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HomeMy WebLinkAboutproducts approval- 0 "UMNT1 � I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov.+economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 O1 f 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. 40�wNOA No. 20-0401.11 MIAMFDADB COUNTY Expiration Date: August 23, 2023 Approval Date: July 30, 2020 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA # 18-0430.06 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 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 04103/18, 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 61h 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. 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 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. E-2 0142IM-- Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 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 04/0VI 8, with revision A dated 03/11 20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07 13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017) and FBC 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. E-3 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3,7.12.13 OR 15 3) FOR MASONRY APPLICATIONS IN MWNI-DADE COUNTY. USE ONLY MIAMI-046DE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1.12' THICK ARE TO BE CONSIDERED I INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SLICK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING 8 FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. S) 1/4- MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300 B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-i/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT THE 16 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18.7835.1 618.7835.2; ELCO ULTRACON NOA OEWALTIELCO CRETEFLEX NOA; DEWALT ULTRACON + NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS 6 ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Pint IRV A• At I nWARI C Q&l. rtnunnrIReTnuC eun �{ WIDTH WIDTH _ _WIDTH �-- TI I T 1 / I x x x x RECTANGULAR WITH EQUAL LITE SASH RADIUS WITH -TOP PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OSTAINNG DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS 17-3/4" MAX. (17-IW BUCK) B, SEE SHEETS 8 6 9 A SEE i SHEETS 8 6 91 / EQUALLY SPACED ANCHORSPER TABLES 8 6 7 t7-13n6" MAX. O.C. 1 'MAX 17-3W MAX. o.c. X I4 EQUALLY SPACED ANCHORS PER TABLES 8 6 7 i 9.12" MAX. (9- MAX. BUCK) I 9.12 MAX. (9" MAX. SUCK) 17.3/iG �tAX. O.C. _ MAX 12.1/18'MAX.O.C. TIP TO _ IP EIGHT - 13�fdAX. O.C. -+�B NOANCHORSATSOL 53-1/8" MAX. TIP TO TIP WIDTH 1' WEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TART F 1 • el 1 ^-- C - .— Glow Type Description (Listed from Exterior to Interior) DID Table p 1 1/8"AN, .090" PVB, 1/8" AN 2 2 13/18' LIG: 1/S' AN CAP, AIRSPACE, 11W AN, OW PVB, IIT AN 2 3 13/16" LNG: 1/6' TP CAP, AIRSPACE, 118" AN, .09T PVB, UB' AN 3 4 lAr HS, 09D' PVB, 1/8' HS 4 5 3/16' AN, .090" PVB, 3116' AN 4 6 13(16" LIG: 3/16" AN CAP, AIRSPACE, 1/8' AN..09V PVB, 11W AN 4 7 13/18" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .OW PVB, 1/8" AN 4 8 3116" AN, .09D' SG, 3/16" AN 5 9 3/16" HS, .097' SG. 3HS" HS 5 10 13 1 LIG: VW AN CAP, AIRSPACE, 1/8" HS,.OW SG, 1/8' HS 5 11 13116" UG: 1/B' AN CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 5 12 13/18' LIG: 1/8' TP CAP, AIRSPACE, 1/8" HS, 090" SG, 1/8" HS 5 13 13/18` LKa. 11 TP CAP, AIRSPACE, 3116' AN, 090' SG, 3/16' AN 5 14 13/18' LNG. 3/16" AN CAP, AIRSPACE, US' HS, 090' SG, 1/8" HS 5 15 13/16" LIG 3/16" TP CAP, AIRSPACE. US- HS, 080' SG, 1/8" HS 5 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE 6 SMALL MISSILE SEE SHEETS 25 IMPACT RESISTANT 52-118" MAX BUCK WIDTH 5' MA)(. O.C. I r 4.11/18' M0.X. Q r10 I I 1 SHEET 10 . SEE SHEET 10F I I/ / MAXr BUCK HEIGHT 5"MAX 1� I / O.C. I C 4-11/18"MAX _y I—',-1' WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 25. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 6 7 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION. SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE. INTEGRAL FIN OR EQUAL LEG/BOX) CODES / STANDARDS USED, SG- KVRARAY SENTRYGLAS' INTERLAYER BY GENERAL NOTES..._,........ ............................. 1 *2017 FLORIDA BUILDING CODE (FBC), 7TH EDITION KURARAY AMERICA, INC PVB a KURARAY TROSIFOL* PVB (NIERLAYER BY ELEVATIONS „.««.,.«...... ............................. ...... 1 *AST FLORIDA BUILDING CODE (FBC), 6TH EDITION KURARAY AMERCA, INC DESIGN PRESSURES / GLAZING DETAILS.... _.. 2� *ANSU E1300-09 FOR WOOD CONSTRUCTION *ALUMINUM AN o ANNEALED HS • HEAT ANCHOR QUANTITIES-_ ........................... _ ..............- .................._.. 5-6 . 7 *ALUMINUM DESIGN MANUAL, ADM-2015 DESIGN M -STRENGTHENED TP-1PERED � INSTALLATION. EQUAL LEG,„......... S *ANSI INSTALLATION. INTEGRAL FIN ...... N,. 9 30 -16 *AISC 808 EXTRUSION PROFILES......... ::............................. 10 ASSEMBLY 6 PARTS LIST_. ................11 PRODUCT REVISED a* corm wNb the Florida BuBdinp NOAaie. 20-0401.11 expbnden Daft08=12023 BY i•..y Miarrd-Deds Product dinNel A) UPDATED TO FBC 8 2020, REVISED ANCHOR TYPE TABLE. JR - 03/11/20 S2 Q W > 0 50 �a 6 0 Y n o700 O w Q 0 N 0,1 to Z p O LL O Z W W U CO FZ V J oN 0ma o>� coO Z Z O F U. O ® W J ZFIN-- 7ooy5 Fn Z t o 0 c9 w g Z 2 Q Lu to olP� scud 1111117111 // �\ .. VICENsl •�((� .In.58705 •.i7 A Q Off'.. TE OF A Gam: N� A'Lt `�� •�• AL Iit PS P,Ee 58705 1) 2) 3) 4) TABLE 2: NOT. GLASS GLASS STACK OBO' PVB tl8• ANNEALED GLASS 1/8' ANNEALED GLASS 30 26 f/2• NOM. EXTERIOR GLASS BITE a 75 34 GLASS TYPE 1 13/18' NOM. I GLASS STACK 080' PVB AIRSPACE VS* ANNEALED 1/8•ANNEALEOGLASS 31 75 ®OR 1/2' NOM. EXTERIOR GLASS BITE a 7a73 R GLASS TYPE 2 DETERMINE THE WINDOW SIZE. UNAFFECTED- � HaiOtSwal Sash Deslgn Pressure • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND MINIMUM SASH HEIGHT FOR FLANGED. RADIUS MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND TIP TO TIP DIMENSIONS 54iowN. FOR INTEGRAL FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOWS WITH THE LOW SILL OPTION ARE LIMITED IS: TIP TO TIP HEIGHT EQUAL LEG WINDOWS TOP WINDOWS IS: TIP EQUAL LEG. RADIUS FIN AND EQUAL -LEG AVAILABLE SIZE WINDOW SIZE IN TO A MAXIMUM - 49.391 IS: BUCK TO TIP TOP WINDOWS WINDOWS, THE TABLE POSITIVE HEIGHT-46.391 HEIGHT - 49.808 IS: BUCK SUBTRACT ABOVE WHICH DESIGN PRESSURE HEIGHT - 48.808 1' FROM THE THE RADIUS OF+85 TIP TO TIP TOP WINDOW PSF NEGATIVE DIMENSION IN THE TABLE TO WILL COMPLETELY FIT WITHIN. DESIGN PRESSURES ARE for Ohen Re18e Epp M) (IbelR1) for Gfees Types 18 2 Tlp to 11D WIOIh 18' 25' 33' 3T 41' 4S 49• At/S 24' Epuet44e 12 d60 +65.0 �00 +65.0 -0f1.0 +850 -0QO +85.0 �0.0 +85.0 �f1.0 +85.0 -MO +85.0 -00.0 +86.0 -80.0 Eprmlits 16.984 +85.0 200 M50 d0.0 +d5.0 410.0 +85.0 -80.0 +85.0 -00.0 +85.0 A0.0 +85.0 4100 +850 410.0 31' Branded PrWaw 12984. 15.983 +85.0 -00.0 +85.0 -80.0 �85.0 4i0 0 +85.0 -00.0 +85.0 -00.0 +85.0 -80.0 +850 410.0 +65.0 -BD.O Shortest 12464. 12983 +BSO -00 0 +85 0 -00.0 +85.0 -00 0 +85.0 410.0 +B8.0 •80.0 +65.0 �0.0 +85.0 -00.0 +85.0 A0.0 EqW-Ills 19.852 +86.0 -000 +860 -000 +65.0 -90.0 +85,0 �0.0 +88.0 �0.0 +85.0 •800 +BSO •90.0 +BGO �0.0 SWMerd PnNew 15.914-19851 +85.0 �0.0 +85.0 �0.0 +85.0 4f0.0 +65.0 If0.0 +65.0 AQO +85.0 4100 +85.0 �0.0 +86.0 �0.0 38318' Casten Sire 15131-15 913 +BS.O 410.0 +860 -00.0 +850 -80.0 +8G0 -00.0 +�.0 -MO +86.0 -0QO +850 -00.0 +85.0 -WO Casten Size 14.131 -15130 +85.0 �0.0 +fi5 0 -00.0 +85.0 -80.0 +85.0 -80.0 +85.0 •80.0 +85.0 •800 +650 -00.0 +850 A0.0 SMrOest 12484 - 14.130 +85.0 4q.0 +85.0 -00.0 +85.0 •80.0 +85.0 �0.0 +85.0 �0.0 +65.0 -00.0 +65.0 �0.0 +86.0 •80.0 Ewd4te zz9e4 +ss.o goo +s5.o 4mo +9so 4l0.0 +5so 4a.o +eso eo.o .ss.o 4w.o .ss.o ao,o +es.o �o.o Custom Size 20.131 � 22883 +850 �0.0 +85.0 -80.0 +8G0 �0.0 +85.0 -00.0 +85.0 4)0.0 +88.0 -00.0 +85.0 4)D.0 +86.0 A0.0 Blended Prp�iew 18.594-20.190 +BS.O �0.0 +85.0 4)0.0 +85.0 -00.0 M8.0 410.0 +85.0 -00.0 +85.0 -800 +BBO a0.0 +e8.0 -80.0 4S Q4tNn1 Size 18.191 -18693 +85.0 410.0 +&S.0 -0QO +86.0 �0.0 +850 d0.0 +85.0 -00.0 +89.0 -00.0 +65.0 �0.0 +85.0 20.0 cuetan size 18131.1B13o +ss.o �O.o +55.0 •90.0 +eso 410.0 +es.o ao.o +95.o ao.o +e5.o �o.o +e5.o ao.o +es.o •so.o CwMn Size 14.131 • iS130 +BSO 410.0 +86.0 -8Q0 +86.0 J10.0 +85.0 -00.0 +850 �0.0 +850 -00.0 +85.0 410.0 +65.0 -00.0 shodest 12484• u 130 +9s.o 410.0 +e5.o -eo.o +86.0 �O.o +e5.o a0.o +85.0 4)O.o +86.0 •eo.o +e5.o -eo.o +85.0 -0o.o Eprel-Gte 24.984 +es.o ao.o +85.o ao.o *85.0 4f0.o .tt.o ao.o *65.0 4l0.0 +s5.o �o.o +65.0 -0o.o +es.o •eo.o Custom Size 22131 - 24 B83 +88.0 4l0.0 +85.0 -000 +85.0 -80.0 +85.0 �0.0 +85.0 A0.0 +85.0 �0.0 +85.0 410.0 +65.0 -80.0 Surd Pmbw 20.194.22130 +BSO •80.0 +85.0 -00.0 +850 •80.0 +85.0 -80.0 +85.0 -00.0 +85.0 -00.0 *85.0 -00.0 +85.0 •80.0 49` Custom Size 18.131- 20.193 +65.0 410 0 +86.0 •80.0 +85.0 4)0.0 +65 0 A0.0 +85.0 J)0.0 +65.0 •80.0 +66.0 •80.0 +65.0 A0.0 lUelan Slip 16.131 -1&t30 +86.0 -80.0 +66.0 -800 +85.0 410.0 +85.0 20.0 +850 4)0.0 +86.0 •80.0 +BSO �0.0 +65.0 -0(1,0 Custom Ske 11.131.18130 *85.0 4q.0 +85.0 -800 +BSO �0.0 +�.0 410.0 +85.0 A0.0 +85.0 4X1.0 +86.0 410.0 +85.0 •77 8 Shortest 12480-7419D +85.0 �00 +85.0 -80.0 +660 •80.0 +86.0 -80.0 +65.0 •80.0 A0.0 +85.0 410.0 +65.0 751 EOICFIee 25.777 +BS.O -00.0 .85.0 •800 +85.0 �00 +85.0 -00.0 +850 �0.0 -80.0 +85.0 A0.0 +85.0 4p0 e• Custom Size 24.737-25.778 *86.0 �0.0 +85.0 •800 +85.0 +85.0 -800 +850 4100 -00.0 +86.0 -00.0 +85.0 -000 I' Stelded Prodex 20.BN - 3t 130 +BS.O 4I0.0 +86.0 410.0 +85.0 +%.0 -80.0 +8504X1.080.0+65.0-80.0+BSOI0.0 Ate,Custom Ske 20.137 - 28813 +860 �00 +860 �00 +660 +660 -BDO +BSO 4100 14'� 4f0.0 +85.0 410.0 +85.0 J10.0QlstomSlse 1&13120130 +850 4100 +860 •80.0 +86.0 t.8-0.0- +860 -000 +85.0 JI0.0 4X1.0 +860 •80.0 +85.0 -800Custom Size 16.131.18.130+85.0-800 +85.0-800 +86.0 +660 -00.0 +850 •80.0 -80.0 +85.0 4X10 +850 -778Q1800rn Slza 14.131-18.130 +85.0 JI0.085.0 •800 +65.0+85.0-80.0+BSO�0 4X10 +65.0 •80.0 +65.0 •76.7 Shatmt 124ti4-14.130 +85.0 4100 +85,0 -0QO86.0 +�.0 �0.0 +86.0 �00 •800 +85.0 4I00 +85.0 •739 E�Hile 31.981 +85.0 4I0.0 +85.0 A0.0 +85.0 4N),0 +85.0 -80.0 +85.0 •80.0 +88.0 -00.0 +85.0 A0.0 +85.0 -800 Custom Size 28.131-31.983 +85.0 41Q0 +85.0 A0.0 •86.0 JI0.0 +85.0 -80.0 +65.0 410.0 +810 -80.0 +BSO d0.0 +860 778 srolmrdPlwe.• 25.794-28190 +85.0 410.0 +%.o -800 +83.0 410.0 +65.0 -0O.o +85o ao.o +86.o AO.o +ss.o �O.o +65.0 •73.9 Custom Size 24.131 25.793 +86.0 -00.0 +86.0 J)0.0 +86.0 410.0 +85.0 -00.0 +85.0 410.0 +85.0 4q.0 +85.0 410.0 +85.0 •727 63' C.>akm Sire 22131 2l 130 -00.0 +86.0 A0.0 +860 60.0 +86.0 -800 +85.0 �0.0 +850 -00.0 +85.0 -78.8 +85.0 -70.5 QOlom Size 20131- 22130 +85.0 -00.0 +855.0 �0.0 +85.0 -00.0 +BGO -000 +85.0 -80.0 +85.0 �0.0 +BSO -77 7 +86.0 41&4 Custom Blsa 18.131 • 2A130 +85.0 4)0.0 +86.0 •800 +8Q0 �00 +85.0 -80.0 +850 4X1.0 +66.0 -80.0 +86.0 -75.4 +850 4%.5 QeoomSlze 18.131.18130 +85.0 -00.0 +85.0 •800 +850 If0.0 +8G0 -00.0 +86.0 •80.0 +850 -771 .85.0 •73.8 +847 $47 Shortest 13.184•-78.130 +85.0 4lQO +86.0 -80.0 +e6.0 �0.0 +86.0 •80.0 +86.0 7ti.9 +850 718 +tJ5.0 -0&2 +823 ffi9 Ertel-INe 3&480 +85.0 �0.0 +96.0 -MO +85.0 A0.0 +86.0 -90.0 +85.0 �0.0 +86.0 �0.0 +86.0 •80.0 +65.0 -73.9 Custom 6ize 38.131-38.483 +85.0 �0.0 +65.0 �0.0 +810 A0.0 +66.0 �0.0 +85.0 �0.0 +85.0 �0.0 +85.0 •79,8 +86.0 -718 Casten Size 34.131 •38130 +65.0 -80.0 +86.0 -0QO +850 A0.0 +8G0 -00.0 +�.0 �00 +85.0 -00.0 +86.0 -77 8 +86,0 -09.4 78• Stsnderd Prodew 30.886-3/. t30 +85.0 •80.0 +85.0 •80.0 +85.0 J30.0 +86.0 �0.0 +85.0 -011.0 +86.0 -80.0 +85.0 -75.4 +85.0 -08.5 Custom Sea 30.131.309A0 +85.0 •80,0 +fi5.0 -80.0 +850 �0.0 +86.0 -0D.0 +850 �0.0 +88.0 -789 +�.0 74.8 +85,0 45.8 Custom Size 28.137 - 30.130 +85.0 410.0 +65.0 -800 +850 �0.0 +810 A0.0 +85.0 79.1 +BGO -76.3 +%.0 J19 +838 638 Shortest 28.194•-28730 +65.0 �0.0 +66.0 -800 +850 -00.0 +BSO -00.0 +85.0 -75.8 +85.0 -718 +86.0 4182 +G23 ffi3 EquA-lire 424M +85.0 -00.0 +85.0 -000 +BSO �0.0 +8G0 �0.0 +85.0 -00.0 +66.0 -80.0 +65.0 -779 +85.0 �9.4 e4' Casten Size 38.191 •42489 +85.0 -00.0 +85.0 -8Q0 +880 �0.0 *850 •80.0 +85.0 -80.0 +880 -789 +85.0 -74.8 +65.0 4%.6 67elded ProMew 34.194• - 38.130 +86.0 410.0 +%.0 -80.0 +65.0 410.0 +85.0 •80.0 +85.0 71 8 +86.0 88.2 +823 ffi9 PRODUCT REVISED Plyltlg wfM o_ YY�n1 Q Nn D � 5 y 4j0Q � Q U. N O� O Z O •-I n LL W ' O n F Z Q W J O � Z Z � nl 1, �, rtlr�,r • �'4 '`C+. • fir.•,.;;='%� P:0 55705 '., "ANAL S�\`� ///I/II I11111� A LYNN MILLER RE P E058705 TARI R 1 Bottom t h Onedpfor Ghen Raps Sah HWO RwVe (M) Design Pressure pbsNe) for Glass Type 3 70 to To Width 18' 2S 33' 3T 41' 4V 48' 53.1M 24' EgAHIN 12454 +65.0 .80.0 +6&0 -60.0 .6&0 1 -60.0 +6&0 W.0 +e&O -6&0 +65.0 -W.0 +BS.o 1 41110 +6&0 1 -SOO EquW48e 15.964 +85.0 -80.0 1 +no .80.0 +65.0 1 -W.0 +6&0 -80.0 +88.0 4nO +65.0 1 -800 +65.0 -80.0 +6&0 410.0 31" SterWerd Pro4ew 12984-15.983 +85.0 -00.0 +8&0 -00.0 +65.0 -00.0 +6&0 -80.0 +6&0 no +6&o no +6&0 40.0 +6&0 .80.0 Shorted IZ464.11923 +8&O -80.0 +65,0 -SOO +65,0 -00.0 44&0 .80.0 +85.0 no +65.0 -80.0 +65.0 -00.0 +8&o -SOO EguN-ae 11652 +S&O -80.0 4e&O -80.0 +86.0 -8D.0 +6&0 -00.0 +6&0 410.0 +S&O -MO +8&0 -80.0 +S&O -no StvdeN PrWen 15.941-19.851 +65.0 -00.0 +8&O 4nO +66.0 -80.0 +4&0 -K0 +6&0 .80.0 .0.0 -00.0 +65.0 .80.0 +6&0 4100 384C Custm Size 15.131-1&943 +65.0 .80.0 +85.0 -80.0 +66.0 -00.0 *65.0 -810 +6&0 -80.0 +65.0 -810 +6&0 -00.0 +6&0 •80.0 custom Size 14.131-1fl- -80.0 +6&0 -80.0 .6&0 46.0 +6&0 4QO +KO -no +6&0 -W.O +6&0 -80.0 +6&0 -no Shwhsst 12464-1.0 410.0 +65.0 -00.0 +6&0 -80.0 +4&0 -00.0 +6&9 -00.0 +6&O -816 +8&O .80.0 +6&O 430.0 EgoFOte 22950 -no +S&O -800 +8&0 -00.0 +6&0 •80.0 +85.0 -no +f.o -0Do +6&0 -00.0 +65.0 -010 Custom Sim 20.131-20 -0o.0 +6&0 -00.0 +65.0 - -60.0 +85.0 -00.0 +8&O -80.0 +650 .800 +85.0 -00.0 +65.0 -80.0 Stendmd Pmkw 1&594-20 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -00.0 +65.0 -000 +65.0 -80.0 445.0 -00.0 +66.0 -WO 45" Custom Size 16.131-1.0 -60.0 4W.0 -80.0 +6&0 -00.o +B&O -00.0 +8&0 -W.0 +65.0 -00.0 +850 -00.0 +6&O -00.0 Cuetahl Ste 1& 131-1.0 -00.0 +6&0 -WO +65.0 -80.0 +65.0 -00.0 +6&0 -80.0 +65.0 -WO +65.0 4100 +65.0 -80.0 Custom Slur 14.131-1.0 -80.0 +65.0 20.0 +6&0 -00.0 +65.0 .80.0 +6&0 -80.0 +85.0 -W.0 +650 -00.0 +650 4100 Shortest 11464.14.130 +65.0 -80.0 +6&0 -no +6&0 -80.0 +8&0 W..0 46&0 KO +85.0 -WO +65.0 .80.0 +S&O 4I0.0 EgAl-te 24.W4 +65.0 -80.0 +65.0 410.0 +65.0 -BO.O +85.0 -00.0 +$&0 -80.0 •650 460 +85.0 -MO +66.0 -80.0 Custom Sim 22.131-24.963 +S&O 4.0 +6&0 -0QO +65.0 -80.0 +86.0 -00.0 •S&O .80.0 +85.0 -80.0 +86.0 -0QO +69.0 -800 Stardwd Pm"w 20.194-2213D +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +6&0 -0&0 +6&0 -80.0 +65.0 410.0 +&SO 410.0 49" Custom Sore 18.131-20.193 466.0 -80.0 +8&O -00.0 +65.0 -80.0 +65.0 -80.0 +56.0 -900 'WO -80.0 'W-O -80.0 +65.0 410.0 a-z Sim 16.131-18.130 +6&0 -WO +S&O -MO +8&0 -80.0 +65.0 -W.0 +8&0 -KO +65.0 -90.0 +W.0 -00.0 +W.0 -KO Custom Sum 14.131-15.130 +KO -M.0 +8&0 -00.0 +8&0 -0O.o +65.0 -80.0 +6&0 -00.0 +65.0 .00.0 +65.0 -00.0 +65.0 -WO Shortest EgIeHBe 12464-11.130 2&T77 +S&O +6&0 -00.0 -00.0 +S&O +6&0 -810 -80.0 +6&0 +65.0 .80.0 -80.0 +650 +85.0 410.0 -W.0 +S&O +6&0 -010 -W.0 +65.0 +S&O -WO -00.0 +65.0 +650 -00.0 -8&0 +65.0 +G&O -80.0 .80.0 �y CusWm Size 24.131-25.77E +65.0 -00.0 +6&0 -00.0 +85.0 -80.0 +6&0 -80.0 +8&O -WO +6&0 -80.0 +65.0 -00.0 +6&0 410.0 c SteMeld Prodew 20.8"-24.130 +65.0 -00.0 +6&0 -WO +86.0 410.0 +8&0 ao.O +6&O -800 +8&0 -W.0 +8&O KO +6&0 -Mo 0, ww Custom Sim_ 20.131-2Q843 +65.0 -00.0 +65.0 -00.0 +86.0 -80.0 +65.0 -00.0 +6&0 •80.0 +B6.0 -00.0 +85.0 -W.0 +6&0 -80.0 Custom Size 1&131-20.130 +65.0 •800 +8&O -00.0 +85.0 -W.0 +65.0 -00.0 +6&0 -00.0 +8&O -80.0 +65.0 .80.0 .65.0 -00.0 Custom Size 16.131-18.130 +55.0 4)0.0 .8&0 .80.0 +85.0 .80.0 +".0 -80.0 9-5 so +8&O -800 +650 -00.0 +6&0 -80.0 Custom Sim 14.131-16.130 +6&O -00.0 +6&0 41&0 +85.0 -80.0 +85.0 .80.0 +65.0 410.0 +65.0 .80.0 +66.0 -800 -no 4I0.0 Shortest 12484-14.130 +6&0 -0&0 +65.0 ;no +S&O -00.0 +85.0 .80.0 +S&O -800 +65.0 .80.0 +85.0 -80.0 +S&O .80.0 Egal4te 31.9S4 +66.0 -0QO +6&0 -00.0 +85.0 .00.0 +85.0 -80.0 +6&0 -800 +850 -80.0 +65.0 -80.0 +S&O -80.0 Custom Size 2&131-31.983 +8&0 4100 +S&0 -00.0 +6&0 41 .0 +65.0 4aO +6&0 -910 +6&0 -00.0 +65.0 -MO +S&O -80.0 Slnzlaro PrWew 25.784-28.130 +55.0 -00.0 +65.0 .80.0 +85.0 -80.0 +85.0 -80.0 +6&0 -800 +6&0 -80.0 +6&0 -80.0 +e&o -00.0 Custom Sim 24.131.2&793 +65.0 -00.0 +6&6 -KO +65.0 -W.0 +65.0 -80.0 46.0 -80.0 +65.0 -910 +6&0 -80.0 +6&0 -80.0 ST.0 ST Custom Size 22131-24.130 +65.0 -80.0 +65.0 -0O.0 +W.O -00.0 +65.0 410.0 +6&0 -80.0 +65.0 -80.0 +65.0 -W.0 +55.0 -00.0 Custom Sim 20.131-22.130 +56.0 -8D.0 1 +6&0 -KO +65.0 -80.0 +65.0 -80.0 +85.0 -00.0 +65.0 40.0 +65.0 -00.0 +66.0 -7&0 Custom Sloe 18.131- 20.130 +65.0 410.0 : +6&0 4910 +65.0 -80.0 +85.0 -00.0 +65.0 -80.0 +65.0 -00.0 +65.0 -00.0 +65.0 -75.8 Custom Soe 1&131-18.130 +65.0 -80.0 +S&O -80.0 +65.D -00.0 +55.0 41MO .8&0 1 -010 +65.0 .80.0 .6&0 40.0 .85.0 j -7&8 So I 1&1w-1&130 +6&0 -80.0 +6&0 -no +85.0 -00.0 +6&0 40.0 +6&0 -800 +65.0 1 .80.0 +85.0 -77.7 +65.0 1 -71.0 EgtN-me 3&454 +S&0 -00.0 +6&0 -80.0 +65.0 -00.0 +65.0 -00.0 +85.0 -MO +65.0 1 -80.0 +6&0 1 -0&0 +65.0 -M.0 Custom Sim 35.131.3&453 +65.0 -00.0 +6&0 -8oO +85.0 410.0 +S&O -00.0 +8&0 20.0 +85.0 1 40.0 +65.0 4I0.0 +8&0 -no Custom Sim 34.131-36.130 +65.0 -0D.0 +8&0 -00.0 +B5.0 ao.0 +55.0 -00.0 +6&0 -010 +65.0 1 -80.0 +65.0 -W.0 +65.0 -79.1 78' SIAMINd Pm4ew 30.994 - 34.130 +65.0 -00.0 +65.0 -80.0 -65.0 -80.0 +65.0 -SOO +65.0 -80.0 +65.0 -Bo.O +85.0 -KO +65.0 .75.8 Custom Size 30.131-30.993 +65.0 410.0 +65.0 -8Q0 +65.0 -W.0 .6&0 -800 4e&O -MO +S&O -WO +65.0 -00.0 +65.0 -74.8 CuNomSize 20.131 - 30.130 +65.0 .80.0 +65.0 -no +6&O -80.0 +8&0 .00.0 +85.0 -no +8&O -00.0 +65.0 -80.0 +65.0 .777 Shortest 26.19C-21L130 +85.0 410.0 +w.i -0 -o +G.0 4oO +85.0 -800 +85.0 -810 +66.0 -000 +65.0 -777 +650 •710 C-guel-0te 42481 +55.0 4q.0 +9.0 -000 +85.0 -000 *660 •800 +65.0 -BOO +65.0 -00.0 +85.0 -00.0 Be custom Sim 38.131-4240 +65.0 -0O.D +8&0 -k +55.0 -BDO +650 -800 +8&0 0 +85.0 -80.0 +65.0 41&0 +650 -748 Standard Pmlew 34.194" • 38.13D +65.0 -80.0 +S&0 -WO •8&O -80.0 +6&0 -80.0 +85.0 -00.0 +65.0 -80.0 +65.0 T/7 ' MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49391 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 -49AOS MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS! SUCK HEIGHT 48.808 13/18' MOM. GLASS STACK O90" PVB AIRSPACE 118"TEMPERED GLASS 1/8' ANNEALED GLASS 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 SUE. 2) FOR SUES 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 WALL COMPLETELY FIT WITHIN 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • PER till GLASS TYPE 3 PRODUCT REVISED a• 1vIM tAo F1eAds Duilding s NOA-No, 20411401.11 Exphstlon Dete08/23/2023 BY Mlattll-Dade Product Control A) NO CHANGES THIS SHEET. F s d! JR - 03/11/20 .... L.... :\o i ri S i;SE OF (V; A LYNN WLLER, P.E. P Ee 58705 TART F 4 Design Pressure (bw t) for GIs56 Typos 4.7 Soft. Snh D W l r GKon P4W Stan Htl9N Ram (in) T✓D r. TIP 53-1/6' 2-r EgUe140e 12484 46&0 70 31- EgAkite 1& 4 +86.0 -800 Sts4sd PMW6w 12.M-1&963 465.0 .80.0 StOneat 12454 -12995 +6&o .00.0 3"m Egwlft 19.80 +65.0 -Ilao SU44sd Pw148w ''5.0 4 - IQ651 +65.0 -80.0 QYtotn Sin •&131-15.243 +e3A 410.0 O4t= Sze -4.131 - IS. TWO +e3.0 4I0.0 Shortest 12464-14.130 40.0 4Wo 4S EgAl-ft 22.954 +65.0 -mo ODiansiz 20.131-22963 +85.0 41a0 Slatdsd PMkftw '&6N-20.130 +66.0 410.0 Cuetan SM 16.1S1 -1&= +8&0 .80.0 Os1an Sire 15.131-16.130 40.0 .81)o Ostanst* 14.131-1&130 +8&0 41D.0 ShXIW 12464. 14130 485.0 ao.o 4P EgiW01e 24.964 +66.0 -40.0 Cation SW 22.131 - 24.953 466.0 1 40,0 Sts4sd PM%Wm 20.194 - 22.130 +65.0 410.0 O stwn Size 18.131- 20.193 4e&O -00.0 Qntom Size te.131 -1&130 +s&O .00.0 Oat0M She 14.131 - 1.130 +W.0 4q.0 SIgn65t 12.464-14.130 +5&0 410.0 p 8 EgAI4ft 2&777 +85.0 410.0 Osten Sin 24 131-25.77e +6&0 40.0 Stsudsd PMiew 20.9M-24.130 486.0 40.0 H so-sfr Qat M She 20.131 -20.643 +e&0 480.0 Osten SM 18.131 -20.130 +MO -no 4>tlamm SM 1e131-18.130 465.0 -00.0 Mt4m Shs /4,131-10.130 +65.0 1 4Wo Shortest 12464 -14130 +66 0 1 4I0.0 EqueNib 31984 466.0 410.0 0mW- SM 28.131.31985 486.0 .80.0 SteI10e4 PM96W 25.794. 21L130 465.0 40.0 Oman Sin 24131.2&793 +65.0 4I0.0 6r CW= Size 22131-2/.130 +65.0 460.0 Orlon Site 20.131 -22130 465.0 aOo Ostom SM 18.131 .2a 130 +65.0 490 (.11etom SM 18531 . W 130 465.0 410.0 '. Shotest 1&194'-16.130 465.0 1 410.0 Equ,"ie 38.484 +65.0 410.0 Oatom Sin 36.131 •3&4&1 +65.0 410.0 OSISII Size 34.131.3&130 +65.0 Ao.0 70' tBndsd SPWVAW 30.-W4. 130 +6&0 410.o CustOM SM 30.131-30.903 46&O .00.0 Ostom She 26.131 -30.130 +8&0 -00.0 Shortest 28.194' - 28.130 +Wo A0.0 et EgAHfte 42404 +66.0 -W.0 Custom SM 3e.131-.463 +es.0 40.0 Sler4ad Pt - 51194'-3e42.t30 +6&0 4q,0 �- S/18' NOM. GLASS STACK O• P� 1/8' HS GLASS =LASS 26 1R' NOW GLASS SITE 74 34 GLASS TYPE 4 7/16' NOM. I GLASS STACK .�, 3/18' AN GLASS PVD- 30 3n6',4�'1 GLASS n �■L 1/2' NOM. mmGLASS Sn 74 34 GLASS TYPE 5 M10M. GLASS GLASS STACK PVB AIRSPACE 3118' AN G 1/8' AN GLASS 11 74 tW NOM. GLASS BITE 7673 GLASS TYPE 6 13/16' NOM. GLASS STACK AIRSPACE 090'PVB 1/18' TP G IIW AN GLASS 31 q E GLASS TYPE 7 TARLF S DeeIan Pressure for Glass Ty 5-15 BOOM sub Description for CWM ROW Sash H1v4 Repo m) I nD1MAh 2N EqueNee 12484 1440.0 -110.0 31- EQAI- to Stv4ud PIO4 w /5.961 12094 15.963 +80,0 +60.0 410.0 -110.0 Stloubst 12484 12993 +W.0 .11a0 3"S' EOL04ft S1a4so PuoJew1 /9 W2 15.944.19 861 +90.0 400.0 .110.0 -110.0 Qntom SW 1&131-16.943 +60.0 110.0 Custom Stir 14.131 -15130 +80.0 -110.0 ShMW I 12454-14130 +80.0 110.0 45' EqutlOb 22.964 +80.0 -110.0 Custan SM Sla411fid ProJ4w 20.131 •22.00 18.594-20.130 +W.0 7 O 410.0 -100.0 Qstom Sin /8.131 18.50 +000 •110.0 Qstom size 15.131 16130 +00 0 410.0 WetOm She 14.131 -1&130 +00.0 110.0 Shonesl 12.464 14130 +80.0 -110.0 4V Epua48e 24 964 +wo -110.0 CtAtXn She Shr4sd P4Wew 22.131 - 24 OW 20.194-22.130 +00.0 +80.0 -110.0 n10.0 OOIOm Stir 1&131.28,193 +00.0 •110.0 Ostom She 1&131-18.130 +80.0 -"0.0 OnMtn Size 14.131 - 10.130 +80.0 410.0 ShcrtW 12.464 -14 130 +SDA 1 -110.0 F@ $06V Equn408 2&777 +80.0 -110.0 CUStOm Sin Ster4sd PmJew 24.131- 25.776 20.8M-24.113D +00.0 +00.0 .110.0 -1/0.0 CUM- Sin 20.131-20.843 +$D.o 410.0 OstOM SiZe 18.131-20.130 +60.0 -110.0 OstOM SM 16.131-18.130 +SDA 410.0 Qstan 3M M.131-18.130 +60.0 -110.0 $hottes4 12,464.14.130 +W0 -110.0 or EquWke 1 31904 +60.0 1 -110.0 OSWIn Sin StenOsd PfWW 28.131.31AW 25-794.20.130 +80.0 +810 -110.0 410.0 Osten She 24.131.25.793 +80.0 •110.0 CuetOm Sin 22131- 24.130 +60.0 -110.0 Cuetan SM 20.131-22.130 +1110,0 410.0 Custom Sin 18.131-20.130 480.0 •110.0 ; Custom Sin 18.131-18.130 +00.0 .110.0 Shotest 1&194'-16.130 +80.0 410.0 Equ9148e 36.461 +010 410.0 7W Ostom SM 36.131-35.463 +60.0 1 -110.0 DWI=SW SteMsd PMQW. 34.131-35.130 30.9101-34.130 -sort +80.0 -110.0 410.0 Osten Site 30.131 -30.993 +80,0 •110.0 041om Size 28.131- 30.130 +80.0 410.0 Sja 4 20.194--28.130 +8a0 -110.0 84' Equs4he 42461 401.0 -110,0 OutOtnSM 3&13,-42403 m.0 110.0 sts4sd PMIW 34,1 W - 38.130 +eo.0 410.0 • MINIMUM -ASH HFJGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: SUCK 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- 48.13M • 31116-AN GLASS >0 3/Is' GLASS 2e 12' NOM, GLASS SITE 14 st GLASS TYPE 8 GLASS STACK 090' SG 1/8'ANG /8'HS GLASS 31 74 I1r NOM GLASS SITE 747J GLASS TYPE 10 NOM. S STACK GLASS AI*,:� G 1/8' TP M. ITE .73 2 2 G ASS NOM. GLASS STACK O90'SG AIRSPACE H9'AN 1I8'HS GLASS 31 74 t2 NOM, GLASS BRE 7473 GLASS TYPE 14 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 Ste. 2) FOR SIZES NOT SHOWN, ROUND L„ P-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 FTT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXWUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. GLASS O*31 t10' S.? . TE LASS TYPE 9 �F 13/18' IIOM. GLASS STACK AIRSPACE 090'SG 1/8' AN GLASS 3/16- AN GLASS 11 71 /! NOM. GLASS BITE 74TJ GLASS TYPE 11 FF 13/18' 140M. GLASS STACK AIRSPACE O90'SG WAr TP GLASS 31110' AN GLASS 31 74 aF VY NOM. sm GLASS SITE GOR7473 GLASS TYPE 13 J BIAS' NOM. GLASS STACK Ow $G AIRSPACE 3MC TP /8' HS GLASS 11 74 1R' NOM. mpg GLASS SITE a 7473 GLASS TYPE 15 AN -ANNEALED TPl-TEMPERED KS- HEAT STRENGTHENED PRODUCT REVISED as eemPLylnR wIM Me FW046 Bu1Td111S C6Q� NOA-111116. 20-0401.11 Expiration Daa08/2312023 aw ) m A) NO CHANGES THIS j SHEET. JR - 031111M W co Y Q > a o � y •4oy Ln Q L) C,4 fA Z C g Z LL LU g W o e U F Z W .. o> Q )90 oZ� z O ® B W J = WQ Z S m Q I Q NY1 a4s0 au45 LY1V/y r1��•' 1-tCENGF y(��� 1It f No 58705 o0 TC F �. S'ONAL A LYNN MILLER, P.E. _ _ P.E056706 Teal c a Anchor Quantities Required for "Through -Frame" Installation ustino Glean Tv 1-7 no to nv OWd01 18' 2V 33 37 1 41- 46* 4V 53.1/8 Jamb i .Iamb az Jamb jamb z ism D Jamb sfgi JambBottom JomD SWI Sash Newt gas 24- EgusWto 12464 1 2 1 1 211 112 1 1 2 2 1 2 2 112 2 1 2 2 1 2 2 EguN4ite Is.%, 1 2 1 1 211 112 1 1 2 2 1 2 2 1 2 2 1 2 2 112 2 31" Startled PM40- 12994.15.963 2 2 1 2 2 1 212 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Shateel 12454.17-9 33 2 2 1 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 EquW4M 19.852 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Pm lev 15.944-19.651 z 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38B/S 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 Custom Spa 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12464.14130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 EqueWte 27.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 21 2 Custom Size 20.131 -22-963 21 21 112 21 ll2_21 1121 2 2 2 2 2 2 21 2 2 21 2121 2 2 Standard Pro4ee 18.594 - 20.130 2 21 112 21 1 2 2 1 21 2 2 21 2 2 2 21 2 2 21 2 2 2 2 45' Custom Size 10.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15.131 -1&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 Sure 14.131 - 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 EguWite 24.981 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 She 22.131 - 2C983 2 2 1 2 2 1 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Pno4ew 20.194. 22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 49' Custom She 18.131 - M193 2 2 1 2 2 1 2 2 112 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Qulom Size 18.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 312 2 3 2 2 3 2 2 Custom Size 14.131 -16130 3 2 1 3 2 1 3 2 1131 2 213 2 2 3 2 2 3 2 2 3 2 2 Shortest 12464 - 14 130 3 2 1 3 2 1 3 2 1131 2 2 3 2 2 3 2 2 3 2 2 3 2 2 EgAMe 26.777 212 1 2 2 1 2 2 1 2 2 2 2 2 2 212 2 2 2 2 2 2 2 F Custom See 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 c Blooded R 4ew 20.844 24130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 21212 2 2 2 2 F 503r8' Custom Size 20.131 .20543 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2121 2 2 2 2 2 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 Custom She 16.131 1&13D 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14131 - 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 Shortest 17-464-14130 3 2 1 3 2 1 3 2 1 3 2 2.3 2 2 3 2 2 3 2 2 3 2 2 Equd4Me 31984 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Site 28.131- 31 983 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard Prollew 25.794 - 26. t30 3 2 1 3 2 11111 2 2 3 2 2 3 2 2 3 2 2 3 3 2 Custom Size 24.131 -2&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 ST 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 Custom Sim 20.131 -22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 312, 2 Custom Sim 18.131-20.130 3 2 1 3 2 1 3 2 1 3 111 2 2 3 2 2 3 2 2 3 2 2 Custom Size 16.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 21 2 3 2 2 Shortest 13.194• 16.130 4 2 1.4 2 1 4 2 1 4 2 214 2 2 4 2 2 4 2 2 4 2 2 EquaNite 3 '464 3 3 1 3 3 1 3 3 1 3 9 1 213 3 2 3 3 2 3 3 2 3 3 2 Custom Size 35.131- 36.463 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 She 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 7S' Starded PWew 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 Custom Size 30.131 - 30.903 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 She 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 Shortest 2SAW-28130 4 2 1 4 2 2 a 2 2 4 212 4 2 2 4 3 2 Egua4lle 42.464 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3141 2 B4' Custom She 38.131 -12463 3 4 1 3 4 W31 2 3 1 2 3 4 2 3 4 2 3 4 2 Blended PrWew 94.194• - 38.130 4 3 1 4 3 2 1 3 2 4 3 2141 31 2141 3121 -MN IIMUM 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.SW MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 Glees Type Dendisdon (Listed from Exterior to IntsrloO 1 1/8"AN,PVB, 1/S AN 2 13116" UG. 11W AN CAP, AIRSPACE, 1/B" AN, .090" PVS, 1/S" AN 3 13/16" LKi: 1/8" TP CAP, AIRSPACE, 1/8" AN, .09V PVS, 1/8" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3/16" AN, .09(r PVB, 3/16' AN 6 13/16" L* 3/16" AN CAP, AIRSPACE, 1/S" AN, .090" PVB, 11W AN 7 13118' LKi: 3/16" TP CAP. AIRSPACE, 1/8" AN, .09(" PVS, 1/8" AN 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 DETERMWE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE Ste. 3) FOR RADIUS TOP WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN, 4) WINDOWS WRN THE LOW SILL OPTION ARE LIMBED TO A MAXIMUM POMW DESIGN PRESSURE OF •65 PSF NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. PRODUCT REVISED Bas WId1�i1B vIlth the Florlsla NOAa/o, 204401.11 Extolretion Daft 08/23/2023 A) NO CHANGES THIS SHEET. Y s ¢ JR - 0311120 W Q aoa 0 �a Q O O Np d Flop (n 0= O c9 Z Z J O z 1L LU g U U LU Z J urn W O > F O Z Z � j W m F �- u_ O u1 � �WWS J Z Z Q 7au'!S F to Z K O a! ] U J Q Z Q W V% p1 "ap cavu5 "ON pN 1V Q: * No 58705 O^ SATE F v '.(V14,: /"ONALj1t A LYNN ROLLER, P.E. P Elf 68705 Anchor Quanta Required for "Through-Fraime"Install8don usln GlassT 845 Tip to rp torah 18' 25' 33' 3T 41- 46* 49' 531/8' Jamb rJamb ,$£tame .lamb JsmD hm0 JstM Jmnb 2 Osheft Ron tar Ghen RanpeOe pus) L 2 24• Eg.044e 12464 1 2 1 1 21 1 112 1 1 2 2 1 2 2 1 2 2/ 2 2 1 2 2 E4rs14ite 15.W4 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 31' Stardad PwAew 12994 • 15.963 2 2 1 2 2 1 21 2 1 2 2 2 2 2 2 2 2 2 212 3 2 212 Shortest 12454.12993 2 2 1 2 2 1 212 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equel4lte 19.652 2 2 7 2 2 1 2 2 7 2 2 2 2 2 212 2 2 2 2 2 2 2 2 Shuxlad Pw,*. 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 383W Custom Site 15131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Site 14.131 - 16130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Sfanest 11464.14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 EW9:14 to 22.984 2 2 1 2 2 1 2 21 1 2 2 2 2 2 2 21 2 2 2 3 2 2 3 2 Custom Sire 21131 -229S3 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 3 2 2 3 2 Standad Pua4eo 18.594.20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 212 2 212 3121 45- Custom Size 16.131 -1d593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 212 2 212 2 3 Custom Site 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 Slza 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 Shalest 12464-14.130 3121 113 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Eq "te 2L964 2 2 1 2 2 1 2 2 1 2 2 2.2 2 2 2 3 2 2 3 2 2 3 2 Custom Size 22.131 - 24.883 2 2 1 2 2 1 2 2 1 2 2 212 2 2 2 3 2 2 3 2 2 3 2 Sfanead PM,10w 20.194 .22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 21 2 2 2 3 2 2 3 3 Or Ostan Site 18.131- 20.193 2 2 1 2 2 1 21 2 1 2 21 212 2 2 2 2 2 2 2 2 2 3 3 04stem Sire 18.131 •11.13D 3 2 1 3 2 1 3 2 1 3 2 213 2 2 3 2 2 3_ 2 2 3 2 3 Qnmm Size 14 131 .16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 213 2 2 31 21 3 3 2 3 Shortest 112464.14 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 12 2 3 3 2 3 EguW is 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 Qslan Size 24.137 - 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 o Stalled Pm4ew 2D 841- 24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 F 60.6rB' Custom Size 20131-20843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Custom Site 18131 - 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 Custom Size 16131-18.130 3 2 1 3 2 1 3 2 113 2 2 3 2 2 3 212 3 2 3 3 2 3 Custom Size 14.131 - "'130 3 2 1 3 2 1 3 2 1131 2 2 3 2 2 3 21213, 2 313121 3 Shortest 12454 -1413D 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Eque"te 31964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 Custom Size 28.131 - 31 903 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 SlsMed Pm ,*e 2S.794 - 28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Custom Size 24.131 .25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 63' Custom $ize 22.131 -24 13D 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 Custom Size 20.131 -22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 Custom Sae 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Custom Sae is 131 •18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 Shortest 13. 194• - 16 130 4 2 1 4 2 1 4 2 1 4 E. 2 4 2 2 4 2 2 d 2 3 4 2 3 EgmH to 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Custom Size 34 131 - 36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76- SUneam P0146v 30.994. 34.130 3 3 1 3 3 1 3 3 1 3 3 2 31 3 2 3 3 213 4 3 4 4 3 Custom Sae 3D.131 30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 Custom Size 28.131 - 30130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 Shalest 26.194' - 2e.13D 4 2 1 4 2 1 4 2 1 4 2 2 a 3 2 4 3 2 4 3 3 4 3 3 EquN4ite 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 BT Gaston Size 3a131 42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 SMrduxd pi 34.194• - 36130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.8W MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT -46.S08 Gass Type Description (Usted from Exterior to Interior) 8 3/16' AN, O80•' SG, 3/16' AN 9 3116' HS, .09T SG, WIT HS 10 13/16' LIG: 1/8' AN CAP, AIRSPACE, 1/6' MS..09T SG, 1/8' HS 11 13116" LIG: 1/8' AN CAP, AIRSPACE, 3/16' AN, .OW SG, 3/16' AN 12 13/16' LIG: 1/8" TP CAP, AIRSPACE, 1/8' HS..090' SG, 11W HS 13 13116' UG: 1/8" TP CAP, AIRSPACE, 3/16' AN, .090' SG, 3/16' AN 14 13118' LXa: 3r1W AN CAP , AIRSPACE, 1/8" HS, .090' SG, 1/8' HS 15 13116" LIG: 3/1(" TP CAP, AIRSPACE, If$" HS, .09(r SG, 11W HS 1) TIP TO TIP DIMENSIONS SHOWN FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A M AXM,UM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED PRODUCTREVISED Bu 1the Florlida r"wi8 Cedowith NOA-No. 20.0401.11 Explratierr Daft OW23/2023 By -tea M7. -m' Dodo Product Control A) NO CHANGES THIS SHEET. A - 03111/20 W m Y Q O S CD N 41W X Q OJ c� In Z J O Z u c$ -N O O U _U r Z - 7t1: o >la- O Z Z z j W COLL F O ® iG J 1- Z Z ua v5 F zo I o W C � U S Q Q V) M!L 'xb ��11}n 1�11j: \NO o�' .....:... v � -��•• �ICENSF ••. �� 1'. NO 55705 J ss A LYNN MILLER P E. P E.s 48705 INSTALLATION OPTION 1 EDGE ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT I (3 FIXED VISIBLE LIGHT HEIGHT I SASH VISIBLE LIGHT HEIGHT EXTERIOR a I INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU ----- EMBEDMENT + 1W MAX SHIM EMBED- T I MEMT EDGE 4 DISTANCE MAX SHIM 19 FIXED VISIBLE SEE TABLE . . LIGHT WIDTH J J NOTE B. FOR • HEAD TYPE •. TYP ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER ' • SUBSTRATE,SEE TABLE 8 I 31 R® TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 13 USE ETMER 1 SWEEP LATCH MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE 42 SILL SHOWN. SEE 1" WEEP SHEET 10 FOR NOTCH AT STANDARD SILL. EACH END 1/4" MAX SHIM NO ANCHORS •� REQUIRED IN ' FLANGE OR EQUAL4.EG , FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X SUCKSTRIP INTO CONCRETE/CMU SEE NOTE 2. THIS SHEET 1/4• MAX SHIM SASH VISIBLE J 17 LIGHTWIDTH 'I TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A —►{ 1/4• MAX. SHIM DADE APPROVED MULLION. FSC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE B INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Min. Distance Embedment P.T. Southern Pine (SG-0.55) 9(16" I-3W 012 Steel, Aluminum, W83-T5 min. 3/8" 0.063' or 410 SS Strew SS A36 Steel 3/8" 0.063" Steel Sled, Gr. 33 min. 3/8' 0.045• (18 GB) ConOleb (min. 3.35 ksi) 1" 1 V4' 1/4" 410 SS C/eleFlex U/gmuted CMU, (ASTM C-80) 2-1/2" 1-1/4" P.T. Southem Pine (SG--0.55) 1" 13/8" Concrete (min. 2 85 ks0 1" 1.T/8" 1/4" Steel Unglrnited CMU, (ASTM C•BO) 2-1/2" 1.1/4" Ulbston P.T. Southern Pine (SG--0.55) 1" 1-w 1/ C Inaete (min. 3.00 ks1) 1-/18" 1-w ♦� CMU, (ASTM C.90) 1-VP 14/4" pUnq.Aed P.T. Southern Pine (SG-0.55) T 1-w A) MIN. Vf 3 1 NHtAV`.i 15ETUNO THE METAL WOUTNA1E. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAM4M/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)-UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES EMBEDMENT EDGE DISTANCE 1 TYP ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL. SEE SHEET 9 FOR STANDARD SILL) WIDTH O SASH & FIXED LITE. TIP TO TIP WIDTH - 5.12" HEIGHT(EQUAL-LITE) TIP TO TIP HEIGHT/2 - 3 73" HEIGHT (PROVIEW) ®FIXED LIE TIP TO TIP HEIGHT12- 3 78- QSASH. TIP TO TIP HEIGHT/2 -11 93' HEIGHT (CUSTOM SASH) ®FIXED LITE. TIP TO TIP HEIGHT - SASH HEIGHT- 3.55• ®SASH SASH HEIGHT 480" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8 ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER 1X AND 2X SLICKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED a .qM the FloAda BulldlnB s NOA-No. 20.0401.11 Expimblon Daft 08/23/2023 MIsIM-0sds Reduet Cenbel A} REVISED ANCHOR TYPE TABLE. dR - 03111120 co Y C 0 iq, Z 00 O W Z U. op o = W U U d r °N �x0 i— Z a -1 IL n>� Q F O Z _Z z S a 0 r ® W Z 0 Z Z C lany5 0 F to M � X OQ N Z W 6 Z S u_ •nu 'xro u,,.5 wILYN ptr rV 21 No. 5S705 IONAL •I/lll13ll •.1 A LYNN MILLER, RE P EF 58705 INSTALLATION OPTION 1 EDGE ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP SEE NOTE 2• THIS SHEET I FIXED VISIBLE LIGHT HEIGHT I BUCK HEIGHT 83 I SASH VISIBLE LIGHT HEIGHT EXTERIOR a 15 l' WEEP 42 NOTCH AT EACH END NO ANCHORS , REQUIRED IN , FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B EMBED LTEDGE DISTANCE MAX SHIM w '—-1-}T --J I \ SEE TABLE > NOTE B, FOR HEAD TYPE TYP. ANCHOR TYPE. EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE.SEE TABLE 8. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 13 USE EITHER 1 SWEEP LATCH 0 MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE(CMU EMBEDMENT • , � 114' MAX SHIM INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X SUCKSTRIP INTO CONCRETE(CMU. SEE NOTE 2. THIS SHEET EMBEDMENT 1/4' MAX SHIM �•i SASH VISIBLE 17 I • EDGE LIGHTWIDTH DISTANCE Q!.�- "-�SP�lORg5� ice/ 1 F 1 i BUCK WIDTH TYP. ANCHOR TYPE. EXTERIOR EMBEOMENTAND HORIZONTAL SECTION A A EDGE DISTANCE PER ID SUBSTRATE, SEE TABLE 8. 114" MAX. SHIM N DADE APPROVED MUWON. FSC �--COMPLIANT ALUMINUMISiEEL FRAWNG OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES. TABLE 8 INSTALLATION EQUAL OPTION 4 LEG43OX ANCHOREDTHROUGH FRAME FRAME INTO METAL SHOWN Anc w Substrate Min. Edge Min. Distance Embedment P.T. Soullbm Pine (SG=0.55) 9116' 1-w #12 Steel, Aluminum. 6063-T5 min. 318" 0.083" 1841or410 $S Suew A36 Steel 3/8' 0.063" Steel Stud, Gr. 33 min. 3/8' 0.045" (18 Go) Concrete (min. 3.35 ksi) 1" 1-&4" 1N" 410 SS C eteFlex Ungiwted CMU, (ASTM C-90) 2-12" 1.1/4" P.T. Soulliem Pine (SC,=0.55) 1" 1-w Concrete (min. 2.85 kill) 1' 1-w 1/4" Steel Ulkacon Ungmuted CMU, (ASTM C." 2-1/2" 1.1/4" P.T. Souttlem Pine (SG=0.55) 1" 13/8" Concrete (min. 3.00 ksp 1.3/18" 1-31W 114*e Steel qdU. (ASTM C•90) 1-1/2" 1.1/4" + UIM.P.T. SaAhem Pine (SG-0.55) 1" 1-w n)min. — a rnnenw OC.-r—M'P wtJinHr C. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS NOTES VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL, SEE SHEET 9 FOR STANDARD SILL) WIDTH 0 SASH 8 FIXED LITE: BUCK WIDTH -4.12" HEIGHT (EQUAL-LTE) BUCK HEIGHT2. 323" HEIGHT (PROVIEW) OFD(ED LITE, BUCK HEIGHT2+428" OSASH: BUCK HEIGHT2.11.43' HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT. SASH HEIGHT -2.66" @SASH: SASH HEIGHT -4.6(" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8 ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SUCKS DEPICTED AS 2X ARE 1.1/Y THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 3) VISIBLE LIGHT WIDTH OR HEGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as eetn wIM the Florida BuOdltOg NOA-040. 20.0401.11 Expiration c-to08123/2023 BY .. MWM-0ads Product Conbol A) REVISED ANCHOR TYPE TABLE. s JR - 03/11/20 W Y �n Q o SO �a a N •,�o 0 Z cJ O W _ LL O -04 LL fro FW- W Q oN am O Z W Z 0 0 LL O S W J F U ro R Z W 02 WVS Lu < z >_ Ci Q W v 140.56705 ��'SS�OlVAl1��v`: A LYNN MILLER, P.E. REa 58M INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE �• EMBEDMENT 44WDISTANCE GE 27 FIXED VISIBLE LIGHT HEIGHT J� 14 43 BUCK HEIGHT � SASH VISIBLE LIGHT HEIGHT EXTERIOR 18 1 "� P 42 NOTCH AT EACH END TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE 9. (SCREW SHOWN) 1/4•MEMBEDMENT _AX. SHIM L LTYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9 13 USE EITHER 1 SWEEP LATCH 0 MIDSPAN OR 2 BOTTOM LOCKS ,z) STANDARD SILL SHOWN SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL 1/4' MAX VERTICAL SECTION D-D EDGE DISTANCE 1/4' MAX SHIM V 1/4• MAX SHIM 5 SASH VISIBLE 17 LIGHT WIDTH EMBEDMENT 19 SIBLE L�Ki�Hi�WIDTH U / \� r 19ucK wIDTH L� � HORIZONTAL SECTION C-C TMP ANCHE. EMBEDMENT AND NO EDED GE DISTANCE PER SUBSTRATE, SEE DADE APPROVED MULLION, FSC TABLE 9 (NAIL SHOWN) 1/4-MAX SHIM COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES. TABLE 9 010 OR 012 STEEL SELF4ORILt1NG SMS (G5). SEE TABLE 9 INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Amhor Substrata Min. Edge Diatmlce Min. Em 2-172" x .113" Bar Nall P.T. Southern Pine (SG--0.55) 5115" 2438 2-1/2" x .131" Common Nall P.T. SwAhem Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southem Pine (SG-0.55) 318" Z438 2-1/r x .145" Roofing Nail I P.T. Southern Pine (SG--0.55) 3/8" 2.438 #10 Steel Tnrashead Screw6063-T5 Steel. 18$ a 410 SS SCroWtud. e (SG=0.55) E0.14S"min. ffiAlumimm, 1/2" SN8" 1.375 0.125#12 Steel 5/18" 0.05 Gr. 33 min. 5/16" 0.045 VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL, SEE SHEETS 7 OR 8 FOR HI -RISE SILL) V4IDTH 0 SASH E FIXED LITE. BUCK WIDTH -412• HEIGHT (EQUAL-LITE) BUCK HEIGHT12 - 3 23" HEIGHT (PROVIEW) OFD(ED LITE: BUCK HEIGHT2 . 4 28" OSAW BUCK HEIGHT/2 - 11.43• HEIGHT (CUSTOM SASH) OFDMD LITE BUCK HEIGHT -SASH HEIGH7-2.W OSASH: SASH HEIGHT -4.80• NOTES 1) USE ONLY SUSSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as eemp w the Fforlds BWldina NOA-Ns. 20.0401.11 Expnaaon Dab08/23/2023 By Mlamt-Da" Product Control -- A) NO CHANGES THIS SHEET. Y JR - 03/11/20 `1t1111111( �. �10EN�� ••��� �i �-: No 58705 .� OF SORIO `"ONAL e�G�`• A LYNN MI U cn PE PFA- 2 848• 2.S48" F� osr 1 z.11r T 14W .062• OBr .0/2" 987• O FLANGE FRAME HEAD 2.7W — 12841' oer ^ OFLANGE FRAME SILL 1300" 17a "I-T 2 150• I O HEAD INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD 2 7W 2.798• —� �7 3.418• 2.341. 002- oer T O EQUAL LEG FRAME SILL O. INTEGRAL FIN FRAME SILL 2.273• 2. 1" o52• 1.300" �— t3 SASH TOP RAIL (D FIXED MEETING RAIL 8 SASH BOTTOM RAIL - HWISE 2.560" 72 EI 2.4' OFLANGE FRAME JAMS 27W 3.508" 067 DFUWGE FRAME SILL tc HI -RISE 2.277 —� 77r 16" I 2.10OBr 1235" 4=14. 1 _ t fo. - 1.3w [-- 1.300• is SASH BOTTOM RAIL 0SASH SIDE RAIL — 31W 4 , OS2" 2724" L-1 1 125• OINTEGRAL FIN FRAME JAMB 2 OS0" —� E 2.724" L-1 O EQUAL LEG FRAME JAMB 2.7W —� 2 798" —� 3.008" a 13s• 062- 052• O1t EQUALLEGFRAME SILL H4RISE INTEGRAL FIN FRAME tt SILL - HI -RISE CONE STRUCT;JENE114"NOM. POLYISOBUTY DESICEXT. GLASST. GLASS OKODISPACE 4SG TPS OT4IELT BUTYL STRUCTURAL UIS NOW SILICONE FOAM WRH DESICCANT EXT. GLASS eNT GLASS 71 UPER SPACERe NXT w ALUMINUM POLYISOBUTYLENE DESICCANT FILL I� 1 sw . - 1 �0„� -+I gyl+ 488• -� 817• �.qgg� REINFORCEMENT STAINLESS STEEL SILICONE SEAL ROLL -FORMED 04D" 813" I .80r .BOr 80Y .80r DESICCANTOAM EXT EXT --� 1.370' I� .070• 070• 045" �I•�- �" G�� NT GLASS GAS .(I� INT. GLASS 7e HEAD tY SASH STOP COVER ®IG BEAD ® IG SNAP BEAD O 5/1/" LAMI SEAR O wits- LAMI BEAD a ODURASEAL SPACER (sXL EDGErAt SPACER PRODUCT REVISED a. ce�hM u vMM the norida BulldinB Cep NOA.NG. 20.0401.11 Eupbwt mDab0812312023 A) NO CHANGES THIS SHEET. •"s JR - 03/11/20 Ix aoa O Ma a OZ O d to 0 oi LL o D, 0 o FZ .N 0a0 n> O � H Z Z 0 z � 2 LL O o J Z a OO F v7 V) O_ Z 0) G ¢_ _ co501 `1 •,IIII ?ONl LYIVfv NO 5�705 Alt �i CCs :cT ORIDP .• \��� 'A L,YNN II IMOLLER P E P.E.a 58705 TABLE 11 Item PGTPart# Description Material Head, Flange um. 2 624017 Head, Integral Fin Alum.6053-75 3 624028 Head, Equal -leg Alum. 6083-76 4 624004 Jamb, Flange Alum. 8083-78 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6083-IM 5 1 624020 IJamb, Integral Fin Altus. 8063376 5A Jamb, Integral Fin (Used For Alternate Radius Top Heat) Alum. 6063-TU 6 624031 Jamb, Equa44eg Allure. 6063-76 6A Jamb. EgtulHeg (Used For Alternate Radius Top Head) Alum. 606 -T52 7 624002 Sill. Flange Alum. 6063•T6 8 624018 Sill, Integral Fin Alum. 606346 9 624029 Sin, EquaHeg Alum. 6083-76 10 624003 Sill, Hi Rise, Flange Alum. 6063-T6 11 1 624019 Sin, Hlase, Integral Fin Alum. 6053-76 12 62403o Sin, Hi -Rise, Equaweg Alum. 6053-76 13 62400B Sash Top Rail Alum.6005A-TB1 14 6240W Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - HWfte Alum. 6063-T6 16 624088 Sash Bottom Ran Alum. 6063-T8 17 624007 Sash Side Rail Alum.6063-T6 18 624051 Head Anchor Coley Alum.6053-TB 19 1 624015 Sash Stop Alum 6083TB 25A 524009 IG Bead Alum 6083-75 25B 624011 IG Snap Bead Alum. 6W3-T5 28 624010 511W Lami Beading Alum. 6D6376 27 624026 7/16" Lami Beading Alum. 6063T6 30 6TP247 Glazing Bead, Bulb Vinyl for #824023 Virryl 31 STP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 1 724046 Sweep Latch Top Ran) Cast Zlnc 33 1 624049 Bottom latch Sill) Alum. 6063-76 34 Setting Block (1/8" X 1IT X4") Neoprene 35A IG Setting Block (1/9" X 3/4" X4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 38 724044 Bottom Ran Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylerie 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .2M x 187", Fin Seat (a MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .17V X.18T, Fin Seal (@ Top Sash Rail) 46 series Balance with Couer & Trim Rigid Vinyl 51 781PSOX 08 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA 188 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 JAIum. Screen with Fiberglass Mesh Varies 70 Kommerfing Kodispace 4SG TPS See Sheet ShSh 10 for Materials 71 Quanex Super SpacernXT 72 Quanex Duraseal Spacer 73 Cardinal XL Edge Spacer 74 Dow 791, 899. 983 or GE 7700 Backbedding Silicone JAMB NOTES. 1) ALL CORNERS TO USE GASKETAND(OR SEALANT 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR) JAMB INTERIOR i] Materiel Min. Fr Min. F. Steel Straw 92 ksl 120 ksl 18.8 Strew 60 k3i 95 kei 410 Stew 90 k3i 110 ksl Elko UltrsCont 1/4' DeiN89 (MraCom® 155 kel 148 ksl 177 ksl 164 k31 410 SS El w/Dewap OeteFkwS 127.4 kel 189.7 kel eo63 T6 Aluminum 16 kel 22 ksi A38 Steel 36 kel 56 ksi Gr 33 star! Stud 33 k3i 45 ksl PRODUCT �REVISED B M L`od "eM FbrWs HOA-Mo. 204)401.11 Explmtlee oa4s08/23/2023 A) ADDED BACKBEDDING, UPDATED MATERIAL PROP. TABLE. JR - 03/11/20 1 > O S N 0 N O e� Z Z ZLL 2 5 - As F Z J SM oj� c Z Z _ Z J LL O gg � UM,®g O o v) Z Z_ U o w rc m m a oA1 '�a0 tou Ogl \GEAISF hj���� No.58705ST Tr , .4 ORION ANAL C�'G�`• Ot i[I 1011, A LYNN MILLER, RE MIAM t•DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL. SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE NOA PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 "CA-740" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision D dated 03/13/20, 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 riled 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 No. 17-0614.14 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0402.02 M1Ahtb[]Ai7E COUNTY Expiration Date: April 11 2023 P P , Approval Date: August 13, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17 0614.14) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal' spacer system, Super Spacer' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.14) 2. Glazing complies with ASTM E 1300-04 Manuel Perez, P.F. Product Control Ex; in r NOA No. 204 02.0 Expiration Date: April 11, 3 Approval Date: August 13, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and with FBC 611 Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.14) 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 1 7 0614.14) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/ 11 / 18. i/ dumw { Manuel Perez, P.E. Product Control Exan"t'r NOA No. 20- . 02.0 Expiration Date: April 11, 3 Approval Date: August 13, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E"a� CE SUBMITTED A. DRAWINGS 1. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through I I of 11, dated 08/08/12, with revision D dated 03/13/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 0 Edition (2017), prepared by manufacturer, dated 06/09/17 and revised and updated to the FBC 711 Edition (2020) on 03/25/20, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No_ 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Xtrem (SGXT*') Clear Glass lnterlayer" dated 05/23/19, expiring on 05/23/24. Manuel Perez, P.E. Product Control Exar NOA No. 20-0402.0V Expiration Date: April I 1\,2e3 Approval Date: August 13, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (coiNTi.NUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017) and the FBC 71b 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. 17-0614.14, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 09/14/17 and expiring on 04/11/23. Manuel Perez, P. . Product Control 1~xa,pnnr NOA No. 20-0 02.02 Expiration Date: April l Approval Date: August 13, 2020 E-4 GENERAL NOTES: 1) THIS PRODUCT HAS BEEN DES hNED TEE ED TOv GCOMPLY WITH ANT, S IE 740A - THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSt PER ANCHOR TYPE. SEE TABLE 3, SHEET 4. 4) ALL WOOD SUCKS LESS THAN 1.12" THICK ARE TO BE CONSIDERED 4X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE t-VT' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL OR£SSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALANT lS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAL€NGIFLASHMG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE_ USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES' A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM Et 300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C, DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER 0 SSiMiAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCESTEST REPORTS FTL-7065, 3579, 3560, 3724; DEWALT ULTRACON- NOA; ELCO ULTRACON NOA. DEWALTIELCO CRETEFLEX NOA;; ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND AOM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Ty pee Sheet p 1 5116- Lsmi {118 An .090" PVB - 1lS An) 5 2 7116"Lami(3116An- 09T SG - 3116 An} _ 6 3 7116" Lami (3116 HS - 090" SG - 3116 HS) 7 4 71S" Lami IG (1f8" An " 7116" Air- 118" An - 090' PVB - 118" An) 5 8 718"Lami IG(lf8"T-7116"Air "116"An-_OWPVR 118"An) 8 6 718' Lam!IG (3116" An - 114" Air - 3116' An - -090' SG - 3f1(r An) 9 7 718' Lami. IG (311&" An - 114" Air- 3fi6" HS - .090" SG 3116" HS) 7 8 718- Lam. IG(T16"T-114"Air -3116"An-.090"SG-3115'An) 9 9 718" Lami. IG (3f16" T- 114' Air- 3116' HS - 090' SG - 3116" HS) 7 "PVB"= TROSIPOL1' FVB BY KURARAYAMERICA, INC, "SG"= SENTRYGLASP BY KURARAY AMERICA, INC DESIGN PRESSURE RATING IMPACT RATING VARIES RATED FOR LARGE & SMALL SEE SHEETS 5.9 MISSILE IMPACT RESISTANCE I 25,476" MA%. O.C. 1F WIDTH IS UNDER 33,476" (HEAD & StLL 4" MAX ... — _. ---+- S. SEE SHEET 2 3 \ A 3 i \ E i VISIBLE LIGHT !i.. HEIGHT (DLO) / I MAX. A. SEE O.C. SHEET 2 Sf1GLASSLAMINATED GLASS STACH 0WTROSFOLRPV9 KURARAY I tra"ANNEALED GLASS , AMERICA. INC L XTENIOR L IWANNEALED GLASS �I`I /[j 11ft6"GLASSBRE GLASSTYPE1 T114"LAMINATED w GLASS STACK Nis`ANNEALED OR HEAT -STRENGTHENED GLASS // EXTERIOR `39)—+ Hoff = OW Be BY KUTARAY "AMERICA. INC. 311V ANNEALEn OR 11116" GLASS BITE GLASS TYPES 2_& 3, 'E 6" MAX n5•' NON. GLASS STACK ..._ lie' NOM I SItB"LAMINATED GLASS STACK _ Lam..._ _ - ��-.... 7116"LAMINATED 1 GLASS STACK I '� GLASS STACK IAr ANNEALED LASS , 1MV'AMNEALEO OR USEANCHORBY 7f16^A€RSPACE 11a"ANNEALEOOR '" 070"TROSIFOL'�PV1 114"AIRSPACE �AMERRIA.IINC. 9115"ANNEALED /HEAT"STRENGTHENED GLASS 99D`SG�BY NDRARAY PAIR AT EACH JAMS IF TFMPEREDGA55 \ 'h1 GLA55 / -- AMERICA, INC µ.... HEIGHT IS 39 _11A"ANNEALED l78}-� [ AI�JEALED OR i ,I 4E HEAT -STRENGTHENED GLASS 26" OR OVER EXTERIa31 ,,__.i'-5$ {-1. 76" fIll 6"G TAGS SITE �(3� ; it176"G IASS SITE HEIGHT .. ._[ �� 14-12"MAX. 4" MAX. __..,., ar ...... 33.476" & O 30" VISIBLE OPENING (DLO) _W.. TYP. ELEVATION OF CASEMENT WINDOW CODESISTANDARDSUSED - • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FSC), 6TH EDITION • ASTM E1300-04 • ANSIIAF&PA NDS-2010 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100.16 • AISC 360-16 GENERAL NOTES ............. ...,1 �`,`�D�... •... I1N/ ii ELEVATION.. GLAZING DETAILS_._.._ _ ...1 INSTALLATION ... 2 No 58705 ' ASSEMBLY TUBE DETAILS ..., 3— ANCHOR SPECIFICATIONS __ ... 4 ANCHOR QUANTITIES ....4 �3 C DESIGN PRESSURES .5-9 `Q� T I C ASSEMBLY DE'TAILSlSOM...,.... .... TO n._ F7 OftIY1� EXTRUSEONS!SPACER,_,,,.._..._._.,.. #t L, . A. L�ieN i01LLE}tP.E. GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 72'NON GLASS STACK 71IS"LAMINATEO GLASS STACK ..._.. 3n8" ANNEALED OR - HSAF-STRENGTHENEO GLASS DC IF WIDTH IS if4"AiRSPAOE " VER (HEAD & SILL) 69F'SG By KU7ANAY 31f6"TEMPT,REO \ � -- '"�AMFRICA, tNC. GLa55�•- I 3MTAW*ALED OR HEA7�STRENGTHENEO GLASS Ez?ERfOA 11116" GLASS SITE �3✓ PRODUCT REVISED as complying with the Florida GLASS TYPES $ & S _..............._........ _ Building Co.. NOA-Ho. 20-0402.= Rxosxtl h1y Dorn. Re�o-ron� Expiration Date, .VfJIf2023 JR n311312n UPDATEDANCHORAGIF PER FBCao2a or _m.. N�: l yJnrp� WCvi9�nn. L_nn MlxmL wdr PradectC o6 !� Co11tL9i I„i� OcncriPi�vn: L'rcwn 5y: GLAZING DETAILS J ROSOWSKI 1070 TECHNO.OGY DRIVE f�r!er Ople: N. VENICE. F1. .14775 (941) 480, ''.,1,JD CASEMENT WINDOW DETAILS - LM & SM 08/08/12 cries/Mn�cl S(:QIC.- ihner' ()rpw,nr� Hp. Reo' CA-740 NTS 1 OF 11 MD-CA740-LM D Rr, ;:s, zartlN zuz9r> INSTALLATION OPTIONO, - EDGE _.t EDGEOISTANCE INSTALLATION ANCHORS DISTANCE I I INTO 2X WOOD, r w.,, _ ... .........�., I PER T \Z� _ EMBEDMENT TABLE13LE 3. 3. SHEJ:T4 92� TYP ANCHOR 5 },. L W �22 X23 ATTACHED TO TG ' FRAME JAMB II _ EXTERIOR ATTACHEDTO VENTJAMB WINDOW �.. HEIGHT VISIBLE UGHT HEIGHT rDLnl ATTACHED TO FRAME JAMB I,Y, E Ytl1Y ATTACHEDTO VENT JAMB ! f 20i _1... .._. .... .... ....... TYP ANCHOR TYPE EMBEDMENT AND EDGE _.r.... DISTANCE PER SUBSTRATE TYPE, \ EMBEDMENT_ AND EDGE DISTANCE PER r SUBSTRATE, SEE ABLE3 83� �i 2) JAMB HARD- WARE BUCK HEIGHT ATTACHED, ..'TO FRAME I jjj JAMS INSTALLATION OPTION 2 CONCRETElCMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REQUIREMENT ',,.�......_. _.. .__._ _ ..............,..�. .._.�....,._..,,. .h.. _ 1'4" MAX ''r f SHIM ATTACHED TO 1 VENT SILL. e .33i f BUCK WIDTH ATTACHED 70 8 -I-.,, ',-FRAME SILL 80). EDGE DISTANCE •^ ' 84 r � � � B R WOPERATOR r.. �. i ATTACHED TO VENT SILL EMBEDMENT at- +r ,. 24:- - "{ i 1 i j .�,_.. _,-. _ ,..�._.....,.... VISIBLE�GH T WIDTH;DLOi (70}..l .... FOR SNUBBER REQUIREMENTS, `-? OPTIONAL ADDON ,,-,. .... SEE TABLE 4, SHEET 4 ... ........ ........... .......... .,. ......... WINDOW WIDTH _._. PLANGE 0 MEAD. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. .... STEEL. SELF -DRILLING ...A. t SMS. SEE TABLE 3. SHEET 4_ '`)i r / a " f .. ......_ -- �38�39}-` _ J EDGE DISTANCE IRM k ,ae17 U[ -7 _..._t. DADE APPROVED MULLION. ALUMINUM. S STEEL FRAMING OR STEEL STUD EXTERIOR SILL&JAMBS HORIZONTAL SECTION A -A a SEE DETAIL _._.. _. _... -.. _.. -... EGRESS FORMULAS: NOTES, Al. BELOW WIDTH. WASH HINGE: WINDOW WIDTH - 13.112 s n NOT7:5'. WIDTH. EGRESS HINGE, WINDOW WIDTH - 7-112 11 USE ONLY SUBSTRATE -APPROPRIATE w€ - ANCHORS LlSTEO ON TABLE 3, SHEET 4 11 r J I. WREN INSTALLING HEIGHT'. WINDOW HEIGHT-5 FOLLOW EMBEDMENT AND EDGE fi I - € I Y r COMBINATION UNITS, DISTANCE LIMBS, ANY IN57ALL4710N r.- Etc ADDITIONAL IN VISIBLE LIGHT FORMULAS: OPTION SHOWN MAY BE USED ON ANY I� ' i `- �• 10 MAX I: m m ANCHORS MAY NEED TO BE WIDTH 1MNDOW WIOTH - 7 SIDE OF THE WINDOW �� �'I!E€ i Ik N INSTALLED THROUGH THE HEIGHT. WINDOWHEIGHT-7 WINDOW FRAMES AT 10" MAX. I'j i n FROM EACH SIDE OF THE FRAME 21 ALL WOOD BUCKS LESS THAN i-112' I €' THICK ARE TO BE CONSIDERED IX - ! r ASSEMBLY TUBE CENTERLINE INSTALLATIONS. iX WOOD BUCKS ARE:.. SEE TALE BELOW: OPTIONAL. UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD 8LJCKS- I p" MAX DEPICTED AS 2X ARE 1.112" THICK OR SEE DETAIL A2, BELOW GREATER. iX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY r _—.- TRANSFER LOADS TO THE STRUCTURE. :..1 r Jl .�.-7 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER '-i- OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'L NI > DETAK�z "Jj ETAIL Al IIIIIIIIIIII``€ A2 iX WOOD BUCKSTRIR SEE NOTE 2, THIS SHEET. - 114" MAX SHIM SEE TABLE3.SHEET4. ONCR EMBEDMENT AI _..___... ANCHOR [C�E�.R'lMENT ' � INSTAL€.APTTIOON HORS AN3 €�.. _. __.. _. -- EOGEOISTANCE RIP THROUGH IXMASONRY VERTICAL SECTIO INTO MAONRY ....... r r --s No e 0 . .,T Z. A I,YNN MILLER. P E C E a 5H.eS ! N:"cc '-. :I�26 f94 i 41,i s5DO Addhinnal Awhals Requied w each Side of the Frame A56amh1y Tope (FAT) t- Window Anchor a Width A 8, C& 0 17"-259" fi I 0 r Window AmhO TY Height ._..... 1 0 JR { 03/13/20 INO CHANCES PRODUCT REVISED as compiying with the Florida Buildkwo C e NDMNo. 20-"02.02 EMpiratioe Dale 12M1112023 Miami -Dade PredurA CoMmi CROSS SECTIONS & INSTALLATION J ROSOWSKI ;trc- by#n CASEMENT WINDOW DETAILS - LM & SM 08/08/12 CA-740 I NTS 12 OF 11 1 MD-CA740-LM I D CASEMENT AX) -- WINDOW HEIGHT yp WINDOW E-•.._ rL ) 740 SERIES CASEMENT '� E%TERIOR WINDOW FOR SINGLE, UNTS:, 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE, FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE {RSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 41 D€MENSIONS SHOWN ARE TfP-TO-TIP, FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WLWNDOW ANCHORS REQUIRED - (TABLE 2. SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF YOUR WINDOW. 61 INSTALL, AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENTICASEMENT (XX) €i Iw 10-. SEE NOTE 7. THIS SHEET FIGURE 11—€ 10". SEE NOTE 7 THIS SHEET € i 740 E 740 SERIES FRAME SERIES CASEMENT ASSEMBLY�SEIytENT WINDOW TUBE WINDOW IF i I i 7r, l< qq k MIN 0 12 X 1" SMS THROUGH INSTALLATION HOLES ILi f' 740SERfES F FRAME - 740 SERIES CASEMENT -� EXTERIOR \ --CASEMENT WINDOW -"`ASSEMBLY WINDOW �v TUBE HORIZONTAL SECTION ,C,C AWNING I CASEMENT! FIXED CASEMENT (XXD,} FIGURE �1 li 140 SERIES -.,. �i` f �• ,.,.. AWNING- € WINDOW 0 FRAME ASSEMBLY TUBE Ti p 4w 1, \ ifs✓;! /'�: 740 SERIES CASEMENT;. WINDOW FRAME .-.: ..-...ASSEMBLY_._ F TUBE �- - I 740 SERIES - - .---'•-- FIXED WINDOW,,: �. 'SEE PRODUCTS NOA FOR ---,. --� INSTALLATION SPECS MIN 0 12 X 1•'SMS THROUGH INSTALLATION HOLES EXTEE�LI Sir FOR EACH WINDOW W A,VERTlCALLY OR HORIZONTALLY COMBINED ASSEMBLY. VERTICAL SECTION D-D 40 SERIES ,WNING WNDOVI FRAME ASSEMBLY TUBE 40 SERIES :ASEMENT VINDOW EET/ERIC S i u VERTLCAL SECTION_E,E IO SERIES ASEMENT 04DOW FRAME ASSEMBLY TUBE MIN. 0 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW t) DETERMINE EACH INDIVIDUAL WINOOW TYPE. SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4 2) FROM SHEETS 6-9. FIND THE SHEET FOR YOUR GLASS TYPE 3) FIND THE OESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE' DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED, THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY. AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY DIMENSIONS SHOWN ARE TIP -TO -TIP FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED W AIDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REOV€RED (SEE SHEET 4 AND THAT MIN 012 X I"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSFMBLY TUBE (SEE DETAILS ON THIS SHEET) t) OIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND OP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIF5 PRODUCT (CASEMENT. AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS. USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN 412 X V SHEET METAL SCREWS, USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY MOT EXCEED 62" IN LENGTH (AS USED IN A 53" FLANGEO WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TVBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS. ADDITIONAL INSTAL LAT€ON ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMESAT M' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE, SEE TABLE SE40W PRODUCT REVISED as comp) ngg with the Florida Bullding codw ROa wo 20-0402.02 Bxlplmtlon Date; Q4M 112023 M o-F,Vadw Product Cortrol L6LI � M U Q z w € n Q N .= z 0 Q LL- O p LU Q v N CV ca F Ui 0<n r 00 Z ;. z co Cn U) W O O LLJ o Q <� ,� vCJ L I FI.I ' �t NO. 58705 • Sr cr, �', ST TFC ".eopirll., ,. sa�,� �>�� Pr0W70 Window Anchors Required Window Wkkth (,n) wrier 2Y 2S•15116" 27-314' 39" 33-1f2' 35` 3T Anchor Group Anchor Group Anchor, crmyp - Anchor Gmup A;W.1 Group Anchor Group Anchor Gmp A B C D A B C D A B C D A B C D A I B C D A B C D A B; C D untlor 23" Jemb 2-T-2-T 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Hpad75EEl 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 j 2 4 3 3 3 5 3 3 3 25-15176' lamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2+ 3 2 2 2 2 l 2 2 2 Hoadl5EEl 2 2 2 2 3 2 2 2 3 2 a 2 ¢ 2 2 2 d 3 2 2 36.3f8" J mb 6 d d 4 6 4 4 4 6 4 4 4 6 ¢ 4 4 6 4 4 d 8 d 4 4 6 4 4 4 Hoad)561 2 2 2 2 3 2 2 2 3 I 2 2 4 3 2 c 2 4 3 3 i 2 5 3 3 3 5 a 1 48" Jamb _...._......... 6 ... ___ 4 "___ 4 4 8 6 4 4 8 6 4 4 a 6 4 a 6 6 d 4 8 6 4 4 6 6 6 4 Heed/Blfl 2 2 2 2 3_ 2.. 2 -2 3..,...,-Y.., ...2... ...T... .. 4-- _3. 2 1 2 d 3_._. �.... 2 S. ...3.-. 3 1 3 �51 4 9 3 Jnmb 8 6 4 4 4 8 6 4 4 6 6 4 4 t0 6 6 4 10 6 6 4 10 6 6 1 4 O6' SO Sr8- Hnadl$IU 2 2 2 2 2 3 2 ? 2 4 3 2 2 4 3 3? 2 5 3 3 3 5 4 7 3 60" Jsmb a B 6 S 4 t0 6 6 4 t0 8 S 4 12 6 8' 4 12 8 6 1 4 12 6 6 4 F HeaNS'll 2 2 2 2 2 3 2 2 2 4 3 2 2 4 3 3 •. 2 5 3 3 3 5 3 7 3 lamb_ 10 6 8 6_ 6 i0 8 S 6_ 12 8 6 6 12 8 6 12 8 S. 6 12 8 6 63" HeadlSdE 2 2 2 J22 2 2 3 2 2 2 A 3 2 ._. 2 4 3­ _6 , 3 2 5 3 _I 1 3 5 3 372, _6_ , 3 Jamb 10 S 6 S fi 12 a 6 6 14 5 8 6 14 8 6 6 14 8 8 6 14 6 8 6 Heavy-11 2 2 2 - 2 2 3 2 2 2 4 --3� -2 �2 4 3 .2 E 2 S 3 3 3 S 3 3 3 76" Jamb 12 a 6 8 6 14 8 8 6 14 ID 8 6 14 10 8 i 6 14 10 a a 14 10 8 @ Heed/SIIE 2 2 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 Jarn6 12 8 8 B 14 10 6 6 14 10 8 6 "1 10 8 6 16 FIt e i 6 HeadrS47 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2, 2 14 USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR 554-E5 NOT 5HUWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT OWFNSION SHOWN ON THE TABLE. Group Anchpr Substrate Edge O.0 Mtn PWIe ... F)latenco Drsl rce Embedmant " , ..... "..».:. 5 PEnn 5r8 1' 1 3fS Na t112 stool SMS I135) ar nu stoat SMS (G5) a _ 6o6s.TS Alum __ et 3r8 318 5!8" 063� 050 No %k 914 41O SS SW A653 Ssvd GrGr. 33 3 Swd. 3r8' &8° Sr8' a45 20 Gp. xo A 3k Concrete 1' 3" 134 No IJA- $teel Lxif4GGM -1cl— Btack 1" 3' 1 Ilb No S. Pivt f t' F-318" Np 2.B5k Coot lo 2-7!2' 4" 3.3/a" me 5 V4".Reel tm—.. .. _. Hollow Block .-... -, f _...._..._,_, 6" _,_._... ... _,_ ial4" ..._.. fvo ..___................._........... Hallow Bletk .._..... 2-712� � _ ...._.. 5" - _...._._._.......... t-114" ..._._.._...._. No 114" 5100E Ul—n Hollow Blxk I' B' 1 114' Yes roleI' 4' t318" Yes C 114"sleet UNW.o. Hollow BI k 1' 3' t 7f4 Yes 114"4105S GOMFIex 335k Coxmla 3' S" I'4 No Hollow Block 2 1!2' 5" 1514 No #12 sloe, SMS (G51 or 5 Plno &5 Y' t 3:8" Yes 1012 410 SS SMS or 6063.T6 Alum 318" SIB 0713 Yas #14 steel SMS{G51 or A06 Steel 3I8 5'8' 0501 Y #14 470 55 SMS 4553 Stud Gt 31 _ 3!8 518 045 78 G _ .._,,.. Yea 2 85k Canemie t 4 i-314 Yes 2 BSk Cone to a 1Z 4 1 3.l Yea 174" Sto l Ult— Hall Block,,, 21fY 5 - 1 i10. Yes F tl d Black 2 712 4 1 T4' Yes 0 3 35k Con coo 1 61 1.3l4" Yas 114" 410 SS C iftFlo 3.35k Ocn 1 2-172 6' 1 Yos � Hallow Bieck � 2 v2 6' 1 114' Ves 3.5k Corwrote 1.ird 5 t 34" No 5116 steel ultmean Hollow Block 3.118' 51 1.1/4" No F410 6r.ck 1 2TT S' 13W No 3k Co,+c t /-5f 6 1 d 13f6" Yes 10'smei tAt—o- -'�Hslknv Block __ ....1-Ya 3 i.1rn' Yen " S. Piro 1" 1"�. W 7-?f8" Yo 1 WHERE 1 SUBSTRATE CONDITIONS CO D ON5 REQUIREH ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE 3) ANCHORS MAY BE HE%HEAD, PANHEAD OR FLATHEAD, 4) FOR STEEL STUDS, MIN FU' 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations Glass Type' PVB SG (Types I, 4 & 5) (Types 2, 3 & G91 63° 12" max. from ' and Rgwred rfaplt end less max Q.C. owe 12' maxtom each end & 3(r l 12' maxfrom € eech end & 30' 83' max O.0 max O.C. "PVB"- TROSIFOe PVB BY KURARAY AMERICA, INC "SG- SENTRYGLAS�'BY KURARAY AMERICA. INC EXAMPLE 1. FOR WINDOW COMBINATION SHOWN BELOW. 7116" HEAT"STRENGTHENEO, LAMINATED CLASS 1!4 MASONRY ANCHORS INTO CONCRETE-70f-85 PSF DP REQUIRED CASEMENT ANCHORS. A) FROM TABLE 12, ANCHORS C & D At LOW A OP OF +701.90 B) FOR THE JAMB, FROM TA13LE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE iF USING THE CRETEFLF.X ANCHOR C) FROM TABLE 2. 6 ANCHORS ARE REQUIRED 1N EACH JAMB 0) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL E) MSTRIBUTE ANCHORS FOLLOWING GUIOFLINFS FROM ELEVATION ON SHEET T. F) PER RULES ON SHEETS 2 & 3. INSTALL I ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). AI FROM TABLE E F. A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF 1X C,,, EMENTANGHORS •701-90 USING ANCHORS C OR A. 1 _ B) FOR THE JAMS, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE i tj DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. iD-6 �/ "`� �(.10 &" C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB D) SiMLLARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD A SILL. 61" _ 1 E)DISTRiBUTE ANCHORS FOLLOWING uxtenaE Rxn 6 Mn F, ' GUIDELINES FROM ELEVATION ON SHEET 1 Sxem Bc',e« al x MOW I- 111 41 1 II. 0 Scrcvr 80 %e f 0 4s, F) PER RULES ON SHEET 2. INSTALL.�- .,.- ADDITIONAL ANCHOR ON THE FRAME � 14 DeWaft i4ireCan ® 74ikv 744 ks� y _ 1 ASSEMBLY TUBE SIDE OF THE FIXED :,loss axwrfrt:i'cmr F1'x� 1274k I foe ke, q I' ..::':-' -. ._. 4 CASEMENT (HEAD & SILL). 50aars Awm. 6 x 2z k , [[ A355inel -36 ks 58 kfi k-� 28 f� 13"r~4-ti IS. I _ Gr 33 $Mel $lutl 33 N d5 ks, �" NOT '— - ALLOWED WITH ASSEMBLYh Ei E TUBE .- I 4" Imo" '.'l 71 4 r '- �l 4" 1- PRODUCT REVISED as COMPlyyingg with She Fbrida cang Goda NCIA-No. 20-0402.02 ExPlratlon Datw,0411112023 MianaP ,Dade Produea'Contral Ll.l J a pZf "' fl Q � to ❑ M r z Q `z ,. to 0 LIJ A .. O O 'U (n U it IX „ Z ti < i iv i rr ��tiY �l,1/fir! * : No 58705 . FL 013tit rs.' _� A7LYISF WLEA. PE P F.r 58705 7. Design Pressure (pen fir Single Windows, All Anchor Groups Window Wldlh _J >Jnder 23" "»+701.9p 25-i S116' ' 27Jr4` 3tt 33t2 T 35" 37" untlor 23" t70fA0 +701-90 +701-90 +70rA0 1 +707A0 +701.90 &15/?8 70/-90 70f-90 +701.90 701.90k+7��, +701-90 +701-90 .. 39-318' _ 701 J0 ... iW 90 v. 701.90 70/ 90 70/ 90 +7OO:- 0 46" 70190 +7a1: I 7a/-90 701-g0 701-90 701-91 . _ +70f-09.2 90" +701.90 +76/1 +701.90 +701-BMS 5e , +701.77.7 +70?44 3 83" +701+90 -701-90 +701-90 +7Of444.35 +701.73.7 +70f-70_i 77' +701-90 +701-87.2 +b0l-71.5 ..._59+7W77.7 «60r. 68.8 +/-593 76" +7&-90 +7WS4.8 +701-757+1.87.3 +!„59.9 +1- 57,2 -1- 55.6 Bk" +70l-90 +701430.4 +70l-71.3 BQr.62.1 FOR GLASS TYPES: 1) 5116" LAMI (118 AN - .090" PVB - 118 AN) 4) 718" LAMI. IG: (118" AN - 7116" AIR - 1/8" AN - .090" PVB - 1 /8" AN) "PVB"= TROSIFOC"PW BY KURARAY AMERICA, INC. WINDOW HEIGHT i WINDOW I -+.- WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psn for Windom Attached to a Vertical Frame Assembly Tube i Window Width I._..J under 23" 25-15116' 27.314" 30" 33-117' 35" 37' Anchor Group Anchor Group Amhor Group AnchorGroup Anchor Group Anchor Group Anchor Group A B C D A 6 C&D A B C & D A iB C&D A S 1 C&D A B,C&D A 8,0&D undern' +701-90 +7-90 +70190 +70l-90 +701.90 +7D1.90 +701.90 +701-90 +701.90 +701-90 +701-90 +7w-90 +701.90 +701.90 i +701-90 I +7D1-9D +701-90 +701.90 +70f-9D +701-90 g 25.15116" f 90 +701.9a +70190 +74Y90 +01.90 +70190 +701.90 +701-90 +70f 90 +7Qf-90 +701.90 +7W 90 i +70190 I +7(V W +701-90 +701-90 +70f 90 +707-90 ++1-67.9 + +701-6612 8 +70190 +701.90 +O! 78 3 +7(V 90 +70t 74 +70l-90 _ 45" +01-762 +1-611 +01-73.1 +701.90 +1"67,5 __._-._ 4701.90 _._.... +701.90 _.. . _...,, +1.631 .- +701"90 ._ +701-90 _ t - . +156.4 +v-W _ _ +701.90 +f-65� ' +701-79 9 +701-90 +1.69 6W +70190 +1-59 50.518" +70f•723 +1.69.3 +701.90 +1-U +70f-90 +701.90 +159.9 +701.90 +701, 9D +f55.d 7fll--88,7 + 01-90 i +70l-795 +701.91) +!•59,3 +701.90 +/.56.1 1 7(V1890 +70l-69,2 60 +l-61 +1469 +1.58,5 +701-90 +1-54 +701-86,6 +701-90 +I.5a.5 +701,81 1 +701.90 +146.7 +701-74.9 1 +701.88.5 +1-62,3 + +l-671 1 701.00.3 +1.501 ++7LN-77,7 +1-47.4 70/-74.3 SY 9 +1.58.1 +146.5 +1-55.7 +701-88.7 +l515 +701.626 +701.90 1 +1461 1 +7047.1 +701.W +1-44.5 +701-71.3 1 +70f-84.3 +149.8 +1-639 i +701"76.5 +1+47.7 +701.73.7 +f-45.1 +701.701 TART F 7 ---- Dnngn Pressure 4..:11 k r W IAa Alt=h"d la n Ho n91N Frn _ Asi, l bly Tube W- d wolf ---j iW 23' ..^5. 15118 273.4' 30 33 112- 35" 37 _....... _} ArxMx Group_ Ahch Greup Arcur+ G- 0. hw emu Anchor Group A. ", C-4 Anuho 6 p All AI! AT All A 9 C80 '7p'90 A B CSD A 9 C&D undrtr 23' 70/90 " 74/90 �7at9A 7tl190 +70!_9A_ +7A14178� 7AlgA +741538 7A+,9A 7p19q . 701792--70 A0 25'IV1s' 70r-90 7a190 +7p/90 79/90 +7OTii ' +70190 +701-90 70 90 70f90 70r90 +701876 +7W-90 +70�90�� 08-718" 70 90 7(V 90 +7_ 70190 »701A0 -1, 90 .7 0790 70190 701-90 +7p/-90 +7TII8 ! +i(U.90 +7w-Bo'- 48"1101,10 _ _.._. .7or 90 �_ _ +7N 90 __ - 7Q/?70 _.....,......0 +701.90 +iM 90 ..1700.90 1701-90 70/90 7 70r 90 __- .701.g0 1 50-Sle• 701.90 +70 90 +70/A0 +701,90 »701.90 +?W 90 +7el9A 7a'90 7M-90 •707 go 17p1b90 +7d «70/.99 2 84" 701.90 +70f 90 70'�90 +771419-5 +7W 8a.s 7Q1906 70180'0 g017iT ;701 77 T TN 777 70/74.3 707 7d 3 701,74.7 e3' 7pl-90 +70190 70, N +7cf-M 3 +7(y 76.5 7017E 5 701 76.b 170,43 7 +70173 7 7T.13 7 AIW,701 T0+ 7O 1 70r7A. s 77' 701-90 +7W.87.2 +7077 +701.715 +60/82.4i twO 24 +8252.4 +601.0es ;ZW609 +NO60.A +1-59.3 *rd9.3 a1-59.3 78' +7Al-90 -7019146 +701-747 -147.3 71se.9 +a 58.9 +7.66.9 +I-57.T +1,572 »1572 »F 56F +1. 55a +7.55.a 94' +10i-90 »7Q'8A4 .701�T1.3 +Be/,� 1 +1Sa,2 +1.54 ,, f54.2 NOTES 1} SEE SHEET 4 FOR AD131TIONAL SAMPLE CONFIGURATEONS. 21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 1 V WINDOW I FRAME REIGNS ASSEMBLY TUBE I WMAX T ADDITIONAL ANCHOR E41, iC REt1 _ lWINDOWI . VOOTH SEE SHEETS I & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHOR$ REQUIRED FOR THE. FRAME ASSEMBLY TUBE. FRAME 1A'MAX --�- 'TUBEEMBLY WINDOW HE111GHT .f._..... NANDOW ACIDITIONAI : WIDTH ANCHOR W IF REG SEE SHEETS i & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE PRODUCT REVISED as complying with. the Plortda Building Zode HOA-Na. 20-0402.02 Rxpirsticn Date 04l1112023 sr MIMM"aide Product CWrtrnl LLJ ti 0 0 z z J .. z 0 z J ¢ U- O cy- W G, LO © M L7 * 00 cr- " O Uj CYUj Qf F- 7 3 W r 1 0„65 � `U LLJ eQ y 1.• r � . 374 A I.+1r4N WOLERi b�, TABLE 8: FOR GLASS TYPES: 2) i!#B" LAMI {3116 AN - .090" SG 31#6 AN) PRODUCT REVISED as complying with the Florida - Building Cod► "SG"� SENTRYGLA, ' $Y KVRARAY AMERICA, INC. NOA-No. 20 0402 02 " f Expiratioe DatT44J1112023 WINDOW By. .. ri (f�^'�.... HE1CiHT Miam"ade Product'Co0frol ___IWWDOW e 1NpTH ' SEE SHEETS i & 4 FOR ' WINDOW ANCHOR LOCATIONS AND QUANTITIES. LLJ uj a Q_ U � ILL z ¢ .O $ tD r Lijt N N Q rt e . pQ Q a. Q .0 Q s. Lij t13 � E QLLL w O O ti ; (0 U) U LLI U FRAME <' O m O ;. F fn ASSEMM Y n LLl �� Q ,0' MAX. - ".-..r TUBE ""5 c`, ...3 V Q TABLE 10. 1 t VIANDOW I I v, •c: HEIGHT WINDOW rRAME i _ # ��...... + , HEIGHT ASSEMBLY ! _ TUBE r `` _1 votmW ! ADDITIONAL ..1.. .. ._ W1OTH... �-.ANCHOR tp" MAX (4) IF REO v {y!4 liL17)ITIONnL SEE SHEETS 1 & 4 FOR WINDOW ANCHOR Ir, . - ' ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET iai. IF REQ 3 FOR ANY ADDITIONAL ANCHORS ...-_._..s, ^� REQUIRED FOR THE FRAME ASSEMBLY tp wfNDDW' TUBE SEE SHEETS 1 & 4 FOR WINDOW ANCHOR' LOCATIONS AND QUANTITIES . SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME. ASSEMBLY TUBE k(D ��-. 7}SEE SHEF.T4 FOR ADD,TIONAL SAMPLE CONFIGURATIONS A LYr171111iL1'�{�P�E 2i $4E', SHEET 4 FOR SNUBBER REOVIREMEWS P E N 5R705 Design Pleasure iosp for Sin(le WintlOW6, All AnChOr C>sprJp& Window Wldth ,._� under 23 25.1SHS" 27-.31A" 3D 33-t72` - 35 _f- 37 _ antler 23 +9Q1.13D +gpf-73D +gpl 130 +gar,36 +gDl tap 25-751,6 +gQr.730 90/-,30 +g01.130 +gf)1-,30 +gp(_130 +ea-73D +90f-730 3&31&' +gp1.730 +901�,30 +91b-13p +gp(_130 +9p1.130 +9p!•136 k +90f-13Q 4& 901136 9W ,30 +9p1-730 901130 90} 130 SQl 73p � 9p! 13Q = 505lS' 901 130 907 130 +gpl_130 901 130 BO} 73Q 901 130 gpf 730 ..._S0"� +9pf-130 +901-13Q +9W130 +gp1.130 +gp}.730 +gpl_73p I..+90f-tap � &3" +gpl-,36 +gpf.,3D +gfy-130 +90l-,30 +gpr.l3p �9tl1.13p � +g0f-12g6 72" +gpl_,30 +901-13a +ga-130 «gQl-139 +g0l-129,1 +gp1-12251 +BJ+.173�8 7S" +93f-130 +90l-73p ag(V-136 +9pr-13D +gQh 724.7 +90l-716.7 +9a-1p7.8 +gpr.t3Q +gpr•t3Q +901.t3Q +gDr-tap •gar-T1s a Design Pressure {psl� for Windows Auxhed Io a Vertical Frame Assembly Tape WEndcw Wr'flh uMur 23' 2Sty 16" 27.3la" 30" 33•f12" 3T 37" ---- Anchm Group Anchm Group AnehorGroup Anenar Grop Ar.elmrG v Aneher Group AneherGroup rnder 3&316' 50-518" 23" 1 48" ep" 63" 7aA4 74!•90 +70f-T6.2 +7W-72.3 B f 1 +l�58.1 f0I QO a7pr.75.4 +}-St,i +rS79 +!d 8 8 +1�16,5 +741.96 i +7iN•9p +707-737 +7-59,3 +1. 58.5 +!•55.7 *7a•96 +7 +711F90 +7Qr.90 +701-94 0 9R +70!•8&,7 +7tlr•9Q + 1. +70194 +7a.Bd4 7N BQ.1 6 9 +f•643 +7W9p +7 +7pr AT +7C7.90 +Tu194 7pl 80 B +ia-82.5 C& 0 +7tllAO +7W 9Q 7WAp +7Q7,90 70/-gQ Tk750 +7DI,90 A +7N•90 +701•&1 +70'•&7 +7a•78.9 701-748 f•63 7 7 8 +70!•90 !. +>a 8p +1a.90 +70.'•90 +7pi-80+7QI-88.T +7p •81 +70!•77t C 6 O +70! 90 .71Y.90 a7a 90 +70r-90 a 90 +74r•90 A B "*70r-96�+7Q'.90 f. +7 +74 90 d 90 70f 90 7a-94 +70f-73 � +7Qr•90 58 I 7pr•74.9 +r.55S +7a-77.3 C I D 701 90 7a 90 7 �_ 7p! 90-f- D 90 701 90 € +74190 70r-90 +70190 +707-gp +7pf 90 4 ab8 6�+TW 90 +7a�5.3€+r.593 A 8 701.970i 90 -� !. +70 A0 70/90 79l.9p � 70. 90 r7a•7&53' 70f•90 701-74a 7pt�90 152 p 74 •83.9 .+70.'-799 C O 70190 l 7W-90 7 4- a 94 ]4r-80 7a 90�j 701-90 +7a•9Q; +74l-90 +701�9pT+7iu-9p 70 44.3' +lN 80 70r-76.5 +7Q190 A +7a-90 +To/-90 +7a-90 +70!•75., 741-71.2 60 1 +1.57.2 8 +701.9tl +r47Ao +74r.90 *7a•90 +7u1.80 a741.80 2 +7pr-7fi.d C +7m'•90 +7a.g4 +7a-90 +ia•90 +7p1-84 *7a•90 a7a-97] Q a7Ql•BO + r. 70 90 +7p1.90 +741•BO +7W-9p + 7 70 •90 +701.90 A +70i-80 +741-90 +7N-90 +7a4)?8 +7N-788+7IN-88,8+7a-gp NV �66.3 +183t +70}-90 +74l-90 +TOr.9p +70+•9p +74r•75.9' *70!•723 7a 90 7 a 90 TOf 40 +7a•90 a7 d•90 +7p/E65 � 7aA0 f. 70 90 70l-90 +7a-90 .7plAO «701.90 Qr,al9�, r+>As.urn Iasp l wu,aow attactrrw to Ha f- i F me annr<mt9v nrb+ wrcntcw Wx9h _ � emdar 2J' 25.19f 16_ 2T3l4' 34" 33SI7 35' 3 '-_-" AnChO Anchor A hrx Ancho An,Yn r Gror p A IMY Grwp Anch G p Gfwrp Grout/ Gro P Gro p AR AP All AH A S C8D A B C80 A S f C80 antler 23" 7W 9tl Woo 70,' 9p 76r 90 70} 90 7m 87 b 70I9p 7pt W 7pr-H3-8 7p!-8R 7@ 90 +7a 79 2 7pr 90 2St5176' 70l90 .70i90 +7ttf 90 +701-90 +701-90 «7NR0 +701 �90 +70r.g1r , +79187.8 a7a !K7 o70r9Q 38 318• 7a 9p +-7a 90 r7a9p 74r 90 «7pl,gp 7tl1�90 •7a-9p +7p/�90 •74r-9p 7pr94 74rsp +7pf-9p 7W-8p '~ 9$' 7W Bo 7M 9p 7m94 7pl 90 r 70r 9p � 701.9p 7pl�gp .70190 7pf 9p 7p! qp 7pr 9t1 alp 8p 7pr-9p 54 5re" 747 9tl TN 9p 1m-9a 741 Bp a]pi Bp TO! gp ]Or-9p 7or 90 a7py AO 7a90 74! 49 +7aA4 ]0' 90 fip' 7a 90 7D' 90 •7N 90 r7d,9p r70/80 401.9p 7pr-9p 7p 9q r]pl Ao _ iN-90 T4190 � 70 '89 � Tp/.9p 83' m-9p 7p! 9p' iW.4p a7or•fl0 «7W 90 +7o�A4 1 Jor 90 70190 .Tor 90 7a 90 7a 90 � +7Q 94 Tpr 9p T7' r7W gp +Ta80 �7pu-90 .i0r 94 •7W90 +7a�90 +70.'-9tl • a90 f7b?90 +7CY90 a7a 94 a7Q/90�+Ta-90 7F' 7pr 9p 7pr 96 7d1.90 7tl190 +7W 9p 7a 90 a7p19q +Tpl 90 +7W-ttp • 7074p 40.a7p1 90 aT01-s0 _..,,.,_. 94• -+7a�90 �7G�:9a +7arao...� im-eo -r41-sp •74r94 . TABLE it FOR GLASS TYPES: pROoticT REVlseo 3) 7116" LAMI (3116 HS - .090" SG - 3116 HS) as complying with the Florida Building Code 7) 718" LAMI. IG: (3116" AN - 114" AIR - 3116" HS - .090" SG - 3116" HS) NOA-No. 20-0402.02 9) 7/8" LAMI. IG: (3116" T - 114" AIR - 3116 HS - .090" SG - 3116rr HS) Expiration Date Q4111d2023 "SG`* SENTRYGLA6*18Y KURARAY AMEMCA, INC. By.. MlamJ-jDada Produa Cahtrol WINDO _ u HEIGHT f _ .,.� WINUOW WIDTH Q SEE SHEETS 1 & 4 FOR LJ.,1 U WINDOW ANCHOR 0 °0 a LOCATIONS AND QUANTITIES Q TABLE 12: U tL Z O <{ O n 1� n Q t N N d r Co U) " Lu o O �Y Q G Lu 0 FRAME aI O ' O U t0"MA%. ... {J. A5SF.MBLV m �x ,'W ,�Q TUBE TABLEI3- �. ..._ E ..........._� WINDOW HEIGHT WINDOW 1 FRAME HEIG ' f / 7USE m { A I)MONAL WINDOW _ _.. rym ..� --•• NgDTH r`�'""-ANCI40R �I �.. ✓ �,: t0"MAX { 141-IF AEC. SEE SHEETS 1 & A FOR WINDOW ANCHOR ADDFTIONAL LOCATIONS AND QUANTITIES. SEE SHEET ANCHOR 3 FOR ANY ADDITIONAL, ANCHORS 4 (4). IF HFO. REQUIRED FOR THE FRAME ASSEMBLY I - TUBE. I 1r i WINDOW SIFF SHEETS 1 64 FOR WINDOW ANCHOR 4 >7 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY " U TUBEQj . un . .. .:.rl1L' •ti. NOTES. '.!- 1) SEE SHEET k FOR AADIrONAt SAMPLE CONFIGURATIONS ,! 7 i 1 1 E t t` 1 \ A LYNN MIRFR. PE 2i SEE SHEET 4 FOR fiNU88ER REQU114EMENT5 F.E.N 58705 Design Prcsssac (pal) for Slrlgin WEntldwg, All Anchor Groups Window Width under E3' 2675J16" 27.314" 3p" 33-tl2' 35" 3Y' uretl0l 23" +gq!-130 +gp1-t 3p agpl-130 agpl»139 *9a-t30 +gpl-130 +9a•730 25.15116" +9p!-130 +8pt�130 a901-130 +9a•130 +9a-130 agpf-130 +9a-130 39.318" 4B" +9a•13p +9a-130 ago-130 +9a-15p +93l-130 +9a•13D *90f-130 +9a-t30 +gp!.730 +(�l-730 ago-439 +901-}30 +901.130 +9a•130 >� 50.5l8" +9a"130 +9a-130 +ga-130 +9a.130 «901-130 +9p1-ij4 +9w-130 g�__ a9w-130 a90f-130 *901.130 a9N•t30 130 +gpl-I30 *9a•730 &3- 72" +9a-134 +9a•130 a9a-139 +Ba-130 +80r•130 +90l-130 +941.730 +ga-t30 ago-130 +gp!"130 +ga•t 30 +9p1•!30 +90.�•130 +90l-730 76" +9a-730 +ga-130 +861.130 +gp/•?30 a9a-130 +901.130 +9a•130 54" +ea-730 «ga-130 +BO!•130 +gpl-130 +gp/-13Q 17vsipn P2�sgum (pail fpr WSndaws Allachod (0 0 L'pxlFLal F!Am0 A65Smbly TUdp Windvs+ Width under 23" ".5 }5116 27.3la" 30- 33 U2 33' 37" ---' Anchor Grou p n hq GIAUP Anchor Group Anchor Gmuq ..���. Anchor Oro p A7xhvrGmup .. AxhorGvtry B .-C O'_ A. B .. CBD A B C8D A O A tntd �2Y A0+791•90+:7a90 a70f9D +70!•90a7a90 a70!»gp +7a•90+701.90 +7a0+TQI90 +7a.90Ta-9@a70190a7019p7p7g1907p190 25.1,1-90 a70l5p +74!30 +741.g4 _ +7Q'•90 «7a-90 +7a-90 +70l-90 a7pl�90 +70r�90 +7a•90 +74r•90 +7a-90 ' +7pr 9p +7ur-90 +7a�90 a741�gp a701.90 +7a-94 a7a-90 701.93 � «70190 «7a-94 aTa-90 +7aaD 36.3lB" +70!•90 +70l-76a a7a-&7 I +Ta•90 +7a•90 +70f-90 +7a-90 �7tll-90 a70l-90 +74r�g0 +70!90 «701.90 +7a AO +7a-99 +70f.9p aYD!Ap +Ta80 . +T01-90 +7p1.90 +7a-90 +70l-90 +70r•9Q +707.90 +7Qr-90 +7a•90 a70r-90 48" r7IN•76.2+701 73 t a7 - a 84 +7a- 4 64 +7 !- p 90 +7 a 90 70 75.9 7aAp a7a-90 +70r T3 70f•90 Ia•BO I TOr 90 � +7a•78 5 +T0190 +7a-9p ' +7a-90 � a7pl 75 t a7pr�9p +7a-95 a7pI.B0 +7p! 82 9 *>a•90 +701.90 +7a•94 50.5r8" -+70r.72,3 1ST 9 +169 9 f 7a-00 +la.Bp i +7a•94 +7DI 90 74 7a 8 781�9p +7a-90 +r-69 2 7a 88 7 7pr 9p 7a 0 7a•7a a +7D-.94 +7a•90 +7a_gp +70r7f 2 7a�90 'aAp 70F90 +70r 78.6 +7a-09.9 +7a-90 +701.90 60" ar.85 f48 9 / 56 5 70r•80 +r•6T S +7a-B6, 6 a7a 80 a7.63.7 +7pr-0i +7qr-g0 +r-56 a 7a 7k 8 74l 69 BL 7aA0 1.62.E 7DI.83 9 +7p1.80 3 � +70r-90 +70f-69 2 70 -94 7a 90 l-86 3 7pr 75.9 +7a-90 701.90 83" +r.y8.1 r�8.5 +l-55.7 3 �+7a-62 5 +7a-9p +!-661 +7a-77. t a7a-ep +155.8 a70r-7s 3. +Tpl-BS 31 +7Cr-gp- �-+l�R9 8 .7DI.79 fl i a70t.76.5 � +7a-90 +i_57.2 i +70rd6.4 +7a•9D «7a-90 «r•63.1 +7a•72.3 +7N•86.5 +7a-94 Oasign Prasvura (ps1} for Wintlaws Allnched Itl a Hprixanlal Frame Assembly 7ubp Wiredvw Width under 23" 25•i5r18' 27.3✓4- 3p"-1!2- 35" 5T" Anchor Group Anehor Group Anchor Group Anchor Group � gnehorGroup AnChpr Group � Anchor Gmup All Ail All Ali A B C8O A B C&D A B C86 under 23' +Ta•80 +7a50 +70f•80 +7a�9v +Ia-90 +70r-B7 6 +7a-90-+7pt-63.6 +701.90 +7w-90 a701-79.2 +7a-80 25.15rt6" .7Cr-gp +701.ep +7a•90 +7d-90 -a 761-90 +70l-90 *7a-90a7a-90 +7a�7.6 a70l-93 +70l-9p 31i-31B' «7a-90 +7a470 +7a-80 aTa�90 «7p1-90 +7a-90 +701,9p +7a-9Q a70l-90 a7a-90 +7Ql=90 +7w-90 +7a•8p z k$' a7p1-9p +7w-90 +TO!.Bp a7w•$0 a7a•90 *70r�90 +7w-90 +7a•90 a7a-90 �ta•90 +7pr•90 74!90 a70r-e0 x� $ SOSB" 63" 77" 7fi' +7a4i0 +7a�93 r7a•90 a7a4i4 +7pl-8p 7aA0 70,Z w 90 7w 330 7a 90 t7ar.60 +7a•9p Ta 94 +741 8p +70! 90 +70r-90 +70/90 70fA0 70 80 70lAD +7a•90 +70l�90 +70l-90 7a 90 70! 94 7a•90 +7a-9Q 70190 7a 90 7.1.. +Ta-90 .lO/A0 a7a 90 7a 90 ala.9p +7a-g0 +70�-9D 7a_gp 70f 90 +7a•9p a70l-90 aT0!•90 7a 90 � 70! W 70140 �701 9p 7a 80 70r 90 1 ata 9U +7a-9p a7pf-9(1++7w-80 +TO! 9p +7Q7A0 +7q! BO +7a 80 70 90 7pr 90 7p 90 +70r 9D *70r-9Q 7a 90 7p! 9p +30 90 7gn90 94" wvr.9p +Ta.90 +7pr-� +:Or-9D ,7a.ev +7a-sp I :iw 9p.. FOR GLASS TYPES: TABLE 14- PRODUCT REVISED 5) 718" LAMI. IG: (118+' T - 7116" AIR - 118" AN - .090" PVB - 118+' AN) as compiying with the Florida Building Lode "PVB'= TROSIFOL hv6 SY XURARAY AMERICA, INC. NDA-No. 20-0402.02 Expiration Date; 04111 {2023 Miam{ pade Product C"Irel r Q WINDOW WEIGHT .,........ ._.__ I C7 WIDTH Lij Q < SEE SHEETS 1 & 4 FOR W '' C� WINDOW ANCHOR LOCATIONS AND QUANTITIES. C� Z TABLE 15 J_ Z ¢ ., O W 2 co N CV M fA F C>' va�D � `�Z n° W O O W FRAME f � to FRAME V O G' O `µF .0 'Cr' MAX ---r^� /-ASSTUBE "0� i "W A- � Q TABLE 16: ........._.. I WINDOW HEIGRT m t) u WINDOW FRAME ii HEiG74T .-ASSEMBLY .I__. T116F: �! WINDOW I+ ADDITIONAL yy jj-ANCHORi t S_i_­ WIDTH 1<I. IF RED SEE SHEET$ 1 & 4 FOR WINDOW ANCHOR } ADDITIONAL LOCATIONS ANQ QUANTITIES. SEE SHEET - I -ANCHOR 3 FOR ANY ADDITIONAL ANCHORS j (4), IF REG REQUIRED FOR THE FRAME ASSEMBLY ....... .. TUBE _ r -�1 WINDOW, j 11 WRDTH SEE SHEETS 1 & 4 FOR WfNOOW ANCHOR LOCATIONS AND QUANTITIES SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS - REQUIRED FOR THE FRAME ASSEMBLY --� TUBE--� ��' , 1T, _ F t NprES t] SEE SHEET 4 FOR ADD$TIONAL SAMPLE CONFIGURATION$ A. LYNN MILLER. P E 21 SEE SHEEP 4 FOR SNUBBER REQUIRF..MENTS. o - 0 58705 Design pressue #psi far Single Windows. All Anchpl Groups Window WWM under 23 7IN-90 1 ; 25-i5T16 7W 96 27.3f4 30' 70l-9G-7W 90 33•i/2 3S 76'�96 797.96 37" 7W-90 under 23 25-15118 70/ 9EI � 7W 96 7©f•90 TW 90 7W-°.:6 7p1-90 741-9p 3&318- +74t•417 +71T!•90 +747.90... +7W-90 +7GlA4 +7QI-90 46' *7IN•99 +74l-96 70/•90 +7W90 +70lA4 +7W94 -7W96 SB•518" +701-9fl +7W9D +70f•90 �t707�0 +7g1-90 +7W96 +7W-90 60' +7Dr-90 +7W9p '+74f•9C +7W90 *747A4 +T41.0S.6 +7pf•84.8 83" +TIN-9B +70l-96 +74l-90 +70r.gp .791.87.2 i .1111846 7W"8a +707.79.9 7?' 78- +701-90 +7IN•90 +7W-98 +7W-90 +TIN-8B.5 +7W-61.5 '+701"86.3 � +74f•76.7 +6p7-70 +6p,+-69 4 +641$7.2 � +6W-65.2 «6IN-67.6 +601F3.3 86" +78I-90 +74f-90 +TIN8L3 i +60r..76 +5W-61 R f7esign pressure SPsp br Windows Allgched to q V ti of Ffereq Aesambly Tvbq w WE do Width ' under 23' Anchor Group 25.15f16" Anchnr Group 27-314 Anchor Group 37 Anchor Group 314l2" Anchor Croup 36" Anchor Group 37" Anchor Group A B G D A B CSC A B CBI} C j O A B C D A B CBD A S CBD p under 23 25-t5176` 741-9p +7W9p 7W 90 +7W9p .70P.90 +TW94 7p196 +7tl/Ap +70l-9p +7p1•90 7tl1.94 +7M-9p +7pr 9p +7Ik-9p +Tp1 sp T4r•9p +7p79p +74f•94 Tp!•9tl +7p7.99 9p .9p 7W9p +7pr-90 +7M-94 +7tl/-9tl +70/Atl 7W 90 +70r-90 +70190 «74r-90 +7pl-90 +79eA4 +70f-46 7W 90 +7W-94 +70l-90 •74f-94 +70f•94 +iW.9p •TW94 +7W-9p +74r414 ; +701.9p +74r-9p +7rN-9p 3&&8" +7W94 +7p/•75.4 +iW9p +7pf94 +74f•84,5 +701-94 +741.9p +7W79 !. +7W-80 +74f-9p -9p+Ip+-96+7p1.8p+7p/-07,6«707�9p+77pr-8p+7p1-7&71«76/-99rTp+�9p�iilr-74 T+701-73'To)-90 +7W9p +7W-94•7W-94+78'-94864+70/8399490+f�2S+74r• 4S +70l-762 N6117u'•73.7 +1•56.5 a7G-9p +7GA01•Sa66+7pf•9p+r•5p5 ar-875 +741.94 +7p19063t+7p1.9tl7pf9tl +7W-94r599-907p94 +. a7plAt7p1.94 -9pr9484�+70i-- $7+7pfJ4 .4.9 +71N-896 +747.90 rr-523 +1.67.f «70l-80.3 +74l-9tl +!•593 +/-54t +7pr-gp�7W9p/5617MS99-94_p"+1.46.9 +741.84.2 +TW.+7W-90 +74l 888 +l.474 �+74f-759 .--- .663" +1•SB1 +1.485•557 +lpr•887+T•STS741.92.5 +79!•9pl•48.1+7W-771 +74l-84 +r-445 +7W-Ff3 +7W-853N8'-94 +l-49SN-639$77.7*741-76k+7W-64 H�451�7W-723-79.9 fk yn f nws InaA tb WirNaw ntarr. Mvf t 1 tan;anlAi r , my Rs,amhly luhv fj Window Wglh f uru/ae 23" 25-1y16 27-ua' 3<1)�^ 33ifp- 7s 37' Arwha nncnci nwhw c w c w r p r ua a rorc uF AnaMrc 4+ rancho [. p A8 A31 Alt ME A 0 C B TI h P r R D A 9 C d D untlgr 23' ]p/9p ' W 90 70! w6 7b1 Ap 7a 94 7p187 F Tpl 9$ IN 9p 'Trrl$7 $ p7 r � f0._a$ 7p 7q 2 7$iGpap 2615+7G" Tor-sp Tpl9p 7{NP6 T�r+1n t71N4R rNptl rpi-ao ,>N� r +rorw� 7LVAfl rpfA7fl rprap rasp 3a�ra «m790 +nu.m .,vf!xs im9p .Tmtxt +7o7-so rm-� +7pr9a .7uro +rprsal .weae . rpr:ao +Tm9p �. -08' !N 9fl rof 9f1 !a/ 9p Tar 9p /fl/ 4T 7p! 9p 7pl 9p 7p1 +JO ! iN 9P 7p! 90 IIH 9p - 70190 IM-9p 4 59 hl9" 7pf 9r1 70/9p 7M Ffl 7M 90 7Ur 9p 71719U 7a19p TN 911 7N 60 1 Tp' 9p 70/89.8 7M-9I ipl90 PA' 7il/f#S 7W 9f1 TO AL} Ta/911 ]p/++a lruwl TSH 9.7 lM 6nP lUyE98�7pl BNh 7p/M.F 7(If Wf 7p Btp � 63' 7(u 9a /p14n 7tL 9a Tar 9p 7N4Sr7 7a tf7.l 7p R7? +Id-04 7N 6+ ] Ta. hi n7 79y 7e iR9 7p 799 ]7- ip/-9f1 +in-ap !pl $65 /N815 «6flr ip Fpf-]p FIE'-7p +Frjl!{94 NVh9R pp -rYIA pryh/-5�Gp1-h'fF IiWKy ii 7fi" +7W 9c1 +lUr9J +T01 Qti3 r7a1-76.1 +AN-67.2 +$rHti7,2 +Bp1bl.2 �e1Mu.i2 +eu-u52 +8pfdi52 6fN631 € +hOrr-(i.i :! iFrWFn71 89• +7p1 9a •7pl9U +7p181.3 +bTU7V •6fV&1.B +8pf.tl7.8 +frW 67.9 i--- FOR GLASS 'TYPES: TABLE 17 PRODUCT REVISED 6) 718" LAMI. IG: (3116" AN - 1/4" AIR - 3116'" AN - •090" SG - 3116" AN) as eomplying with the Florida 8) 7/8" LAMI- IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 6uilding coos NOA-file . _ 20L --- 9 .02 "SG-^ SENTRYGLA BY KURARAY AMERICA, INC. Etapiratlon Oate,0411112023 MiamF79ade Predue,,CCartrol WFNDOW , HEIGHT g -t-W ,�, LLI A WIDTH SEE SHEETS t & 4 FOR LLJ o U WINDOW ANCHOR n LOCATIONS AND QUANTITIES. z �Z]] TABLE 1S: LL" x'. Z LLJ � O Q N r (n Lu � ei E - 00 d u �i0 r"00 Cn Z uZ LtJ iA fA Z O C7 O Z W ...:E• t O O = s!] tfj U FRAME LLI Q ti ASSEMBLY n`. ID" MAX ..,_wl ;-+.., _/'' w+ / TUBE TABLE 79._, wrklXlw HEIGHT WINDOW FRAM(: HEIGHT ! ASSEMBLY i r TUBF: WNDOW ADDITiONA1 I y ✓ t I a a .. "� ti""... ANCHOR i J 'Y. W+DTt l 10"MA%A -1 l4i IF AEG AVbITIDkAi- SEE SHEETS 1 6 A FOR WINDOW ANCHOR -ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET (n1. IF AB0 3 FOR ANY ADDITIONAL ANCHORS - REQUIRED FOR THE FRAME ASSEMBLY _ - ...�.! -WIN➢OW TUBE. f WIDTH - 4 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 1!. - 3 FOR ANY ADDITIONAL ANCHORS '7 REQUIRED FOR THE FRAME ASSEMBEY '"7r •. }J TUBE 'r :K(/ �`-- 1j SEE Sk£EI' A FOR ADDIT€ONAL SAMPLE CONFIGURATIONS. r r I I I I 1 21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS A. LYNN MIUr FR. P.E. PF rsF9.. E� Design Pressure ipaq fnr Single Wintlowa, All Anchor Grnvp tAOntlaw Width +aldar 23" 25-75178" 27-3fA" 30- 33-1lT 35" � 37' under 23° �9pl-730 +8pl-130 +gpr130 +9a130 +90!•130 +9a-43P - 90f-130 ZS-t5lSS' +m1-130 +8a-130 +8a-130 +9a-S30 +967.53D +9a•S3q-{j�_.._901.13D a 38.315" 48" +9a-130 +9a_73P r9a-130 r9W-t 3P +gOr-130 +90t-S30 +ea-730�j +9pr-t 30 +-901.t30 +BQT-130 �+90f-130 +g01-53P +90f-730 +9pf130 xS 50.518" +90l-t3a +9G'-13P +9Dr•S30 vga-730 +gOr-130 +Sa-t30 +gpl-130 8D^ +9Pr_130 +9a-130 +9tl1.130 +9a-13P +mr•t30 +90y.t3D +9P!-t3P 63"W 72" +9a_730 +9a•130 +9a-130 +9a•73a +gpf-730 +90f-730 +90r-13P +9a-13P +901-t34 +g0l-130 +g01-t30 +901.124.8 +90f•130 +9P7-it5.7 78" +90l-13P +9a-73P +9P!-f3P +9a434 +9pr-t26.2 +9a•1 i5-7 +90l-109G Bd• +9a-13P +ga-330 +90r•730 +9a•}30 +9D!-l78.4 Design Pmsaure (pe4 4Fr Wrndav+a Atlachetl ro a Vedreal Frame Ae9emhiy Tuhe Window Width under23' 25151t6" ?7-3r4" 30" 33-112' 35' 37" Anchor Group AnchorGmup Anahnr Group Anchor Group ArwTorGmup Anchor Group Anchor Group A B C D A S C&D A B G&D A 8 C D A� B�� C D A 8 C80 A B C D under 23' +7Dr•80 +701�80 +70f"80 +TOI.PO +701.9f1 +70fA0 +7a�P +70r-9P +laAP +70rA0 +7a-90 +la_gP +7a-9P +Till-90 +7pr.gQ +7Pr-9R - +7a-90 j +7W-9P +7a-90 +T01-9P +7a-9P +7a-80 +70f-90 +Ta9P +70r-9P � zs-tsns^ +Toro 7Pr9P 7Dr90 +74r90 wa-sD +7as4 +7a-9D r7pr-sD «7D!-sD +7a-sD +7D1-9D +7a-90 +Ta-90 »rD'-so- r7Dl�sD,aw-90 +mr-sD +7a-90 +Ta�9D +7a-9Q +7o1-9D +ror-sD «7a-sD +ra-en � afi-316^ +rolAo +TGrTs,4 Tor90 Tor90 7ar-9D Tor9a +7a.so +rof.9p +7qr-sD +7a•so +7a-sD .jarsp +rDr•eD rr4+-sD +7of.sD +�aeD +ra-sD -7a-sD +7Dr-90 rra-so a-sD +ra-sD +Tor-sD +7aao •7m-so OS' 70r 762 l81.1 7Q/737 7a-90 701-044 +Ta-90 +701.90 +7 175,9 D 7 AO a +7a •� r r a 73 +7 f D 96 + rD �90 + 7a 8D «7 ! 7a-9fY D �0 D 78 5 + 7a-93 +-- 7 7a 5,1 +*7 7D 9D a 96 + 5D-615" +70/-723 +701-90 70r�D.t *7Q1-8$�L70714-TD-1- 01.74.8 +701AD t7a-90 - f69,2 70f-867 +7a-90 7419p i 7Q 7a A: 7D7-9D 7Dr 7a 90 7a 1t.2 7D1-90 +7a50 7al•7$6 +70r•849 +7a-00 E i701�90 60" +1.61 +f•48.9 +1-58.5 +701�80 +f87.5 +701A8 63.1 +70/.81 +7a•9G4+70l-74.9 +7P1.+70i�90 +1-6281-r•7aA1.g+TO.r-BP.3 +7a-63'+1.56.}+1-065 +1657 +r +r-Sa3+7alA2 7a•9f-6(Y! +7Pr-771 +7a-96 +!-55.8 +rOr-71.3r +7a8S.3 *70.'-80 +!-58,8 :+7a-78.8 +76'-T8.5 +701.90 +!-57.2 +7PI.78.a *7a-'3f1 •l�3.t +rOr-723 +7Qr-8S.5 w7a-9D ties pn PrgaaurO IPaP hx uVln4o�w Ailachetl taa Hn„xw Lel Framn AscnmWy TuW mAntnrw WirJlh ( ---� umYrsr 23' 2575/16' 3P- 35" 37" Anennr Anehor Anchor And,nr - Group GmuP Group Group Aruulwr Gr000n_._._._ Arxawl Grn,rp AnrreorGmuP Ail All AI! AR A 5 G d D A B C& 0 k � C A D nds 23' 707 99 7P/ 9P 70/ 90 7a r-IP +Ta 9D 7A.67.6 7019p 70/90 7ad3 6 Ta 96 7W 9P +701 79 2 7Pr.9P 3515l F6" 701� 70,w 7a40 �7a 9P -+7a 9P zar�y 76r-90 7019�O14P 7pl.9P 7a 8T.8 ...�90 �70r-90 3&3f8' +7W.gp �7(7/.40 a701-99 +7a�90 �R01.90 +7a-96 +7t11 90 +70+�90 *70690 +70.'94 *7W-90 +70190 +701A0 �. 48" +hTl 90 +7a-90 +7N-4P +7a-90 +7a.96 +701.9C , +7W90 +70r.90 +7a.99 �70,.96 +:7PI.90 +701.90 �.1Pr.4P 5P-5!e' - +70r-A7 +7a 90 TO!-90 7a90 7a 90 7a AO +7tl1 BO +7aA0 *70r�9D •70f-90 +7a 90 - 7a90 60" 70 AO .7PI90 is 9P 7a 43 +�70, 9P 70, 90 IW 9P r797-90 +70.,�m +T0,-90 +70/�90 ,7a-4P +7a9P __ ""'-- � s3" ras9 :ram Tar �e rase Aoe m b. _ 70f sli 7Pr s0 7Df 90 +iu so Tor sP ra 90 +7a-so +7w �o �r +7aso +�a.eG +7o%so _......... +7a 9d .Ta so --�-- .7a-sP --- aa,9P _ 701$P � +7P19P +7a9P 701-9_0 +7Pr-90 «7a-90 78" +la9P +70r90 +7a-90 +ra-93 eta-9Q «ia-9a .Tor-9F}-� «7pu 9p-+Ta AP _ +7a 8P 70r 9P +iPr40 .7pr.9P ea-iPr-so +7m.so +r9r..sP +7a-eo •7a-9a +7a-so +7or9P mm �_ TI F art roan . t DeacA on msurtel 1 Fqm• REM .. 2 707t Anchor Ute 6D63- Alum 3 7003. Sash TOP, Batton d Sid• Rail SW3-TS Num. 4 70D8 Twms Comer Key 3t•ld 5 7009 SftfiComwKoy Swel 07078 Fnm• Onk•t I Foam 7 72 Sash Corw Gawkat vin I Folm 6700 etlb Wa t87' x ,275' x 10 =4 Maxim ti oint Lock S" 11 7C23 Lack Support NO S" 12 n14 Muth -Lock Keeper Sree1 13 T013 Tie Y airr U-klo Nykat 14 7015 TleBar Aasem St••I o SS 15 7lY[3 W"—lm0ypd Operator. WW,-24' SwN 16 t 7027 iMulm Dt1M Arm Opwr*Wr. WW>24' Bt••1 17 70wxOP•ralor Gasket Y oam 16 7031 arB PW S" to 71151 Opwator Spacer tllook Nylon 20 7032 Stud Bnck•t S" 21 7033 Op•ra1Or Trwk 3 S"r) I Arm) Steel -22 Pees "mw any), Memrf by TMh S" 23 7060 E n M•rpA. Truth SWI 24 rktbMr, AMf•blWMA Stoll 1113 • l6bak x 3l18' x 1.11M EPDM 1714 t ftr t lok 5/32' xT716" x 1-IM' E M 703E Lams Bead B�- K33 7042 Lemi Bead C 6063-TS Alum 7 Lam" Beed D 6063-T6 Alum. 1 4 I bWa FMx PVC 70 ___._. "b _in1 __„ _, DaN 791. M ar M x PVCTF SYbane 60 7006 Sm-w mlrne 31 14 Alum. qt rknon Conwr Key IRwlpinpRi°kyl�0- 62 W _ Sc Cloth � iEoe�Pe!sx 83 1835 igrtluri i iEniy EM. PVc 320 'c r�oen SIRnn S1Mnl••s Steel 70 1294 anriw n "Dion ge 9063- Aklm_ 1 YOU Frame AW Tube 606}T6 Akre. 8c a9732 x 11 Pn Mach, Scr TYPE B Stab," a Steet 1 1157 N8 x VT Ph. Pn. SMS ;tit lmlkatn Stee4 06 x 5fr R Ph, SMS SkQlvbena StM1 83 a8 r 7fir Fl. Ph 8MS t�rlmlan■ StiN 84 0 r 14 FI. Ph. TEK tNnW■ SUN 05 88 dE %1-1Z Quad Pn SMS St•itya• Steel 07 010 r 7 Ph, Pn,I TEK Shudeea StsvS 6B 1�U".'l+s x 911 h. TYPE F SUlntno Slvel BO 012 a f Ph Pn. TEK 316=11 She" ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3. SHEET '$' � '� �. ,I_.l CORNERS •sue I '' � �!o_Sct{t5 � f 1j v'Irl70 TE "H'}.OGY Oa NE raQ� fi,;I l!r Ylii.. IIt�6 I•Ai lYW4Fk LP.E REGISTR.RTICM' #7929F p.E.e 64" :Krn trr- 4 JR 03l13l20 ADDED BkCKBEDORK'. PRODUCT RMISED a enrr1plyfnp w th the Fladdo Il/rNdW� L`aLe ��� t10A-IIO..r � -V el[pir'ati0h Deft �arrrl-o.d. F.e+rMxr.�ttT•r BOM AND CORNER VIEW J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 08IM12 ,- Ms,Ato-N. 1 lf Grvrin9 W. Fry. CA-740 NTS 10 OF 11 1 MD-CA740-LM D -- SILICONE STRUCTURAL 114" NOM ptlLYISOBUTYLENE- WITH DESICCANT / r EXT.GLASS i r INT. GLASS KODISPACE 1400' 4SG TPS HOT -MELT BUTYL STRUCTURAL SILICONE - .r - 3116" NOM FOAMS " WITH DESICCANT L y rXT, GLASS... v/j vi GLASS SUPER S0ACER0NXT- ALUMINUM REINFORCEMENT FOLYSSO- DESICCANT FILL AREA BUTYLENE- - .--- 5r16, NOM. 5116" NOM SEAL 1SUTYL&i �v SILICONE SEAL DESICCAN7.�, /� - ROLL -FORMED II FOAM h STAINLESS STEEL —� EXT GLASS - Wi GLASS-INT GLASS lq)DUR_A_SEAL� XL EDGE"" SPACER `j -'SPACER Part # Description Material 100 Kommening 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 102 Quanex Duraseal Spacer Materials 103 Cardinal >L Edge Spacer a NOM. I 2 919" ........... 2 794" \\ FRAME HEAT? �i SILT. & JAMB *7002, 6D63-T6 1 ��.MLmm. ) 4 t • I r,..� ANCHOR PLATE 2 47071, 6063-T6 lT4 a6s' I (� BEAD B \ /35 1 47036, 6063-T6 e7o• ty � BBAn \ 7% #7051a, 6063-T6 1� fVo. Ffi7(� - ;� �C fdAL r'rfa I1,11�1. A LYNN MRI.ER, PE. P E.e 58,06 i m... ..f A " 062" NOM 2.139" SASH TOP �. J B&StoE 97003. 6063-T6 040" p-- 1.000" 423" EPXEQ (O SCREEN FRAME j #7006, 3105-H14 S23" it 855" T f 36� B�An cE #7042, 6063-T6 i > i7 2.7:0 062" r �71� FRAME ASSEMBLY TUPE #7OG4, 6063-T6 1.187' 3 Asa" 1 &D_ POO FUINGE 7 #134, 6063-T6 PRODUCT REVISER as complying with the Florida Building Code NOA-Ho. 20-0402.02 «cn Ear 011e. x - Expiration Data 0411112023 JR 03/13/20 NO CHANGES. Mlamt-,Dade Product Control I EXTRUSIONS & SPACERS I J ROSOWSKI I l 34 $ � CA-740 ANTS r�11 OF 11 MD C 0$10$112 �411 tNtCASEMENT WINDOW DETAILS - LM & SM _-_.. MD-L M I" D