Loading...
HomeMy WebLinkAboutProduct Approval (3) REVIEWED FUR MIAMI•DA®E ^^ �,b r�--OUNTY,FLORIDA • V®®� - PROD0 NTROLSECTION ST. LU C I E COUNTSY26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REIOCO Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) w`nv.miamidade.Qov/buildins PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: F& CO This NOA is being issued under the applicable rules and regulations governing the u e of construction ._—.materials:-The documentation submitted-- tias�een 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 a 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 "PW7720A"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13,with revision E 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 L 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. RECEIVED ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed b -the-expi-ration-date-may-be-displaye -in-adv-ertising-liter-ature Ifany-portiorn- displayedthen it shall be done in its entirety. »�mittir.g c^partm1NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors C""'%nd shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 18-0430.05 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. C NQaoEccuNnr NOA No.20-0401.10 Expiration Date: February 19,2024 Approval Date: August 06,2020 T7/28J20 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 tinder NOA No. 08-1112.09) 2. Drawing No. MD-7720A.1,titled"Fixed Window Installation Guidelines",sheets 1 _through 10 of 10, dated 04/12/13, with revision D dated 03/16/18 prepared by___ — --- manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted tinder NOA No. 18-0430.05) 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,DurasealO 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. 16-0629.14) 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 p p 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 fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7212, dated 03/2-1/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder NOA No. 13-0502.03) 3. 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 an#07/31/03 respectively, a-ned and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Manuel Perez,P.E. Product Control E i er NOA No.20 0401.10 Expiration Date: February 4 Approval Date:August 06,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 61h Edition(2017),prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller,P.E. Submitted under NOA No. 18-0430.05 2. Glazing complies with ASTM E1300-09 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 07/08/10. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayer"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition(2017),dated April 20 2018 issued b manufacturer, i y , signed and sealed b AnthonyLynn Miller P.E. � Y Y Y (Submitted under NOA No. 18-0430.05) 2. Statement letter of no financial interest, dated April 20,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted u►tder NOA No. 18-0430.05) 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia,P.E., Produ t Control Unit Superviso (Submitted under NOA No. 18-0430.05) - Wawak-i'lAw Manuel Perez,P.E. Product Control Eli er NOA No.2010401.10 Expiration Date: February 4 Approval Date: August 06,2020 E-2 PGT Industries,Inc. NOTICE OF-ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED) 4. Proposal No. 16-1372B issued by the Product Control Section;dated 11109116, signed- by Manuel Perez,P.E - (Submitted cinder NOA No. 17-0614.11) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, -- - --= signed by Ishaq.Chanda,P.E. _ ------------ ---- �.. --- -(Submitted under NOA No. 17 0614.11) 6. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502,03) 7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/303 and 07/31/63 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted tinder NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/12/17 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13,with revision E 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 Dowsi1791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: Manuel Perez,P.E. Product Control E er NOA No.20 0401.1 Expiration Date: February 4 Approval Date:August 06,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) B. TESTS(CONTINUED) 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 Ahura. 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 04/19/18 and revised and updated to the FBC 711 Edition(2020) on 03/19/20, 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 "TrosifolOO 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°XtraT`11(SGXT�') Clear Glass Interlayer" dated 05/23/19, expiring on 05/23124. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017) and the FBC 711 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, 2018, issued by manufacturer, signed-and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020,signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 18-0430.05, issued to PGT Industries,Inc. for their Series "PW7720A"Aluminum Fixed Window—L. I., approved on 08/23/1 d expiring on 02/19/24. Manuel Perez,P.E. Product Control Ex�eriner NOA No.2010401.10 Expiration Date: February ,2 Approval Date:August 0 ,2020 E-4 f i GENERAL NOTES:SERIES PW7720A IMPACT-RESISTANT FIXED WINDOW '��\ DESIGN PRESSURERATING i IMPACTRATING VARIES, I ARGE&SMALL MISSILE 1)THIS PRODUCT HAS BEEN FLORIDAUIL &TESTED TO COMPLYWITHTHE SEE SHEETS 2.5 IMPACT RESISTANCE REQUIREMENTS OF THE IDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), g9'TIP TO-TIP WIDTH \ I 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 48"BUCK WIDTH 481 BUCK WIDTH 48"BUCK WIDTH -r REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVHZ, / q5-1/4'VISIBLE 45.1l4'VISIBLE 45-114'VISIBLE THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH PRODUCT REVISED LIGHT WWTFt LIGHT WIDTH Y as comPlyirig with tho Flodda 3)FOR MASONRY APPLICATIONS W MIAMI-DAOE COUNTY,USE ONLY I 6-112'MAX- •--•-i� 6"MAX. F,SHEET B I Imo— 2"MAX. Building Cado B.SHE 8 D,SHEET7 NOA-No. 20-0401.10 MIAMI-DADE COUNTY APPROVED MASONRYANCHORASTMCRIALS USED H SHEET9 FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE _ Ex -No. Dato• 211 01.10 MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. iu By: 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARETO BE CONSIDERED { Mlam Dade Produep•Bo tral 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS / A I A 96. C I C E,SHEErB �2X INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED A5 SHEETB BUCK SN ET'7 G,SHEET 9 { E,G HEIGHT 96" E)UPDATED TO FBC 2020, ARE 1-12"THICK OR GREATER.iX AND2X BUCKS(WHEN USED)SHALL I I BUCK REVISED ANCHOR TYPE BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. � i �_ WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY Ij HEIGHT ----- - TABLE. OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(ADR). (/ 93-1/4" L IS BL' I 12'AMLX. / VISIBLE 12^MAX. ` 93-114" i VISIBLE ¢` JR-03l11/20 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL O.C. I / LIGHT O.C. I / VISIBLE I LIGHT DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDjNENT. HEIGHT i LIGHT HEIGHT NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 7HE I / 97" 1 I / HEIGHT E FRAM INSTALLATION ANCHORS SHOULD BE SEALED.OVE L Tip_TO / BUCK a •W SEALINWFLASHING STRATEGY FOR WATER RESISTANCE OF� I TIP/ I 5"MAX. .I HEIGHT INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE i HEI(34il" i O.C. I .d• OF THESE INSTRUCTIONS. S { (9 N •7W O 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION INHERE I �' O.q• N THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAP(�BLE .L J W {� OF TRANSFERRING APPLIED LOADS.WOOD SUCKS,BY OTHERS, N T� I Z LL MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED \ I 6"J L� ON THEM BY THE WINDOW. B'--►I ��—12^ .O.C. D—�{ �+—12'MAX.O.C. F.H i I 2 LLI r- W 2"MAX. MAX. 2"MAX. )+--- 5"MAX.O.C. W U ado 7)DESIGN PRESSURES: � + i--Z V� TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME o W (7 SAW A.NEGATIVEDESIGN LOADS BASED ON STRUCTURAL!CYCLE TEST Z � PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. ELEVATION, ELEVATION ELEVATION �Zv O o B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, ��/ F_ ¢ tL STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El300. FIGURE 1: C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. GUIDE 70 SHEETS: 12°O,C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE BY INSCRIBING THE SHAPE IN A BLOCK I U,i MAX. AND OBTAINING DESIGN PRESSURES FOR.THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. m V) qy 1•�us 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO GENERAL NOTES.__.._._....._1 f ANCHOR SPACING TO BE W MAX.FROM.CORNERSAND IT O.C.MAX.FORALL CURVED FRAME ® m Z N RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN ELEVATIONS..........__....._____- //` � MEMBERS EE.FIGURIS-1,I11M SHEET. j � .� F PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS-.....__._....__2-5 THE DESIGN OF THIS PRODUCT.THE 1.0 LOAD DURATION FACTOR WAS DESIGN PRESSURES....-_____2-5 1Y'O.C. { p" p Z •a�S USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,FLANGE_...___B MAX. __ WIDTH—� i—_WIDTH-�� j�—WinTH--{ ��-WIDTH�••{ F Z J COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL INSTALLATION,EQUAL-LEG...._7 / TF T , T r- T r— MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLATION,INT.FIN A__.—g 1 I CORROSION RESISTANCE. INSTCORNERASSEMBLY IN......._T o o ° � 0 '� x Ul a 9)REFERENCES:TEST REPORTS FTL-3835,3B50,7212&18.7763;ELCO EXTRUSION PROF6FS......_....._.10 6" =I I I x` _ ULTRACON NOA;DEWALT ULTRACON t NOA;DEWALT/ELCO PARTS LIST_._...._....__.._._.__10 MAX. 1L J L._ —J °/i/i '°s•a"!'°5 CRETEFLEX NON ANSVAF&PA NOS FOR WOOD CONSTRUCTION T WII]TH i AND ALUMINUM DESIGN MANUAL TABLE 1: 1 I`--- —� N'WIDTH-H I�WIDTH+{ F—WIDTH-� `\`111 I 1 1 i i 11, �YPa SaeeL T r—— —— }- —-� }-r— { -I T r -1 .�`� pNY LY1�N�;10)THE 7720A SERIES WAS FORMERLY CALLED THE 7201821)SERIES. D=dptlon 1 I COOFSISTANDARDS USED: m �' c0 '�-,• '•;(n� 1 7/16'Leml i6"An-.090-PVB-3116r'FE; 2 u� Gi c, u� •2017 FLORIDA BUILDING CODE(FBC),7TH EDITION 2 7116'Lami(3118"HS-:090'PVB-3/1B'HS 3 = = Y'I I I _ N.P.50705 - •AST E1300-A BUILDING CODE(FBC),6TH EDITION J_ +•-_ •ASTME130009 3 1-1/16"Lami.IG 3118"T-7l1B'Alr-3/16'M-.090"PVB-3fi6'HS 2 1 1L _� L J •ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION 4 1-1l18'I aml IG(3116"T-711W Afr-3116'HS-.09("PVB-3itS'HS) 3 I 5 7/18'Lam!(3118'An-.090-SG-3I76'Ant 4 I WIDTH) WIDTH-^{ WIDTH'I �-WIDTH+{ •ALUMINUM DESIGN MANUAL,ADM-2015 — 'S.. E D 8 7/16"laW 18'HS=.090'SG=3/16-HS 5 — r--- r i��-1 :��'•, ST.TEO .AISI S10o-16 Try ., T T Tr-- F �� •AISC 360.16 7 1-1I78'LamI.IG 31i6'T-7/16'Air-°J18'An HS-.00•SG-3115-H 4 f. iC� <ORIDi�..•' ���` B 1-111fi'Lam1 IG(3116"T-7116'Afr-3/i6•HS-.090"SG-3A8'HS 5 O Al ,O I O I �,. I d %si$'�O•""' \QG�� THIS SYSTEM HAS BEEN TESTED TO MEETTHE 400 FT-LB •SG"='KURARAY SENTRYGLAS`INTERLAYER•BY KURARAYAMERICA,INC. _' P =I u'1 I F'� I = l 1/,,1 ANAL I t"' KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ^PVB"=^KURARAY TROSIFOL°PVB INTERLAYER"BY KURAITAYAMERICA 1 Yl L. a LYNN MlLLerl,P.E. ANSI Z97.1 WHEN USING GLASS TYPES 6 OR B. 1. I P,E.M 5B705 I i • I. TABLE2: / Window Design Pressure(+/_,psf)for Grass Type 1 Long SIde.11P to 7Ip(in) 7/16"LAMINATED 718 73 77 81 85 89 93 97 101 105 P/49.4 GLASS STAG 3 +-e0 +1-ED +/.ED +/-80 +I-80- +1-80 +/•80 +/-w +/-e0 M-80 33 +1-80 +/•BD +l-80 +/-80 +/-80 +/.60 +l•80 4%80 +/-80 r1 •e0 ,090'PVB IN7ERLAYER ' 35 +7-80 +/•80 .+/-60 +/-60 +/-60 +l-80 +1-80 +/-90 +/-80 +/-79.8 3116"HEAT STRENGTF1ENl9]iGLASS37 +1-90 +-80 +1-80 +1-80 +/-80 +l-80 +1-79.7 +1-772 +1-75.1 - +/-73.4 3/18"ANN LWGLABBPRODUCT REVISED 39 +1-80 +/-eo +/-9D +/-g0 +1.80 +/_78.1 +/-75.2 +1-72.5 +/-70.3 +1.68.5 y ascomplyingwithlnsFlorida41 rl-BO +/-EO +/-60 +/-78.8 r/-77.2 H•74.3 +I-71.3 +/�i7.9 +1.65.1 +/-fi3.4 4 Building Codo, - 43 +J•6D +1.80 +/•8D +1-77.4 +/-74.3 +/-71.3 +/-fi8.2 +J-64.7 +!•61.6 .1.59.8 11 NOA-No. 20-OAO'�.10 F: 45 +1-80 +!•80 +1-79.9 +/-75.4 +/-72.1 W-98.9 r1-65.6 +l•62- +IS9.7 +1.57.5 Ex Irgtion Oato• 2 19/202.i 9 47 +1-80 +/-90 +1-77.2 +1-73.6 +/-70. +/-66.8 +1-63 +/•60.3 F +1-57.7 GLASS BETE LONG SIDE By.49 +1.80 +/-79.3 +/-75.6 +/-71.9 +1-08.3 -1.64.9 r/-61.5 +136.2 -I- i yy; 51 +1.80 +1-77.5 +1-74.1 +/-70.3 +/-06.7 +/-63.1 +/-59.7 1-3 Mlam-Dado Protluef-tiotrot! h 53 +/-79.1 +1-75.6 +1.724 +/-98.8 +/•65.1 55 +/-77.4 +/-73.8 +/-705 Q-67.3 +/-63.5 SHO rn 57 +/-75.8 +/-72 +/-68.6 +/-65.3 EXTERIOR DDE I E)NO CHANGES THIS SHEET. 69 -1.74.2 +/-70.3 +/-66.8 a 20 13 L I ° JR-03/11120 61 +/-727 +/.ee.7 +465 fis +/-71.2 +1-67.1 GLASS TYPE 1 j 65 1.69,7 +1-65.5 67 +1.68.3 1 1 LONG SIDE -►I 68.7)8 +/-67 I T' 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THETIP-TO•TIP DIMENSION IN -- SH40Ri V) U.1 THE TABLE TO DETERMINE THE WINDOW SIZE SIDE 2)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. }ti �1.0 0 N TABLE DIMENSIONS MAY BE 0 M W -� TABLE 3: ORIENTED HORIZONTALLY AIS SHOWN.CALLY OR 2 L W u as Window Design Pressure(+I-,psf)for Glass Type 3 tL 0 Loan Side To to Ti n ♦-Z d' Z3 6N 68-718 73 77 81 85 89 93 97 101 105 110-1/2 1-1/16•NOM. W 00 31 W-80 +/-80 +1.80 +/-80 M-80 +/-60 1-00 +/-80 +/-80 +/•80 +/-8p GLASS STACK. 7/16"LAMINATED I �j ,d, Z p 33 +/-90 +/-80 1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-8D +F8D +1-00 3/16�HFJISS STACK I J9 m 0 35 +/-Bp +/-B0 +/-80 +/-811 +/-80 +/-0D +/.0p +/:80 +/•80 +/-80 +1.8D LL W STRENGTHENED GLASS 37 +/-ao 1-80 +/-80 +/-60 +/-90 +1.00 +/-80 +/-00 +FBD rl-8D +/•80 3/16'TEMPERED GLASS 1 LV 39 +/-80 +!-BD +/-801 +/.8D +/-OD +/-80 +/-80 +1.80 +/-79.4 +/_76.4 +1-74.3 3115'ANNEALED GLASS 5 47 1-80 1-80 +/-8D r/.Bp +/-80 r/-Bp r/-80 +1-76.7 1-73.5 +/-70.9 W-69 7116'AIR SPACE 09p"PVB _�I SHORT m Ip W 10.45 •- 43 r1-60 r/-80 +/.80 +/•BO +!-80 +f-BD +/_77 1-73.1 +/•89.8 +/-68.9 +/-652 11 WTERLAYER SIDE © Z = y 0 45 +/-80 +/-80 +1-80 +/-80 +/•80 +/-77.6 +/-74.1 +1-70.3 +/-87.5 +/-83.9 47 +!-0D 1-80 1-80 +l-Bp +/-792 N-75.4 +!-7fA +1•68.1 +/-65.1 z 0 !� Z 49 H-80 1-80 +/-60 +/_80 +1-77.2 1-73.3 +/-69.5 +/-65.8 5 F p W 51 +1-00 +!-EO /-80 +/-79.4 +/-75.3 'N-71.3 +/-67.5 BU 518' Z D. N 53 +/-80 +"a 1.80 +1-77.7 +/-73.5 1-69.5 GLASS BITE ?� D. p 55 +/-60 +/-80 +1-79.8 1-76 +/-71.0 1-3 ,y LONG O ,V N h 57 +1-80 1.80 1-77.5 1-7af) }7 SIDE W Co LU 59 1-80 409A 1-75.4 EXTERIOR I LL a 61 1-80 +/-77A +/-735 a 7s7 21 13 .ane •�su0 r ues 63 +/-80 +/-75.8 67 +/-772 +/74 GLASS TYPE 3 ```,111Y Itillll . 6B-718 1 +/-74.9 SHORT `,1�GC,•'...... 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION IN � :��.•• 4U%EF1SE ��� THE TABLE TO DETERMINE THE WINDOW SIZE I <-: •.,A 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. _ tJo,587p5 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS = /; COMPLETELY Frr WITHIN. _ LC -� 1O1'�j,CD7 ATE OF 01VAL IS A LYNN MILLER,P.E. P.E.058705 i I I I, f TABLE 4: Window Design Pressure(+1,.psf)for Glass Types•2&.4 Luna Sida Tip to Ti (in) i, - 08-7/8 73 77 81 85: 89 93 9T .101 105 110.112 113- 117: 121 -'125 129 133 137 141- 145 31 +/-80 y-BD +/-80 +/-80' a/-W -+I-80. +/.80 -1-60 i/-80 +/-80. +/-80 I H-80 +/-60, 0-80. :+1.11W W-80 +/-60, +/-80 +!-BO +71-80 33 ,/-80 +/-80 W-60 ,680 +r-80 '+/-80. +1-80 +/-00 +/-80 +/-BO +fma0 +1-00 +F80' W-80� +/-80 "o +/-80 :+/-80 N-80: +/-80. 35 +/-80 +/-BO +/-80 +/-80 M80 +/-80 +1_80 N-80 +/AD +/-80 +/-80 +1-60 +/-80' +/-60 .1.80. +/-00 +/•81) 1 PRODUCT REVISED' 37 +1-80 +1-80 +1-80 +/-80 +/-BO- +/-80. +/-80 -+/40. +/-80 +1-80 +/-80 ,1-80 +/-80 +/•BD. - +/•8D +1.80 f .as eomplyln%with tho Florida 39 +1-80 +r-80 +1-80 +/-so, +/-80 +/-80 +/=80 +F00 +/-BO 4/•00 +/-00 +/-80 -/-go. +/-80 Building Cad 41 +1-80 +/-80 +1-80 +/-BD +1-60' +1-80 +/-80 +1-80 +/-80 +/-so +/-00 +/-80 I NOA-No. -20=0401.10 43 +1430 ,/40 41-60 +/-80 +/-80. +- 211 912024 /80 +/.80 +1-80 +1.80 4/-SD +/.80 I E imtiaa Datoe F 45 +/-g0 �+/-B0 4l-80. +/-80 +F80 H-80- +1.80 +l-Bg H•00 +/-BD 47' +/-80 +/-80 +/.80 y-gpt ,1-80' +1-80 +/zoo +7=B0 +1-80 By' aiuu -' 49 ..+1-110 +1-80 +/-BD' ,/-00 a/•80 +1-80 -+/-BO 1' `Mlam ado Pmdu o tml 51 +1-80 +1-80 *1-80 +1.80 W-80'. +/-8D +/-80. - 53 H-80 +/-80 +/-80 +1-80 +/.80 41-79-1 I� 55 +/A E)NOCHANGES.THIS SHEET.O +/-BO +/430 +/-80 �+/-7tl.fi � N 57 +1-80 +1.80 +/-80. +/-79.1 ' :IR=09/11/20. SO +1-5D +1-80 +/•80 I s 81 +/-60 M-00 N-79:3 I 63: +1-80 +/-8p 65 +1-80 +l-80 f 68-718 +1-80 w 1)TIP-TO-T(P DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS;:SUBTRACT I"FROM THETPTO-TIP DIMENSION IN THE TABLETO DELERMINETHE WINDOW SIZE 2)FOR SIZES NOT SHOWN.ROUND METO THE NEXT AVAILABLE SHORT OR LONG DIMENSION: Of 0 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TA13LE'ABOVE WHICH THE OVERALL DIMENSIONS'COMPLETELY FIT WITHIN. }tm. +IOO O d L9 N N N 1 Z u..C3 uran Z VUd 0 I IW,-.Z � -CN 1-1116"NOM. TABLE.DIMENSIONS MAY BE p C) anl0 7/16'LAMINATED GLASS STACK• 7/16"LAMINATED o 0 �( ORIENTEOVERTICALLYOR, 0 [V o GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. `'Z�'" I.- U., LL LONG.090'PVBINIERLAYER 3116".TEMPERED GLASS 3/16'HEATSTRENGTHENED GLASS' I SLIDE J In 6 3116'HEAT 3116"HEAT STRENGTHENED GLASS Q 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'PVS INTERLAYER` 'LONG SIDE ® ,a Z C 1�a45 �. q 11 11 •SHORT In F . SIDE p' o LU Z .5l8` 5 5re• ++ SHORT F 'O K �w=s GLASS BITE PIRE GLASS BITE L � SIDE , ,s Z C. 1-3 1-3 1313 L7 cq F .X W EXTERIOR EXTERIOR I�ALONG SIDE a ❑ a. a20 13 C] eae .21 .13 Y � a119 '"a snlmS GLASS TYPE 2 GLASSrTYPE.4 SSIDET s oe R. NO,.5a705 SHORT :.10 a SIDE' %O^�. :ST:1 EO •?j(�V` A'LYNN MILLER,RE I REA 98705 t I 1 l .. I TABLE 5: Window Design Pressure(+!-,psf)for Glass Type 5 i Lana Sitim 1f b n in 7/16°LAMINATED I+ 68.7ia 1 73 1 77 78-314 1 81 as I BB 03 97 1 101 105 109 110.112 GLASS STACK 37 4SW-130 +BOr.127.5 9W+ -123.5 491f-121.7 +BW-119.8 +ON-tta5 +BN-1115 +901-111 +901-108.5 +BOf-10a3 +901.104.5 +901.104.6 +W.104.6 I 39 +9W-129.1 +9W-120 +9W-114.5 +9W1128 a90/•111 +8W-1076 +9W-104.5 +90f4ot-7 +9W.9as aB04W7 +901-6a1 +BW-99.8 +e91-Bq.1 .090°SG INTERLAYER 41 10W-120, a0W113.5 a9W-107.3 +9W-Las.2 +9e.im +9W10a6 ae01-97.a 49W-94.0 +0W-92 +-09,8 4.88 +•88.5 +1.88 311SGINNEALAYrRGLASSI 43 a9W-114.4 +GW-107.5 +BW-102.5 +BW100.7 +BW-00.8 a0W05.2 +901-822 +1-89.1 H-85.B aFW +/-81.4 +/-80.4 +/-80.1 45 49W-10B.7 +9W-102fi +901.98.8 +90r•87.1 +9W91.9 +B01-H7 +FB7.3 +!•e4.1 +l-B7.7 +F70.7 +1-77.8 +/-7d1 +/•75.8 3/1fi'4ANNEALED PRODUCT REVISED 47 49W-104A 49W-99.e +9W-85.7 .9W.93,9 49W.91.8 .1.87.5 4!•838 +1-81 +I- 09 OD I In with the Florida .6 78.9 -7a7 4l•74,7 +1-727 0. y g 49 +8 -0.1 +eW97 48W-929 +91.68.2 4/69.7 4 a82 +1•et2 W-765 +/-73.6 V-719 .1.68.0 +f•88.8 .I-BB.9 Building COtlO H 51 +BW-88.1 +0W69.1 +BW-80.1 H•68.2 +/-BS7 +/-82 .1-7fl1 ,!-7 3 a/-73.t1 +/•71.2 +/•fi8.0 +FB8.8 +/AS.D NOA-He -fk101.10 53 +OW-05.3 49WA7-1 a/-87.4 M-058 -1-813 of-Bp H•T7 W-74.1 +1-71a3 +1-66.7 .1.63.9 +/-Bq' +/-632 F 55 «Bd-925 ,4iB.2 +/-89,3 H629 +/-B1A +/-70.1 +H4.9 al-71 9 +/•BB 1 +F66.q +/63,8 a/61.8 4f61.2 518" Ex iration Deb: 57 +/-89.0 0-85.3 +/-01.8 +1.90.6 +/-7B +/•7a2 W-73 +1.6s.9 +1-68A -0-64.1 +F81.9 W-mi GLASS EITE I►'--LONG SIDE .7 59 +/-87.1 ./-928 11-70.7 +1-7a4 a/-76.e 4/-74 +1-71.1 +1679 +F84A 4-622 WmW.] e1 4/64.8 +l•80.0 41-7/.6 41.76.2 +r-746 .1.71.7 H-69 a1-05a +/-020 +/6p,8 - h fi3 +/-926 +l-78.9 +/-74,6 +r-73Z +/•71,4 +l•684 +r-65.5 ♦62a ♦649 Miam Dado Pmduc 9 llrof esitw673 +f64A +F62 IXT SHORT 67 +ra9 +L 2 4r-71.7 +lao2 a-e9.a +Ffifi.2 ar-e2q SIDE E)NO CHANGES THIS SHEET. 6&7/8 +1.721 H-70 +/69,fi +/-68A ,/63.9 -81. 1373 4/•736 41.70,2 +166,6 4164.8 +/629 +I-6a5 A JR-03111/20 7r +r-7p ./69.c +/63.z ,r•et.9 GLASS TYPE 5 7e•W4 +/•Be.6 +/64e +761A +160.9 'S 1)TIP-TO-TIP DIMENSIONS SHOWN,FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE z TABLE TO DETERMINE THE WINDOW SIZE. LONG SIDE 2)FOR SIZES NOT SHOWN,ROUND UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. T 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TAELE ABOVE WHICH THE OVERALL DIMENSIONS f C9 COMPLETELY FIT WITHIN. SHORT � y ; 3 W izl Wn SIDE ! U` [V aln0 0: N TABLE 6: TABLE DIMENSIONS MAY 0 itW -3 I� ORIENTED VERTICALLY OR O J o Z 46 d Window Design Pressure(+/-,psf)for Glass Type 7 HORIZONTALLY AS SHOWN. Z 1,m W Lom Side In 00 o 0 013-710 1 73 1 77 78-W4 81 115 1 e9 93 97 101 105 1 109 110-1/2 H Z _ 'oN 31 40W-130 *0111-130 VM-130 ,BW130 +9W130 +9W-130 +9W130 +9W-130 ♦90)430 +9W-130 +501-130 «9W-13a +901-130 1-1/16"NOM. 33 ♦901-130 +901-130 +OW-130 *891.130 +001•130 +901430 +901-130 +01-130 +90L730 +9W-130 +9W-130 +90f-/M +9W-/30 GLASS STACK 7/18"LAMINATED v Z cq O 35 +9W-130 +0W-130 +W.130 400/•130 +=A30 ♦9W 9W-130 40W-130 + -130 +9W130 +WI-130 +9Wi3o +BW130 +9W-130 GLASS STACK Z v Z (p LL 37 +901-130 +SW.130 ,90F130 +GW130 . 130 4901-130 +9W-1263 +00li-125.4 +9111-1226 +5W-120.1 +901.11at +0W.118.1 +901.11a1 39 49W-130 49W-130 49WA294 ♦W-127.5 !SW125. +9W-121.8 +ON-118.1 49W114.0 49W-1125 +9W-11a4 4M.1011A +BW-106.9 +001-106.3 3/16'ANNEALEDGLASS 8W (JD 0 41 + -130 +OW-128.3 +9W-121.2 +9W-/ta0 +8W-110.4 +BW-113.8 49W-110.6 +9W-107 49W-1W.9 «901.101.3 +9W-99.4 +BW97,7 +W-177.1 3f16"TEMPEREO GLASS 3/16'ANNEALED GLASS J Q si 43 40W-129.3 .9W-121.5 +8W-115a •BWi1AB •OW-111A 49W-1075 +9W-104.2 +9W-100.0 +9W-97 +BW93.8 +9WA2 +OW-90,9 +M.90.6 I Q 45 +901-122.9 49W-115.8 +9W-11.e +9W.109,7 +BW-107.3 +9W-tu28 49W9a7 00r.95 +9W-923 +80/-90.1 +167.9 4BW-65.9 +W"S 7116•AIR SPACE .096"SG INTERLAYER 'I SHORT ,0 W laays 47 +0W-1/8 49W-1127 asp/-100.1 +OW-tOd.t s9W-1D3.6 .9W-6B.8 +9W-89.4 +OW01.6 +1-80.1 W-8a7 +8W64.4 480%621 +W/-61.9 1 "II SIDE n Z it 49 +BW-1141 4BOh1018 +nW-1048 , -f 7 +OW 00 +SW-95.3 +9W-91.8 +160 W-06 +801-83A 4041-01 +/-78.7 ,/-77.8 11 i t r 51 +901-110.8 +BW-108.3 40W-Ot,e +BW-99.8 1+901-00.0 +9W-927 4/.89.3 11-02 +BW-IM2 I 48WSO.5 +1.77.0 1 41.75.4 'M-74.6 53 +901-107.7 +eW-102.8 a9Wi8.7 +8W.80' 490%01,1 +BW-90.4 +/67 +8W63. 4801.80.8 +- .7 +.23 +-71. 0 O W Z 55 190/404,5 +90'-98.6 +9W-fiO3 +BW-03.7 40W-91.2 +/-Ba3 +0W-84.0 +BW-0/.7 +/-701 M-761 +f•727 +f +/-60.1 5 fife" F 0 � olnag 6/ 49W701,5 +9W-964 49W92S +90f.01 +1.99.3 +BW-88.1 +6W624 +F799 ,h788 +/-725 a/69.9 4f67.9 _ LL 59 +9W-Oa5 +9W-B3.5 +/-90 +/68.6 411W6de +8W636 4BW60,3 +/-70.7 4-73.3 N-7a] +I-6a2 GLASS BITE et +9W-B58 +DW-91.9 +/677 +8Wfi6.2 49W-04.2 +8W81 +1-77.0 H-74.5 4/71 +16a7 LONG 0 Z 04 83 490142.2 .-86.1 +fiW-54.3 a8W.OZ7 +SW60.7 +-773 .-7 H- +688 1-2 I SIDE w W n 6S +sd/-01.2 ah87 48W812 +9W01.6 +1a0.6 .470.1 ,/-rs +F70 M X W 67 +1.89.3 &-a5 4eW61 HAD. +f• 3 +1.73.7 +1-70.5 EXTERIOR LL ❑ a 88.718 a/67.3 +8W612 .1.70.1 +/•77.4 4/-75.2 4/•71.0 +l•89 �LJ, 67 21 13 ati4 •s:a0:ar+p5 73 +eW-832 V49,4 +1-79.1 H-73.2 N-71 +F68.4 n +1-79.1 r175.1 +171A +/11.9 GLASS TYPE 7 ``` +I I I III, 1,61 e!e +/-n.q +f• .z +r69.B 4 6a.e 1++1 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1^FROM THE TIP-TO-TIP DIMENSION INTHE SHORT �ppt�'LY'I�r,y. I TABLE TO DETERMINE THE WINDOW SIZE SIDE C`r.•' LICE......ll�I 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHO{TTORLON G DIMENSION. t�•: •,���� 3)FOR ARCHITECTURAL WINDOWS,FINO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS I !•lo-COMPLETELY FIT WITHIN. 7::• Sii7D5 ATE L A LYNN MILLER,RE P.E159705 i TABL Window Oeslgn Pressure(+/.,psf)for Glass Types 8&8 Lo Sida,TI l0 Ti in 68-7/B 73 77 78-3l4 81 85 89 93 97 101 1 105 109 1 IID•1/2 113 1 M+:117121 125 129 I 137 145 31 +901-130 +901-130 +90F730 +901.130 +901-130 +801-730 +801-130 +901-130 +90F130' +901.130 +901-130 +901.130 +90/.130 +901-130 +901.130 +BW-130 +90%130 Ir901-130 +901-130 33 r90/-130 +BO/-130 +90f-130 r901-130 r901_130 +901-130 +90/-130 a901-130 +901•130 +901-130 +901-1301 +901-130 +901-130 +90/-730 +901-130 +901-130 +901.130 1+901-130 +901-130 35 r9Dl-130 +9of•13o +901-130 +90/-130 +901-130 +901.130 +9N-130 +90l-130 +901-130 r90l-130 +901-130 +901-130 +901-130 +901.130 +9Df-130 +90'-130 +901.130 1+801-110 a801-110PRODUCT REVISED 37 +901-730 +90/-130 r9W-130 +90V-130 +901-130 +901-130 r80%130 +90%130 +901-130 +gp/.130 +901-730 +901_130 r901g30 +g01-130 +901-130 +9W-130 i801.130 I+D01-110 aBOl itO39 +901-130 +BOf-13D +90f-130 +901-130 +901-130 +BN.130 +901-130' +901-130 +901-130 +90/.130 +g0/.13f1 +90f-130 +901-130 +BD/-730 +9D1-130 +801-110 +801-110 :+Bpr-110 +Wf-10 osomplyyln0with tho Plorida 41 +B01-130 t901.1'a +Bp/-130 a901-130 +90%130 +90/-130 +90f- BuildingCoaa130 *40/-130 +90/-13D +9N•130 +90/-130 +901.130 a90F130 +901-730 r80/-110 +801-110 +8W-170 'i+801-110 +801-11f1 A-No. 10 43 r901-130 +90/-130 +9N-130 t8N-130 +B0b130 +g01-130 +9N-130 +9p/.730 +90/-130 +90f-130 +901-130 +901-130 +9N•130 +801-110 +801-110 +6N-llo +801-110 1+801-110 +60/410 - _ 45 +90I-130 +801-13D +9p1-130 +90!•130 +90/-130 +90l-130 +9D/-130 +901-130 +BO1-130 +90/-130 r9Q!•130 +80/-110 +601-110 +601.110 +801.110 +8N-110 .80•.t to +801.110 ;+801.110 Ex Iration Date 2 19 2024 cu 47 +801-130 +901-130 +90I-130 t901-130 +g0!•130 +goR130 a9W-130 +90 . s901-130 +90/-130 s80f_110 +B0/-110 +60f-110 +601.110 a801-110 +BOI-110 r80f-110 +601-110 i 49 +90/-130 +gfN-130 +901.13D +901-130 +91Y-130 +9N--130 t9D/-130 +90M30 +90/-130 +80/-770 a8ry•710 a60%110 +8p/•1Yo +801-Y 10 a80/-110 +BOr•110 +B0'-11D Ior 51 +90l-130 +901-130 +901-130 +90f-130 +901-130 a90f-130 +g01-130 89.41-128. +80.1-110 +801-110 +80/-110 +BO/-110 +8N. 0 +801- Mlam Dado ProduC Qo ftrol 53 +901-130 +901-130 +9N-130 +801-130 +901.130 +901430 r88.B/-128.1 t801.110 ;801-110 i801-110 +BN. 11 110 +801-110 +BOF110 ' 55 +00I_130 +901- 10 +BO/-110 +BUI-110 +001-110 +BD1.110 130 +901•130 +901-13D +90/-130 +Ba.8/-128.1 +801-110 +Bol-110 +80f-llo +801.110 +60/410 +801-110 +801-110 +001.110 , E)NO CHANGES THIS SHEET. h 57 +90/-130 +901-130 rg0I.t30 +90/•130 +89.41-128 +Bpf-710 +8(v +801-110 +8f1/-110 +BO/-110 +80F110 +801-110 59 aBOI-130 +90I-130 +901-130 +89.51.129.1 +80f410 +801-110 +80f-110 +80f-110 *aw-110 tool-lip +801-110 °JR-03/11120 rn 61 r9N-190 +901-130 rBB.&-129. tBDI.110 +801-110 +BO/•110 +80/d 10 +801.110 +801-110 a8Df-tID "s 63 +90/-130 T+90/_130 +801-111) +801.110 +801-110 +8O/-110 +80/.110 1 +801-110 +801-110 ¢ 65 a9N-130 +901-130 +801.110 +8DI-110 +801-110 +80/-110 +001.110 +801-110 67 +90/-130 +80I-110 +8N-112 +80/-110 +80/-110 +801-110 +801-110 68-718 +90/-130 tB01-110 +801-110 +801-710 +801-110 +801.110 +801.110 73 +801-110 1 +801-170 +801-110 +801.110 +801410 +80%110 th W 77 +80/-110 +80/410 +801.110 +801--110 W 11 110 +BOf-110 +Sol-110 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TD-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 0 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. N 1 0 Q 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Of N 0 c� W z_ UUo LU WE 00 'ON TABLE DIMENSIONS MAY BE ! p IZN U °fA0 1-1H6•NOM. ORIENTED VERTICALLY OR I �>rn z0 v o 7116'LAMINATED L� GLASS STACK HORIZONTALLY AS SHOWN. `�Z v 2 W U- GLASSSTACK I- 7/1B•LAMINATED 4 GLASS STACK SODS 5 m O .090'SG INTERLAYER 3/16"HEAT STRENGTHENED GLASS �-LONG SIDE -� Q F 3l18"TEMPERED GLASS O N Z � lanyg 3116"HEAT 3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .09V SG INTERIAYER SHORT W 4 11 SIOE Z O 11 y. -I SHORT ly_ i= z It along Ea 5 '1 S1DE � Z a F" z o GLASS BITE GLASS SITE u�a. W CO 12�� 1-2 1-2 f~LONG SIDE •--+Ir'• WW a EXTERIOR I �111 •a.a0��u�5 EXTERIOR 20 13 sr 21 13 SHORT GLASS TYPE 6 'SIDE >� I SIDE �.� �1Y'LYlt1N/j''.. GLASS TYPES �0 q>- • fJo.SB705 .� ylSHORT SIDE !L ���'.• 1�7r'I'E F '••w� S� ••.,... CMG�. A LYNN MILLER,P.E. REu88705 I i i TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EDGE _ EMBEDMENTAND EDGE INSTALLATION INSTALLATION OR FRAMING,SEE DISTANCE' DISTANCE PER SUBSTRATE, TYPE B EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET TYPE C INSTALLATION 71 EMBEDMENT 1X WOOD THIS THIS S ' TYPE A 0 1/4"MAX SEE NOTE 2, SKEET ' EMBEDMENT Y SHIM I '. 7 TY DEED STANCETYPE,PER RATE, a 'a• EDGE PRODUCT REVISED ,'. r. EDGE DISTANCE PERSUBSTRATE, DISTANCE as ao-PIZyIng with the Florida EDGE S B SEE TABLE 8,THIS SHEET LA NBuildingOA-No.Coda20-0401.10 DISTANCE .• •i> .'SHI114"MAX -SHIM , 1 BY:RILLCG5�7 Mlam Dads Produc o trol 12 USED FOR ALL E)REVISED ANCHOR TYPE SIDES OF 8 ARCHITECTURAL I E TABLE,UPDATED MATERIAL 29 SHAPES®11 7!8" - 11 EXTERIOR w PROP.TABLE O.C.MAX. •.••,:. •y CONCRETEICMU 4 11 I c PERANCHOR IDVISIBLELIGHTWIDTH= 5 T-•� JR-03/11/20 REQUIREMENT WINDOW BUCK VADTH-2-314" �•.'•• WINDOW BUCK WIDTH WINDOW EXTERIOR CPER PER ANCHOR t+1 Y W BUCK TIP-TO-TIP WINDOW WIDTH AN > m -_a HEIGHT a REQUIREMENT V O INSTALLATION HORIZONTAL SECTION A-A } �IaO o 0 TIP-TO-TIP METHOD D (g 12 0 N HEIGHT VISIBLE 7/4WINDOW • Anchor Suhslydlm Muu Fdce Min EmhOmsd Mw O.C. O1 a1 LU I MAX. Distenra Spacing O J ZLIGHT B HEIGHT- SHIM awmm kfe =, 1 12, Z V_ co J a+m+G WINDOW 012crdh4410SSSnew Al-dri m.WO- mn 31C 0,clW. 12 U U 6 O —7- A36 SW7 3/L" 0,003-' 12' BUCK B 1 steel Stud' IW Gr.33 NM1 316' D.d15•18 Gal' 12" F. 'TO •�71� HEIGHT- timioem Pim G=0.55) 9110" 1.319' 12 r Z 2.3/4" EXTERIOR 012m014 Steel Scrr(05) AWminum,11 s15 mlrt 3111' D.063'• 12 p Z v O TO A3e s(ea 31W D.C53•• 12 1�3STEEL SELF-DR ILLINGSted Stud.Gr,33 min. its- a01S 18 Ga 12' aa~ O LL SMS(G5),SEE TABLE Ungold CNAL& TM C9D) 2.112 1-114" 1ST B,THIS SHEET 114•'410 SS C.101.x J p Concmle(min.3.35 ks8 P 1-mr m'' Q O COrrmle(m1n 2s5 Its]) 1" 1-314' 12;MIANTE NEE,ALUMINUM. MULLION(SEE m y H IaayS 7/4'Sled Nlmean Cmuele(min 2.s5 ks{! 2-t12 Mir L2 ® N SEPERATE NO A),ALUMINUM,STEEL FRAMING Z n le CMU.AS7M G90 2-1/2' 1.114"' 1ST. OR STEEL STUD.LEESUBSTRATE ^I _t tO 21 PROPERTIES,TABLE B,THIS SHEET V4•Sted Ultraonr Corcretalmin.3kep 7.3d6• 7318• 12! z 0 Q Z B Unmuuled CMU. 7M G90) 1-1/2 1.114' 12• p O i- 5119"Sled Ulrecat Concmla I."3.S W) 1-114' 1.N4' 12 Gr IW MU.(ASTM G90) 2-112" 1.3/4' 12 SS 5 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. m 7 W o �114"MAX SHIM 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMUAPPLICATIONS. U' O Z n ALL HEAD TYPES APPLICABLE �a UJ X ' lL LL d --77--1%WOOD BUCKSTRIP, INSTALLATION NOTES: i al]11 'asap caua5 SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW E'MBEDMENTAND Material 'i Min.F _Min.F„ `�11111 1 EDGE DISTANCE LIMITS. - -- �� Y LYNN CONCRETE PER Steel Screw 92 SI 120 ksl `� ��........... EMBEDMENT - ANCHOR 410 Screw I 80 ksl 110 ksl .��•••• \}CENSF -, 2.WOOD BUCKS DEPICTED ON THIS SHEET AS BUCKS WHOSE TOTAL . -' 1 •a. REQUIREMENT THICKNESS IS LESS THAN 1-12".7X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Elco UltraCon®I 155 ksl 177 ksl _� q, '•� 1; BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 114"DeWalt UltraCon+® 148 kill 164 ksl aT; Na.5E705 • _ ARE 1-72"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS EIcWOewralt CrateFlelc® 727.4 k51 189.7 ks1 EDGE •' - WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY •�13 AluminUn)! 16 kel 22 kSl - ! INSTALLATION I� TYR ANCHOR TYPE.EMBEDMENT AUTHORITY HAVING JURISDICTION. O �l :.`!L` TYPE B DISTANCE AND EDGE DISTANCE PER A38 Steel 1 38 kel 58 k91 `O S AT OF SUBSTRATE,SEE TABLE S.THIS SHEET 3.FOR ATTACHMENT TO METAL,THE STRUCTURAL MEMBER SHALL BE OFA Gr.33 Steel Stud, 33 ksi' 45 kci �`�'• 'cCORIDI�.•- \� VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME S •. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER.RE 1 P.E.N 50705 I i . I I '1 d TYP.ANCHOR TYPE, INSTALLATION EDGE EMBEDMENT AND EDGE INSTALLATION 1 2X WOOD BUCKSIRIP DISTANCE DISTANCE PER SUBSTRATE, TYPE G -i' OR FRAMING,SEE .SEE TABLE 9,THIS SHEET TYPE F EMBEDMENT- NOTE 2,THIS SHEET' 1X NOTE 2.THIS S SHEET I •� EMBEDMENT SEE NOTE2,THIS SHEEP INSTALLATION 114•MAX TYPE EMBEDMENT -'i SHIM TYP.ANCHOR TYPE,EMBEDMENTAND jI l EDGE DISTANCE PER SUBSTRATE, EDGE ---.1� EDGE -•:p'; 6' SEE TABLE 9,THI5 SHEET DISTANCE PRODUCT.REVISED • •° as a IYlng With the Florida DISTANCE-" 1 - .-afiding CodO r NOA-Na. 20=040'1:9 D �tl4'MRX 2' ,Ex Iration Date• 211912024. 2 SHIM 13y. Miam Oada ProdueBo trot 12 USED FORALL 1 SIDESOF- E)REVISED ANCHOR TYPE A11.111B SHAPE @ 11-71L l7CTER10R EXTERIOR SHAPES®11-7lB° -!• o TABLE;UPDATED MATERIAL PROP.TABLE. 29 O.C.MAX. •- " •.. I '4 11 •s CONCRETElCMU VISIBLE b e" WINDOW OWB BUCK WIDTH -2-3/4' PER ANCHOR: ,I JR-03111120 REQUIREMENT f WINDOW BUCK WIDTH- I WINDOW HORIZONTAL SECTION C—C CONCREMCMU BUCK INSTALLATION A PERANCHOR. AU HEIGHT TYPE H B REQUIREMENT ❑ v' 'r0. ABLE N L- 114" rolm Edga - M_O.C. �'•.n alaC :�, p. MAX. .Anchor SeOsftete- Dlsttaxxf Mln.EmbedmaM ';Sw �,yN. .K• N VISIBLE SHIM m m mn ISG•0.35j "foie' 1 a. i 1 �m W 2 LIGHT 012 ar#14 416 SS Samw Alum)nan 608}TS mirtD.083"• .I 12 "Z LL.0 'J', rw0 ❑ ;A7B Sled. "318' 0.D57 .I -.12 =_us ;.,W. WINDOW 9 Steil Stud.Gr.33 min. 316• 0.04S'18 Ga• 1 12 U V:6 p SwIti m Piro SG=0.fi6 .9118' 1.3161, I IT w—:nDBUCK 'aN HEIGHT- EXTERIOR 'd12or014Sted Serew(GS) Alumtmmt;6063.15 mkt 31B'- 0.083".' i ,12 o W,'T C7 DetO 23/4" STEEL SELF-ORILLING A38 Steil 318" a.083'• .i 12 n,] :Z: o, Slael Stud.Gr.73 min. 318• 0,045'7a Da12 0 MS(05),SEE TABLE Un rout CMU,(ASTM C•90)! ;2-112 T-114• 1 12 '-'Z �' 'O 9,THIS SHEET 114"410 SS Cm l`l= H Z• U. ColMte(mla 3.35 k3l) :1' 1314" •1.1T Q .0. O MIAMI-DADE APPROVED MULLION(SEE l-,orcmto(min.2e5 ksi) 1• t-314" 'I 12" ,,J, rF r SEPERATE NOA),ALUMINUM,STEEL FRAMING 114'Steil Uamcan Car,crta(m n.2.e5 ksq 2-112' 1• e^ "I 12 Q; OR STEEL STUD.SEE SUBSTRATE noroul CMU, TM C-90 2.112' - 1-14' .I 1T ,co a la 45 PROPERTIES,TABLE 9,THIS SHEET 114"Steil Uilrbcwl 4-. .Canada(ndn.3 kWI I-wig, 1418" 1..IT ® N -;Z.. Q'. Un ed Cr4U• STM C-BO 1.1/2 1-I 4• 1,12 N ' w 21 Cwrmle lmla.3.5 kai) 7-1/4' la4• ;I.12 z Z, 5/18'-S1e61 Uitree0n Oroulad CMU ASTMC-90 .IuT 7.314' 12 D •❑ Z• 6 "MIN.OF3 THREADS BEYOND7HEMETALSUBSTRATE F p., U`•' ataws 'UNGROUTED CMU'VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. ' Z� W. Q. 1(4•MAX SHIM ALL HEAD TYPES APPLICABLE '�: JQ' y(— w _L INSTALLATION NOTES: 1 'X" & -� ---777--- 'lL" w" D.. 7} 7X WOOD SUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND a11U � 0 c-Y-9 I SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. -(— •, _ Material (', Mln.F1, Min.F„ �IIIII ft 111Irrr7r 2;WOOD BUCKS DFJ'ICTED ON THIS'SHEETAS"1X";ARE SUCKS WHOSETOTAL ���wl LY7,i,r�i•rr� r 'r: CONCRETE PER THICKNESS IS LESS THAN 1.1/2•.1X WOOD BUCKS'ARE OPTIONAL IF,UNIT CAN =Steel Screw,.I 92 ksl, 120 k61 �� t EMBEDMENT -• - ANCHOR BE INSTALLED DIRECTLY.TO SOLID CONCRETE WOOD BUCKS Screw DEPICTED AS 410 90 ksl '110ksi •' UG Ng`''•'�`'vl .•r •♦ • REQUIREMENT "2X ARE 1-1/Z%THICK OR GREATEM INSTALLATION TO.THE SUBSTRATE OF EIco:UI11aC0n9I 155 ksl 177.ksi _ I40.58705 WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY ! AUTHORITY HAVING'JURISDICTION. 114" il+DeWalt UltmCo 148 ksi' 164 kei INSTALLATION 1 410 SS Elco/Dewalt CreteFlex® 127.4 ksl 189.7 ksl TYPE 1�DISFTANCE •TY..ANCHOR TYPE,EMBEDMENT 3:FOR ATTACHMENTTO METAL:THESTRUCTURAL MEMBER SHALL BE OFA S¢E "61163-TS AluminLim 22 ksi �TJ -�Q� AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.. A38 Steel 58 ksl O; ST TE' F ;'•!V�` SUBSTRATE,SEE TABLE 9,.THIS SHEET Gr,.33 Steel 45 ksl �C� '••F�ORIOA,a' �� VERTICAL SECTION D-D 4.IFAPPLICABLELION NOA LIES TOWH GNPREESSUREFROM EITHER WINDOW OR I, i�sS�O,NAL,��O��. r1r1 L11 IIII A LYNN MILLER,RE RE.e5B705 i i i I FIN FRAMES ARE ONLY.a BE USED TYP.ANCHORTYPE, 2XwoDDBucKSTRIP INSTALLATION WITH TYFEst4(PVB EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE J INTERLAYER),NOT TO BE INSTALLATION USED WITH. TYPE K DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET EDGE GLASS TYPES 6-8,;(S6.INTERLAYER): SEE TABLE,O;THIS SHEET DISTANCE 114"MAX EDGE SHIM EDGE DISTANCE --►1 INSTALLATION DISTANCE a TYPE I 2X WOOD BUCKSTRIP 2X V4000 BUCKSTRIP a OR FRAMING..SEE OR FRAMING,SEE PRODUCT REVISED NOTE 2;THIS SHEET. NOTE 2,THIS SHEET as complyln with tha Florida .Bullding Coda TYRANCHORTYPE,6ABEDMENTAND NOA-No. 20.0401.10 1/q•MAX EDGE DISTANCE PER SUBSTRATE, Ex Irallon Dato• 2/1 912024 3 SHIM B SEE TABLE 10.THIS SHEEP EMBEDMENT ,By,, YIGGfG! �Min m Dada Produc"olatrol 12 USEDFORALL 3 EMBEDMENT SIDES OF t7 NO CHANGES THIS SHEET. B ARCHITECTURAL 1 EXTERIOR SHAPES @,11-7/8" 29 O.C.MAX I :s JR-03111I20 EXTERIOR 4 " WINDOW INSTALLATION ��_ VISIBLELIGHTWIDTH= 6 ai- :g. �.LU 6 BUCK WI NDOWSUCKWIDTH-2-314" ;'a _�' •noe HEIGHT TYPE L I EXTERIOR WINDOW BUCK WIDTH I 0: `v' O .- C� S"X HORIZONTAL SECTION&E. N "� 0 N 0 VISIBLE _ °'j .w -- I; LIGHT 9 -O.LL m "Z' '9' in HEIGHTS T:W:yp "_j 2. WINDOW STEEL SELF-DRILLING , V U.d OP BUCK NIS(G5).SEE TABLE TABLE•10: Z',-T �' '0N• Ca HEIGHT- 10.THIS SHEEP Mtn.Edge, Max.O.C. '0:�!^ •0� 0410 2.314' Anchor Substrate rn ,� Z o, Dlstencell Spacing C3 Z 'O' 2-1/2"x..113"Box Nail Southern Pine SG=0.55) 16" 1. 5" 1¢- U. MRATE ADEAPPRMINUM,VED STEEL (SEE 2-1/2"x.131"Common Nall SOuthem Plne(SG=0.55) 318" 1 J O SEPER R S NOA),ALUMINUM,STEEL FRAMING J m OR STEEL STUD.SEE SUBSTRATE 2-1/2"x.145'RooOng Nail SOuthem Plne(SG=0.55) 3/8" I -5" F PROPERTIES,TABLE 10,THIS SHEET Soulhem Pine(SG=0.55) 1/2' 1 .5" l<. Ioage #10.x-1'SteelScreye 0.093'Muminum,6063-T5min: 5/1G'- 1. 5"- a Z Z.. 1116"A36`Steel 5116" 1 S,— 2. Z, 21 .0.048':18 Ge Steel Stud,.Gr.i 5/16" 1 U. p O' ¢ 8 OR FRAMING SEE2X WOOD •MIN.OF 3 THREADS BEYOND THE METAL:SUBSTRATE. i F 'K J I°° NOTE 2.THIS SHEET + {qc Z ¢ Q �1/4"MAX SHIM I . Z W N LU Z S' INSTALLATION NOTES' ; LL ILL .a111 'as°0 s°N°5 INSTALLATION 1;USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW TYPE Q EMBEDMENT AND EDGE DISTANCE LIMITS.. EDGE DISTANCE Mawal .I .Min.'Fy. Mn,F°I 2..FOR'ATTACHMENT TO METAL,THE STRUCTURAL MEMBER SHALL. 51eal Screw r e2 ksi. 120 ksi' `�•'• 6tC��Sc' �� BE.OFA SIZEND PROVIDE FULL SUPPORTTO,THE,WINDOW FRAME. 8083-T5 AIOMnum 16 ksi 22 kd .. TYP.ANCHOR TYPE,EMBEDMENT 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A36 Steel 1 38 ksi 58 kal _ yr. No.58705 �— EMBEDMENT AND ND EDGE DISTANCE PER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM: Gr:33 Steel SLidi 33 W 46 W _ �- SUBSTRATE;SEE TABLE 10,THIS SHEET , �STA TE,r1� VERTICAL SECTION F-F ' ^ 4c,, S "s'ONAL V%0"' i 1 A LYNN MILLER,P.E. �. REN 58705 i i EDGE DISTANCE TYP,ANCHORTYPE, FIN FRAMES ARE ONLY TO BE USED I 2X WOOD 13UCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 1.4(PVB OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION I EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET CLASS TYPES 6.5,(SG INTERLAYER), -TYPE N INSTALLATION rnlseDMENr 1 TYPEM O r4•MAXSHIM �'I'•• EMBEDMENT - O 1X WOOD SUCKSTRIP,SEE PRODUCT REVISED III 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET "I,� as complifng with the Florida ORFRAMING,SEE `` Building Coda NOTE 2,THIS SHEEP I.'y• NOA-No. 20-0407.10 �1/4"MAX TYP.ANCHOR TYPE,EMSEDMENTAND .• Ex Imtlon Onto* 21192024 3 SHIM EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 11,THIS SHEET .�.•�•. "•., BY �� 61fam�Dade Producfeo trol 12 USED FOR ALL �• SIDES OF E)REVISED ANCHOR TYPE B ARCHITECTURAL EDGE 3 ..',•:'v,".• c TABLE,UPDATED MATERIAL EXTERIOR SHAPES @ 11-7/8' DISTANCE O EDGE PROP.TABLE 28 O.C.SAAx, .j! DISTANCE JR-03111120 WINDOW INSTALLATION 4 71 CONCREfE/CMU LU m LU BUCK TYPE O PERANCHOR > a HEIGHT EXTERIOR 1f4" VISIBLE LIGHT WIDTH 6 REQUIREMENT WINDOW BUCK WIDTH-2-314" - V' O .- SMH AX WINDOWBUCKWIDTH EXTERIOR >-N -iW 0 N VISIBLE HORIZONTAL SECTION G-G °� o LU LIGHT 9 ' z LL coo � "no ❑ HEIGHT= STEEL SELF-DRILLING TABLE II: (.3U LU a 0 WINDOW SMS(G5),SEETABLE Min.Edge Max O.C. Anchor Substrata Min.Embedment UJ-ca BUCK 71,THIS SHEET DislOnce Spacing F-Z ;r 2,10 HEIGHT- Southern Pine SG=0.55) 9116" 1.318" 4.9" 0 23/4" N72 or il14 410 SS Screw Aluminum 6063 T5 m 318" 0.063"• 4.9" o Z v� U A36 Steel .31B" 0.06T• 4.9" )-- LL MIRATENDEAPPUMINU MULLION(SEE Steal Stud Gr.33 Mn. 3l8" 0.046(18 Get' 4.9" O SEPER R S NOA),ALUMINUM,STEEL FRAMING Soulham Pine(SG=0.55) 9116" 1.318" 4.9" ¢ O7 OR STEEL STUD.SEE SUBSTRATE Aluminum,6o63-T5 min. &B" 0,063"• 4.9" PROPERTIES.TABLE 11,THLS SHEET 912 ar1H4 Sled Screw(G5) F- Is�ys A38 Steel 318" 0.063"• 4.8" Steel Stud,Gr.33 min. 318" 0.045"18 GO)• 4.9" 21 114"410 SS CmteFlex Ungrouled CMU,(ASTM G90) 2-112" 1.114" 9' Concrete(min.3.35 ksi) 1" 1.314' 91 O O 6 Concrete(Mn.2.85 ksl) 1" 1-314'• 9" ~ra S 'io'g 114•Ste.]Ullracon Concrete(min.2.85 ksi) 2-112" 1.31B" 9" L S ; 40 5 Ungrouled CMU,ASTM G90) 2-1/2" 1.114" 9• Fn SS z r-114•MAX SHIM I O Z t- -1L 1/4"Slaef Ultnman+ ouled Ca .(A 3 M 1" 1.1/4" 4.9' 1 m LL11�� 55 roofed CMU,(ASTM G90 1" 1.114" 4.9" � X Z me.Steel Uarecan Concrete(min.3.5 ksi) 1 1-114" i 1.314" 9• .0 D. INSTALLATION GmuledCMU,(ASTMC-9o) 2-v2 1.3r4" 9 FEE. -.55ps 1X WOOD SUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE I I I i r r r I r 1 TYPE N SEE NOTE 2,THIS SHEEP AY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. -(- - INSTALLATION NOTES: �'�.• 1.1c G6.••.��• i 7 .•"r' Material Min.F Min.F„ Q-;'• •Cn EMBEDMENT �:••Q,' ' a•• 1.USE ONLYANCHORS LISTED ONTHIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. r - •.� • Steel Screw I 92 ksl 120 ksi • 2.WOOD BUCKS DEPICTED ON THIS BHEET AS"7X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 410 Screw 90 ksi '110 ksi '• 1.1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNITCAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. Elco UltraCon® I 155 ksi 177 ksl' CONCRETEICMU WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF .�1�,`(ZQ •�� PER ANCHOR EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 114"DeWelt UltraCon+® 148 ksl ,164 ksl' �l7�•,• STATE. F ,•4�; REQUIREMENT DISTANCE 410 SS Elco/Dewalt CreteFlexO 127.4 ksi 189.7 ksi % •.'�LORIDA,. �_�� 3.FOR ATTACHMENT TO THE WINDOW FRAME.E STRUCTURAL MEMBER SHALL BE OFA SIZETO PROVIDE FULL 6063-T5 Aluminum 1 16 ksl 22 ksiSUPP �Ss�p• •��,�?��� VERTICAL SECTION H-H . A36 steal 36 ksi 68 ksl ,, IVAL 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO Gr.33 Steel Stud 33 ksi 45 ksi uiilni111r WHOLE SYSTEM, A LYNN MILLER P.E. I P,E0507as I I ,j TABLE 2t I Item PGT Part# Description Material z.7e4 z:7B4^ I z.7ea^# -os4•,—`III—• 094^ I1��I .094• — 1 4253C Flanged Frame Alum:6063-T5 I I p ..074•.. .062• .07A' ..,062' ;074'- - .082' 2 4285 Etauat•1egFiame Alum 6063-TS 3 4255 Integral Fin Frame Alum.6063-T5 1.875* 43s• soo .438': - 500• 438- 4 4255 7l16"Lama:Glass'Beading AIut11::6063-T5 I i.o0°^ I{ 5 4254 I.G.Glass Beading +, .500^ - +—..o5o^m0� T-��.oso^i0'0C ` :am PRODUCT REVISED Alum.6063 TS 1 125" ��,OSD as cem lyyingg with tho Flodda ,077^ aelldi.8 Cado 6a 4270 Installetllxl.FastenColer Alum.,6063 T5 aO FLANGE FRAME 2OEQUAL{EG FRAME NOA-Na. 20-040'1:10 6b 4224 Installation FastenerColer Rigid PVC �' OFINFRAME Ex imtbnbato• 2192024 8 4267 7/16'Laml.Glass Beading for Curses Alum.6063-T5 By; 9 4269 LG.Beading for Cunes Alum:.6063T5 '�� �~ .346" i:037„ e7> 970• :e7 I �6v Mla -m adeProduc. o'trol. 10 70589C Gasket(at go'comer joints) Polyethylene. 875" 878 E)ADDED BACKBEDDING: 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC;Dwo.65+/=1 12 .61308K Foam Beading Tape. � ostr T—h—..050^ aso° .s JR-03111120' 13 Dow 791,899;983,995or GE7700 Backbeddtng Silicone 7/ts•U1M1 t-11ts"LG GLASS INSTALLATION 1 7116•tAMI IGI:GLASS' a 20 71652K Setting 8lock,,Mono,3/16"x,7f16''x.4" N O GLASS BEADING, -.BEADING Ba .FASTENER COVER O FGLASS ORCUVEBEADING O_FOR CURVES eoprene,DUfO:'85+/-1 FORCURVES FOR-0URVES 21 71704AK Setting Black,LG:3116"x 1-3/32"x 4" Neoprene;Duro:85+1-1 i SO .� W, 29 76X114FP 1i6 x:1-1/4"FH SMS.(Qurved Beading) Stainless Steel Hor-MELT i µl SILICONE BUTYI. ALUMINUM' POLYISOBUTYLENE DESICCANT FILL > a 30 781PQX #8 x r Quad PH SMS(Assembly) Stalniess Steel REINFORCEMENT STRUCTURAL.. . SEAL 51W1,10M:. Q- 5116`NOM: 75 Komm erling Kadispace.4SG TIPS POLYISO- 1/4'NOM, 3116•NOM: .SILICONE a rn 76 Quanex-Super Spacer nXi• See this Sheet for Bl1TYLE ICWITH STRUCTURAL BUTYL*INT.-GLASS Ski 9 N '1D° C,1 . DESICCANT- .SILICONE DESICCANROLL-FORMED, O-�• �N. 77 Quanex Duraseal Spacer Materials FOAM WITH . FOASTAINLESS STEEL. o w. 78 Cardinal&Edge Spacer Exl-GLASS DESICCnNr EXT.GLASSE Z'LL �.�"°`° � EXT.GLASS EXT.GLASS S LU w _. I WT.GLASS- U.0 6. d. INT.GLASS - .NT.GLASS - t--Z.� j 'aN lu .75 45G KODITPSCE SUPE 76 N%T T.R SPACER® OSPACER o ' 79 SPACER'T0.1 o.� r Z Z'SO ,-Z �, tr. LL ASSEMBLY'DETAILS FOR' g .0 Oo ASSEMBLY'DETAILS' . .- FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES i F ¢` I to V) z 1 0 N, O. C. tl� I iC: -ANGLEDICURVED ANGLEDICURVED Zo p = Z FRAMEASSEMBLY' FRAME ASSEMBLY I 90'CORNER 90'CORNER. FRAME ASSEMBLY j FRAMEASSEMBLY, I �' 0 j .0 � .� A 1. •.j LL m d 10 OEQUAL-LIEGFRAMF �. 10 1 ALL CORNERS ALLCORNERSTO.USE GASKET USE GASKET `0, p�1Y1YNAIAND/ORSEALA / AND/ORSEALANT'IEXTERIOR 2}'- NEQUAL--LEG FRAMETERIORFRAMEca EXTERIORT r7E MITERED FRAME WITH INTERIOR EXTERIOR .MITEREDFRAME WITH INTERIOR 'n AND EXTERIOR FRAME WELDS . 1 AND.EXTERIOR FRAME WELDS <igL"- 1O7^1DA,.•' FLANGE FRAME .SjSHOWN)OR CORNER KEY AT .SCREW BOSSES.BEALANT TALL CORNERS. a SCREW BOS ES.SEALANTATALL CORNERS: AL.,��G 30 JUnL lilllltttt�� O 30 l A LYP.eaNN M17iLLER,P,E. ee7as t I