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Home My WebLink AboutNOA Horizontal Roller Windoww� MIAMI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 www.miamidade.i!ov/buildine 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 "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 No.18-0627.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0406.04 MIAMFDADE COUNTY Expiration Date: August 23, 2023 Approval Date: August 27, 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. 18-0627.01) 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-0627.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-0627.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 2. Glazing complies with ASTM E1300-09 Manuel Perez, P.E. Product Control Exr NOA No. 20-0 06.0 Expiration Date: August 23, 3 Approval Date: August 27, 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. 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 July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE (Submitted under NOA No. 18-0627.01) G. OTHERS 1. None. Manuel Perez, P.E. v Product Control Exapl-Rr NOA No. 20- 0�4 6.04 Expiration Date: August 23, 3 Approval Date: August 27, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify 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 61h Edition (2017), prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and updated to the FBC 71h Edition (2020) on 04/02/20, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTm) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel Perez, P.E. Product Control Exa NOA No. 20-0 06.04 Expiration Date: August 23, Approval Date: August 27, 2020 E-3 ti PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (coN NuED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6tn 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. 18-0627.01, issued to PGT Industries, Inc. for their Series "HR7710A" Aluminum Horizontal Roller Window - L.M.I. approved on 08/23/18 and expiring on 08/23/23. '70'aK�wnm 0 Manuel Perez, P.E. Product Control Exar NOA No. 20-0{{ 06.04 Expiration Date: August 23, 3 Approval Date: August 27, 2020 E-4 r SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT RATING 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FORANCHOR VARIES PER GLASS TYPE, LARGER SMALLMISSILE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). QUANTITIES, 1Y SEE TABLES 2-11 Ih�ACT RESISTANT SEETABLE512-14 23' 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE VY IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. USER INSTRUCTIONS: 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMWADE COUNTYAPPROVED — 1) DETERMINETHE SITE SPECIFIC, WINDOW MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALLATIONSWEURE SOUTHERN PINE, ASTMC90 OPENINGS DESIGN PRESSURE REQUIREMENT CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPEFROM PSCE 7. 4) ALL WOOD BUCKS LESS THAN I•irz' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS 76• A A 2) MOWING YOUR GLAZING OPTION ITABLE I), ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1rz• OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE THICK OR GREATER. IX AND 2XBUCKS (WHEN USED) SHALL BE DESIGNED AND SECUREDTOPROPERLY HEIGHT 69• 6B" YOUR WINDOWS DESIGN PRESSURE FROM TABLES TRANSFERLOADSTO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH FMED 1 2-11. IT MUST EQUAL OR EXCEED THE DESIGN OF THE ENGINEER, (EOR)ORARCHITECT OF RECORD, (A00.). 75. VISIBLE VISIBLE PRESSURE REQUIREMENTFORTHE BUCK LIGHT LM'NT 224W WINDOWOPENING OBTAINED INSTEP I. 5) ANCHOR EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT D.C. 3) DETERMINE THE ANCHOR QUANTITY FROM ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILLANCHORS MUST BE 34.316 T STALED. OVERALL SEALING& FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE I SASH 34-3/e'FIXEO 1 TABLES I2-1 &. DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. L VISIBLE VISIBLE LIGHT 4) INSTALL AS PER SHEET 15 FOR FLANGE LIGNT INSTALLATION, SHEET 16 FOR EQUAL LEG 6)1/4• MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATION OR SHEET 17 FOR INTEGRAL FIN THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION. B ]J DESIGN PRESSURES '� MAY NONE: DESIGN PRESSURE RATING DETERMINATION A. ASTMEEDESIGN LOADS BASED ONSMUCNRALBCVCLETESTING AND GLASS SEE WIS SHOLEEET 7S BUCK WIDTH MAX PER ASTM E1300. NOTES THIS SHEET BUC IS THE SAME PROCESS FOR ALL FRAME TYPES B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE 76' OVERALL WIDTH ro (FLANGE, INTEGRAL FIN OR EQUAL LEGIBOx). CS DESIGN LOADS ARE BASED OTING AN D GLASS PER ASTM N ALLOWABLE STRESS DESIGN. ASO. TYP. FLANGE XO ELEVATION (OX SIM.) i1))E15P8' XLE NOTES: J0W WITH PLASTIC BAFFLE. MAX. DIMENSIONS ALLOWED SHOWN 2) 1 WEEPHOLE LOCATED AT4'FROM EACH END. 8)THEANCHORAGEMETHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FORANCHOR 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3&t'3% STRESS INCREASERAS NOT BEEN QUANTITIES USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEETQUANTQUANT1 TES , 12' EVALUATION OFANCHORS INTO WOOD. ANCHORS THATCOME INTO CONTACTWNH OTHER DISSIMILAR 22-1rz'�� O.C. +112.O.G MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION O.C. I e_ RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY NGJURISDICTlON. 10) REFERENCES: TEST REPORTS FTL 1&7891 & 18-7891.01; ELCO ULTRACON NOA: DEWALT/ELCO CRETEFLEX NOA; DEWALT ULTRACON• NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAFBPA NDS &ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Glare ryM - Oa ptl a (Umd Sam Exbd•st• IMaslor) DP Tebb Xo / O% Sro I KD 0 1Xoxl ero Mab T.I,W x0 / ox Sro Ho 0 KOK Sro 1 1/8" .090'PVB, V8'A 2 - 7 12 6 2 1/8"HS, .090' PVB, 1I8' Ns 3 8 /2 16 3 W16'A._A PVB,W16'AN 3 6 12 16 4 1W16'UG:1/B•ANCAP,AIRSPACE, 1/8•AN,.09PPVB,1/8'AN 4 1 12 15 5 1W1B'LKi:1/6'TP CAP, AIRSPACE, 1/8•AN,.09PPVB,1/6•AN 3 7 12 - 15 6 1W18'Lq:Wi6'AN CAP, AY25PACE, 1/a'AN, .OAO"PVB. 118'AN 3 9 12 - 18 7 IXIV UG. WIW TP CAP AIRSPACE I- AN.99P PVB 1/6• AN 3 - 9 12 - 16 B WI6'AN. . a SG WI6'AN 5 6 10 13 11 17 9 3't8• HS, .090' Sr. WIV HS 5 6 11 13 14 16 10 1W/6'I10:1Ie'AN CAP, AIISPACE, WIB'AN..090'S0, WIWAN 5 6 10 13 11 17 1/ 1W16'LKi:1/e'TP CAP, A6TSPACE, Wi6'AN, .09P SG, W16•AN 9 6 10 13 14 1] 12 1W16'UG: I- AN CAP. AIRSPACE, 1/8r .OBI SG. 1/6'HS 5 6 it 13 14 16 13 1W18' UO: t/6' 7P CAP, 1/8' Hs 6G, 6 6 11 13 11 16 11 . Al —ICE, W S* 40 WI6'AN CAP. AINSPA E, 1/8"HS, .09U'SG, 1I8'HS G* 1 8" 5 6 11 13 14 18 13 _16'LIG: 1W7' LNG: W18' TP CAP AIRSPACE 1/6' HS .09P 30. 116' KS 5 8 11 13 14 18 -- - - PVB • KURARAY TROSIFOL® PVB INTERIAYER BY KURARAYAMERICA INC. AN :ANNEALED KS • HEATSTRENGTHENED TP. TEMPERED TF 63' SASH FIXED VISIBLE OVERALL HEIGHT LICK' LIGHT 22-1rz- 6Y O.C. BUCK HEIGHT SASH AS W61TNE LIGHT 5&3/6•R(ED VISIBLE UGH' ---L• l 1 1 L B' g SEEWEEPHOLE oTEs, 119' BUCK WIDTH THIS SHEET SEE SHEET 17 FOR 12W OVERALL WIDM ai He oRAcEFITVPE TYP. FLANGE XOX ELEVATION & SPAGNG MAX, DIMENSIONS ALLOWED SHOWN CODES / STANDARDS USED: GENERAL NOTES .............. _...._......_._.1 • 2020 FLORIDA BUILDING CODE FBC, 7M EDMON GLASS TYPESONS .........F ..........................1 ( ) DESIGN PRESSURES URES............._............1 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES .................. 2.9 • AM E130D99 ANCHOR QUANTITIES. ................... 10-14 •ANSUAFSPA NOS-2018 FOR WOOD CONSTRUCTION INSTALLATION ANCHOR SPEC&_.._ 1&17 • ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROF] LEB............._.__._ 18 • ANSI 81MIS CORNERASSEMBLY..........._._.......... _ 19 • AISC 360-16 PARTS LIST...._._ ................._...._........ 19 Ex /mtl a D•L•• BI23/2023 By�f Miam ado ProdacxCo�ltrol A) UPDATED TO FBC a 2020, REVISED ANCHOR :p TYPE TABLE. JR - 0311120 Y Q > K 30 •.N ❑ o UI (D Np •Ia0 � Q OJ < Z O Z LL C, n UUUl d J fe J • '•N H WUJI >(o Z Sao Z J LU Q m J � 0 W D ® K W r 1•nvs F Z JQ o Z ? M I zLU Y 6 (7 •Ill '�se6 n �.: No.58705 � l�` •'+',�, GRID?.+' \�` NAL 1Er:t` A LYNN MILLER. RE ycyoC 0 yy yy qPq y�m N 0 m m r•O� Z .1 o vzy �oo zcm c y O pZyN I9 8 r � Foo qq� m I•�� 12n y 9p O 4� �g 4 O [O jy m lP n 4 e Ty/1 y ca V m a R E4 ^' „a Ha € g mo o m $ v x w w 0 0 �A> 0 CG N co P ' N w w R ON mm N V In a � e mz m nie - ma g w�ou �n x \ 111 I111 Revision: 1070 TECHNOLOGY DRIVE m a a �° N. VENICE, FL 34275 mZ 3 tm;o > y5: (941)480-1600 0 ii a e � c '•Z : ® x v y h _a :p � _ REGISTRATION rt9E8 O Z 'o a �A ALUMINUM HORIZ ROLLER INSTALL. (LM) 8 06130/18 a o SN 2'. DESIGN PRESSURE TABLES 8� JENS ROSOWSKI z HR-7710A111 2 OF 19 og 7710NOA-1 A rn w A O roil N 0 0 \O1i, 0 0 in •i'n 0 0 o m w TO `1E � � r5 � � � rb o � N 0 0 0 0 0 0 0 2 t^ w C N 0 0 fT N 0 0 u N 0 0 N � 0 �1Q�111 �000�oo�� 0 0 0 0 0 o K o x 0 0 0 0 0 0 0� 0 0 ,ob0o 0 O 0 0 G G 0= O O O O N tt N N G O O O O O O O� ,n 0 0 O O 0 0 0 0 0= O 'G w N y^ w 6 � + � t + + N N + � fli f0ll 0 0 INII 0 O O O ° O O�- N pi V N w N N 0 0 G O 0� O C G O x b O A y+ m y a o p HE'iNNN,Yn�m m c o 0 0 0 0 o IC N N N N N •till 0 0 U�i 0 0 0 o x m N C p� 111 N IwT N N N N� fT O O O O O O O O 0 il, _Iwi, N 0 0 ,t°'n 0 0 ,Iwil N 0 0 trail 0� X G O O O O C O i w tll Npp�� N tNll P. N N pq� N wq N N O O O O O N N N N N N N _ O G C 0 0 9 C. � 1'---1 G G C C G Overall Wroth Glass Type: 4 Design Pressure (Ibs/fe) for XO & OX Windows Meeting Hail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80 3T' +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 BT' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 $4.9 13116" NOM. GLASS STACK AIRSPACE .090°PVB 1Is- AN GIASS iB'AN GIA55 31 74 �OR 18 1R'NOM. GLASS SITE EXTERIOR a 3@OR 3 70.73 GLASS TYPE 4' 31IWAN OR -HS GLASS 311 ANOR HS GLASS GLASS SITE S. fE 13N6-NOM. GLASS STACK -.090' SG °3116' AN GLASS 74 1/3• NOM. GLASS SITE Glass Types: 8 thr0 15 EXTERIOR EXTERIOR OverallWidtDesign Pressure (Ibs/fe) forXO & OX Windows Meeting Rail: Standard ( 7a 21-1/8. Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 32 3®OR �X� 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13116'NOM. 1v1s•NOM. I GLASS STACK I - - I GLASS STACK 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0-101.9' aRSPACE .090-SG AIRSPACE DST SG 6T' +80.0 -1140 +80.0 -110.0 +80.0 -110.0 +60,0 -110.0 +80.0 -95.7' 1/8•AN OR 3N6'ANOR TP GLASS i/8° HS GLASS TP GLASS 1!&° HS GLASS 74" +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0-90.0' '-110.0 FOR GLASS TYPES 9, 12, 13.14&15 31 74 31 74 7®OR 18 12'NOM. 1®OR"RI.R 1R'N.M.GLASS NPES B • 15 GLASS BITE GLASS BREMAY NOT BE USED EXTERIOR IXT WITH INTEGRAL FIN a a • FRAMES NOTES: 3®OR 3 7073 3®OR 3 70.73 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) EQUAL -LEG WINDOWS, SUBTRACT I' FROM THE TIP TO TIPDIMENSION IN GLASS TYPE 13 (TEMPERED) GLASS TYPE 15(TEMPERED) THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE PRODUCT REVISED Bup . Cod wNA th. Florid. NOa-No. 20.0406.04 A) NO CHANGES THIS SHEET. JR - 03111/20 m o N N aIW 0 Q C7 O m 0 Z p J 0 Z LL W O n u.w0 W O ' V y Z SMO Z m K J OJ W LU F rn O Ir c� o o T N W laeyS g Z Z � J65 "aj,,y 0 W It = . . �NYILY..... 58705OF 33 ' .S�ONAL A LYNN NOLUER. P.E. P.E05BT05 TABLES: PRODUCT REVISED Gullding 4 a vAN N' Fmtidu NOa-N/. 20-0406.04 l'.n Imo.n D.t.• 8/2312023 DY CLW MI.m pad/ PmducXQ eml 'GLASS TYPES 8-15 MAYNOT BE USED A) NO CHANGES THIS WITH INTEGRAL FIN SHEET. •-710.0 FOR GLASS TYPES 8-13815 FRAMES JR - 03/11/20 13116-NOM. 13116-NON. 13116°NOM I GLASS STACK I I GLASS STACK I - I GLASS STACK m Y 3116-ANOR AIRSPACE .090'SG AIRSPACE .090'SG W AIRSPACE .090'SG ] a S HS GLASS 118'AN OR 1!8•ANOR 3176°AN OR n>S .090' SG 3I76-AN OR TIP GLASS 3/76' AN GLASS TP GLASS 1IB° HS GLASS TP GLASS 1!e' HS GLASS p 1O p W ;R-R 30 Hs� GLASS 31 74 31 74 31 74 (D alp Z Z GLASS 1®OR 1 1�OR 1 1®OR 1 U J o ' o 14' NON. IIl NOM. 1? NOM. VC NOM. OIL GLASS BITE GLASS affE GLASS BITE GLASS BITE = Qj EXTEXTERIOR EXTERIOR E%lERIOR U U d J u.aG aa a Wp Fa- SAL/ 74 7D-73 70-73 70-73 i 32 3®DR 3B 3@OR 3 3@OR •- z •� LY W m GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) W GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) p O t[ v ¢ m N 4 = W z z z z � o � o LY ¢ J W = Q ❑ %1. '>se0 sov>S OW LYNN ............ E .�C�� i *.' No. 58705 So, :U�'., 6 A OF O '•• -, - 1) OVERALL (T1P TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG % ��l •'•:1,t ORIOP•,••'*�&�� TONDEOTWER.SUUMINE EWINDOWgI TE TIP TO TIP DIMENSION IN THETABLE ,"S7E. �NAL �NG�`` .... 11, 2) FORSIZES NOTSHOWN, ROUND UPTO THE NEXTAVAILABLE SIZE. A LYNN MILLER, RE - PE/5li05 Glass Ty Overall wlatn pes: Bihru 15 Design Pressure (Ibs/ft2) forXO & OX Windows Meeting Rail: Healy -Duty 21-1l8° Ote21i Hgt. 37" 0lerall Hgt. 49" OLelail Hgt. 55" OfE:rall Hgt. 63° Oterall Hgt. 76" Ooerall Hgt. 20" +go.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +g0.0 -710.0 25° +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80,0 -110.0 -110.0 +80.0 -110.0 37' +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 49' +80.0 -110.0 +g0.0 -110.0 +B0.0 -110.0 +80.0 -110.0 R+80.0 -110.0 +g0.0 -110.0 s1^ +eo.o -11o.a +so.o -110.0 +so.o -110.0 +so.o -110.0 -110.0+eo.o-110.067" +g0.0 -1100 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 -110.0 +80.0-109.8•76" +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0-110.0 -110.0 +80.0 -105.8• A i�T 0 p�0 Vyy1 2 p = + Iv O 'aH nO O 1ppp Z m� O O m > y�AFO q SZ A�A o • Oo F Z 9 A A A Z GI A ^ a s s a �N � m cn -u{J 9 C) y� e ChipC, � A cz y o C�jOt T [p wm Q yf 2 4j �' N3 4I P1 2 CC { Ravin- 3 0 Z t0• 1070TECHNOLOGYDRIVE CA r,t:•p �O .* N. VENICE, FL34275 A m Z 3 2? a"e O a : y0�:.••..9.... A,pTti : (941) 480-1600 f�,, O o ? C REpISfRATI0N 029298 u N•�A AMC v y'2 ALUMINUM HORIZ ROLLER INSTALL (UM) ` 06130/18 m & m2' A � tk, 8 m m M ;Ciy'• . �;��; a DESIGN PRESSURE TABLES �� JENS ROSOVYSIO .S e co HR-7710A 5 OF 19 oz 7710NOA-1 A iih C C\ C C (Np • F. • • i � o L fJ fJ O lJ IJ N O N fJ O m fO.t W lost W mO � tOtnn W 4t m foil �.t Oo A u � u � � V) fND m � V N� Ot A pNi N O O Ol dt A pt tV Vt N Ol N N m N N tr N N N O tJ to N 0� N 0 0 O O 0 0 O G 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 o� o 0 0 0 0 0 o A o 0 0 0 0 0 0� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o s R 0 C 000000000000000000000 000000000000000000000=x 0 N O O m O O m 0 0 ODD 0 0 0 0 0 0 0 0 0 0 0 2 N O G IJ G C N O C N C O O ip o ct ip o o io 0 o ip o� o 0 o� o m N N m N N m O V Ol O + 0 0 m N� m 0 N m o V� o o • o0 0 A q T 0 N 3 S N p�9 42N1 Z a "y'OD N aaG AHo 0 z 3yo a n IC a O D O i N Zil 20 Ho 40 $ 4 c co 4ii1 m K� a m W M n O Rwisbn: E a z a• q irrr 1070 TECHNOLOGY DRIVE Ny S oE•y �� N. VENICE, FL 34275 A m Z a m o 0 (941) 480.1600 u O o P a3 n =y ;AO y� T:'< REf151RA710N P2929B � G7 e' izs • N•I'M m m O � ALUMINUM HORIZ. ROLLER INSTALL. (LM) 8 O6I30118 m ��G`•., .��`` 8 DESIGN PRESSURE TABLES �nm^ JENS ROSOWSKI ��R..• ��``� t HR-7710A 6OF19 7710NOA-1 m J N J Ql W A \ W (WJ + NN WN W tN0 Ol O p W N Vmm tNl� pp� m W A N N p O O U� A O1 WW U N � J S N N N N N W tll tT N N N N 0� N N N (T N O�i N O fWil tVl� N m N v N U N tUl� U fT N N N N fUli tl� n" N [UT U N N U N U tU]1 OI N N O O O O O O O O O G O 0 0 0 0 O O O O 0 0 0 0 O O O � � O mggmmmgmgmgmmmgmmmggggmmmgay O 0 0 0 O O I. 0 0 G G G 0 0 0 2 f0 0 0 0 0 0 0 0 0 0 0 0 0 0 tOT tWl� N� U N U tUl� N tOT N U N o o N N N O C O G O O O G O C G G O O O O O C 0 0 W ggggmmmmgmmmggmmmmggmmgmgg=- 0 0 0 O O O O O O O O O O O 2 000000000000 000 00o O�� 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 � o ggggggmggmgggmg�mmgmgmggm x 0 .6 0 0 0 0 0 0 0 0 2 0 o b o b b o b o 0 o b b o tt N�+ # m w o C o 0 0 0 o O C o G G O G G o G G G H g g g g g g g g g g g m g g g o g g g g g o g g g g 2 0 0 0 o C G o 0 0 0 0 0 o G o 0 o O 0 0 0 N tUT U U N N N tUl� N U N tUl� N U U U N N U N N N fT fT O O O O G O O C O O O O G C O O G G O O O O >= gmmgggmmgmmggggmmgggmgggmm�'.� O O 0 0 O O O O O 0 0 2 0 0 0 o c c c P. P. P. P. cp oy� c p o}� py� p� po♦� c c� O c '3 N Ol N N N fUl� N N lUil N N N tUl� H N N tli N tl� U fUi� 0 0 0 0 o O a o�gggg000ggoogggggggg�oggg= 0 o c o c o 0 0 0 0 0 0 0 0 0 0 0 0 '� c IN m O S. o O 029 € R o. o � may o ��o Iv icy m y $ O m m0 i u O ZD p�0 =Z0 D 2 5 AC A N Gi Gi ® p p 4] p m 4P w �O D G) V) z m m .I D mD 4 $ yq of cg 3 o ` , I "�� 1070 TECHNOLOGY DRIVE R ,ow = � 0 a. v d N. V) 480-1 FL 34278 c m o '3 m " o ;y5' •�..._.'t!Tyo (941)480-1800 W 3e as =r _o m i:.;= REGISTRATION C1829B c � a • N"�� & ;tr2 •' 4 ALUMINUM HORIZ ROLLER INSTALL. (UM) 8 06130/18 y N o e N �.�; m %/ELF'... ..•... �� g DESIGN PRESSURE TABLES J%IJENS ROSOWSKI og °a '/.'�RIII HR-7710A 70F 19 0€ 7710NOA-1 A � � m � fA0• S l2D O twil m � A C = W+ 41 tp4N0� O m V N N A N O IJ m N A N W N N N W W ' 01 A ' W t0.1 Omi tOJ • W tmif • W lNil m fOif m � m fOil W m I.ND N In W N N N N N N m N N N N N N O IJ N N m m N Umi 0 0 N 0 fmll 0 tml� N 0 0 H 0 tli . 0 0 N tmn tml� 0 0 N tml� _Umi 0 N 0 N N N N N N N N N N N m 0 0 0 0 0 0 0 0 0 0 0 0 0 d, de do k do In d b � Lo do du h do k m m L" bo Eo do Eo Lu Lo Eo do � N 0 0 0 0 0 o 0 G 0 0 o 0 0 o 0 0 G C 0 C 0 0 C O 0 O 0 0 ..A =� � iT N N N {li (l� N tli tmT fly N N lT N tT fmT N {T {T Cml� tml� N N N N N H C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Q b b b b b b b o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m [mli UNI N N fmll N N N tmT {m!� N fT fmT N N N N N N N N- N fmT Ntml� N O G O O O G C C O m m o o O m m O O O O O G O m O C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 2 !� O O O O O O O O O O G O G G O G C G O G G G C O O G� m N C O N co.cc..b......cc. tmJi tml� N N N 4mi {mli Vmi tmT Ymi N N fml� N N Iml� tml� tm" G N G tml� G m G N O C 7 0 4 N 66&� 0 0 0 0 m o&& 0 0 0 o 0 0 0� O o o6 O o 0 06 0 m& 0 0 o � 0 m6 0 0 11�� 2 O O C O O O O O O O C O G O O O G O 0 0 0 0 0 0 0 0 N,fm" tmli N N [m" N fml� 4mi [m" O C O O O O,,�. O O O O O O O C ,yO,, J Overall Width Sash Configuration Width Range (in) Design Pressure (Ibs/R2) for XOGlass Types: 8, 10, 11 Windows X ndows Meeting Rail: Standard 21-1/8" Oerall Hgt. 29" OLerall Hgt. 37" Overall Hgt. 49' Oerall Hgt. 55" OLerell Hgt. 63' Overall Hgt. 1/r1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 12.053-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 1-110.0 Y2-tY4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" %-% 1/a 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53 1/8° %2-% 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %s-%s..% 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/y_1/ % 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61° %!/31/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 Y,-11,% 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y3-1/S-3/3 I 22.186-25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �/4_1/?/4 ••-24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-118" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/3-1/� 1% 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 %4_%r% ••-25.302 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 1 -110.0 +80.0 -101.0 +80.0 -90.5 9T' custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 �/4 �/Z 1/4 •• - 28.302 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5. 109° custom 28.303-30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3 % -/3 130.186 - 36.676 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -92.9 %4-%%4 " - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-518" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/a-%a-1% 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 Y4%Z %4 ••-31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 1 +80.0 -91.5 custom 33.186 - 38.222, +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 1 +80.0 -90.6 MIN. SASH MOTH (FLANGE WINDOWS)= �verwu Z�In-aa.000 "MIN. SASH WIDTH (EQUAL4-EG WINDOWS) - OVERALL WIDTH -67.556 2 NOTES, 1) OVERALL MP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS• SUSTRACT 1' FROM THE TIP TO TIP DIMENSION INTHETABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3116° AN GLASS OW 5G 3116'AN GLASS 30 23 yr NOM. GLASS BITE EXTERIOR r 74 32 GLASS TYPE 8 Icy_ 13H6'NOM. AIRSPACE I GLASSSTACK .090'SO 118-AN OR TP GLASS 3116-AN GLASS 31 74 1 V2'No. . tR cussBmt TERIOR a _ 'aLAssTrnEse• 1s MAY NOT USED 1INTEGRALFW • FRAMES PRODUCTREVISED a. comg C T Mth No Flodd. A) NO CHANGES THIS SHEET. z JR-03/11/20 LyNiv 0 ..1cE..... ' Qa ` e * : No. 58705 •� i= 3`..�: Q �0,�•., STATE (V�� 'rS'ONALIEN� A LYNN MILLER, RE P.EY53705 Overall Width Sash Configuration Sash Width Range (in) Design Pressure Ibslftz for XDX Windows Glass Types: 9, 12, 13, 14, 15 9 ( Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. I 55" Overall Hgt. 63' Overall Hgt. 12.038-12.052 +80.0 -110.0 +80.0 -110.0 400.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44° 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" K/42-1/4 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 14.334-18.050 +g0.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 4 12.038-16.302 +80.0 410.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1%-1/3-Yj 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 t/a-y2-�a 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053-22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/71/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4 j/r1/a " - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +00.0 .110.0 1/3-1/3-1% 26.186 - 31.048 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4 ±/2 ±/4 " - 25.302 +80.0 -110.0 +60.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 97" custom 25.303-27.185 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/41/21/4 ••-28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/2-1/a '•-29.463 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110. ++80.0 -106.7• 113-518" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 A10.0 +80.0 -110.0 +80.0 -110.0 1/3 �/3_1/3 33.188 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -31.052 +80. --110.0 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 120" custom 31.053 - 33.185 +00.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .107.8 custom 33.186 - 38.222 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 ..MIN. SASH WIDTH(FIANGE WINDOWS) =wc,wuvz�,�-ao.aao-------.._ . ^ MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH -57,556 2 'GLASS TYPES 6-15 MAY NOT SE USED WITH INTEGRAL FIN NOTES: 6 FRAMES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EDUALIEG WINDOWS, SUBTRACT 1' FROM THE TIP TO 71P DIMENSION W THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SUES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 3116- HS GLASS .09P SG 3H6- HS GLASS 30 23 PRODUCT REVISED as complying cod with No FloNda K�O-M aulldlna Coda NOA-No.20.0406.04 EXTERIOR ey: �iJU 32 Mlam ode P-ducM, trol GLASS TYPE 9 A) NO CHANGES THIS SHEET. GLASS STACK S JR - 03/11/20 AIRSPACE .09WSG 118-AMOR Im TP GLASS IV HS GLASS W Q o 31 74 `"^aa O �OR iB 1?NOM. N alc6 D: ¢O GLASS BRE O fD Z Z = EXTERIOR J J p p a _ LLB � 03 � 13116"NOM. GLASS STACK -090' SG •118' HS GLASS yvn 1?NOM. GULSS BRE ) 3 EXTERIOR 70-73 GLASS TYPE 14 (ANNEALED] GLASS TYPE 15 (TEMPERED) ," of Y LYNA/ ''• 10.. U10ENy.4..4,,, No. 56705 .P 7) F'•Z O i 0: , 0'�'.. ATE OF ;' (V�� IENvj A LYNN MILLER, P.E. P.EY 59706 Glass Anchor Quantities far XO & OX Windows Meeti Types: 1 thnu Meeting Roll: Standard Overall Width 21-1/8" Overall Hgt. 1 37" Overall Hgt. 1 49" Overall Hgt. 1 55" Overall Hgt. 63" Overall Hgt. Head & Sill Head & Sill Head & Sill Head & Sill E. Head & Sill 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+132+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 1+C2+1 121 172+1 21 1+C2+1 3 1+C2+1 3 1+C3+13 74" P 1+C2+1 121 1+C2+1 121 1+C2+1 3 1+C2+1 3 1+C3+1• 3 Glass Types: 8 thnr Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width 21-1/8" Overall Hgt. 3T' Overall Hgt. 49' Overall Hgt. 55" Overall Hgt. 63' Overall Hgt. Head & Sill Head &Sill Head & Sill m Head &Sill Head &Sill A 20" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 E 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+03+1 3 1+C3+1 3 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C9+2 3 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+q+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: L 22-1rz- MAX D.C.C. I REPEAT ANCHOR PATTERN AT SILL Ir MAX.O.C. —1-�—� (7 Lm. O.C. 2-ANCHOR 3-ANCHOR CLUSTER DETAIL CLUSTER DETAIL 4• MAX. O.C. —y Anchor Quantities for XO & OX Windows Glass15 Meeting Rail: Heavy -Duty Overall Width Overall Hgt. 37" Overall Hgt. 49" Overall H9L 55" Overall H9L 63" Overall Hgt. 76" Overall Hgt. 121-118" Head &Sill Head & SIII Head & Sill E.Head & Sill m Head & Sill E Head & Sill E. 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3- 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 'W. 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 6T' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 131 2+C4+2 4 76' 2+C2+2 2 2+C2+2 121 2+C3+2 131 2+C3+2 131 2+C3+2 141 2+C4+2 5 4-ANCHOR CLUSTER DETAIL NOTES: 1) OVERALL ITP TO TIP) DIMENSIONS SHOWN. FOR EQUALLED WINDOWS, aUBTRACT 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 LE SIZE. A) NO CHANGES THIS SHEET. JR - 03/11/20 m Y Q > m O „y U o O o _ z °z 0 J p W o_ Z LL o I U U d 4g ,w0 oN w r, r ava o z K (0 O W J LL O r O Ofo c = � � O o z 0: Z o � a ml o,so ,.y.s ........... � LYA1,y4y No. 58705 *_ Poo'•., r TE F ''�S70NAL1E�Gv. Overall Width Sash Configuration Sash Width e In 9 O Glass Types: 1, 4, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard all HgL 29. Overall Hgt. 3T Overall Hgt. 4W Overall H9L 55" Overall Hgt. 63" Overall Hgt. ill Head & Sill Head & Slll Head & Sill Head & Sll Head&Sill12.038-12052+1 2 1+(2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 l+C2+1+C2+1 3 44/r/o 12.053-15.0082+1 KHead&Sffl 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12038-13.3022+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" /a /ry a 13.303-16.8752+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 HC2+1+C2+153-i)e° 1y-%-/412.038 -14.3332+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 Y Y a 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 y4-1� �/4 12.038 - 16,302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61° /s--11/a-/a 18.303-20.875 1+C2+1rC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 `/a-1/z-1/a 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2*2+C2+1 3 76" custom 1/a- a- a 20.053 - 22.185 22.186-25.675 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1/11/r1% ••-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+G2+3+C2+1 3 1+C2+3+C2+1 3 1+CZ+3+C2+1 3 92-118" custom 24.083 - 26.165 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/s-1/r1/a 26,186-31.038 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/?/r1/4 '--25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97• custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27,191 - 31,138 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/61/r1� - -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109° custom 28.303 - 29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2*1 3 1+C2+3+C2+1 3 custom 29.186 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2*3+C2+1 2 1+C2+3+C2+1 3 1+C2+3*C2+1 3 1+C2+3+C2+1 3 120' 1/a- 2-/4 --31.038 1+C2+3+C2+1 2 NC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 131 1+C2+3+C2+1 3 12-MAX. O.C. 1---� 'Ir 2-ANCHOR CLUSTER DETAIL -- PAN. SASH WIDTH (FLANGE WINDOWS)= u L 2V1 - PAN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - FS 924 2 GUIDE TO USING ANCHOR QUANTITY 1+C 3aC2101 i3 TABLES FOR XOX WINDOWS: CLUSTEROF2 CLUSTER OF ANCHOR: ANCHORS ANCHORS IN THE 1 ANCHORAT CENTERED AT THE CENTERED ATTHE JAMB THE SASH MEE71NO RAIL 3ANCHORSAT THE D FIXELRE MEETING RAIL 22-1216A%.O.C. 1ANCHORT r Y 1-- �r-- O.C. r- 9•MAX. NOTES: T777 X ---r1)OVERALL(TIP TO mP)DIMENSIONS SHOWN. FOR EQUALIEG ING RAIL REPEATANCHOR PATTERN AT SILL WINDOWS, SUBTRACT V 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 Y PRODUCT REVISED Calking c g M Ne FloAdo A) NO CHANGES THIS e SHEET. JR - 03/11120 `01NY LY",1 "'�. No. 58705 •� 'IOyo �N L l/ NAL111``��`` A LYNN MLLER, P.E P.E96W05 (Terail Width Sash Ca16gumborl Sash Width Range 0.) Anchor Quantitles for XOX Windows Glass Types: 2, 3, 6, 7 Meeting Ralf: Standard 21-118- Overall Hgt. 29' Overall 119l. I 37' Overall Hgt 49" Overall Hgt. I 5S Overall H91. I 63' Overall H9L Head 6 Sill m Head 8 Sill Head 8 Sill ad & SIO Head 8 Sill 1 Head 8 SIO 44" ?/ % 12038-12.052 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+q+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.053-15,008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2N 3 49" 12035-13.302 1+C2+1+C2N 2 1+C2+HC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 13.3D3-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8' 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/ /r/a 14.334-18.050 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 61' 12.038.16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1-C2+1 2 1+C2+1+C2+1 3 1+C2+1-C2+1 3 1+C2+1+C2+1 3 16.3D3 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/?/a 22186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2N 2 1+C2+1+C2+1 3 1+C2N+C2+1 3 1+q+1+C2+1 3 1/4?/r1/4 " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-118' custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+02+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+q+2+C3+1 3 26.186 •31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 "-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97' custom 25.303-27.165 1+C2+2+C2+1 12, 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1'+C2+2+C2+1 3 1+C2+2+C2+1 3 1+q+2+q+1 3 Yr% % 27.186-32.676 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31 1+C2+2+C2+1 3 1+C3+2+C3+1 3 -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 3 1+q+3+C3+1 3 109' custom 28.303-30.185 1+C2+3+q+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 13 1+C3+3+C3+1 3 1/?/a?/ 30.188 - 36.676 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31 1+C2+2+C2+1 3 1+q+2+C3+1 3 y /ry4 - .29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 3 1+q+3+q+1 3 113-5/8' custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/a /?/a 33.198 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+q+2+C3+1 3 %41/r1/a -M.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+q+3+C3+1 3 120' custom 31.053-33.155 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 3 1+C3+3+C3+1 3 custom 33.196-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+q+3+gH 3 MIN. SASH WIDTH (FLANGE WINDOWS) ° 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH-67,556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SM 2) FOR SITES NOT SHOWN, ROUND UPTO THE NEXTAVAILABLESRE 12'MAXO.C. --! 11r, 2-ANCHOR CLUSTER DETAIL 8'MAX O.C. IT 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 22.18.E SA7 C �GRARE TFIE~ LRE X11 / o IN THE JAMB 9' MAX X —7 REPEAT ANCH OR PATTERN AT SILL A) NO CHANGES THIS SHEET. 8 JR - 03111/20 m�Q o 0 Ci N °1M � Q OJ Z z z1: k n UUd � oZ� K W . J mJm O F O a. N ® tJ K ZQ r..us F a � O c Z 0 O a� Q Q = +Iva 'zap uva6 .NYILYNN�''�. * : No. 58705� �sGN 'S' �0SiAT OFF (V� �Cllllllllll` A LYNN MIl1FR, PE OLerall WId01 Sash CDntigmtlm Sash Width Range (In) Anchor Quantifies for XOX Windows Glass Types: 8, 10. 11 Meeting Rail: Standard 21-1/W 0wrall H9t. 29' OLerell Hgt. 37' Omall H9L 4T Overall H9L 55' CLerall H9t. 6W Oeemll H9t. Head & Sill m Head & SRI Head & Sill m Head & Sill Head & Sill CC Head & Sill r 44" 12.038-12052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+HC2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49' 1Y / Y4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya-1Y % 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1.C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1!8' %?Y,% 12038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/?% 14.334 -18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61` 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/ �/ 16,303.20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/ % 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y3.1% Ya 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 31 1+C3+1+C3+1 3 Ya 1/,y4 "-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8' custom 1/a1/3 �a 24.083-26.185 26.186-31.048 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3 1+C3+2+C3+1 3 Ya 1/z �/4 "-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97' custom 1IM/a 1/a 25.303 - 27.185 27.186-32675 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3 1+C3+2+C3+1 3 114--112 �/4 " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109' custom t/y+/y1/a 28.303-30.185 30.186-M676 1+C2+3+C2+1 1+C2+2+C2+1 2 1+C2+3+C2+1 2 2+C2+2+C2+2 2 1+C2+3+C2+1 2 2+C2+3+C2+2 2 1+C2+3+C2+1 2 2+C3+3+C3+2 3 1+C3+3+C3+1 3 2+C3+3+C3+2 31 1+C3+3+C3+1 3 3 1+C3+2+C3+1 3 1/4-1/r% "-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113518" custom 29.484-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3♦C3+1 3 1/ �/ �/ 33.188-3&222 2+C2+2+C2+2 2 2+C2 2 2+C2+3+C2+2 2 2+C3r3+C3+2 3 2+C3+3*2 3 2+C3+2+C3+2 3 Yn Y2 Yy -31.052 1+C2+3+C2+1 2 1+C2+3+2+C2+2 +C2r1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+C3+4+C3+1 3 1+C3+3+C3+1 3 120' Custom 31.053.33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 121 1+C3+4+C3+1 3 1+C3+q+C3+1 3 1+C3+3+C3+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+03+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 -'MIN. SASH WIDTH (FLANGEWINDOWS)- UV- -MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH-57.556 2 a' MAX. NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FORSIIES NOT SHOWN, ROUND UPTOTHENEXTAVAILASLESIZE. 12 MAX.O.C. 1 Ti 2-ANCHOR CLUSTER DETAIL 6'MAX. C.C. 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: ANCHORS ANCHORS IN T1E ENTERED ATTHE CENTERED AT THE JAR7B J ANCHOTN. MEETINGRAIL THE F.EMEETING RAIL I'— 1 ANCHOR AT O.C. THE SASH a- MAX. X O X MEETING RAIL REPEATANCHOR PATTERN ATSILL A) NO CHANGES THIS SHEET. e JR-03/11120 apNYILYAtVk '. �Pa�;� LICENgF•;�(�� y : No. 58705 .P C4.7 *= LLEN7 A LYNN MLLER P8 P.E045T05 Overall Width Sash Con6guratlon Sash Width Range (m) Anchor Quantifies for XOX Windows Glass Types: 9, 12. 13, 14, 15 Meeting Rail: Standard 21.11W Overall Hgt 29' Owrali Hgt. 37' Overall Hgt. - 49' Overall Hgt 5W Overall HgL BY Ownul Hgt. Head & Sill i Head & Sill Head & Slll 1 Head & SIII Head & Sill Head S SM 12038-12052 1+C2+1+C2+1 2 1aC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44' 12053-15.008 1+C2+1aC2+1 2 1+C2+1aC2+1 2 1aC2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2N+C2+1 3 1/4 j/r%4 12038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 NC2+1+C2+1 3 1+C2+1+C2+1 3 49' r //a-1/rt% 1 3.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1-.+1+C2+1 2 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53.1/9' 1/4 �/r%4 12038-14.333 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 +/r1/r1/a 14.334-18.050 1+C2+1+C2+1 121 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61' 12038-16.302 1+C2+2+C2+1 121 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/r1/rt/a 16.303 - 20.675 1+C2+1+C2+1 2 NC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/41111% 12038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76' custom 20.053. 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 22.186. 26.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 "-24.082 1+C2+3+C2+1 2 4+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8' custom 1/ ?/ /3 24.083-26.185 26.166 - 31.048 1+C2+2+C2+1 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3 1+C3+2+C3+1 3 1%-:/ % "-26.302 1+C2+3+C2+1 21 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 31 1+C3+4+C3+1 3 97' custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/r%a -/ 27.188-32875 1+C2+2+C2+1 2 NC2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y %rY4 "-28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 10T custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/r1/r1/ 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/a 1/2.1/4 "-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-51W custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 I+C4+3+C4+1 3 33A86-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/ �/r1/4 " - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120' custom 31.053-33.195 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4♦C4+1 3 custom 133.186-38.222 12+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 12 2+C3+3+C3+2 3 2+C3+3+C3+2 31 2+C4+3+C4+2 4 "MIN. SASH WIDTH(FLANGE WDaX)WS) a 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS)- OW`18LLWm1H-57.558 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1' FRON THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW Ste. 2) FOR SUES NOT SHOWN, ROUND !ETD THE NEXTAVAINBLE SIZE 1ruAx O.C. —r—.-I [7 2-ANCHOR CLUSTER DETAIL W MAX.O.C. -I IT &ANCHOR CLUSTER DETAIL 4* MAX O.C. — -I Ti 4-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY cwsTER OFz Ea-_CE F2 TABLES FOR XOX axcxoRs s1 ANCHOR AT CENTERED AT THET- WINDOWS: THE SASH MEETING FWL3ANCH. AT: THE FIXED LRE 9'MAC O'MAX. x o x MEETING RAIL REPEAT ANCHOR PATTERN AT SILL A) NO CHANGES THIS SHEET. JR-03/11120 ``\�t1\Illlllrrl� ' LYN,e �il� ' No. 58705� :SOT`•.. �*AT20 S;ONA�L� E� A LYNN Nu1,,,,,PS P.E459761 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME PTT02XWOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND IX BUCKSTRIP OR SUCKSTRIP. SEE NOTE Z THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU. SEE NOTE2. THIS SHEET. lie MAK SHIM EDGE DISTANCE EMBEDMENT SEE TABLE 1T4'MAXSHIM EMBEDMENT OVERALL HEIGHT 7 EMBEDMENT GE DISTANCE NOTE B, FOR HEAD TYPE SASHVISOTLE 4 12 LIGHTWI.- 17 EDGE DISTANCE II------�� TYP. TYPE, EMSEOMCENTAND EDGE {.35 I GHTVADTM DISTANCE PER SUBSTRATE, ]\D SEETABLE E \,SLENGTH, CENTERED EXTERIORABOVE SASH 1s-•TP.ANOHOP. ANCHORTYPE. EMBEDMENTANEMBEOMENTANDEDGE _ OVERALL WmTH DSN DISTANCE PER SUBSTRATE, SEE TABLE 19 8.N0 EB FOR HEADTE, SEE TYPE. HORIZONTAL SECTION A -A M1NOTE BFOR HEAD TYPE (SHOWN WITH I.G. GLAZING) VISIBLE LIGHT HEIGHT MAX. SNIM __j-rINSTALLATION OPTION 4 1 J ANCHORED THROUON FRAME INTO TYP. ANCHOR TEEMBEDMENTOI DGESTANCE PER SUBSTRATE, SEE TABLE 19. 10 50 EXTERIOR 40 19 ��U T 14 15 MIAMWME APPROVED MULLION. FBC COMPLIANT ALUM INUM/STEEL FRAMING 5'LENGTH,CENTEREo HORIZONTAL SECTION C-C OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE ATMEETINGRAIL ANCHORED WITH (4) (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 19. ,B SCREWS (POGO). ONLYREOUIRED IF NOTES' TABLE 19: 36 OVERALL HEIGHT IS — OVER6•- 1) USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 114-AM. SHIM EXTERIOR -. `>— 015T INSTALLATION OPTION 2 ANCHORED THROUGH FRAME EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE 19. ALL WOOD BUCKS LESS THAN 1-1/2-THICKARE TO BE ' CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE •E •T'R ANCHOR TYPE, AND 2%BUCKSWOOD BUCKS D(MEEN DEPICTEDTER IX SHALL BED DESIGNED TO AS 2X ARE T-Ur THICK OR PROPERLY ERTOEDMtENTANI, EDGE TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THEREBPONSIBILNY OFTHE ENGINEER SEE TABLE 19. ORARCHITECT OF RECORD. DIRECTLY INTO CONCRETEGAU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING, Anchor Substrate Min. Edge st— Mm. Embedment SalAhem Pim (SG=0.55) 9/15. 1-wir e,2 Sleel, 012 er 410 18-8 AMnlnum. 6o61T5 miA 3/B' 0.0ar BS 6cmw A36 steel 31B' 0.057 Steel Stud, GC 33 MUL 3/B' 0.045' (18 Gel 114' 410 SS C09CIete (min. 3.35 k.0 1' 144' GreteFlml UnlglWW CMU,(ASTM C-90) 2-1/l 1-1/4' Sadhem Pine(SG=0.55) I 1' 1 1.11C Crew (Mtn. 2.85 ks0 P 131r 1/4" steel Ntmten UngmulN CMU, (ASTM CAW) 2-112" 1-114' SOathem Ph a (SG=0.55) 1' 13 c4 (min. 300 Ms0 1.3/le" lZ 1/4'Sleel UN—ed CMU, (ASTM G90) ,•17 1-1/4' Ulbecon ♦ SO Ph.(SG=0.55) 1' 1.9/S' A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS W HEAD AND SILL PANIHEXTLAT HEAD TYPE ISALLOWABLE FOR ANCHORS IN THE JAMBS. C)-UNGROUTEO CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. PRODUCT REVISED p vAth the FI4Hd. emialnB o� A) REVISED ANCHOR TYPE TABLE. a JR-0311120 .A`AoNY LYNN��' a�a� � VOErygF 2j�((� Q' N0.50705 it TATEO D T •. VERTICAL SECTION BIVERTICAL SECTION B-B I I- a TRNM,ua -1 1 a P.E139TW5 P. INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX BUCKSTRIP OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCREIElCMU. SEE NOTE 2, THIS SHEET, I/4' MAX. SHIM EDGE DISTANCE EMBEDMENT 1M' MAX. SHIM SASH VISIBLE EMBEDMENT 6 PRODUCT REVISED Ia•MAX. LIGHTWIOTH 12 SHIM EMBEDMENT EDGE DISTANCE 17 EDGE • plylng with the Florida Codo 35 �•';, DISTANCE NOA 20.0406.04 lom TYP. ANCHOR �p FU(ED VISIBLE 1QAW1 e.Plmtlon Date• 812312023 —! TYPE, EMBEDMENT AND EDGE r LIGHTWIDTH Dy. DISTANCE PER SUBSTRATE, Mlam ado Pr•ducHCa 4oi SEE TABLE 20. 63 EXTERIOR A) REVISED ANCHOR TYPE TABLE. 3 12- LENGTH, CENTERED 20 ABOVE SASH 16 v 14 15 O z JR-03111/20 TYP. ANCHORTYPE, TYP. ANCHORTYPE EMBEDMENT AND EDGE T BUCK WIDTH EMBEDMENTANO EDGE w m^ DISTANCE PER DISTANCE PER SUBSTRATE, SEETASM20 SUBSTRATE- SEE TABLE 20 6 NOTEBFORHE lE- HORIZONTAL SECTION A -A (SHOWN WITH LG. GLAZING) B NOTE B FOR HEAD TYPE it o 5�•+ o ^Q VISIT 11 O y o alm O ^ BUCK HEIGHT 114'MAX. SHIM O,1 co Z HEIGHT 52 6 INSTALLATION OPTION 4 ANCHORED THROUGH z LL = ui ^ O m J w 'O10 51 50 FRAME INTO METAL LLOI ~ W - Q AN 50 TYR ANCHOR TYPE, O > ^ 13 ^ Z R-.. 10 40 6U EX OR EDGEDISTANCED PERSUB,SEETABLEW. STRA W W n O 18 B1 14 15 MMPLAADEAPPROVED MULLION, FM COh1PL1AN T ALUMINUMISiEEL FAAMPI O 'LENGTH, CENR7IEDAT HORIZONTAL SECTION C-C OR STEEL STUD. MAY BEVERTICAL OR MEETN6 RAIL (SHOWN WITH MONO. GLAZING)HORRONTAL SEESUBSTRATE ANCHORED WITH (4) PROPERTIES, TABLE 20. 18 SCREWS,(PS 60). ONLY 36 RECUIRED tFBUCK NOTES, HEIGHT IS OVER fiF. 1) USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED ONANY SIDE OFTHEWINDOW. 114-MAX SHIM EMBEDMENT 2) MASONRYANCHORS MAYBE USED INTO WOOD ASPER TABLE 20. ALL WOOD BUCKS LESS THAN 1.12THICKARETO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKSARE EXTERIOR EDGE - DISTANCE INSTALLATION OPTION2 ANCHOREDTHROUGHFRAME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE -TIP. ANGHORTYPE WOOD BUCKS ITAS ZX ARE I-i7C THICK OR GREATER IX AND BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY OISTA�NCEORTYPB�SipEATE TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN SISTANCEE EE AND INSTALLATION IS TIE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. DIRECTLY INTO CONCRETECMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (AM REFERRED TO AS VERTICAL SECTION B-B DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. A.ct- Sibahata Min. Edge Dim— MN. Embedmeid South- Pi. (SG,-0.55) WIG- 1.Y6• 112 Sid, 10 Aluminum, 606345m1n. 31B' 0.063' 6S SE Suew S, A36 Steel 3B• 0.ae3• Sleel Stud, Gr. 33 mlrt 19' 0.045' (1B Ga) 1/4. 410 SS Concmta (mim 3.35 k91) 1' 1,V4• CmICFIBX Ungmuled CMU, (ASTM C-M 2-Ur I-IW South mPlea(SG-0.55) 1' lar 1/4- Steal Ca "ta (mim ILE5 ksQ 1• I -We" U t-- IUngloutad CMU, (ASTM O90) 2-1/Y 1.1l4' Soulhem PG;(SG-D.W 1' 1.Y6• Can —el (mim Soo w 15116• 1316' 114• Sleei Ullra_ Ungmutad CMU, (ASTM C90) SouNem Pilm (SG-O.65) 1' 1JIIf AN MIN. OF 3 THREADS BEYONDTHEMETAL II SUBSTRATE \\\\\11t1II LYNly� FLATHEAD �pµV '• U�NSp•;C(�Pi' ANCHORS IN ANCHORS IN HEAD AND ``P��: SILL PANMEK/FLATHHID Np. 56T05 TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. *_ -D •�� .' N •1 C)•VNGROIlfED CMU' -AO . STATE t�� ` VALUES MAY BE USED FOR 'n '• �/ GROUTED CMU APPLICATIONS. '''1S�ONALR�;G�• A LYNN MILLER, RE P.E•SR105 INSTALLATION OPTION 5 ANCHOREDTHROUGH FIN INTO D( INSTALLATION OPTION 5 WOOD FRAME OR BUCKSTRIP. EDGE )� EDGE ANCHORED THROUGH FIN INTO 2X TNDYP. TANCYPF- EMBEDMENT DISTANCE DISTANCE WOOD FRAME OR BUCKSTRIP. EDGEANCHDI AND EDGE DISTANCE PER a 1M' MAX SHIM SUBSTRATE, SEE TABLE 21. EMBEDMENT EDGE— DISTANCE I I SASM VI IELH SAS.- DT IL 1 T DISTANCE EMBEDMENT fj , CENTERED 2HRANCHORTYPE, MENTANDEDGEDDISTANCEPER E, SEE TABLE 21. BUCKHEIGHT F, EDGE DISTANCE 114•MAXSHIM TYRANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEETABLE21. rI DUM VISIBLE ` LIGHTWIDTH BUCKWIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) EDGE DISTANCE EMBEDMENT A +-{ 114' MAX SHIM FNLLATION TION 6 ED THROUGH FIN RliO METAL Vsnl EXTERIOR \ V ID \ 1416 MIAMFDADE APPROVED MULLK)N, FBC COMPLIAMALUMINUMhTEEL FRAMING X.ANCHOR TYPE, OR STEEL STUD. MAYBE VERTICAL OR EMSEDMENTAND EDGE HORIZONTAL SECTION C-C HORIZONTAL SEE SUBSTRATE DISTANCE PER SUBSTRATE, ' (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. SEE TABLE 21. NONO �S' x1) fL SHIM SMIM USE S T PRIATE ANCHCRNL I ANCHORS LISTED ON TABLE LISTED ON TABLE 21. ANFOLLOW EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE LIMITS. ANY INSTALLATIONCPION EXTERIOR SHOWN MAYBE USED ONANY SIDE OF THE WINDOW. EDGE DISTANCE f 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT EMBEDMENT TYP.ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTION 5 AND EDGE DISTANCE PER TO BEADING. Anahor Sumlmte Min. Edge M". Mia. Distenee O.C. Embedment 2-1W x.113°Box all Soulxem Poe (SG=0.55) 51S IT 1 2-7116° 2-Ur x A31' Common Nail So.Uwm Pmo (SG=0.55) 318' S 2-7116' 242' x.145' Roofing Nall SouU.m Pin.(SG-0.55) 31r 5• 2.7/16' 2412! x .145- Reefing Nail S.U.m Pin. (SG-0.55) 318' 6° 2-7I1S O10 Steel Tmssbaad Screw or Soulhem Pino(SG=0.55) 10 6• 1JI8' !12 Steal, 1&B or 410 SS 0.12E Aluminum, 6063-T5 min S/1S S O.OS Sc aw 0 050'A36 Steel 6116• o.oas• (1e ca) stool st.a, Or. 33 min. sNs• s o.aas• ANCHORED THROUGH FIN 5;T02K SUBSTRATE, SEE TABLE 21. 3) ANCHOR TO BE INSTALLED WTIHIN 1)MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE WOOD FRAME OR BUCKSTRIP. 2-12.OF FIN CORNER VERTICAL SECTION B-B A) NO CHANGES THIS SHEET. JR-0311120 1LI11111I III " ''' �p y LYN y 4�((�'� * ; No. 58705�� '— =�U TE F A LYNN MILLER , 'E.P.EY ti o , 2 724' —1 258P Lr=i L�71— .OBY OHEAD, FLANGE FRAME 272P —+{ 3.651' .Dar O SILL, FLANGE FRAME �---• 2.105 .D6r 2.273 .oar O SASH PULL RAIL 2724' 3.184' .OBr OHEAD INTEGRAL FIN FRAME OSILL, INTEGRAL FIN FRAME 170' I 214T --j uar ~— OBr 1.300' 1.135 .100' OSASHLOCKRAIL IS IN TOP& BOTTOM RAIL jIr i•� 272P —�i I 2o6P O6r OHEAD EQUAL LEG FRAME 2.724- --.� 3.151' oer O SILL, EQUAL LEG FRAME 2.21V •--�I J O HD MEETING RAIL 7.4BB +i I 2.785 .0sr JAMB, FLANGE FRAME 124fi' �— 3.s08' O6r 10 SILLADAPTER 2.11r vefi• .Wr OJAMB INTEGRAL FIN FRAME .040' — .ADS 1T INSTALLATION HOLE COVER r1.115' —{ ' .L s� .71m OSILLTRACK .360' 1.03r AV Is STD MEETING RAIL OSCREEN ADAPTER .BBT ice--• 2785 .Der OJAMB, EQUAL LEG FRAME osr ' _ I JJ.87��5 O WWDLOAD ADAPTER 1.446' +1 1 .OaS mE)ANTT,uFTCIJP .797' C77W .070' �•{ .OGS QIGBEAD i16IGSNAPBEAD R—,R., TABLE 22: MATERIAL PROPERTIES USED SILICONEHOT-MELT ALUMINUM DESICCANTFILL BUM REINFORCEMENT POIYISOBUTYLENEFORANCHORAGE CALCU AT ONS: STRUCTURAL SEAL SITS' NOM Mtl Min F, NK F. POLYISO• 17P NOM. 3/15 NOM y76'NOM. SIUCONE SwSvtw akel 1p kal BUTYLENE WRH STRUCTURAL BUTYL& SEAL ea mi Rmi DESICCANT SIUCONE DESICCANT ROLL-FORMED4106 NMI 110 MI FOAM vmH FOAM STAINLESS STEELE%T S DESICCANT 1/P Oe w UsesC is LM - M! �' IRASS atO sS Det1'tlpEla0 Do16bx6121Aka1 IN.? kai IXT'G1A55 EXT. GLASS TNT. GLASS O7/16'BEAD xa SH8'BEAD ems Alukmm to Mi akkl NT. GLASS INT.GLASS NT.GLASS AY Steil Deb- asks Gr. St KODISPACE 7SUPER SPACER' 7DURASEAL° 4SG TPS X SPACER SPACER A OlLEnI PRODUCT REVISED hoFIo11d. `og HOA-tao. 20.0408.04 eN Imelon O.e.• 812712023 ey ICL{EC !s Mlom, ado Produc,CCahtrol A) UPDATED MATERIAL PROP. TABLE. x JR-03/1120 m 52 Q o O Na O O4 m zo O z i m J UV o J� w z p Q ^N LLI Z J 0 K m 0 N � wws O = m O z °nrJ acaD mua5 No.58705�'� A LYNN MLLLER, PE PEJ SBTOa ite.0 Part# Description Material 1 624038 Head, Flange Frmne Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum 6063-T6 3 624040 Head, Equal4eg Fm= Alum. 6063-TO 4 624001 Jamb, FWW Flame Alum. 6063-T6 5 62077 Jamb, Integral Fin Frame ALimx 6063-T6 6 62402B Jamb, Equal4eg Frame Alan. 6063-TS 7 624035 Sill. Flange From Alum. 6063T6 8 624038 Sill, integral Fin Frame Alum 6D63-18 9 624037 ISill, Equal4eg Forme Alum 6063-76 10 624034 Sul Adapt. Alum. 6063-TO 11 824043 Sash Pull Rag Alum. 6063-TO 12 624008 Sash Lock Rail Alm. 6005A-TOI 13 U4041 Sash Tap & Ban— Rail Alum 6083.76 14 624027 HD Meeting Red Alum. 6083-TU 15 624005 Sid. MmIng Rail Alum. 6005A.T61 16 624047 Se —a Adapter Atom. 6063-T6 17 624051 Installatim Hole Co r Alum. 6063-TB 18 64125M Windtoad Adapter Alum. 6063-T6 10 624042 Sill Track Alum 6063-T6 20 62401S Arrd4Jft Gip Alum. 6063-TB 21A 624009 IG Bead Alum. 606345 218 624011 IG Snap Bead Alum. 6083-75 23 624020 7116- Leml Glaz. Bead Alum. 6083-T6 24 624013 5116' L-1 Glez. Bead Alum. 606346 30 6TP247 Gazing Bead, Bulb Virryl for 9624013 & #824026 Vinyl 31 MP248 Glazing Bead, Bulb Vinyl for#6'24009 & #624011 Vinyl 32 712853K Mona settirg Black 3137 X11V X1' Neoprene 33A 71715K L aml IG Settirg Block 11V x 3/4- x 1-1114' Neoprene 33B 624014 IG Snap Selling Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep i'Iole Corer Vinyl 37 41722 We Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pdl Rail End Cap Vinyl 40 724048 Roller Horsing & Sash Guide Vinyl 41 724052 Roger Mods Stanless Sted 42 724054 Sash Top Rag Gasket, (LH a RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (W 8 RH) Polyethylene 44 724057 Frame Header Gasket, (LH 6 RH) Polyethylene 45 724058 Frame Sid Gasket, (LH & RH) Polyethylene 40 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187- x .170-, Rn Seal @ Sash 51 WeathersMp, .187' x .27(r. Fm Seal @ MR 52 67070 Bulb Vinyl 60 710)3BPPAX MO X3rir Ph. PH SMS (Windoad Adapt.) Stainless Steel 61 781PDX #8 X V Gd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 AluMnrsn Screen with Fiberglass Meah I Vedas 70 - K.mmadirg Kodlspace 4SG TPS See Sheet 16 for Materials 71 - Clmnex Super Spacer nXr di 72 - Duanex Dmaeal Spacer 73 Candlrsl M- Edge Spacer 74 - Dow 791, 899. S83. GE 7700 Backbeddnp I Silicone ASSEMBLY DETAII S FOR NOTES, 1) ALL CORNERS TO USE GASKETAND/OR SEALANT. 2) SOME PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. PRODUCTnro REVISED Ou-ro C rdthe Florida NOA-No. 20-0406.04 Imtloe Date• 812312023 31.3&Ocu Ml.m fad. Produgt -1 A) ADDED BACKBEDDING •s JR - 03/11120 o. > Y Q a �n ❑ H 0 17 (0 N O w tZZo z 01 W o U Lu d , 0 •'A .ode 'oN Z C dMa n > rn Z ww m J J Q Oa, � m ® N ❑ 0 K soya So 2 Z F U �ee111 Z 7 O = Q m No.58705VaTIF • 1y. - IONALrENG A LYNN MLLFR. P.E.