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Product Approval
i T G( o�VS = M IAM I•DADE COUNTY C O D E C O E L��1t9�,']e�.PRODUCT CONTROLESECTION i S f3 0 L U C HE (COUNTY COU TY 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOU CEES.((RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISIONT(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. ��r 7 1070 Technology Drive fit5 MFILE North Venice,FL 34275 I L E Copy 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 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. 4&Y NOA No.20-0401.11 MIAMI•DADE COUNTYExpiration 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 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 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 61n 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 PGT Industries,Inc. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: E V 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 611 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. AQ�� 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,RE C. CALCULATIONS 1. Anchor verification calculations and'structural analysis,complying with FBC 6"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. AQ�� 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 6cn 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 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. AA� 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 17-1311 s"MAX.o.c DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). _ 18-3/8"MAX. VARIES PER GLASS TYPE, LARGE 8 SMALL MISSILE 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. FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4B MAX. 3 17-314" 52-1/8"MAX.BUCK WIDTH APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (17-1/4"BUCK) MAX 9-12"MAX• J 4-11/16-MAX. PRODUCT REVISED SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KS] B,SEE__ O.C. (9"MAX.BUCK) D,SEE - -I 5'MAX.O.C. r as complying with the Florida PER ANCHOR TYPE. SHEETS 8 8 9 SHEET 10 1 Building Code _ NOA-No. 20-0401.11 A SEE+�--• C.SEE 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8 89 '7- SHEET 101` I Fxplratlon Date 08/23/2023 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD i I / 1 � BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1XAND 2X BUCKS(WHEN USED) EQUALLY y SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED By Product Control WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER 84 OR ARCHITECT OF RECORD,AOR). TABLES 687 i i/ / A)UPDATED TO FBC ( O 17-3/16"MAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. I 83" a 2020,REVISED ANCHOR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. TIP i MAX. TYPE TABLE. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING 8 FLASHING STRATEGY 12-1/16"MAX.O.C. TO BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND x TIP X' ' HEIGHT a THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED I I / HEIGHT I / JR-03/11/20 ANCHORS PER I 13-5/16"MAX.O.C. 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6 87 yy —L cT 1 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I ____ 5"MAX. J I W � 9-12"MAX. -� O,C. I / c > O •nay 7 DESIGN PRESSURES: (9"MAX.BUCK) + K A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL$CYCLE TESTING AND GLASS PER 1 O g O 0 ASTM E1300. A }n atop O Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE NO ANCHORS AT SILL 1 i O N I O TESTING AND GLASS PER ASTM E1300. B D r-- j U) Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 53-1/8°MAX.TIP TO TIP WIDTH 1"WEEP NOTCH 4-11/16"MAX. � 1"WEEP NOTCH O LL p W C3 AT EACH END AT EACH END Z co 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS -W `- y 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 Mao 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-Z v 'a N Jm0 WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO r LU .'- ~ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE p 'a rq O FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TABLE 1:ALLOWABLE GLASS TYPES •-Z Z F Glass USER INSTRUCTIONS: DP Description(Listed from Exterior to Interior) (7 > 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z W D- CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 1!8"AN .090"PVB 1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. = O , , JURISDICTION. UJ - 2 13/16"LIG:i/8"AN CAP,AIRSPACE,1/8"AN,.09("PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® m W 10)REFERENCES:TEST REPORTS FTL 18-7835.1 8 18-7836.2;ELCO ULTRACON NOA; 3 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN w W DEWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON t NOA;NATIONAL DESIGN 4 1/8"HS,.090"PVB,1/8"HS 4 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE z Z H 1aa4s SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NOS 8 ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING O Cn O 5 3/16"AN,.090"PVB,3/16"AN 4 OBTAINED IN STEP 1. 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13/16"LIG:3/16"AN CAP,AIRSPACE,1/8"AN,.090'PVB,118"AN 4 o 7 13/16"LIG:3/16"TP CAP,AIRSPACE,1/8'AN,.090"PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 87. rn Z FIGURE A ALLOWABLE SASH CONFIGURATIONS AND SHAPES 8 3/16"AN,.090'SG,3/16"AN 5 w Z) W N 9 3/16"HS,.090"SG,3/16"HS 5 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 J -+{ WIDTH �+---+� WIDTH �+— �{ WIDTH FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q 0 'T}- -T- T 10 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.D90"SG,1/8"HS 5 INSTALLATION. f— -7 a01 asa0 sauas �/ T 1 �/ 1 T 11 13116"LIG:1/B"AN CAP,AIRSPACE,3/16"AN,.090"SG,3/16"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME 12 13/16"LIG:1/8"TP CAP.AIRSPACE,1/8"HS,.090"SG,1/8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR �'LYNN� 13 13/16"LIG:1/8"TP CAP,AIRSPACE,3/16"AN,.090"SG,3/16"AN 5 EQUAL LEGIBOX). � LnD O 14 13/16"LIG:3/16"AN CAP,AIRSPACE, 1/8°HS,.090"SG,1/B"HS 5 �`��\`�•" •• "•• •�tGENs�'•,��� i Q 15 13/16"LIG:3/16"TP CAP,AIRSPACE, 1/B"HS,.090"SG,1/8"HS 5 Q�•' SG=KURARAY SENTRYGLASO INTERLAYER BY GENERAL NOTES............. No.58705 CODES/STANDARDS USED: �•�•••••��•�•••••••••••••••••��•���•1 - a KURARAY AMERICA,INC. ELEVATIONS......................................................... 1 RECTANGULAR RADIUS-TOP RECTANGULAR •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION PVB=KURARAY TROSIFOLP PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4 WITH EQUAL WITH PROVIEW WITH CUSTOM 62017 FLORIDA BUILDING CODE(FBC),6TH EDITIONKURARAY LITE SASH SASH SASH *ASTM E130D-09 ANNN A LERICA,INC. ANCHOR QUANTITIES E......................................5-6 �Q S TE OF •ANSUAFBPA NDS-2018 FOR WOOD CONSTRUCTION AN=ANNEALED INSTALLATION,FLANGE LEG .................................7 •'• HS-HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 <OR1DP.•• �'�.` ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES •ALUMINUM DESIGN MANUAL,ADM-2016 i s `G MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 �,S� •Aisi stoo is ., OVAL E�� DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE - EXTRUSION PROFILES.........................................10 -RISC 36016 TABLES ON THE FOLLOWING SHEETS. ASSEMBLY 8 PARTS LIST....................................11 A LYhU ILlER,R.P.E. P.E#58705 TABLE 2: Bottom Sash sash Height Design Pressure(Ibs/ft°)for Glass Types 1 8 2 Description Range(I.) Tip to Tip Width for Given Range 18" 25" 33' 1 3T 1 41' 49- 1 49' 53-1/8" 24" Equa141te 12.464 +65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65.0 $QD 465.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65,0 -80.0 Equalalte 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31" Standard ProAw 12994-16.963 +65.0 -80.0 +6&0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +85.0 -60.0 +65.0 -80.0 +65.0 -80.0 I 5/16°NOM. GLASS STACK Shortest 12.464-12 993 +65.0 -60.0 +65,0 -80.0 +65,0 $0.0 +65.0 -800 +6-5.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 PRODUCT REVISED 1/8"ANNEALED GLASS as comp 1 In EquaHite 19.852 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 ,090°PVB p y g with the Florida Bullding Code StarclaN ProAew 15.944-19.651 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +85.0 -80.0 +65.0 $0.0 +65.0 $0.0 1/B'ANNEALED GLASS NOA-No. 20-0401.11 38.3 ' Custom Size 15.131-1E. +..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 $D.0 +65.0 -60.0 30 Custom Size 1 14.131-15.130 +65.0 -80.0 +65.0 $0.0 1+65.0 -80.0 1+65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +65.0 $D.0 +65.0 $O.0 Expiration Date 08/23/2023 Shortest 1 12.464-14A30 +65.0 .80.0 1+65.0 $D.0 +65.0 -80.0 +65.0 -80.0 1 4:65.0 1 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 1-80.0 26 Equal-0te 22984 +65.0 -80.0 +65.0 -80.0D.0 +65.0 .90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/2" By 0.0 GLASS BITE Miami-Dade Product Control Custom Size 20.131-22.963 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 $D.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 EXTERIOR Standard PreAew 18.594-20.130 +65.0 $0.0 +65.0 -80.0 +65.0 .80.0 +65.0 $0.0 +65.0 $D.0 +65.0 .80.0 +65.0 -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 $0.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 75 SHEET. Custom Size 15.131-16.130 +65,0 $0.0 +65.0 $0.0 +85.0 -80.0 +65.0 .80.0 +65.0 $0,0 +65.0 -80.0 +65.0 1 -80.0 +65.0 $D.0 Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 .80.0 34 Shortest 12464-14.130 +65.0 $0.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 GLASS TYPE 1 JR-03/11/20 Equal-lite 24.964 +65.0 -80.0 +65.0 1.80.0 +65.0 1-80.0 +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 1-80.0 +65.0 -80.0 +65.0 .80.0 1+65.0 -80.0 +65.0 -80.0 1+66,0 -80.0 +65.0 $0,0 +65.0 -80.0 Standard PmAew 20.19 4-22.130 +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 +65.0 $0.0 oD Q 4T Custom Size 18.131-20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 $0.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 j rA Gaston Size 16.131-18.130 +65.0 $0.0 *65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 +65.0 $0.0 O •nea Custon Size 14.131-16.130 +65.0 .80.0 +65.0 -80.0 +65.0 •80.0 -65.0 -80.0 +MO $0.0 +65.0 $0.0 1+65.0 -80.0 +65.0 -77.6 p p p� Shortest 12464-14,130 +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 -80.0 +65.0 -75.1 1.to o 0 L� 13/i6"NOM, (9 N ai 0 w Q' = Equal-fife 25.777 +85.0 -90.0 +65.0 $QO +65.0 -80.0 +65.D .80.0 +61.0 -80.0 +65.0 $00 +65.0 -80.0 +65.0 .80.0 I- GLASS STACK 0 CO 0 Custom Size 24.131-25.776 +65.0 .80.0 +65.0 $O.O +65.0 •80.0 +65.0 -90.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 -1 Z Zo F Standard ProAew 20.844-24.130 +85.0 -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 -60.0 .090"PVB 0 LL C3 W O 8 AIRSPACE Z 0 - LU t` Gaston Size 20.131-20.843 +fi5.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 t- F 50;il8" 118"ANNEALED GLASS =W 3B Custom Size 18.131-20.130 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 .80.0 +65.0 -80.0 +65.0 $0.0 1/8"ANNEALED GLASS W U J umou0 Custom Size 16.131-18.130 +65.0 $0.0 +65.0 $0.0 +86.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.6 31 75 H W R J Custom Size 14.131-16.130 +65.0 .80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 465.0 -80.0 +65.0 $0D +65.0 -80.0 +65.0 .75.1 0] F¢-• Shortest 12464-14.130 +65.0 •80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -73.9 �QR 58 12"NOM. O Z Z Equal-lite 31.964 +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 -80.0 +65.0 -W.0 EXTERIOR GLASS BITE Ur .�-• Custom Size 28.131-31.963 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 .80.0 +65.0 .80.0 +65.0 -60.0 +65.0 -77.6 Z LL Standard ProAew 25.794-28.130 +65.0 -60.0 +65.0 $QO +66.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 .80.0 +65.0 .80.0 +65.0 -73.9 a 0 0 Custom Size 24.131-25.793 +65.0 -80.0 +65.0 $QO +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +66.0 .80.0 +65,0 -80.0 +65.0 -72.7 = tV 63" Custom Size 22131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.8 +65.0 -70.5 70-73 ® m W J Custom Size 20.131-22130 +65.0 $0.0 +65.0 $D.0 +65.0 $0,0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -77.1 +86.0 •68.4 5 R 5B � C) lDegs Z Custom Size 18.131-20.130 +65.0 $0.0 +65.0 $0.0 +85.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +650 -75.4 +660 -66.5 GLASS TYPE 2 o U) Custom Size 16.131-18130 +65.0 -80,0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +85.0 -77.1 +65.0 •73.6 +84.7 464.7 F Shortest 13.194'-16.130 +65.0 -60.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.6 +65.0 -68.2 +62.3 $23 j W O Equal-Iite 38.464 +65.0 .80.0 +65.0 -80.0 +65.0 -60.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -73.9 m Z_ m ti Custom Size 38,131-38.483 +65.0 $0.0 +65.0 $QO +85.0 -80.0 +65.0 -00.0 +65.0 $0.0 +65.0 $0.0 +85.0 -79.8 +65.0 -71.6 Custom Size 34.131-38.130 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -77.9 +65.0 E9.4 J Q_ (q 76' Standard P-iew 30.994-34.130 +65.0 -80.0 +66.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $D,0 +65.0 .75.4 +65.0 -8,5 Q 0 Custom Size 30.131-30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 $D.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 e111 -asap seuag Custom$ize 28.131-W.130 +650 0.0 +65,0 -10.0 +65.0 $0.0 +115.0 -80.0 +65.0 -79.1 +65.0 .75.3 +65.0 -71.9 +63.8 .63.8 6 0 .0 6Shortest 26.194'.2813C 5 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +623 -623 0vOl LY/V/y Equal-lite 42.464 +66.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -BO.0 +65.0 10.0 +65.0 $0.0 +65.0 .77.9 +65.0 $9.4 �-.• •,-'••. 1. Custom Size 38.131-42463 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -789 +65.0 -74.6 +65.0 $5.6 ` C\ VICE7JSI Standard Prodew 34.194--38.130 +65.0 $0.0 +65.0 $0.0 1+65.0 1$0.0 1+65.0 $0.0 +65.0 -75.9 +65.0 -71.8 +85.0 1 $8.2 1+62.3 -62.3 MNIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 �r; No.58705 MINMUM 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-48.806O� S AT OF .��\ 2)FOR SIZES NIOT SHOWN,ROUND UP TO THENIXTAVAILABQLE EEG WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. //S/ON TIP TO TIP DALI\��G\` 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 r TABLE 3: Bottom Sash Sash Height Design Pressure(lbs/ft2)for Glass Type 3 Descdptlon flange 0n) TIP to Tip Width for Gran Range 18' 2S 33' 37" 41" 45' 49' 53-1/9' 24° Equal4ite 12464 +65.0 -60.0 +65.0 .80.0 +65.0 -80.0 465.0 •80.0 +65.0 .60.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 13/16°NOM. Equal-file 15.964 +65.0 �0.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 •80.0 I GLASS STACK 31" Standard ProAe 12994-15.963 +65.0 -80.0 +65.0 -80.0 +660 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 •80,0 +65.0 -B0.0 .090"PVB Shortest 12464-12.993 +65.0 -80.0 +65.0 .80.0 +65.0 -80.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 •80.0 AIRSPACE PRODUCT REVISED Equal4ite 19.652 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.q +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +66.0 •80.0 1/8°TEMPERED GLASS 118•ANNEALED GLASS as complying with the Florida Building Code Standard Proview 15.944-19.651 +65.0 410.0 +fis.o -eo.o +ss.D 410.0 +ss.o •eo.o +ss.D -80.0 +65.0 -M.o +65.0 -80.0 +65.0 .80.a 31 75 Noa-No. 20-0401.11 38-318' Custom Size 15.131-15.843 +65.0 •80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131-15.130 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 Expiration Date 08/23/2023 Shortest 12464-14.130 +65.0 -BD.D +85.0 440.0 +65.0 430.D +65.0 M-80.0 +65.0 5.0 -80.0 +65.0 -80.0 +65.0 $O.D +65.0 430.0 5®OR 50 GLASS BITE BY '� Equal-late 22964 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 5.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 EXTERIOR Miami-Dade Product Control Custom Size 20.131-22.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.065.0 -80.0 +65.0 -W.0 +65.0 .80.0 +65.0 -80.0 Standard PrWew 18.594.20.130 +65.0 .80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.o A)NO CHANGES THIS 45- Custom Size 16.131•16.693 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 70-73SHEET. Custom Size 15.131-16.130 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 5®OR 358Custom Size 14.131-15.130 +65.0 .80.0 +65.0 -60.0 +65.0 -80.0 +65.0 65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 sShortest 12464.14130 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 65.0 -80.0 +65.0 -80.0 +65,0 .80.0 +65.0 -80.0 GLASS TYPE 3 � JR-03/11/20 Equal-Ilte 24.954 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 65.0 -80.0 +65.0 -80.0 +65.0 •8D.0 +65.0 -80.0 Custom Size 22131-24.963 +65.0 -80.0 +65.0 1-80.0 +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 Standard ProNew 20.194-22130 +65.0 •80.0 +65.0 1-80.0 +65.0 40.0 +65.0 .80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 a0 C 49' Custom Sae 18.131-20.193 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 LU Custom Size 16.131-18.130 +65.0 .80.0 +65.0 .80.0 +65.D •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 C -Aeb Custom Sae 14,131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -M.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 p p Shortest 12464-14.130 +65.0 -8D.0 465.0 •80.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 }n e1o0 O Q' Equat-lite 25.777 +65.0 -80.0 +65.0 -80.0 .65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 00 04 O n Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 _1 Z o Standard ProJew 20.844.24,130 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -8D.0 Z{i W O Ig co S. Custom Sae 20.131-20.843 +65.0 -80.0 1+65.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -8D.0 1+65.0 1-80.0 +65.0 41D.0 =W 7 =9 Custom Size 18.131-20130 +65.0 -80.0 +65.0 1-80.0 +65.0 -10.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.1), -80.0 +65.0 •80.0 U U C ur-a rN Custom Sae 16.131-18.130 +65.0 -80.0 +65A -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 1--W '� ¢ Custom Size 14.131-18.130 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 •80.0 r W r Shortest 12.464.14.130 +65.0 .80.0 +65.0 -80.0 +65.0 -80A +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 40.0 Z Z Equal-Ilte 31.964 +65.0 -8D.0 +65.0 •80.0 +65.0 40.0 +65.0 -W-0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .-Custom Sae 2B.131-31.963 +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 .65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ZStandard PmMew 25.794-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 Z Custom Sae 24.131-25.793 +65.0 •80.0 +65.0 -80.0 465.0 .80.0 +65.0 -80.0 +65A -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 = 63" Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0T W-j Custom Size 20.131-22.130 +65.0 •80.0 1.65.0 1-80.0 +65.0 •80.0 1+65.0 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 1-80.0 +65.0 -78.0 1 L9 1aayS Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 •75.8 F Z Custom Size 16.131-18.130 +65.0 -80.0 +65.0 •80.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .73.8 a U) Shortest 13.194'•16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .77.7 +65.0 -71.0 W o Equal4ite 38.464 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ♦65.0 -810 +65.0 -80.0 +65.0 •80.0 to Z_ M Custom Sae 36.131-38.4fi3 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w g _ Custom Size 34,131•36.130 +65.0 -80.0 +65.0 -00.0 +65.0 1-80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 -65.0 .80.0 +65.0 •79.1 K J 0_ to 76" Standard Pro iew 30.994•34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -75.8 Q 1 0 Custom Size 30.131-30.993 +65.0 -80.0 +65.0 480.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .74.8 -511 •ssa0 sauaS Custom Size 28.131-30.130 +65.0 -00.0 +65.0 1-80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -au.0 +65.0 -727 Strortesl 26.194•-28.130 +65.0 -8D.0 +65.0 430.0 +65.0 -Boo +65.0 430.0 +65.0 430.0 +85.0 -80.0 +65.0 -77.7 +65.0 -7LU ��` ,`{L'i,J/1/ Equal-lite 42464 +65.0 •80.0 +65.0 -60.0 +65.0 -60.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -79.1 `��Y�ONAII -r., /rj� 84" Custom Size 38.131-42.483 +fi5.0 �0.0 +65,0 -80.0 +ss.D -eo.o +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 \ ,� L1CGl`ISF•'.��� Slandartl ProNew 34.194•-38.130 +65.0 �0.0 +85.0 -80.0 +fi5.0 -BD.O +65.0 -00.0 +65.0 -80.0 +65,0 -80.0 +65.0 -77.7 +85,0 -71.0 �:• '•,P •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 -Y No.58705 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 .�Q•• SAT OF 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. I,;101 p 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. !v� L 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. ,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. A LYNN P.E.MILLERMILLER TABLE 4: TABLE 5: Design Pressure(lbsfffz)for Glass Types 4-7 5116"NOM. Desl n Pressure for Glass Typea 845 3lta"qN GLASSASGne"HS GLASS I_ GLASS STACK BoO-S-1 'Op To Tip .080'SO . Bottom Sash Tip Td Tip Sash Height Sash Height 118"HS GLASS 9 Descd Ilan Width Description Width LASS GLASS p Range Qn) .090°PVB Range Qn) 30 fur Ghen Range fi3.1/8' 1/8"H GLASS fqr Ghen Range 53.1/e' 26 24" EqueHile 12484 +65.0 -80.0 3024' EquaHBe 12.464 +80.0 -110.0 12"NOM. 12'NOM. Eq-141te 15.964 +65.0 410.0 Equal-I8e 15.964 +80.0 -11D.0 a GLASS BITE EXr8RI0RLASS BITE 31" Standard PloMm 12.994-15.983 +65.0 -80.0 12"NOM. 31" StandardPmwew 12-M-15.983 +80.0 -11o.0EXTERIOR GLASS BITEshortest 12464-12B93 +fis.o ao.D Shortest 12.484-12993 +80.0 -110.0 74 74PRODUCT REVISED Egrat4ite 19.652 +s5.0 430.0 Equal-I8e 19.652 +50.0 -110.0 34 as complying with tho Florida 74 Standard Pmdew 15.&M-19.661 +80.0 -110.0 GLASS TYPE 8 E 9 Building Code standard Prm4eW 15.1444-19.651 +65.0 -80.o34 NOA-No. 20-0401.11 38-31W Custom sue 16.131-15.943 +65.0 -80.0 GLASS TYPE 4 3"S' Custom Sir» 16.131-16.943 +a0.0 -110.0 Custom Size 14.131-15.130 +65.0 .80.0 Custom Size 14.131-16.130 +80.0 -110.0 13/16'NOM. 13118'NOM. Shortest 12464-14.130 +65.0 -80.0 Shortest 1.2.464-14.130 +80.0 410,0 �- GLASS STACK ��- GLASS STACK EtlplretlonDate08123/2023 Equat4ite 22.964 +65,0 -80.0 7/16"NOM. Equal-life 22.064 +80.0 -110.0 .OBO"SG .090°SG BY GLASS STACK AIRSPACE AIRSPACE Custom Size 20.131-229S3 +65.0 410.0 Custom Size 20.131-27 963 +80.0 -I10.0 118-AN GLA 1/g"HS GLASS 116"AN GLASS Mlaml-Dade Product Control Standard Prom 18.594-20.130 +65.0 -80.o .090'PVB 3/16'AN GLASS Standard PmVaW 18.594-20.130 +80.0 -110.0 31 74 31 3116"74 GLASS 45" Custom Size 16.131-18.593 +fis.0 -80.0 30 3118• GLASS 45' Custom Slze 16.131-18.593 +80.0 -110.0 A)NO CHANGES THIS Custom Size 15.131-18.130 +65.0 -80.0 27 Custom Size 15.131-16.130 +80.0 -110.0 &R 12'NOM. ®0R 12'NOM. a SHEET. Cllalam Size 14.131-15.130 +65.0 -80.0 12°NOM. Custom Size 14.131-15.130 +80.0 .110.0 EXTERIOR GLASS NOM EXTERIOR GLASS BITE H Shortest 12.454-14.130 +65.0 .80.0 EXTERIORGLASS BITE Shortest 12.464-14.130 +80,0 -110.0 I a" JR-03111/20 Equal4ite 24.964 +65.0 -80.0 Equal4ile 24.964 +80.0 -110.0 Custom Size 22.131-24.963 +65.0 -80.0 74 Custom Size 22.131-24.90 +80.0 -110.0 5®OR 5 7673 ®OR 5 7673 Standard PrtMm 20.194-22.130 +65.0 -80.0 34 Standard P.%Im 20.194-22.130 +80.0 -110.0 GLASS TYPE IO GLASS TYPE II 00 49" Custom Size 18.131-20.193 +650 .80.0 GLASS TYPE 5 481 Custom Size 18.131-20.193 +80.0 -110.0 W Q Custom Size 16.131-18.130 +65.0 -80.0 Custom Size 16.131-18.130 480.0 -110.0 1- 13116'NOM. LU Custom Size 14.131-16.130 +65.0 .80.0 Custom Size 14.131-16.130 +80.0 -110.0 f 1� �' 13lAS NOM. GLASS STACK GLASS STACK 0 p in Shortest 12484-14.130 +65.0 4l0.0 � � GLASS STACK � Shortest 12.484-14.130 +80.0 -110.0 .090'SG "- Equawta 25.777 +65.0 -80.0 .090"PVB a, Equal4ite 25.777 +80.0 -110.0 AIRSPACE AIRSPACE •090'SG }r e1.0 O Q = Custom She 24.131-j5.776 +6s,o -o0.o AIRSPACE s Custom Size z4.131-25.776 +m.0 -110.0 118'TP GLASS 1/8"HS GLASS 118"TP GLASS O N o. 3/18'AN GLASS O Cl) O 12 3116"AN G 1/0"AN GLASS F' 31 31 J ZO a Standard Pro4m 20.844-24.130 +65.0 -80.0 a Standard Panim 20.844-24.130 +80.0 -110.0 74 74 J O Z F 565/8" Custom Bile 20.131-20.843 +95.0 -80.0 31 74 F 50.5/e" Custom Size 20.131-20.843 +80.0 -110.0 OR OR Z_J (00 cL W O Custom Size 18.131-20.130 +85.0 -80.0 Custom Size 18.131-20.130 +S0.0 -110.0 ® 12"NOM. ® 12°NOM. =L v r ®DR 12°NOM. EXTERIOR GLASS BITE R O GLASS BITE C)V O uMal Custom Size 16.131-18AM +65.0 -80.0 Custom Size 16.131-18.130 +60.0 -110.0 W- aD J Q 'ON Custom She 14.131-16.130 +65.0 -80.0 EXTERIOR GLASS BITE Graham Size 14.131-18.130 +60.0 -110.0 `3 W W 00 J OMQ Shortest 12.484.14.130 +85.0 4i0.0 Shortest 12.464-14.130 +80.0 -110.0 7673 7673 P_> ,a F-• Equal-lile 31.964 +65.0 -80.0 7673 Equal4ft. 31.964 +80.0 -110.0 (Be' 5 GLASS TYPE 12 ®OR 5 GLASS TYPE 13 O Z ' Z Custom Size 28.131-31.963 +65.0 •80.0 5®OR 5 Custom Size 28.131-31.963 +80.0 -110.0 r GLASS TYPE fi Standard Prodew 25.784-28.130 +85.0 410.0 Standard PrDVM 25.784-28.130 +60.0 -110.0 lL Custom Size 24.131-25.793 +65.0 430.0 Custom Size 24.131-25.793 +Sp.O -110.0 13/16"NOM. 13/16"NOM. j O 63" Custom Size 22131-24.130 +65.0 -80.0 13/18"NOM. a3" Custom Size 22.131-24.130 +80.0 410.0 I- GLASS STACK GLASS STACK 2 �- .090'SG .090"SG rn W Custom Size z0.i31-22190 +a$.0 410.0 GLASS STACK Custom Size 20.131-22.130 +80.0 410.0 AIRSPACE AIRSPACE J Custom Size 19.131-20.130 +65.0 -BO.o AIRSPACE •090�PVB Custom Size 18.131-20.130 +80.0 -110.0 3/16"AN GIAS 3116"1P GLAS "t (7 1/8"HS GLASS 1/8"HS GLASS ac Z laaq$ Custom Size 18.191-18.130 +65.0 480.0 3/16°TP GLASS Custom Size 18.131-18.130 +80.0 •110.0 Z 1I0"AN GLASS 31 74 31 74 O 0) Shortest 13.194'-16.130 -66.0 �0.0 31 Shortest 13.194•-16.130 +80.0 Al.0 Equal+ite 38.464 +65.0 -80.0 flr2*NOM. Equal-tile 38.484 +8D.0 ,170.0 OR 5 ®OR 5 W Q 12'S BITM. 1l2"SBIT NOM. Z O COSLah She 36.131•30.463 +65.0 -80.0 ®OR 5 Cualam SIZa 36.131-38.463 +80.0 -110.0 GLASS BITE E%TERN)R GLASS BITE y ZCustom Size 34.131-36.130 +65.0 00.0 GE Custom Size 34A31-36,130 +80.0 -110.0 76" Standard PrcMeW 30.994-34.130 +65.0 4t0.0 78' Standard PmNew 30.994-34.130 +80.0 -110.0Casten She 30.131-30.993 +65.0 430.0 Custom Slze 30.131-30.993 +80.0 -110.0 ®0R 5 7673 ®OR 5 7673Custom Size 2B.131-30.130 +6&0 -80.0 5®OR 5 Custom SIze 28.131-30.130 +60.0 -110A GLASS TYPE 14 GLASS TYPE 15 eql rosaQ seueS Shortest 26AW-28.130 +65.0 410.0 GLASS TYPE Shortest 26,194"-28.130 +80.0 -110.0 Equal-lile 42454 +65.0 410.o Equal4ite 42.464 +80.0 -ti0.0 LYNNI'''% 84" Custom She 38.131-42463 +65.0 410.0 64" Custom SIZe 38.131-42483 +s0.O -110.0 �� Standard PmNew 34.184•-38.130 +65.0 �0,0 Standard Pmdew 34.194'-36.190 +B0.0 -110.0 ���•''�10ENSF •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTO TIP HEIGHT-49.391 �, '•,� MINIMUM SASH HEGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 _-A-: N0.58705 MNMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 = r MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 --O ��'• TE F1)TIP TO TIP NOT SHOWN,ROUND FOR INTEGRAL THE FIN AND AN=ANNEALED EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FORS DIMENSIONS SHOWN. fillt�N 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TPz TEMPERED 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. HS=HEAT STRENGTHENED P.EV 58705 TABLE 6: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 25^ 1 3 1 3T 1 41- 45" 49" 63.1/8° usina Glass Tvides 1-7 Jamb Jamb rb Jamb Jamb Jamb Jamb Jamb zcmo: Is m o: LtLtBottom Sash Sash Height L1 o Descn Ran Range P) x2 2 for Ghen Range nm m m m m TABLE 6B: 24° Equalalle 12.464 1 2 1 1 2 7 1 2 t 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Exterior to Interior) PRODUCT REVISED Equal4ite 15.964 1 2 1 1 2 1 1 2 1 t 2 2 1 212 1 2 2 1 2 2 1 2 2 Type as complying with the Florida 31' Standard Prmiew 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8"AN,.090"PVB,1/8"AN Building 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 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090'PVB,1/8"AN NOA-Na. 20-0401.11 EquaRte 19.652 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Expiration Date 08/23/2023 Standard PWm 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,.090"PVB,1/8"HS 38-3/8" Custom Sae 15.131-15.993 2 2 1 2. 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 BY 5 3l16"AN,.090"PVB,3/16"AN Miami-Dade Product Control Custom Size 14.131-15.13D 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:3/16"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Shortest t2464 22-t4.13- 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 7 13/16"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN A NO CHANGES THIS Equal4ite 22964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212121212 2 Custom size 20.131-22.963 2 2 1 2 2 1- 2 2 1 212 z 2 2 2 2 z 2 z 2 2121 2 2 a SHEET. Standard PmNaw 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 16.131-18.693 2 2 1 2 2 1 2 2 1 2 2 z z 2 2 z z z z 2 z z 2 z 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 14.131-15.13D 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 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equa141te 24.964 2 2 1 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W Custom Sae 22.131-24.963 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 •naa Standard PmAew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 V' 0 49' Custom Size 18.131-20.193 2 2 1 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 m .;.Cl 0 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 2 213.2 2 CD NNv W O 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 2 3 2 2 00 tvj 07 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 0 LL �O W p Z t0 r = Equal4ite 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 n _a 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 2 Standard Prodew 20.844-24.13D 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 fW..Z VM• J amo�0 .oN 1a 50•518" Custom Sae 20.131-20.893 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 p W.. Q 'JMO Custom Size 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 > fp 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 2 3 2 2 `'Z Z W Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 _ (D In LL Shortest 12.464-14.i30 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 Q 0 Equai48e 31.864 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = � N Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ® m W Standard Proview 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 � 1-- 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 Z laags 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 g to z) 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 j 0¢ Custom Size 18.131-20.130 3 2 1 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 rn Z O Custom Size 18.131-18.130 3 2 1 3 2 1 3 2 1 312 2 3 2 2 3 2 2 3 2 2 3 2 2 _ 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 2 4 2 2 0 = Equal4ite 38.464 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 ¢ 0 Custom Size 38.131-38.4B3 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 aptasa0 sauag Custom Size 34.131-35.130 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" StandardPmtiew 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�YNN7��''� Custom Size 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 28.131-30,130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ���• �10ENSF'• SMResI 26.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 Z Q': '.•� Equa . 42.464 3 4 1 3 a 1 3 4 1 3 a 2[4t3 2 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, _1's;f No.58705 84" Custom Size 38.131-42463 3 4 1 3 4 1 3 4 1 3 4 2 2 3 4 2 3 4 2 3 4 2 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _ $ Standard Pmdev 34.194'-38.130 4 3 1 4 3 1 4 3 1 4 3 2 2 4 3 2 4 3 2 4 3 2 WINDOW SIZE. _ 0 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. ��0•••. STATE 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 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE :�s '•F!ORIDP••'C, ` 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. 'i''/'1 ••lVAL E11` �` 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN '/ t , PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E. P.E.N 58705 TABLE 7: Anchor Quantities Required for Tp to Tip Width "Through-Frame"Installation 18' 25' 1 33^ 1 3T' 41' 4S' 1 49" 1 53.118' usina Glass Tvpes 8-16 Jamb Jamb J mbamb Ja Jamb Jamb Jamb Jamb K K a' 11 K K m K ¢ III a a: Is 0:Inc ZI Bottom Sash Sash Height m y Z. for Ghen Range Range On) x x '� �25 Desorption TABLE 78: 24' Equal4ite 12.464 1 2 1 1 2 1 1 2 7 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass PRODUCT REVISED Equal4ite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type Description(Listed from Exterior to Interior) as comp)yIng with the Florida 31' Standard Pirr im 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Building Code Shortest 12464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 3/16"AN,.090"SG,3/16"AN NOA-No. 20-0401.11 Equal-lite 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 9 3/16"HS,.090"SG,3/16"HS Expiration Date 08/23/2023 Standard Proview 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 13/16"LIG:1/WAN CAP,AIRSPACE,1/6"HS,.090"SG,1/8"HS 38-318" 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 13/16"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.090"SG,3/16"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:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS Miami-Dade Product Control Shortest 12.464-14.13E 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 21212,2 2 2 2 2 13 13/16"LIG:1/8"TP CAP,AIRSPACE,3/1W AN,.090"SG,3/16"AN A)NO CHANGES THIS Equal-lite 22.964 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 13/16"LIG:3116"AN CAP,AIRSPACE, 1/8"HS,.090"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:3/16"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS _ Standard PmAm 18.594.20.130 2 2 1 2 2 1 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 46' 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 3 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 3 Custom SIM 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 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 212. 2 2 3 2 z 3 2 3 00 Equal-file 24.964 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 22.131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 > C3 '^a8 Standard PmNew 20.194-22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 3 2 2 3 3 O 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 2 2 2 2 3 3 O}r 51 Q 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 7V 0 Custom Size 14.131-18.13E 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O M Z O Shortest 12464.14.13E 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 O Equal4ite 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 Z VJ r x =W 48 Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 U U a .m°i0 o Standard PrWew 20.844-24.13E 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 FW-W 0 Q 'ON m f,0 r 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 W ^ �, 9r40 O Custom Size 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 a 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 3 2 3 Z Z W 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 3 3 2 3 Z LL Shortest 12.464-14.130 3 2 1 3 2 113 2 t 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Q 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 2 tD Custom Sae 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® W _ Standard PmNew 25.794-28.73E 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 N � ~- Custom Sae 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 Z Z Z 1aagS ex Custom Sae 22-131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 z 3 3 3 3 3 3 O rn � Custom Sae 20.131-22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 d Custom Size 18.131.20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 m z W rotw� Custom Sae 18.131-18.13E 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 Shortest 13.194•-76.13E 4 2 1 4 2 1 4 2 t 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 J Z Equal-life 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Q Q Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 apt •asap sauaS Custom Sae 34.131-36.13E 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76' StarMard ProNew 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 \\`11t1Y LYnl7r//// Custom Sae 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 OW.......... Custom Sae 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 1-IGENy�F' Shodest 26.194••28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 J44 2 4 3 3 4 3 3 �•' '.,� Equal-lice 42484 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 2 3 4 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, IJo.56705 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _ 7:- BC' Custom Sae 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 2 4 4 3 Standard PrrnieN 34.194•-38.13E 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 2 4 4 3 4 4 3 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 SIZE. :4: ��� 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 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE i Cis^•:c4OR1D°,.•'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. /////V/ ONaL 10 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.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 OPTION 1 EDGE DISTANCE — DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. ANCHOREDTHROUGH f'" T '1'� EMBEDMENT SEENOTE2,THISSHEET. EMBEDMENT FRAME INTO 2X WOOD �+— 1/4"MAX SHIM 1/4"MAX SHIM —+� �— •--� FRAME OR BUCKSTRIP. I I T SEE NOTE 2,THIS SHEET. I EMBED- I 4 (� SASH VISIBLE 17 EDGE PRODUCT REVISED 11J—MEN EDGE I LIGHT WIDTH DISTANCE as complying with the Florida DISTANCE Building Code 1I4"MAX SHIM ••..tl NOA-No. 20-0401.11 19 Expiration Date 08/23/2023 27 —1 FIXED VISIBLE _— — --L----1 --_1 LIGHT WIDTH By 1 SEE TABLE L NOTE B,FOR Miami-Dade Product Control HEAD TYPE 30 18 A)REVISED ANCHOR TYP.ANCHOR TYPE, 44 TYPE TABLE. FIREVISIBLE EMBEDMENTAND EDGE DISTANCE PER LIGHT SUBSTRATE,SEE 31 5 OR 5B L�J\�T RELGHT TABLE B. TIP TO TIP WIDTH TYP.ANCHO32 EMBEDME �EXTERIOR EDGE DISTAN W _ ^a 45 TYP.ANCHORTYPE, HORIZONTAL SECTION A-A > EMBEDMENT AND EDGE SUBSTRATE,SEE ly o DISTANCE PER SUBSTRATE, TABLE 8. L]N o U 14 SEE TABLE 8. 1/4"MAX.SHIM (9 N atop � O VISIBLE LIGHT FORMULAS: v DADE APPROVED MULLION,FBC J o Z o (SHOWN FOR HI-RISE SILL;SEE 48 55 COMPLIANT ALUMINUMISTEEL FRAMING SHEET 9 FOR STANDARD SILL) Z LL m W o TIP 43 OR STEEL STUD.MAY BE VERTICAL OR LL v u ao ti TO 13 HORIZONTAL.SEE SUBSTRATE WIDTH U U_ odopp TIP 63 USE EITHER 1 PROPERTIES,TABLE 8. @ SASH&FIXED LITE:TIP TO TIP WIDTH-5.12" F Z d• J 9M0 HEIGHT SWEEP LATCH @ o> F_ MIDSPAN OR 2 HEIGHT(EQUAL-LITE) p rn BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73' IF Z Z INSTALLATION 0 SASH HEIGHT(PROVIEW) Z LL VISIBLE OPTION 4 @FIXED LITE:TIP TO TIP HEIGHT2+3.78" O LIGHT ANCHOREDTHROUGH @SASH:TIP TO TIP HEIGHT2-11.93' 2 Z h HEIGHT FRAME INTO METAL ® N W HEIGHT(CUSTOM SASH) J @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3,55" z Z V Ta49 TABLE B: @SASH:SASH HEIGHT-4.60" p y � EXTERIOR Anchor Substrate Min.Edge Min. ~ 2 X Q Distance Embedment Z W o 33 P.T.Southem Pine(SG=0.55) 9116" 1-3/8" NOTES: — Z N 10 #12 Steel, Aluminum,6063-T5 min. 3!8" 0.063" it _ 15 18-8 or 410 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON J g !n OPTIONAL HI-RISE SS Screw A36 Steel 318" 0.063" TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL SILL SHOWN.SEE Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF arilasep selves 1"WEEP 42 SHEET 10 FOR THE WINDOW. NOTCH AT STANDARD SILL. 1/4"410 SS Concrete(min.3.35 ksi) 1" 1J/4" III I I11 I I I I(/! / EACH END Ungrouted CMU,(ASTM G90) 2-12" 1-1/4° 2 MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �� Y LYN I/ 1/4"MAX CreteFlex > �� �pN•......N!N �11, P.T.Southern Pine(SG=0.55) 1" 13/8" 8.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE SHIM Concrete(min.2.85 ksi) 1" 1�/8" CONSIDERED IX INSTALLATIONS.IXWOOD BUCKS ARE OPTIONAL 7��••• LICENSE'•.�(���/ 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS tuitmconUngrouled CMU,(ASTM G90) 2-1/2" 1-1/4" DEPICTED AS 2X ARE 1.12"THICK OR GREATER.IX AND 2X BUCKS _.� No.58705 P.T.Southem Pine(SG=0.55) 1" 1-3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFERNO ANCHORS Concrete(min.3.00 ksi) 1J/16" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ANDREQUIRED IN .. INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR . 3 Z(}FLANGE OR .s Ungrouted CMU,(ASTM G90) 1-112" 1-1/4" ARCHITECT OF RECORD. �O�•. E F Ct✓�\ EQUAL-LEG P.T.Southern Pine(SG 0.55) 1" 1�/8° (�` •.',c/ORIOP.•' \_� FRAME SILLS A MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS ��i S '••••••' G ••• e B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. IIIIs/ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. /IIIIII III%% C)"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE P.Eq 58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 _ _-- ______ SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH f-' - EMBEDMENT FRAME INTO 2X WOOD P=9 EMBEDMENT FRAME OR BUCKSTRIP. 1/4"MAX SHIM 1/4"MAX SHIM —►I SEE NOTE 2,THIS SHEET. d EMBED- I SASH VISIBLE 17 I EDGE PRODUCT REVISED MENT EDGE DISTANCE LIGHT WIDTH as complying with the Florida DISTANCE a Building Code •• 'd NOA-No. 20-0401.11 1/4"MAX SHIM 19 AMIU Expiration Date 08/23/2023 27 L___ _ ____L__J FIXED VISIBLE q SEE TABLE LIGHT WIDTH l I By 3 NOTE B,FOR V Miami-Dade Product Control � 18 HF_AD TYPE 1 30 A)REVISED ANCHOR TYP.ANCHOR TYPE, 44 1 'ji TYPE TABLE. FIXED EMBEDMENTAND •.•a•. - VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE JR-03/11/20 HEIGHT TABLE 8. I 31 5 OR 58 6 •' BUCK WIDTH TYP.ANCHOR TYPE, 32 I EMBEDMENTAND EXTERIOR EDGE DISTANCE PER W 45 TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A > —d EMBEDMENT AND EDGE 10, SUBSTRATE,SEE O 0 DISTANCE PER SUBSTRATE, TABLE 6. ai°0 O 14 SEE TABLE 8. Q VISIBLE LIGHT FORMULAS: (D O n 1/4'MAX.SHIM N 48 55 (SHOWN FOR HI RISE SILL;SEE OJ-1 LU C) SHEET 9 FOR STANDARD SILL) Z LL ' rz BUCK 43 DADE APPROVED MULLION,FBC =W �B 13 COMPLIANT ALUMINUMISTEEL FRAMING WIDTH U U 00 d uM°�0 HEIGHT USE EITHER 1 @SASH&FIXED LITE:BUCK WIDTH-4.12" F Z J ° 63 OR STEEL STUD.MAY BE VERTICAL OR W Q 9Ma SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE HEIGHT(EQUAL-LITE) r 7 v ~ MIDSPAN OR 2 PROPERTIES,TABLE 8. o rn rn BOTTOM LOCKS BUCK HEIGHT/2-3.23" Z Z SASH INSTALLATION 0 HEIGHT(PROVIEWi Z LL. VISIBLE EQUAL OPTION @FIXED LITE:BUCK HEIGHT/2+4.28" Z O LIGHT LEGIBOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" _ F_ 00 HEIGHT FRAME FRAME INTO METAL ® av J U SHOWN HEIGHT(CUSTOM SASH) O1 Ur W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" z Z X ieavS TABLE 6: @SASH:SASH HEIGHT-4.60" EXTERIOR Min.Edge Min. OF 2 W Q Anchor Substrate 7 J o Distance Embedment m Z J o 33 P.T.Southem Pine(SG=0.55) 9/16' 13/8" NOTES: ¢ r- 12 #12 Steel, Aluminum,6063-T5 min. 318" 0.063" it Z _ 15 18-8 or 410 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON ,� C7 N OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.063" TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W SILL SHOWN.SEE Steel Stud,Gr.33 min. 318" 0.045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF alit •°sa0 sauaS 1"WEEP 42 SHEET 10 FOR Concrete(min.3.35 ksi) 1" 11/4° THE WINDOW. NOTCH AT STANDARD SILL. 1/4"410 SS EACH END CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \��� tJY LY(tIN SHIM P.T.Southern Pine(SG=0.55) 1" 13/8" 8.ALL WOOD BUCKS LEGS THAN 1-1/2"THICKARE TO BE � ''1-ENg Concrete(min.2.85 ksi) 1" 1J/8" CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL t' P •.���i 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS _ No.58705 i4 NO ANCHORS P.T.Southern Pine(SG=0.55) 1" 1318" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER REQUIRED IN "+ Concrete(min.3.00 ksi) 1J/16" 1.3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND =-O FLANGE OR a•�, 1/4"Steel Ungrouted CMU,(ASTM C90) 1-1/2" 1-1/4" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR '��` EQUAL-LEG s Ultra + ARCHITECT OF RECORD. %O�•., T} OF FRAME SILLS P.T.SouthernPine(SG=0.55) 1" 1-3/8" (� Pt0RIOI`. N A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS '%SS/ '•••••• �G\� " •• -, <- B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ////ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD, lllllllltt% C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE P.E.058705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE �- EMBEDMENT DISTANCE � a DISTANCE Q EDGE DISTANCE. 1/4"MAX SHIM 114"MAX SHIM PRODUCT REVISED 5 SASH VISIBLE 17 as co 1 Ing with the Florida LIGHT WIDTH Building Code EMBEDMENT NOA-No. 20-0401.11 1g Explrntlon Date OS/23/2023 27 EMBEDMENT 1/4"MAX. FIXED VISIBLE `I By 2 SHIM I LIGHT WIDTH `�I Miami-Dade Product Control 1 0 18 TYP.ANCHOR TYPE, A)NO CHANGES THIS EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, a SHEET. VISIBLE SEE TABLE 9. 44 LIGHT SB JR-03l11/20 HEIGHT I 31 5 OR 5 32 f BUCK WIDTH HORIZONTAL SECTION C-C TYP.EANCHOR\TYPE,, w - onEMBEDMENT 3 •as 45 DISTANCE PER SUBSTRATE,SEE " o DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) O p 14 COMPLIANT ALUMINUMISTEEL FRAMING 1/4"MAX.SHIM (7 N OR STEEL STUD.MAY BE VERTICAL OR O sr O HORIZONTAL.SEE SUBSTRATE -1cr) Z W PROPERTIES,TABLE 9. O-j o o a3 VISIBLE LIGHT FORMULAS: Z LL BUCK 13 (SHOWN FOR STANDARD SILL;SEE U LL HEIGHT 83 USE EITHER 1 SHEETS 7 OR 8 FOR HI-RISE SILL) W_ ro J uxoi0 oN SWEEP LATCH @ #10 OR#12 STEEL WIDTH F-•LUU v -1 MIDSPAN OR 2 46 55 SELF-DRILLING BOTTOM LOCKS SMS(G5),SEE TABLE 9. @SASH 8 FIXED LRE:BUCK WIDTH-4.12" Z Z SASH HEIGHT(EQUAL-LITE) O Z VISIBLE BUCK HEIGHTM-3.23" Z O LL LIGHT INSTALLATION HEIGHT OPTION 7 HEIGHT(PROVIEWI LU LU rn @FIXED LITE:BUCK HEIGHT/2+4.28" ® N J LU ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11AN' O X INTEGRAL FIN INTO METAL Z ioa45 X) HEIGHT(CUSTOM SASH) p CO EXTERIOR 16 STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" F SHOWN.SEE @SASH:SASH HEIGHT-4.60" j Q o 33 PREVIOUS SHEET N T r qp 8 FOR OPTIONAL w W = 1"WEEP HI-RISE SILL. J on NOTCH AT ¢ Z EACH END 1/4"MAX TABLE 9: apl •nsa0 sauas Min.Edge Min. NOTES: SHIM Anchor Substrate Distance Embedment `\111111111II/ 1)USE ONLY SUBSTRATE-APPROPRIATE ��� Ny LYIVN T 2-1/2"x.113"Box Nall P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW \ �O,.. •••.., T 2-1/2"x.131"Common Nall P.T.So hem Pine(SG=0.55) 3/8" 2.438 EMBEDMENT AND EDGE DISTANCE LIMBS.ANY ��•. �10EN�F •.l�� I INSTALLATION OPTION SHOWN MAY BE USED `Z'; •, 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW.TYP.ANCHOR TYPE, No.58705 EMBEDMENT AND EDGE EDGE DISTANCE 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 DISTANCE PER SUBSTRATE, 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO - - P.T.Southern Pine(SG=0.55) 1/2" 1.375 -O - SEE SABLE) #10 Steel Trusshead Screw o REFERRED TO AS DAYLIGHT OPENING)IS ?I EMBEDMENT I3121� �= (SCREW SHOWN) #12 Steel,18.8 or 410 SS 0.125"Aluminum,6063-T5 min. 5/16" 0.125 MEASURED FROM BEADING TO BEADING. O�•. S TE(((tOF ✓��� Screw 0.050"A36 Steel 5/16" 0.05 •.F<oRIOP,•' \_: VERTICAL SECTION D-D 0,045'(18 Ga)Steel Stud,Gr.33 min. 5/16" 0.045 A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. I I I I 11111 A LYNN MILLER,P.E. P.E.#58705 2.560" 3.185" 2.060" 2.848' 2.848" T T .062" 1.125" 2.848" .062" 1] .06z, .082" 2.112" 2.724" 2.724" 2.724" PRODUCT REVISED 1.489" as complying with the Florida .987' -�{ 1.125° Building Code .082" .062" .062" I NOA-No. 2 0-0401.11 Expiration Date08/23/28/231202323 INTEGRAL FIN FRAME INTEGRAL FIN FRAME By 4 tO FLANGE FRAME HEAD O HEAD O EQUAL LEG FRAME HEAD Oa FLANGE FRAME JAMB Os JAMS O EQUAL LEGFRAME JAMB Miami-Dade Product Control A)NO CHANGES THIS 2.799' 2.798° 2.799' --►I SHEET. 2.79B" 2.798" 2.79&' �-� I I JR-03/11/20 Y Q 3.008" > 2.841" 3.466" [341" 3.508" oney 4.133' O o co r::� .062° .082" .062" .062° .062° .062" U N alas Q OM Z Z 0 Zv coo o 1.125" � O7 FLANGE FRAME-SILL eO EQUAL LEG FRAME SILL IO FLANGE FRAME SILL 1.125" 1z EQUAL LEG FRAME F-W Q 00 uua�0 'oN �n a HI-RISE � SILL HI-RISE O> I-- OINTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME Z Z 2.273" �� 11 SILL-HI-RISE c- LL •--�-� 1.300" �JI .120" 2.273" �-� 0 .170" I SILICONE _ HOT-MELT BUTYL ® N W STRUCTURAL STRUCTURAL 3/16"NOM. (9 POLYISOBUTYLENE 174"NOM. Iae4S 2.772" � WITH SILICONE Z Z � •062" DESICCANT 2.217" H702 2.105" FOAM WITH 0 DESCCANT F `� O S 2.160" ,�2. 1.235" QQD 7" EXT.GLASS N Z O o EXT.GLASS t0 � � {� �� - INT.GLASS INT.GLASS X N 1.300" �••+-- 1.300" �-�- �I 1.300" f ¢ W .062 70 KODISPACE 4SG TPS 71 SUPER SPACER®NXT"" alll •asap saua5 ta SASH TOP RAIL 1a FIXED MEETING RAIL is SASH BOTTOM RAIL- 1s HI-RISE SASH BOTTOM RAIL It SASH SIDE RAIL ALUMINUM POLYISOBUTYLENEVINT.GLASS CANT FILL ��-• 1.446" REINFORCEMENT SEAL5116"NOM. ��,.•' LICENSE•.���i� I� 1.522' +{ I •�0" I �{.634" .465" ---�-I -61T -�•I.496" 1 LICONE SEAL �:• •. I I� r I I_1_ ROLL-FORMED -�• No.58705 .62T BUTYL A STAINLESS STEEL .040" DESICCANT .813° .802" ..02" IT.-.802' .802' FOAM - ; EXT.GLASS EXT.GLASS ���••. OF � -� 1.370" .070' .070" .045" .050" -NIe COVERNCHOR1SASH STOP COVER ®IG BEAD zse IG SNAP BEAD za 5/i6"LAMI BEAD z1 7/16"LAMI BEAD ® INT.GIASS 72 DURASEAL SPACER 73 XL EDGE7M SPACER llll I11111 A LYNIJ MILLER,P.E. P.E.#5B705 TABLE 11: "m PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 642001 Head,Flange Alum.6D53-T6 FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-7ffl (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063-T6 a 4 624004 Jamb,Flange Alum.6063-T6 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 4 PRODUCT REVISED 5 624020 Jamb,Integral Fin Alum.6063-T6 51 Building lCodowtth the Florida 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 NOA-No. 20-0401.11 6 1 624031 Jamb,Equal-leg Alum.6063-T6 Expiration Date08/23/2023 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-1752 40 HEAD r 7 624002 Sill,Flange Alum.6063-T6 By a 624018 Sill.Integral Fin Alum.6063-T6 INTERIOR Miami-Dade Product Control 9 624029 Sill,Equal-leg Alum.6063-TB S5 41 10 624003 Sill,Hi-Rise,Flange Alum.6063-T6 JAMB A)ADDED BACKBEDDING, 11 624019 Sill,HI-Rise,Integral Fin Alum.6063-T6 i; UPDATED MATERIAL ; PROP.TABLE. 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 4 14 13 1 624006 Sash Top Rail Alum.6005A-T61 14 624005 Fixed Meeting Ra(I Alum.6005A-T61 INTERIOR JR-03/11/20 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 Iza 16 624068 Sash Bottom Rail Alum.6063-76 JAMB W o Q 17 624007 Sash Side Rail Alum.6063-T6 FIXED MEETING RAIL > o •"aa 18 824051 Head Anchor Cover Alum.6063-76 0 o rU) 19 624015 Sash Stop Alum.6063-TB N woo 0 Q 25A 624009 IG Bead Alum.6063-T5 O 25B 624011 IG Snap Bead Alum.80t33 TS O W o 26 624010 5/16"Lam!Beading Alum-6063-T6 Z tl 27 624026 7/16"Lam!Beading Alum.6063•TB o SASH BOTTOM RAIL 0 d d "Mo 0 30 67P247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH W z co °N 31 6TP248 Glazing Bead,Bulb Vinyl fbr#624009򘖋 Vinyl 4 SIDE 16 0 W '"0 32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL Z ?r Z 33 624049 Bottom Latch(@ Sill) Alum.6063-T6 JAMB 34 Setting Block(1/ X 112"X 41) Neoprene Z 6" 9_.r Q 35A I IG Setting Block(1/8"X 3/4"X 4") Neoprene Q 35B 724014 IG Snap Setting Block Vinyl 17 ® � W W 36 724044 Bottom Rail Weatherstrip Extension rn 37 724053 Sill Gasket Polyethylene Z Z W +aa4S 38 724054 Sash Top Rail Gasket Polyethylene 37 0 (n Z 39 724055 Sash Bottom Rall Gasket Polyethylene j Qo 40 724057 Head Gasket Polyethylene Z .6 r- 2 CD 41 724063 Meeting Rai)Gasket Polyethylene INTERIOR rc : _ 42 61226D Sash Bottom Rai)Bulb Vinyl Polyethylene 39 C m rn 43 Weatherstrip,.270"x.18r',Fin Seal(@ MR) aru •-sari sauss 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Raio 45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail) TABLE 10:MATERIAL PROPERTIES USED .� NY LYNN//�''� 46 \odes Balance with Cover&Trim Rigid Vinyl SILL FOR ANCHORAGE CALCULATIONS: :� �O . .. "�.•'• 1GENS 51 781PS(]X #8 X 1"PH SMS(Assembly) Stainless Steel 51 F Material Min.Fy Min.F" � Q-;• '.�`��! 55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Steel Screw 92 Tsi iO ksi No.58705 63 Alum.Screen with Fiberglass Mesh Varies _ r kI INTERIOR 18-8 Screw 60 ksi 95 ksi 70 - Kommeding Kodispace 4SG TPS 410 Screw 90 ksl 110 ksi ���) 71 - QUanex Super Spacer nXr See Sheet Elm UltmConO 155 ksi 177 ksi �J!' -��(1 :•(V�` 72 - Qua In Duraseal Spacer 10 for 51 1/4"DaWalt U1traCon+G 149 ksi 164 ksi :On TATE OF [4 Materials NOTES: '^•'•.;��OR1DI`. 73 Cardinal XL Edge Spacer 410 SS Elco/Dewatl C eteFlex4 127.4 ksi 189.7 ksi �`SS ...... 74 Dow 791,899,983 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKETAND/OR SEALANT. 808 A36 Steelnum 16 ksl 22 ksi36 ksi 58 ksi /�'� �0NAL 1LC��`� 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 Steel Stud 33 kai 45 ksf A LYNN MILLER,P.E. P.E.#58705 r N CRITERIA DA BUILDING,COVE TM EDmON(2020) LOADS DEAD-- .____WA DE516N CRITERIA PER ASGE I-lb OMPLIFIED►�,HDD) I I ULTIMATE HW SPEW REGION, MPNNOMINAL WW SPEED REGION, MMS FWON WIND BORNE � �_I24 MPH EX nw7 STRUCTURE O BUSING,PITfflafr w120 FT RISK CATEGORY II z INTERNAL PRE95URE OoBT. s Odb EXPOSURE D I0Ia11ML COIPOIENi A CLADDNG PRE88MS P8F IABD) ZDE ff f WTFVE AREA(S,Fr) WALL ELEVATION 0(10 II<20 21<50 510 9 WA +b 93 WA WA FILE COPY 1 Eb ZONE 5 15 WITHIN A DISTANCE OF(a)=b FT FROM BUILDING,CORNERS SCOPE OF WORK I. SCOPE OF WORK IS LIHTW TO THE R0 4 0VAL I RE'LAOEMQtr OF TIE Y-O'x 4'-0'SINGLE RM WINDOW a KITC M 2. THE HINr?OW PAGES WEST I TURILE 6LA55 15 NOT REWRID. STRUCTURAL NOTES I. CONIRAGTOR%ILL VERIFY ALL DIMEN51ON5 IN TIE FIELD AND NOTIFY TIE EJ61NE9R OF ANY DISGREPAWIE5 PRIOR TO CONSTMTIOI 2. ALL WINDOWS AND HARDWARE HST BE DES16NED AND CERTIFIED TO HITHSTAND THE DESIGN HIND PRESSURE OF(+5b/-bO)!SHALL BE IMPACT REISTANr OR PROTECTED WITH IWAGT RESHSTMr GOVERIN5 MATERIAL A9 REQUIR D BY THE FLORIDA R"M6 GODS. I 'OL. 4' 'v FP.T.BUCK AS REWIRW BY DOOR MA WAGTURER O 1/4'111 STAINLESS STEEL TAPCONS INTO 6RaM D MASONRY IN 13/4'EEM TYP. (MIN OF 3 FASTENERS EA 51CO �;�7tiisQtti 670 WINDOW BUCK ATTACHMENT DETAIL (MASONRY) 1.. AALLL WINDOW PERIMETERS SHALL EE WATELT1eHT.PROVIDE AN APPLICABLE APPROVE) N.T.S. q► " �' a_ o . WATERPROOF SEALANT,N GOAT BEFORE INSTALLING,BACKS I N COAT AFTER BUI*INSTALLA110K L • r LIaRD W47ERPROOFIN6 SHALL COMPLY IN AAMA 1I4. ' M 2. USIN155TRUGTURAL WOOD BACK. • _' 'THE MINJKH STRUGTURAL WOOD BUCK 511ALL BE I V2'THIGK ATTACHED TO 6ROLM MASONRY • a"a ' ')OI25I2- -OR CON,IN V �4' STAINLESS STET TAPC*6 AS SHOkK FASTEN WINDOWS TO E= � IN MIN.V4'0 STAINLESS STEEL WOOD SGREIb AS PER NOAP. ` '•�`.-. i+ RQ• A,a-$0� V i FLO ;,� .tt to 1i4. JOB ISSUE DATE: 1 0-22-21 Fr NAME: CASTRO RESIDENCE This drawing and design as shown is ENGINEERING,INC. JOB NO. the property of MIL Engineering.Inc. 4250 N.Al A- UNIT 402 21-072 Reproduction and/or use of this drawing tlgn ting Structural Engineer or any content Therein,without express FT. PIERCE, FLORIDA DRAWN By: TR CHECKED By: ML consent or permission of this company 2030 371h Avenue isprohibited•may constitute an Infringe- o Beach,Florida 32960 mentand may be subject to legal action 2.569.1257 Fax:772,569.404I mLE: WINDOW REPLACEMENT SHEET NO: SK-T OF I SHEET by ML Engineering, Inc. Planning & Development Services Department Building & Regulations Division - -- =-- `--= =- Product Review Affidavit Building Permit# Owners Name Castro Residence Applicant: Vero Glass & Mirror Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows +56/-60 +65/-80 PGT SH-7700A NOA#20-0401.11 13116"LIG See attached NOA Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors 0� French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 �i�9ir�j�e t I have reviewed the above components or cladding and I have approved their use in this structure. These products provider wind loads and forces specified by current code provisions. �.*' � ' ' "• ' M L Engineering, Inc *'' = Name: Signature: Michael A. Lue P.E. 47520 10-22-21 � Y * Design Prof: Cert.No. Date: • `` +} 10/26/2'�,� +. a� '**—F'ONA �t m