPACE PRODUCT REVISED 1/8"TEMPERED GLASS Equal-Ills 19.852 465.0 •80.0 +65.0 -80.0 +85.0 -80.0 +65.0 450.0 +BED -80.0 +65.0 -80.0 +85.0 40.0 +81.0 -Sap 1/8'ANNEALED GLASS B complying with the Florida Standard ProJmv 15.944-19,651 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Building Code 31 E NOA No. 20-0401.11 3&3(8" Custom Size 15.131.15.943 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +85.0 •80.0 *65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +6E0 -Bap Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -W.0 +65.0 A0.0 +65.0 -80.0 Explratlon Date 08123)2023 Shortest 12A64.14.130 +654 410.0 +GE0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -MO +65.0 -8D.0 +65.0 -80.0 +6E0 -80.0 @0 58 GLASS By 4C*14. Equal-Gte 22964 [465.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 •80.0 +6E0 .80.0 +65.0 -63.0 +65.0 .60.0 •+65.0 -80.0 EXTERIOR Mlaml-0addcc Product Control Custom Size 20.131-22.963 -80.0 +65.0 -80.0 +MO -80.0 +65.0 -MO +6E0 -80.0 +65.0 -80.0 +65.0 -no +65.0 -80-0 Standard Pmdew 18.594.20.130 -BD.0 +65.0 -80.0 +65.0 •80.0 +65.D -80-0 +65.0 -WO +65.0 -80.0 +65.0 .80.0 +6a0 -BD.O A)NO CHANGES THIS 45` Custom Size 16.131-16693 -0.0 +65.0 -80.0 +65.0 -80.0 +6E0 .80.0 +65.0 -MO +65.0 -60.0 +6&0 -80.0 +65.0 -W.0 a SHEET. Custom Size 15.131-1S130 •M0 +65.0 -80.0 +65.0 -MO 465.0 •80.0 +65.0 -n +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 5@AOR 8 Custom sea 14.131-15.130 -Bo.D +ss.o 410.0 +6s:o Sao +ss.o 4w.o +es.o -eo.o +s5.o -eo.o +ss.o .60.0 +sS.D -eaoGLASS TYPE 3 JR-03/11/20 Shortest 17484.14.130 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 W.0 +65.0 •80.0 +65.0 -80.0 +6E0 -80.0 +8E0 �0.0Equal41te 24,964 -ao.o +65.o eo.o +65.o 410.0 +65.D 410.0 +6E0 •80.0 +65,0 -eo.o +6s.0 •80.o +65.o -8a0 Custom Size 22.131-2A•963 1-80.0 +65.0 -80.0 1+65.0 •80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6E0 -80.0 Standard Prodew 20.194-22130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -MO +65o -80.0 +65.0 -80.0 +65.0 -80.0 49' Custom Sae 16.131-20.193 +65.0 -80.0 +65.0 -90.0 +65.0 .80.0 +650 -80.0 +65.0 -K0 +65.0 -80.0 1+65.0 -80.0 +W.0 -80.0 LU Custom Size 16.131-18.130 +65.0 -80.0 +6E0 -80.0 +65.0 •80.0 +66.0 •80.0 +6E0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �, e_O! O '�ey Custom Sae 14.131.16.130 +65.0 A0,0 +65.0 -80.0 +65.0 -BO.D +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 p (D Shortest 12464-14.130 +66.0 -MO +65.0 -8D,0 +65.0 •80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +650 -80.0 }h slop O Equal4de 2E777 +66.0 .80.0 +65.q -80.0 +65.0 -MO +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -W.0 +65.0 -Sao O to Z n Custom Size 24,131.25.776 +65.0 -80.0 +6SO 40.0 +6E0 -80.0 +65.0 80.0 +6E0 -80.0 +65.0 -80.0 +65.0 •80.0 +6E0 -80.0 J Z p e Standad PMJew 20.844-24.13D +65.0 -60.0 +65.0 -MO +65.0 -MO +65.0 -80.0 +6E0 -80.0 +65,0 .80.0 +65.0 •80.0 +65.0 -Bap Z L 0 F5o5/8' Custom Sae 20131-20.843 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 =W 78 Custom Size 18.131-20.130 +65.0 -80.0 +65.0 •80.0 +65.0 -W.0 +66.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W U 0 wo�0 •oN Custom Size 16.131-18.130 +65.0 -60.0 +65.0 -80.0 +65.0 -6D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -W.0 +65.0 -60.0 n 7 •� FJ¢- oma Custom Size 14.131-16.130 +65.0 -80.0 +66.0 -80.0 +6E0 -8 -0.0.0 +65.0 •80.0 +65-0 0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 Shortest 12464-14.130 +65.0 A0.0 +6E0 .60.0 +66.0 •80,0 +65.0 -BO.O +65.0 43MO +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 Z Z Equaiaite 31.964 +65.0 -80.0 +6E0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6E0 -M.0 +65.0 -80,0 Custom Sae 28.131•SIM 765.6 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 •&a0 +65.0 -810 +65.0 -80.0 Z LL Standard PrcMm 25.794-26.130 +65.0 -80.0 1+66.0 -80.0 +65.0 1-80.0 +65.0 �80.0 +65.0 -80.0 +65.0 -MO +65.0 -80.0 +6E0 -80.0 O Custom Size 24.131-25.793 +MO -80.0 +65.0 -80.0 +65.0 -W.0 1+65.0 -80.0 +6E0 -80.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 = M 63" Custom Size 22,131-24.130 +65.0 -8D.0 +6E0 -80.0 +65.0 .80.0 '+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -K0 ® W J Custom Size 20.131-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 1-+65.0 1-80.0 +65.0 1-80.0 +65.0 1.80.0 +65.0 -7110 O iaa45 Custom Size 18.131-20.130 +65.0 .80.0 +650 •80.0 +65.0 -80.0 +65.0 -80.0 +6E0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 .76.8 Z Z Custom Size 16.131-18.130 +65.0 -80.0 +65.0 •SD.0 +65,0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.8 F y Shortest 13.194'-16.130 +65.0 -60.0 +65.0 -80.0 +65.0 .80.0 +65.0LU -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 77.7 +65.0 -71.0 a4 J a Equal-lite 38.464 +65.0 - E +65.0 780.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .60.0 +65.0 -80.0 �» Z_ M Custom Size 36.131-38.463 +65.0 -8(10 +65.0 1•80.0 +65.0 •8a0 +65.0 -80A +65.0 -60.0 +66.0 -80.0 +65.0 -80.0 +65.0 -MO W F = Custom Sae 34,131-3E730 +65.0 •80.0 +6E0 430.0 +65.0 430.0 +68.0 W.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .79.1 J d fn 76" Standard Ptorew 30.994.34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 W.0 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -75.8 Q Custom Sae 30.131-30.993 +65.0 •80.0 +65.0 410.0 +65.0 -80.0 +65.0 -MO +66.0 -Bap 1+65.0 -80.0 +65.0 -Bap +65.0 -74.8 atilt 'asap saua5 Custom Sae 28.131-3a130 465.0 430.0 +65.0 •80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -8D.0 +65.0 •80.0 +65.0 .727 }}}1111 1111/// Shortest 26.194•-28.130 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +6.5.0 -wo +65A -80.0 +65.0 -00.0 +6E0 -77.7 +65.0 -71.0 `\t} �l L},iy11 /77j Etl.11e 42464- +65.0 -W.0 ,+65.0 -MO- +65.0 -80.0 +8E0 -80.0 +6E0 •80.0 *65.0 -80.0 +65.0 �-80.0 +MO -79.1 - �� NIJC,'.•••_.••.�/��. 84" Custom Size 38.131-4Z483 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6E0 410.0 +65.0 -80.0 +65.0 -80.D +65.0 •74.6 `-:a�••' 41�c�•�S '•�{� Standard Paniew 34.194'•38.130 +65.0 -MO +6E0 -80.0 +65,0 •80.0 +65.0 .80.0 +65.0 •80,0 +0.0 ND.597G5 -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 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.808 �1 20�F MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 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 FT 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.Eii 597D5 TABLE 4: TABLE 5: ' Design Pressure(IbsIR)for Glass Types 4-7 Imo_ 5/16"NOM, DBSI n Pressure for Glass Types 846 *SGGLASS /16"HSGLASS Bottom Savh Tlp 7o Pp GLASS STACK .090"SG Bottom Sash Sash Hel9M mWidTipSash Heigh %Mod 1IV HS GLASS Description Width LA6S 3/18H GLASS Davctipticn .090'PVg Ram9e¢n)Range M) for Gi en Range 63.1/8"for GhOn Range 53-1/6" V H GLASS 2624• EgtmF78e 12484 teS.O 4i0,0 3024" Equai48e 12,484 +eO.0 -110.0 . III NOM. 26 EquaHtte 15.964 +50,0 -11a0 E TE GLASS BITEEqual-life 15.964 +e5.0 •BOA 31" StandardProUew 12994-t5.663 +rS.O 430.0 12"�M• 31' StandardPlCrievr 12.994-14.Bp +se -110.0 `GLASSBfiEshortest 12464-12.993 +65.0 -ao.0 " shorest IZ464-12993 +8D.O -110.0 74 PRODUCT REVISED Equal-cite 19.652 +65.0 •8D.0 `i- Equal-I6B 18.652 +80.0 -110.0 34 aseompMng with the Florida Standard Pmdew 15.944-19.651 +HS.O .80.0 74 Standard Pro�tew 15.044-19.651 +80.0 410.0 S TYES GLASS TYPE 9 Bullding Code ;1 Nt)A-No. 20-0401.11 salve' Cullom Ske 16.131-15.943 +65.0 -80.0 GLASS TYPE 4 38 N8 Custom Size 15.791-15.94a +80.0 -it0.0 Custom Size 14.131-15.130 +85.0 A0.0 Custom Size 14.131-15.130 +80.6 -110,0 13/16"NOM. 13116"NOM. Shortest 12.464-14.130 +61.0 •80,0 'I �- �'- E-ratlonDateOS123/2023 Shortest 12.464-14.130 480.0 A10.0 GLASS STACK GLASS STACK 7/16'NOM. .090"SG ,09D"SG Equal4ite 229S4 +65.0 -80.0 f"` GLASS STACK EquaHite 229S4 +80.0 .110.0 AIRSPACE AIRSPACE BY Custom Size 20.131-22.S63 +65.0 -80.0 Custom Size 20.131.27 On +80,0 •iiao 1/8"AN GLA 7/g"HS GLASS WAN GLASS Miami-Dade Product Control 3lt6'AN GLASS 3f16°AN GLASS Standard Pratew 18.894-20.13D +65.0 -80.0 .090'P Standard Preview 18.594-2(L130 +80,0 .110.0 31 74 31 74 45' custom Sue 16.131-18,693 +65.0 -60.0_ :41 6'A�I GLASS 45" custom sae 16.131-18.693 +60.0 -110.0 �,, A)NO CHANGES THIS Custom Sim 15,131-1a130 +65.0 4t0.0 .r _L Cullom size 15.131•16.130 +80.0 -110.0 5 R 1l2°NOM. &R 1R°NOM. o SHEET. Custom SIZE 14.131-16.130 t65.0 410.02°NOM. Gaston Size 14.797.-14.130 +80.0 -1100 EXTERIOR GIAS3 BITE EXTERIOR GLASS BITE shode3t 1z.46a•1a13o +es.0 4tD.o LnssBITE slwrteet 1z.4e4-1a1ao +Ho.O at0.0 `4T JR-03/11/20 EquaWile 24,964 +65.0 .80,0 Equal-It a 24.964 +80.0 -110.0Custom Size 22131-24,963 +65.0 410,0 74 Custom Size 22,131-24.903 +80,0 .110.0 ®6 OR 5 ®OR 70-73 Standard P104M 20.194-22.130 +65,0 41a0 Standard Prodew 2OA94-27.130 +10.0 -ttO.D GLASS TYPE 10 GLASS TYPE 11 49" Custom Size 18.131-20.193 +69.0 -80.0 GLASS TYPE 5 49' Custom Size 18.181-20.193 +80.0 -110.0 W }�} Custom She 16.131-16.130 +650 -60.0 Custom Sim 16.131-18.130 +80.0 •110.0 13116,NOM. 13/16'NDM. O 9 •nag Custom Size 14.131-16.130 +65.0 410.0 13/10"NOM. Custom Size 14.131-10.130 +80.o -1 to GLASS STACK �- GLASS STACK O O fO Shortest 12,464-14.130 +85.0 -no � GLASS STACK c Shortest 12464-14,130 +80.0 -110.0 .09p°SG " Equal-Ills 25.777 +80.0 -110,0 AIRSPACE AIRSPACE •O90"SG r e1o0 FAual-life 25.77T +85.0 �0.0 90°PVB xm - 1/8°7P GLASS LO N d' AIRSPACE CusiOm Size 24.131-25,778 +80.0 -110.0 118"HS GLASS iB"7P GLASS 3l1H"AN GLASS Z Custom She 24,131-25.776 +65.0 430.0 O Cn Z t- Standard ProI 20,844-24.130 +65.0 .8p,0 3l16°ANG i!8"AN GLASS o Sfodard ProUeW 20.&ib-24.130 +80.0 -110A 31 74 31 74 J O W O O Custom Size 20.131-20.843 +H5.6 -80.0 31 74 & Custom Size 20.131-20.843 +60.0 -110.0 ®$ OR �5 OR Z LL 2 S05fIr t- 60-510. 12•NOM. 112"NOM. n Custom Ske 18.131-20.130 +65.0 80.0 Custom Sfze - 78.131-20.130 +80.0 -010.0 S W v 12 NOM. Custom Size f6.131-18,130. +60.0 .110.0 OR GLASS BITE EXTERIOR GLASS BITE W U J uaot0 0 Gaston Sae 16.131-18.190 +65.0 430.0 Al i Custom Size 14.131-t6.130 +H5:0 410.0 EXTERIOR GLASS BITE Custom Size 14.13.1-16.130 +80,0 _1%O a a I-W ^ Q Sma Shortest 12.464.14.13D +65.0 -80.0 ter•' Shortest 124464-14.130 +30,0 -110.0 70.73 70.73 r> I- Equai-file 31.964 +65.0 -80.0 70.73 Equal41te 31.904 -80.0 •110.0 ®OR 5 GLASS TYPE 12 ®OR 5 GLASS TYPE 13 Z Ov Z Custom Size 28,131-31.953 +65.0 .80.0 ®OR 5 Custom Size 28.131-31.953 +80.0 -110.0 r GLASS TYPE 8 Standard PrI 25,794-20.130 +65.0 -80.0 Standard ProueW 24794.28.130 +80.D .110.0 LL Custom Size 24,131-26.793 +65.0 -80.0 Custom Sim 24.131-25.793 +80.0 -110,10 13116°NOM. 13116"NOM. O 8r Custom Size 22.131-24.130 +80.0 -17a0 GLASS STACK GLASS STACK 2 V 63" Custom Size 22.791-24.130 +H5.0 -H0.0 i3ftfi"NOM. � I-- .090"SG 090"SG ® w Custom Size 20.731-7Z190 +85.D 45D.0 GLASS STACK Custom Sfze 20.131-22.130 +eD.D -170.0 AIRS AIRSPACE Custom She 18.197-20.130 +65.0 -80.0 giRSPACE .Dw PVB Custom Size. 18.131-20.130 +80.0 -110,0 3116"AN GLASS 718°HS GLASS 3f18"TP GLASS 18"HS GLASS 4e Z iaa05 Custom Size 16.131-18.130 +65,0 -80.0 3/16"TP GLASS f8"AN GLASS Custom Size 16,131-18.130 +80.0 -110.0 31 74 31 74 O t'A Shortest 13t94-•16.130 +65.0 .80.0 a1 shortest 13.184°-16.130 +80.0 -110.0 f=q Equaldite 38.464 +65.0 -80.0 74 Equei-life 38.484 +80.0 .110,0 ®on 5 12"NOM. ®OR 5 10 NOM. Ix Q J C' Custom Size 38.131-38.463 +65.0 430.0 ®OR 5 112 NOM Gaston Size 3H.iS1•38.463 +00.0 -N0.0 p GLASS BITE EXTERIOR GLASS BITE Finn _Z (n Custom Size 94.13t-38130 +g5.0 .80.0 I GLASS BRE Custom Size 34.131-38.130 +00.0 •110.0 a W F = 76" Standard PM%(" 30.994-34,130 +05.0 .80.0 76" Standard PrI 30.994-34A30 +&0 •110.0 Custom Size 30.131-30,993 +65,0 -60,0 Custom Size 30.131-30.993 +810 -110.0 @OR 5 70.73 ®OR 5 70.73 Q Custom Size 23i31-30.130 465.0 4t0.0 @OR 5 70.73 Custom Size 28.131-30.130 +80.0 410,0 GLASS TYPE t4 GLASS TYPE 15 apt 'clap sauaS shortest 26.194•-28;130 465.0 •aO.O GLASS TYPE Shortest 26.194°-28.130 +813,0 -110.0 , Equel.rde 42464 1+65.0]-:no I Equat-lite 42.464 +80.0 .110.0 ,o\% LYN,�1�'',, 84" Custom Ske 38.131-42 463 +65.0 -80.0 84" Custom Size 38.131.42.463 +80,0 -110.0 ;�� Stsntlard ProdeW 34.194'=38.130 +85:0 430.0 - - - - - Standard PMx4M 3a194--38.130 +*W.0 -1t0.o - - - - -' - ` ���•=•ytCEN@F ��� i -- •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 �.; NO.587LIS MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49,8D6 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.80E 3 ;• x; 0 b 1)TIP TO 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN-ANNEALED P DIMENSIONS SHOWN. IN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ,S�O/JAL t 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 LYN 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. HS--HEAT STRENGTHENED PI .#58705 TABLES: Anchor Quantities Required for np to Tip Width "Through-Frame"Installation i8• 25" ri 37" 41' 45" 49" 63-10 usin Gia119.T es 17 Jamb Jsmb -11 r Jamb Jamb Jamb Bottom Sash M ¢ ¢IM ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢Sash Heigh DesoriWtonRan»(0)for ChenRaogo mm m m m m 7AB E 6B: 24" Eque74ite 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 Desdripti.n(Listed from F-7ttedorto Interior) PRODUCT REVISED Equd4ite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 212 1 2 2 1 2 2 Type as complying with the Florida 31" Standard Proview 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 3 2 2 2 1 1!8"AN,.090"PVB,118"AN Buihlino Gotta 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 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN NOA-No. 20•U409.11 Equa141te 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 3 13116"LIG:1/e"TP CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN Expiration Date 08/2312023 Standard Provim 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 2 4 1/8"HS,.09T PVB,1/8"HS BY. t 38-Y8" 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 5 3/15'AN,.090"PV 8,3l18"AN 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 Miami-0ade Product Control 6 13/16"UG:3/18"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN shortest 12.464-14.130 2 z 1 2 z 1 z 2 1 2 2 2 2 2 z 2 2 2 z 2 z 2 z z 7 1311V UG:3/16"TP CAP,AIRSPACE,118"AN,.090"PVB,1/6"AN A)NO CHANGES THIS EquaHHe 22964 2 2 1 2121 112 2 1 212 2 2 2 2 2 2 21212121212 2 Custom Size 20.131-22963 2 2 1 2 2 1 2 2 1 2 2 z 2 2 2 2 2 2 2 2 2 2 2 2 o SHEET. Standard PmNew 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2121 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 12-464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 00 Equawite 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 Q W � U Custom Size 22131-24.963 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 'nay Standard Pm w 20.194-2213D 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 212 2 2 2 2 2 2 2 O 0 49' Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 212 2 2 2 2 2 2 2 2 2 Custom Sae 16.131-18.130 3 211 312 1 3 2 1 3 212 3 2121 3 2 2 3 2 2 3 2 2 U' C14 d' 0 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 OJ cl Z Z Shortest 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 2 O-3 p ' O 'a Equouite 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 n Custom Sae 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 =W m U U O uMwQ E 5[a77daN Pro w 20.844-24.730 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ui w V ¢ '0N C. Custom Sae 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 21212 2 2 ENO O 508" Custom Sae 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 p 2 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 2 3 2 2 W Custom Sae 14A31-16.130 3 2- 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 U J 1n u- St7ortesl 12.464-14.130 3 2 1 3 -2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 � ¢ 0 Equal4de 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 S u) Custom Size 20,131-31.963 3 3 1 3 3 1 3 3. 1 3 3 2 3 3 Standard Pm4m 25.794.28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 212 3 2 2 3 2 2 313 2 N I•- Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 Z 2,31212 3 2 2 3 2 2 Z Z Z 7aa45 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2,3 2 2 3 2 2 3 2 2 3 2 2 (A Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 g 0 Q Custom Size 18.131-20.130 3 7 1 3 2 1 9 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ttLnnL Z �Q O Custom Sae 18.137-18..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 StloRrst 13,194•-18.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 K J Z Egtel4ita 38,464 3 3 1 3 3 113 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Q Q Custom Sae n 131-38.463 3 3 1 3 3 1 3 3 1 3 312 3 3 2 3 3 2 3 3 2 3 3 2 a77q asap sauag 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 76' SterAWdProuicw 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 9 2 3 3 2 ��11�Y LYN/>!!,77� Custom Size 30,131-30.993 3 3 1 3 3 1 3 9 t i 3 3 2 3 3 2 3 3 2 3 3 f23 3 2Custom size 28.131.30,1303 1 3 31 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 2Shortest 26.194•-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 32 Equal-17te42464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 4 2. 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, No.5370584" Custom Sae 38.131•42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 4 2 SUBTRACT 1"FROM THETIP TO 71P DIMENSION IN THE TABLE TO DETERMINE THEStandard PM'iew 34.194•-311130 4 3 1 4 3 1 4 3 14 3 2 4 3 2 4 3 2'4 3 3 2 WINDOW SIZE. •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SUE ?A•fE Or 4Lt. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-49.391 %�`� 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 TABLE ABOVE '�C�,51 '•FtOfti��;.•''�\�� 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. nn is/DIVA' `4"���\\ 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 7j77I 11111 r 0� PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E P.E.058705 TABLE 7: Anchor Quantifies Required for Tip to Tip width "Through-Frame"Installation 18" 25" I 33" I 3T 1 41° 46" 1 49" 1 63.1J8° uain Glass T 8-16 Jemh �Jlmb Ja b Jamb Jamb Jamb .tomb Jamb o:9onom sash gSash HaighDescription G)far Given R " $0 m m m m TABLE 7B: 24" Equa14ite 12.464 1 21 1 1121 1 1 12 1 1 21211121 2 1 212111212 1 2 2 Glass PRODUCT REVISED Egtal4ite 15.964 1 21 1 1 21 1 1 2 1 1 2 2111212 1 2 2 1 2 2 1 2 2 .type Description(Listed from Exterior to Interior) as complying with the Florida 31" 69ndard Pnmiex 112994-15.963 2 211 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Building Code shortest 12464.12993 2 21 1 2 211.2 2 1.:2 2 212121212 212 2 212 2 2 2 8 3116"AN,.090"SE,3116"AN NDA-No. 20-0401.11 Equal-ills 19.652 2 2 1 2 2 9 311W HS,.090"SG,3116"HS 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Expiration Date 08123l2023 Standard Prwkw 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 2 10 13116".LIG:1/8°AN CAP,AIRSPACE,1/8"HS,.090"SG,118"HS n., 383y8'• Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 :2 z 2 z 2 2 2 2 2 2 2 2 2 2 11 13116"LIG:118°AN CAP,AIRSPACE,3116"AN,.OW'SG,W16"AN BY 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 12 13116"LIG:118"TP CAP,AIRSPACE,118"HS,.090"SG,1/6"HS Miami-Dade Product Control Shortest 12464-14A30 2 2 1 2 2 1- 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13/16"LIG:118"TP CAP,AIRSPACE,WIT AN,.ON'SG,3116"AN A)NO CHANGES THIS Equal•iite 2Z964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13116 LIG:3116"AN CAP,AIRSPACE, 118"HS,-09T SG,1!8"HS c SHEET. Custom Size 20.131-22963 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, 1/8"HS,.090"SG,118"HS _ Standard Pmviax 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 3 2 49' Custom sae 16.131-18.593 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 z A-03/11/20 Custom Size 15.131•16,130 2 211 2 2 1 2 2 1 2 2121 2 2 2 2 212 2 2 2 2 2 3 Cus[om Size 14.131-15A30 2 211 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Stlodeat 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 3 O Y Q Equal4ite 24,SCA 2 2 1 2 2 1 .2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W 1n Custom Sae 2Z 131-2419 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 �2 Standard Ptodew 20.194.2'L 130 2 2 1 2 2 1 7 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 O U) 49" Custom Size 16131-20.193 2 2 1 2 2 1 2 2 1 2 2 2. 2 2 2 2 2 2 2 2 2 2 3 3 e1o0 11 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 3 U` C j C) Custom Sae 14.131-16,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 OJ a1 Z p .. 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 U LL p W a Equal-lite 25.777 2 2 1 2 2 1 2 2 T 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 =Uj 6g ti Custom Sae 24.131-25.776 2.21 1 221 1 2 2 1 21212 212,2 2 3 2 2 3 2 2 3 2 U U o map 1- Standard Purview 20.844-24.130 2 2 1 2 2 1 2 2 1 2 •2 2 2 2 2 2 3 2 2 312 2 3 3 Z -1 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 2121 3 3 O ^ H Custom Sae 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Z Z _ Custom Sae 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 3 2 3 21 Custom Sae 14.131-.18.130 3 2 1 3 2 1 3 2 1 3 2 2 3. 2 2 3 2 2 3 2 3 3 2 3U m LL Stwdest 12.464-14.130 3 2 1 3 2 4 3 2 1 111 3 2 2 3 2 2 3 2 3 3 2 3 ¢ O EquaNite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 = O Custom Size 28.131-31AS3 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® m W Standard PrW- 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 3131 Z taa4S Custom Size 24.131-25.793 3 2 1 312 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Z Z 4 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 Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 212 3 2 2 3 3 3 3 3 3 2 CF o¢ Custom Size 18A31-20,130 3 2 1 3 2 1 3 2 1 312 2 3 2 2 3 2 2 3 2 3 4 3 3 j Z Q P, Custom Size 16.131•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 C0 U = Shortest 13.194"-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 J Z to Equaldite 38.464 3 311 3 3 Y 3 3 1 3 3 2 3 3 2' 3 4 2 3 4 3 3 4 3 Q Q Custom Sae 36.131•38.463 3 311 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 a01.•osa0 saueS Custom Sae 34A31-36.130 3 3 1 3 3 1 3 3 Al3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76' Standard Prouew 30.994-34.130 3 311 3 3 1,3 3 1 3 3 2 3 3 2 3 9 2 3 4 3 4 4 3 `��11 ,r LYJ>tt'r77�i Custom Sae 30.131-30.933 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 ��•.. •-•.J��^/ Custom Sae 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 j 2 .4 3 3 4 4 3 tiICEN.; �Shortest 26.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 A 3 2 2 4 3 3 4 3 3Equai4le 42464 3 4 1 3 a 1 3 4 1 3 a 2 3 4 2 2 3 4 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ; 10.58705 84" Custan Sae 38.131-42483 3 4 1 3 4 1 3 A 1 32 3 4 2 2A 4 3 4 5 3 SUBTRACT 1"FROM THETIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THEWINDOWSIZE.Standard Proiw 34.194'-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 2 4 4 3 4 4 3 -0 �- I•� -- °MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. °Zv•,'. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 O •,• AT OF [Ij 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 TABLE A13OVE •:�s•'•:c<ORIC�,••' ��,` 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. �7�iS/ANAL 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN J r i r i i t t 1 T PRESSURE OF+65 PER NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E. P.E#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE —__— DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEtOMU. OPTION 1 ="—�.._ sF�woTE z,THIs sHEEr. ANCHOREDTHROUGH t-- T-- -- T� EMBEDMENT f� EMBEDMENT FRAME INTO 2X WOOD 114"MAX SHIM 1/4"MAX SHIM �-- FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. 1 EMBED- I 4 SASH VISIBLE 17 EDGE PRODUCT REVISED MENTEDGE * LIGHT WIDTH DISTANCE ��e as comp mg with the Florida �L DISTANCE NOA-No 20-0401.11 I/4"MAX SHIM 19 • Expiration Date 08123(2023 27 L-- _ �-- -LJ LIGHT WIDTH FIXED VISIBLE �,JI •' � r 1 SEE TABLE NOTE B,FOR Miami-Dade Product Control HEAD TYPE D A)REVISED ANCHOR TYP.ANCHOR rrPE FIXED EMBEDMENTAND o TYPE TABLE. VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE 31 OR 5® JR-03/11/20 HEIGHT TABLE S. � ' • TIP TO TIP WIDTH -I TYP.ANCHOR TYPE, 32 EXTERIOR EMBEDMENTAND j[ Q TYP.ANCHOR TYPE, O HORIZONTAL SECTION A-A EDGE DISTANCE PER j rn 46 EMBEDMENT AND EDGE SUBSTRATE,SEE TABLE w '^aa TABLE 6. DISTANCE PER SUBSTRATE, �- 14 SEE TABLE S. 1/4°MAX.SHIM O II O VISIBLE LIGHT FORMULAS: 00� y Z 46 55 DADE APPROVED MULLION,FSC (SHOWN FOR HI-RISE SILL;SEE 0-1 p Z o COMPUNNTALUMINUM/STEEL FRAMING SHEET 9 FOR STANDARD SILL) Z LL W o 43 OR STEEL STUD.MAY BE VERTICAL OR = v rz TO 13 HORIZONTAL SEE SUBSTRATE WIDTH U U(3 P TIP 63 USE EITHER 1 PROPERTIES,TABLE 8. -@ SASH&FIXED LITE:TIP TO TIP WIDTH-6.12" F Z j urea a HEIGHT SWEEP LATCH @ o W^ H MIDSPANOR 2 HEIGHT(EQUAL-LITE) BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73" Z Z INSTALLATION 0SASH HEIGHT(PROVIEW) Z W VISIBLE OPTION 4 @FIXED LITE:TIP TO TIP HEIGHi2 t 3.78" O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2-11.93' y Z r� HEIGHT FRAME INTO METAL ® J O HEIGHT(CUSTOM SASH) U F- @FIXEDLITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.56" Z G-laagg ----_ TABLE 8' @SASH:SASH HEIGHT-4.80" p yUJI EXTERIOR Anchor Substrate Min.Edge Min. Distance Embedment Z W \r•' 33 P.T.Southern Pine(SG=D.55) 9M6" 1318" NOTES: (7 Z I,- 10 #12 Steel, Aluminum,6063-T5 min. 3/8" 0.063, _ 15 18-8 or 410 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON S (0 OPTIONAL HI-RISE SS Screw - A36 Steel 3/8•' 0.063" TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS,ANY Q LL SILL SHOWN.SEE Steel Stud,Gr.33 min, stir Q045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF �I!t rose(/saua 1"WEEP 42 SHEET10FOR - . Concrete(min.3.35 ksi) I" 1.3/4" THE WINDOW t l l t l r EACH END NOTCHAT STANDARD SILL 7Cret IFI xS Urgrouted CMU,(ASTM C•90) 2-1/2" 1-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \����Q�,•'�LYJ�Ir�f��iT� 114"MAX. - - ------ P:T.Southern Pine(SG=0.55) 1"---- 13/8"- ----- - --8.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE----- -- -`�� \�••,.• ••. / SHIM CONSIDERED IX INSTALLATIONS;1X WOOD BUCKS ARE OPTIONAL ��.• Concrete(min.2.85 ksi) 1" IJlB" 1/4".Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Ultracon Ungrouled CMU,(ASTM C-90) 2-1/2" 1-14" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS _a i No.58705 t P.T.Southern Pine(SG=0.55) 1" 13/8' (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER - /�•1� — •' _ NO ANCHORS ° Concrete(min.3.00 ksi) 1,3l16" 1-T8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND REQUIRED IN 1f4"Sfeel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR }•. I "Z(� �� •,�• Ungrouted CMU,(ASTM C-90) 1-12•' 1-V4" L'1.. FLANGE OR + " - Ultrecon+ _ ARCHITECT OF RECORD. Ofi•,. .TES EQUAL-LEG P.T.Southern Pine(SG-0.55) 1" 1-318" % •;'�ORtG)".•• FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS %ASS• '••••• lyCh • 4 • - • e A8)USE ONLY LLOWABLE FLATHEAD ANCHORS S IN THE INJ JAMBS.PANfHEX*l AT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE P.E#58T0.5 INSTALLATION DETAILS FOR EQUAL-LEG-FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1 EDGE DISTANCE r _ ___ ____— DIRECTLY INTO CONCRETEICMU. SUCKSTRIP INTO CONCREIECMU. ANCHORED THROUGH — SEE NOTE 2,THIS SHEET. EMBEDMENT EMBEDMENT FRAME INTO ZX WOOD - 1 1/4"MAX SHIM 1/4"MAX SHIM FRAMEORBUCKSTRIP, SEE NOTE 2,THIS SHEEE. d EMBED- I SASH VISIBLE 17 EDGE PRODUCT REVISED MENT' EDGE .e', LIGHT WIDTH DISTANCE as eomplying with the Florida BulWing Code DISTANCE • '« -1/� NOA No. 20-0407.71 T- HIM 19 FIXED VISIBLE ���jjj Expiration Oate08/23/2023 LIGHT WIDTH I `IBY- SEE TABLE ;,;:; 3 NOTE.B.FOR - '` Miami-Dade Product Control 18 HEAD TYPE 30 fA)REVISED ANCHOR TYP.ANCHOR TYPE, 44ii TYPE TABLE. FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER �E JR-03/11/20 LIGHT SUBSTRATE,SEE 31 5 R 5B HEIGHT TABLE B. I 6++ BUCK WIDTH TYP,ANCHOR TYPE, ` 32 EXTERIOR EMBEDMENTAND y Q nil TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER � 45 EMBEDMENTAND EDGE ID SUBSTRATE,SEE I o O '"aa LQ DISTANCE PER SUBSTRATE, TABLE B. O C W r SEE TABLE S. 7'h aj°0 0 Q 14 �{ tla"MAX.SHIM VISIBLE LIGHT FORMULAS: Z 48 55 I (SHOWN FOR HI-RISE SILL;SEE J Z Z SHEET 9 FOR STANDARD SILL) Z t+C) -Wi a 43 13 DADE APPROVED MULLION,FSC WIDTH W U 6 u.No p ° BUCK - - OMPLIANTALUMINUM/STEELFRAMING HEIGHT 83 USE EITHER 1 OR STEEL STUD,MAY BE VERTICAL OR @ SASH 8 FIXED LITE:BUCK WIDTH-4.12' 1.-W^ . -j N 9M0 SWEEP LATCH Q HORIZONTAL.SEE SUBSTRATE HEIGHT(EQUAL-LITM �a ~' MIDSPAN OR 2 PROPERTIES,TABLE S. SUCK HEIGtiT2-3.23" Z Z_ BOTTOM LOCKS SASH INSTALLATION 0 VISIBLE EQUAL OPTION 4 HEIGHT(LIT::BUCK LL @FIXED LITE BUCK HEIGHT/+q28" j Z O LIGHT LEGBOX ANCHOREDTHROUGH @SASH:BUCK HEIGHT/2 AW 2 OD HEIGHT FRAME FRAME INTO METAL 0 H UJ V SHOWN HEIGHT(CUSTOM SASH) CD W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-255" z 7aavS TABLE 8: @SASH:SASH HEIGHT-4.60" p W X Min.Edge Min. EXTERIOR Anchor Substrate o Distance Embedment Z � o 33 P.T.Southern.Pine(SG=0,55) 9116" 1318" NOTES: g Q 15 12 18 8 or Ai10 steeAluminum,6063-75 min. 3/8' 0.0w, 15 USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON m �j Q 0 OPTIONAL HI-RISE SS Screw A36 Steel 318" 0.063" TABLE 8.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.ANY Q U1 SILL SHOWN.SEE Steel Stud,Gr.33 min. 318" 0.045-(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a1(1 •asap saua5 I'WEEP 42 SHEET 10 FOR THE WINDOW. Concrete(min.3.35 ksi) 1P 1314" NOTCH AT STANDARD SILL. 7/4"410 SS Un routed CMU, ASTM G 2-112' 1414' �1�, Ill EACH END CteteFlex 9 ( � 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �� hY LYrVry '�.. -. -- --—--1/4"MAX.- - ---P.T.Southern Pine"(SG=0:55) '-1 - -1-3/8, --- --- - S.ALL WOOD BUCKS LESS THAN-1-12"THICK ARE TO BE �' cN� SHIM CONSIDERED 1X INSTALLATIONS.iX WOOD BUCKS ARE-OPTIONAL .• 1.l"� F { Concrete(min.2.85 ksi) 1" 1.318" 2-: " 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS ��' �� Ulftacon Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS 140.56705 NO ANCHORS - P.T.Southern Pine(SG=0.55) 1" 1-3l8" (WHEN USED)SHALL BE DESIGNED TO PROPERLYTRANSFER Z: _ REQUIRED IN .,a : Concrete(min.3.00 ks) 1-3/16" 1318" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND _-b I a.FLANGE OR •• 1/4"Steel Ungrouted CMU,(ASTM G90) 1-1/2" 1.1/4" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 32P EOUAL-LEG tUltrawn+ ARCHITECT OF RECORD. �0, .tv�� FRAME SILLS P.T.Southern Pine(SCr0.55) 1" •. LORIO]" '",.• A)MIN.OF 3THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS %S '•.••... C B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHDUFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. �i�s/ONA(•• VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. Illrl iltittl` C)'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE P.E.4$8705 INSTALLATION DETAILS FOR INTEGRAL,FIN FRAMES EDGE EDGE I DISTANCE �•+•• EMBEDMENT DISTANCE U fEn EDGE DISTANCE. 1/4"MAXSHIM 1/4'MAXSHIM SASH VISIBLE PRODUCT REVISED 5 17 as complying with the Florida LIGHTWIDTH Building Code EMBEDMENT NOA-No. 20-0401.11 27 19 Expiration Date 08123/2023 1/HI MAX EMBEDMF-NT FIXED VISIBLE 2 SHIM LIGHT WIDTH Miami-Dade Product central 1 30 18 TYP,aNctloRTYPE, A)NO CHANGES THIS EMBEDMENT AND EDGE FIXED 'DISTANCE PER SUBSTRATE, c SHEET. VISIBLE SEE TABLE 9. 44 z JR-03/11/20 LIGHT HEIGHT ` 31 5 R 5B 4 5 32 BUCK WIDTH _ TYP.ANCHOR TYPE, 45 HORIZONTAL SECTION C-C EMBEDMENT AND EDGE Ul O nab DISTANCE PER SUBSTRATE,SEE DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) O O W 14 COMPLIANT ALUMINUMIS'TEEL FRAMING ' 1/4"MAX.SHIMMAYC9 N ej°0 OR STEEL STUD. BE VERTICAL OR O Co Z HOR¢ONTAL.SEE SUBSTRATE ,j PROPERTIES,TABLE 9. 0-1 O W o 43 VISIBLE LIGHT FORMULAS: Z 11-. -, BUCK - 13 (SHOWN FOR STANDARD SILL;SEE =W HEIGHT 83 USE EITHER 1 SHEETS 7 OR 8 FOR HI-RISE SILL) W V W SWEEP LATCH@ #100R.#12STEEL WIDTH F-W Q `JMO MIDSPAN OR 2 46 55 SELF DRILLING @ SASH 8 FIXED LITE:BUCK WIDTH-4.12" n z SMS GS,SEETABLE9. Z BOTTOM LOCKS ( ) Z� � SASH HEIGHT(EQUAL-LITE) f.9 z VISIBLE DUCK HEIGHTl2-3.23" Z O U- LIGHT INSTALLATION r= O HEIGHT OPTION7 HEIGHT(PROVI_(�EW = W m @FIXED LITE:BUCK HEIGHT12+4.28" ®,�y W W ANCHORED THROUGH @SASH:BUCK HEIGHTl2-11,43" a INTEGRAL FIN INTO METAL e' z X Iae4S HEIGHT(CUSTOM SASH) p in LL STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" ? Qo EXTERIOR 16 SHOWN..SEE @SASH:SASH HEIGHT-4.60" Z O B 33 PREVIOUS SHEET U W _ 1"WEEP FOR OPTIONAL w NOTCH AT 42 HI-RISE SILL. J z rn EACH END ¢ 1/4"MAX TABLE 9i apl •°sa0 sauag Min.Edge Min. NOTES: SHIM Anchor Substrate Distance Embedment )USE LY SUBSTTE-APPROPRIATE /f 2-1I2"x.113"Box Nall _ _-P.T.Southern Pine(SG=0.55) - _5/16'-' _2.438.- 1ANCHORS LISTED TABLE 9.FOLLOW - \ �''i, 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 318" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY t�`��.•''VtGEN,^� ������ INSTALLATION OPTION SHOWN MAY BE USED ; ,�F 2-1/2"x.145"Roofing Nail P.T.Southem Pine(SG=0.55) 3/6' 2.438 ON ANY SIDE OF THE WINDOW. 7 TYP.ANCHOR TYPE, Q �.• No.56.OS EMBEDMENT AND EDGE EDGE D STANCE 2-112"x.145"ROOBng Nail P.T.Southern Pine(SG=0.55) WIT, 2.438 t= DISTANCE PER SUBSTRATE, 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO - *—�•-1 _ _� P.T.Southern Pine(SG-0.55) 1l2" 1.375 T3 SEE TABLE 9. #10 Steel Trusshead Screw O REFERRED TO AS DAYLIGHT OPENING)IS 5 �• (SCREW SHOWN) EMBEDMENT 0.125"Aluminum,6063-T5 min. 5/16" 0.125 MEASURED FROM BEADING TO BEADING. S #12 Steel,18 8 or SS ���'• OF :• � Screw 0.050"A36 Steel 5/16" 0.05ORI01*,•'-\�: VERTICAL SECTION D-D 0.045"(18 Ga)Steel Stud,Gr.33 min. 5/1s^ D.oaS `S'S/ A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE 70NAL j 1%���� A LYNN MILLER,RE P.E#58705 2460" 3.185" 2.060" -•� 2.848" 2.848" 1.125" 2,848` .062" .062° .062" 2.724" 2.11Y' -� 2.724" 272a° PRODUCT REVISED 1,489` as compbin9 with the Florida .082" .082" ,062" '88�T 1.125" �--• NOA-No.BuildIngLC'oodde 20-0401.11 Etplratlon,�Data 08/23/2023 rs� J FLANGE FRAME HEAD O HI DGRAL FIN FRAME O EQUAL LEG FRAME HEAD OFLANGE FRAME JAPAB O'AMB�L FIN FRAME O EQUAL LEG FRAME JAMB Miami-Dade Product Control A)NO CHANGES THIS 2.798" -.-� 2.798" --►I 2.798" -� s SHEET. 2.798" 2.798" -�_ 2.798" x JR-03/11/20 3.008" j 2.841° 3A66" 2.341" 3.508" 0 .naa 4.133" 0 G .062" .062" .062" .062" .082" - .062° 0 N aloQ z o z T U. r, W _ Oi FLANGE FRAME SILL t 12� O EQUAL LEG FRAME SILL' m FLANGE FRAME SILL 1,125 f2 EQUAL LEG FRAME W Z coJ u7oe0 oN HI-RISE SILL HI-RISE W Q Dmo OINTEGRAL FIN FRAME SILL o z W n INTEGRAL FIN FRAME Z Z 2.273" -+I O SILL-HI-RISE � W --►{ 1.300" .120" 2273" Z O z o _170" SILICONE HOT-MELT BUM _ STRUCTURAL POLYIS08UTYLENE 114"NOM: STRUCTURAL - 3/16"NOM. � 2.772" WITH SILICONE i Z lasyg ' DESICCANT 2.211" 2.105' .082 DESICCANT co Z 2.150" .062" 1.235" O 04 .062" 1 EXT.GLASS N Z fn 1 EXT.GLASS 1.300" SASH BOTTOM RAIL- 70 1.300- �- INT.GLASS INT.GLASS j X () KODISPACE 4SG TPS 71 SUPER SPACER®NXT Tu apg rosa0 seua5 ta SASH TOP RAIL to F0(ED MEETING RAIL t5H6RISE to SASH BOTTOM RAIL n SASH SIDE RAIL ll ALUMINUM - - - POLYISOBUTYLENE DESICCANT FILLYN 1.446° +{ REINFORCEMENT SEAL 5116"NOM. `C1�,•' �ICEN@F'••r(��J 1.522" +I I .634" ,485" --� •--�"�.617"�•�- 496" ROLL-FORMED SILICONE SEAL .627' �0" I� BUTYL& STAINLESS STEEL ��e ilo•5g705 .040" .802" ,802" .802" .802" DESICCANT FOAM EXT.GLASS EXT.GLASS -�Q�C,./l �D .:•��� .D45" -►-►- .050" INT.GLASS INT.GLASS ���` •'•F(OR1DI'..•' �'�� to HEADCOVERANCHOR to SASH STOP COVER IG BEAD ©a IG SNAP BEAD O 5H6"LAMI BEAD zr 7l16-LAMI BEAD ® less/tON�,��� 72 DURASEAI SPACER 73 XL EDGE SPACER /!/II 111\\ A LYNfJ MILLER,P.E. P.E.868705 TABLE 11: i#m PGTPart# Description Material 51 ASSEMBLY DETAILS FOR sa 1 Head,Flange Alum.6063-Ts FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063-T5 4 624004 Jamb.Flange Alum.6063-T8 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 4 PRODUCT REVISED 51 as complying with the Florida 5 1 624020 Jamb,Integral Fin Alum.6063-T8 Building code 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 NOA-to. 20-0401.11 6 624031 Jamb,Equal-leg Alum.6063-T6 Expiration DateOS123/2023 6A Jamb,Equal-leg(Used For Alternate Radius Tap Head) Alum.6063-T52 40 HEAD By 7 624002 Sill,Flange Alum.6063-T6 8 624018 Sill,Integral Fin Alum.6063-76 INTERIOR 41 Miami-Dade Product Control Ica 9 624029 Sill,Equal-leg Alum.6063-T6 10 624003 Sill,Hi-Rise,Flange Alum.6063-T6 ,JAMB UPDATED MATERIAL A}ADDED AATTERIALERIAL ING, _ 11 624019 Sill,Hi-Rise,Integral Fin Alum.6063-T6 PROP.TABLE. 12 624030 Sill,Hi-Rise,Equa[4eg Alum.6063-'M 4 14 13 624006 Sash Top Rail Alum.6005A-T61 INTERIOR JR-03/11/20 14 624005 Fixed Meeting Rail Alum.6005A-T61 15 624012 Sash Bottom Rail-HI-Rise Alum.6063-TB JAMB to 16 624068 Sash Bottom Rail Alum.8063-T6 w z rYn Q 17 624007 Sash Side Rail Alum.6063-T6 FIXED MEETING RAIL o 18 1 624051 Head Anchor Cover Alum.6063-TB m 19 1 624015 Sash Stop Alum.6063-TBLW >-r2 at°Q O� O 25A 624009 IG Bead Alum.6063-T5 O Z Z _ CD258 624011 IG Snap Bead Alum,6063 T5 p o o LU n 26 624010 SMIT'Lami.Beading Alum.6D63-T6 z o SASH BOTTOM RAIL =Uj 0' 7e " 27 624028 7/16"Lami Bead ng Alum.6063 T6 U U� JM°!Q 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH �Z Co -i '0N 31 6TP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl 4 SIDE 16 C3 LU LU < �MQ 32 724046 Sweep Latch(@ Tap Rail) Cast Zinc rn U 33 624049 Bottom Latch(@ Sill) Alum.6063-T6 RAIL Z Z 34 Setting Block(118"X 1/2"X 4") Neoprene JAMB ? -1 o 35A IG Setting Block(1/8"X3/4"X4") Neoprene = < 35B 724014 IG Snap Setting Block Vinyl 17 ® N J w0 36 724044 Bottom Rail Weatherstrip Extension ° 37 724053 Sill Gasket Polyethylene 37 o to LU qs je° 38 724054 Sash Top Rail Gasket Polyethylene r of 39 724055 Sash Bottom Rail Gasket Polyethylene 0o 40 724057 Head Gasket Polyethylene ? . N 41 724063 Meeting Rall Gasket Polyethylene INTERIOR 2 Z 42 61228D Sash Bottom Rail Bulb Vinyl Polyethylene 39 ¢ m U 43 Weatherstrip,.270"x.18T',Fin Seal(@ MR) aQl •°saQ saga 44 67S16G Weatherstrip,.17W X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail) TABLE 10:MATERIAL PROPERTIES USED I{LYAIi r7/77�i 46 varies Balance With Cover&Trim _ Rigid Vltryl -SILL FOR ANCHORAGE CALCULATIONS: �� ��G�, ...... `J�l 51 781 PSQX #8 X 1"PH SMS(Assembly) Stainless Steel 51 Material Min.Fr Mln.F. Q�= �tF 55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Steel Screw 92 ksi 120 ksi No.58705 63 Alum.Screen with Fiberglass Mesh Varies INTERIOR 18A Screw 60 ksl 95 ksi 70 Kommeding Kodispace 4SG TPS at0 Screw s0 ksi 110 ksi = O 71 Quanex Su rS acernXr See Sheet � P 10 for 51 EIco'UitraCorl® 155 ksi 177 ksi ?� •. 72 - Quanex Duraseal Spacer Materials 1/4"DeWall UltraCon+G 148 ksi 164 ksi �djv�., F,TE On `a; 73 Cardinal XL Edge Spacer NOTES: 410 SS EtcolDewalt CreteFlextD 127.4 ksi 189.7 ksi �\s�••.OR1D-••'u,\\\\ 74 - Dow 791,899,983 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKETAND/OR SEALANT. 606 A.St ,!,,in Si 58 ksi �Crrl 2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 Steel Stud 33 ksi I 45 ksi A LYNN MILLER,P.E. P.E#58705.