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HomeMy WebLinkAboutNOA 17-0614.11 (1) M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17,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# 16-0629.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. M4DDE CO UNTY J NOA No. 17-0614.11 IAM ,AD Expiration Date: February 19,2019 Approval Date: October 12,2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous 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 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 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under 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 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014) and FBC-61"Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "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 I1 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. Jorge M. Plasencia,P.E. Pr uct Control Unit Supervisor Pzrzuct NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820"Aluminum Fixed Window—L.M.L" approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-3 GENERAL NOTES: SERIES 720/820 IMPACT-RESISTANT PRODUCT REVISED FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING absuil comding Codeplying with the Florida VARIES, RATED FOR LARGE&SMALL NOA-No. 17-0614.11 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE - Expiration D e 02/19/2019 HIGH VELOCITY HURRICANE ZONE(HVHZ). 48"TIP-TO-TIP WIDTH 47"BUCK WIDTH 48"BUCK WIDTH Ir--- 48"BUCK WIDTH 6y 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS Miami- de Product control REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE _ 44-1/4"VISkBLE 45-114"VISIBLE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH 45-�1/4"VISIBLE �I LIGHT WIDTH LIGHT WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY `I 6"MAX. � 6"MAX F,SHEET 8 -'� 2"MAX. MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B,SHEET6 D,SHEET 7 _ H.SHEET 9 USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER I f ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED A I A 95" C C E,SHEET 8. .E,SHEET 8 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G,SHEET 9 G, HEET9 INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X HEIGHT 96" JR-O6/06/17-UPDATED ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL —' — _ ( _ BUCK i - 3 ANCHORAGE TO FBC 2017. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. ( t r - HEIGHT �(' N WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSfBILf7Y 12"MAX 92-1/4" JJ» 93-1/4" OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). ISIBLE 12" CAX / 93-1/4" / VISIBLE O.C. VISIBLE LIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT 96 / LIGHT HEIGHT DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. / HEIGHT 96^ NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO I BUCK lyt z co � L) FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 71P I 5"MAX• I HEIGHT > CV .Aaa SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT O C. CC w O INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE G1 w C) OF THESE INSTRUCTIONS. N z w a7op C) CO 6)MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE M THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE T� I - - - - - O -I b a w Z Re OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST J L-►-g 12"MAX.O.C, J L-� Z LL w I x J ummp-.e'� I"�-- 6" D-�-� I-+- 12"MAX.O.C. F,SHEET 8 _ BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6`MAX. SHEET 6 MAX. SHEET 7 2"MAX. H,SHEET 9 U LL O p w THE WINDOW. ►►►------��� 5"MAX.O.C. W Z of 2 a ON 7)DESIGN PRESSURES: TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION o w ^ LD 0 z 903 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNITS o > - o p D PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. r Z U 5D Q LL B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, Q J O STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS FIGURE 1: - J W PER ASTM E1300. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE 1N A BLOCK Q C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. rn 7aavS GENERAL NOTES........................ 1 ® r+ ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME rn Z B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS........................._....- 1 MEMBERS,SEE FIGURE 1,THIS SHEET. # W (J) GLAZING DETAILS....................... 2-5 I. RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN = H- PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES.................. 2-5 12"O.C. F- O O INSTALLATION,FLANGE............. 6 MAX, / �` WIOTH -`{ F^-' WIDTH --�{ �-WIDTH---� I-"- WIDTH -r{ q O Z 51DDS THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS r - - - - - S�' < z J USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,EQUAL-LEG...._.7 �' 0_ _-J'� C-)Jl O d o 000ME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION,INT.FIN A..........8 1 )"�L � N NTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLA7(ON, INT.FIN g...........9 I Q WCORNER ASSEMBLY.............._...10c000RROSION RESISTANCE. w X WEXTRUSION PROFILES................11 11LL (PARTS LIST........... MAX. 1 1 a1711osaU saya5 9)REFERENCES:TEST REPORTS r fL-3835,3$50&7212;ELCO ---- .--..11 ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE I: �- WIDTH WIDTH ­{ I-"- WIDTH I+ WIDTH +{ \\\- F1-1116" sneer T — — — — — — — — F ,. (p1( L_Yy 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 SERIES Description �� .�`�•,.• USES AN SG INTERLAYER.THE 720 AND 820 SERIES MAYALSO BE # _G CDyG \-(CREFERRED AS THE 701 SERIES. 116"Art-A90"PVB-3/16"HS) 2 % %/ �'116"HS-.090"PVfl-3/18" HS) 3 = = s = _*. : NO. 58705CODES/STANDARDS USED: IG(3116"T-7116"Air-3/16"An-.090"PVB-3l16"HS) 2 J - - Js2017 FLORIOA BUILDING CODE(FBC),6TH EDITION IG(3/16"T-7/16"Alr•306"HS-.090"PVB-3/16"HS) 3 :-0 5 7/16"Lami 3116"An•.090"SG•3/T6"An) 4 WIDTH —"-{ �- WIDTH �{ WIDTH -�{ q .' e2014 FLORIDA BUILDING CODE(FBC),6TH EDITION _ Imo- WIDTH -r{ �� 1, 4 " •ASTM E130Q-09 6 7/16'Lami 3116"HS-.090"SG-3116"HS) 5 T — — T I — — — T r — T�' — — — ;0 `•- E OP (V •ANSIlAF&PA NDS-2015 FOR WOOD CONSTRUCTION 7 1-1/16"Lami. JIG(3/16"T-7/16"Air•3/16"An-.090"SG-3N6"An) 4 _ _ / = j I I i�i'�Ss F10R1D � �� 8 1-1/16"Lami. IG 3/16"T-7/16"Air•3/1THS-.090"SG-3116"HS 5 •ALUMINUM DESIGN MANUAL,ADM-2015 ( ) C9 w �� w T w Y/ , o ZONAL \ •AISI S100-12 'SG"="KURARAY SENTRYGL�AS INTERLAYER"BY KURARAY AMERICA,INC, 3 z ( = = / \ •AISC 360-10 "PVB"="KURARAY TROSIFOL PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 A.LYNN MILLER,P.E. .L P.E.#58705 PRODUCT REVISED TABLE 2: - as complying with the Florida Window Design Pressure(+/-,psf)for Glass Type 7 Building Code NOA-No. 17-0614.11 Lang Side(n} 7116"LAMINATED 67-7f8 72 76 80 84 88 92 96 1W M104 109-V2 -►'{ Expiration Date 02/19/2019 GLASS STACK 30 +/-80 +1-80 +1-80 +1_g0 +180 +/84 +?-80 +1-80 +1-80 +1-80 +1-80 By 32 +t 30 +180 +l-60 +/80 +180 +!_80 +1-80 +1-80 +1-80 +'-80 +1-80 .090"PVB WTERLAYER Miami-D a Product Control 34 I80 +1-80 +1-80 +f80 +f_80 +f-80 +r_80 +f-80 +1-79.6 +/-79.4 36 +1-80 +I80 +1-80 +i-80 +f80 +?_80 +1.79.7 +-772 +)-75.1 +/J3.4 +f-72.2 3/1 fi"HEAT STRENGTHENED GLASS +1_ +1-70.3 +1-68,5 +l- 3H6"ANNEALED GLASS 38 +1-80 +lSG +f-84 +1-80 +I80 +I-78.1 +f-75.2 725 66.3 40 +1-80 +/80 +1-80 +?_79.8 +/_77.2 +�-743 +.+_77.3 +?-67.9 +t85.1 +l$3.4 +1$1.6 4 11 42 +/80 +(80 +;_gp +1-77.4 +f-74.3 +1-71.3 +t-68.2 +I-64.7 +t$f.6 +1-59.8 +f-58.2 44 +I80 +180 +f-78.9 +i-75.4 +7-72.i +f-68.Q +1-65.6 +/-622 +f59.7 +/-57.5 USED AT CURVED 46 +1-80 +1-80 +f-77-2 +1-73.6 +?-66.8 +1-63.5 +1-60.3 +(57 LONG SIDE ,7 FRAME MEMBERS ONLY 29 5/8" II_ 48 +/-80 +/-79-3 +1-75.6 +r'-719 +/-68.3 +1-64.9 +1-61.5 +1-58.2 @ 11-7/8"O,C.MAX. GLASS BITE - 5D +1-80 +1-77.5 +L74.1 +1-703 +f86.7 +1831 +/.59.7 s 52 +1-791 +1-75.6 +1-72.4 +t-68.8 +I-65.1 +1-6t5 1�flORII SHORT �� � � +t-774 +.!-73.8 +1-70.5 +f$7,3 +183.5 EXTE SIDE �� NO CHANGES THIS SHEET. 56 +/-758 +1-72 +1-6&6 +1-65.3 20 13 58 +(. 44.2 +r-70.3 +1-66.8 c m 60 +J-727 +i-68.7 +1155 62 +1-71.2 I +r-13T1 GLASS TYPE 1 64 +/-69.7 +?-65.5 LONG SIDE -� 66 +1-683 67-718 +f-67 } ti Y O SHORT W ? nay SIDE > w Q� w �r C r o �� � o } >> al°Q O N 00 O C\ Z N O OfO TABLE DIMENSIONS MAY BE OJ c'� it W -' ORIENTED VERTICALLY OR O ti ° = J -7 Q TABLE 3: HORIZONTALLY AS SHOWN. S cg W Window Design Pressure(+f-,psf)for Glass Type 3 ULjj { DI 0 j o o o Lang Side(in) ~ ON 67-718 72 76 80 84 1 88 1 92 96 1 100 A}4 109-112 O W r E GLASS STACK �-I If 7116"LAMINATED // L. > > Z 30 +f-80 +1-80 +1-80 +1-80 4 +1-80 +/-80 +1-80 +/_80 +!-80 +f-80 +/-80 /�/ O +I80 +i-80 +1-80 +1-80 +l$4 +f80 +;-&Yi +(80 +/-80 +1-80 +1-80 GLASS STACK Z m p O CO 32 3/16"HEAT Q W O 34 +/80 +1-80 +I80 +(_g0 +t80 +1-80 +?-C� +(-80 H80 +?-80 +/.g0 STRENGTHENED GLASS J 36 +1-80 +J-80 +1-80 +1-80 +J$0 +f-80 +/-80 +/-80 +1-80 +1-80 +/-80 3/16"TEMPERED GLASS .� Q N 38 +180 +1-80 +f-80 +/-80 +1-80 +?-80 +1.80 +f.80 +/-79A +)-76.4 +/-74.3 3/16"ANNEALED GLASS Fa- F- 40 +f-80 +/-80 +/80 +1-$G +?E0 +/-80 +/-80 +1.767 +/-73.5 +1-70.9 +1-69 7/16"AIRSPACE SHORT m rn W )aa45 .090"PVB ® N 42 +1-80 +I80 +(-80 +1-80 +l80 +i80 +)_77 +t_731 +1$9.6 +f-66.9 +1-�2 11 INTERLAYER SIDE m Z 44 +180 +/-80 +t-80 +180 +I80 +1-77.8 +1-74.1 +1-70.3 +f$7.5 +t83.9 rp F- 46 +1-80 +}_g0 +?-80 +(-80 +/-79.2 +1-75.$ +/-71.7 +1$8.1 +1$5.1 5 - ft LU Z � 4$ +1-$0 +180 +i-80 +/-80 +/-77.2 +1-73.3 +1-69,5 +1-65.8 USED AT CURVED ¢ O 0.' eI°OS co 50 +(-80 +?80 +1-80 +f-79A +1-75.3 +1-71.3 +1-67.5 FRAME MEMBERS ONLY 29 SS °- Z D- s 52 +1-80 +1$0 +1-80 +'-77.7 +JJ3.5 +/$9.5 @ 14-7/8"O.C.MAX. GLASS BITE LONG o m 54 +/-80 +1-80 +I-79.6 +1-76 +1-71.8 1-3 56 +1-80 +/-80 +1-775 +/-73B �� SIDE U W �� 58 +f-80 +t-79A +1-75.4 EXTERIOR X W 0.0- 60 +l-8G +,-R.6 +1-73.5 a W O 62 +t80 +i-75.8 75-18 21 13 aR!1 'asaQ sailag 66 +/_-772 +f-74 GLASS TYPE 3 SHORT LYlV1v 67-718 +1.-74,9 SIDE �� ��•' IGEN No. 58705 0, S A E O (U�: NOTES: f S® \\ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �/1NAL i n 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, P.E.#58705 PRODUCT REVISED as complying with the Florida TABLE 4: Building Code NOA-No. 17-0614.11 Window Design Pressure(+/-,psfl for Glass Types 2&4 Expiration Date 02/19/2019 Long Side(in) 67-7f8 72 76 80 84 88 92 96 100 104 109-112 112 116 120 124 128 132 136 140 144 By w- 30 +1.80 +f-Bo +f-80 +/-80 +1-80 +1-80 +1-80 +1-80 +i-80 +1-80 +l-80 +1-80 +1-80 +/.80 +1$0 +i-80 +1-80 +1-80 +1-80 +/-80 Miami-Da roduct Control 32 +7-80 +1-80 +1-80 +/-80 +1-80 +I-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +t-80 +f-80 +!-W +/-80 +1.80 +/-80 34 *I-80 +1-80 +l-80 +/-80 +)-80 +1-80 +1-80 +080 +1-80 +l-80 +1.80 +/-$0 +1-80 +7$0 +I-80 +/� +1_80 36 +1-80 +1-80 +1-80 +1-80 +1-80 +t_80 +1-80 +/-80 +/-80 +-80 +f-80 +).80 +1-80 +1-80 +/-80 +I-80 38 +f-80 +1.80 +;-80 +/-80 +1-80 +/-80 +i-80 +1-80 +1-80 +/-80 +1-80 +/-80 +l-80 +1-80 40 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +l-80 +i-80 *1-80 +1-80 +1$0 42 +1-80 +t-80 +/-80 *1-80 +F80 +1-80 +/-60 +1-80 +1-80 +1-80 +IAO 44 +1-80 +1-80 +1.80 +1.80 +[-80 +1-80 +/-80 +1-80 +1-80 +'-80 -�'� 46 +1-80 +1-80 +1-80 +/-80 +1-80 +/.80 +Y-Bo +1-80 +1-80 48 +f-80 +i-80 +i-80 +f-80 +1-80 +/-80 +1-80 +/-80 10 50 +1-80 +1-80 +1-80 +1-80 +1.80 +1-80 +1-80 r 2 52 +/-80 +1-80 +f-80 *I4]10 +f-80 +/_79.1 NO CHANGES THIS m 54 +/-80 +1-80 +1-80 +l-80 +/-78.6 56 +1-80 58 +1-80 +1-80 +f-80 60 +tAO +1-80 +t-79.3 62 +1-80 +/-80 64 +/-80 +/-80 66 +/_80 67-718 +/-80 LU z `- ) .naa NOTES: W N 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, p F d- Q •- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. LO U O 3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Z a;°Q 0 W 0 w o O a v> Z .(g r O LL 1�I LMOlQ ❑ Lu W U Cc F- 'oN U x 1-1/16"NOM. 1 TABLE DIMENSIONS MAY BE o > �M0 GLASS STACK II �. I�� ORIENTED VERTICALLY OR o d' a Z 7/16"LAMINATED 7116"LAMINATED HORIZONTALLY AS SHOWN. Z S (0 LL GLASS STACK _ GLASS STACKLLI 3/16"HEAT STRENGTHENED GLASS LONG Q J U .090"PVB INTERLAYER 3/16"TEMPERED GLASS SIDE J Q 3/16"HEAT STRENGTHENED GLASS LONG SIDE Q ~ 3/16"HEAT �� 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE .090"PVB INTERLAYER OO z laayg ❑ In 4 11 11 SHORT r O W Z 5 SIDE y� USED AT CURVED SHORT _ G ❑ � alO'S USED AT CURVED I'r Z_ FRAME MEMBERS ONLY 29 5/8" FRAME MEMBERS ONLY 29 5!8" SIDE @ 11-718"O.C.MAX. GLASS BITE @ 11-7/8"O.C.MAX- GLASS BITE O Z 1-3 1-3 O W cn w � X W �d EXTERIOR EXTERIOR �-- LONG SIDE —►-{ li ❑ 20 13 a 75-78 21 13 al;iy asap sauaS GLASS TYPE 2 GLASS TYPE 4 SIDE SIDE SHORT LONG No. 58705 SHORT SIDE ' ®T••. ST E O (V\ i/o... L V-� ` A.LYNN MILLER,P.E. P.E.#587D5 TABLE5: PRODUCT REVISED as complying with the Florida Window Design Pressure{+/-,psf)for Glass Type 5 Building Code Lung Side(in) 7116"LAMINATED NOA-No. 17.0614.11 67-718 72 76 80 Sd 88 92 96 100 104 109-112 GLASS STACK Expiration Date 0 2/1 912 01 9 30 +901-125.4 +901-120 +90/-115.5 +99A11.5 +901-108-5 +901A06 +901.1045 +90/-103-5 +90/-102-5 +90,'-100.7 +9u.97.9 -- 32 +901- 116.9 +901d10.8 +901-105.3 +9N-101.6 +901-98.7 +901-95-7 +90(_923 +901-90-5 +901-90.3 +1-89.9 +1-89 .090"SG INTERLAYER By 34 +901-108.9 +50)-103 +g0/-98.8 +g01.95.1 +90r-91.8 +l-86.2 +1-84.4 +i-81.5 +I80,1 +1-79.8 +1-79.4 3/16"ANNEALED GLASS Miami-Da/ roduct Control 36 +90/-102.6 +90/.97.1 +901-928 +F-889 +/-85.5 +,'-82.6 +1-79.7 +r-772 +i-75.1 +(-734 +1.72-2 3/16"ANNEALED GLASS 38 +901-98.4 +90/-92.2 +1-86.7 +1-83.2 +r_80.7 +1.781 +1-75.2 +t-725 +1-70.3 +1-68.5 +1-66.3 40 +901-94.6 +1-88.2 +/-82.6 +/-79.8 +1-77.2 +i-743 +1-71.3 +1-67.9 +1.65-1 +/-63-4 +/-61.6 4 11 42 +90691.3 +/-84.7 +1-807 +1-7T4 +1-74.3 +(-71.3 +1-68.2 +1.547 +1-61,6 +1-59.8 +I-58.2 USED AT CURVED pp 44 +/.883 +182.4 +1-789 +l-75-4 +/_72-1 +1-68.9 +11-65.6 e1-622 +159.7 +1-57.5 FRAME MEMBERS ONLY 29 N 5/8" 46 +1-854 +1-80.8 +/..77.2 +1-73.6 +1-70-1 +Y-66.8 +1-63-5 +/-603 +1-57.7 11-7/8"O.C.MAX. 48 +1-827 +1-79.3 +/.75.6 +1_71-9 +/_58.3 +/-645 +1-61.5 +(_582 @ GLASS BITE -.-- LONG SIDE 50 +1-809 +r-77.5 +1-74-1 +1-70.3 +i-663 +r93.i +1-59.7 1.2 e 52 +/-79.1 +/-75-6 +1-72.4 +;-68-8 +/-65A +/-61.5 54 +l-T7.4 +/.73.8 +1-70.5 +1-6T3 +/-63.5 EXTERIORSHORT NO CHANGES THIS SHEET. 56 +/-758 +1-72 +1-68.6 +t-65.3 20 13 SIDE �01 58 +1-74.2 +1-70.3 +/-66.8 0 60 +1-727 +/-58.7 +t-65 GLASS TYPE 5 62 +1-712 +1-67.1 64 +!-69.7 +1-65.5 66 +1-68.3 -�-- LONG SIDE 67-7/8 +1-67 cM Y U SHORTF_ ? P Cf) .+aa SIDE m :4w ° T 7°0 cv TABLE DIMENSIONS MAY BE U in C o') 0 LU TABLE 6: ORIENTED VERTICALLY OR O n i Z °Mo 0 HORIZONTALLY AS SHOWN. W Window Design Pressure(+f-,psf)for Glass Type 7 = u U U o 0 0_ Long Side(in) W LU IN a 92 - /16"NOM. 0 67-7/8 72 76 80 p 30 +90/.130 +90/-130 +904130 +901-126 +901-122.6 +901-119.8 +90/-118.1 +90/-117 +901-115.8 +90/-112.7 +901-109.9 GLASS STACK 7116"LAMINATED 901-125,1 +90/-118,9 +9p/-14.8 + 01-111.5 +90/-tOB +g0/-104.3 +90/-102.4 +90/-102 +90/-101.4 +90/-9 .7 GLASS STACK+90/-130 7� F- W iL32 34 +90/-123.1 +901-116.4 +90/-111.7 +901-107.5 +9D/-103.8 +90199.7 +90/-95.3 +90/-92.1 +901-W5 +/-90 +/-89.6 36 +90/-110 +9W-109,8 +90/-104.8 +90/-100.5 +90/-96.6 +001-93.3 +/-90 +/_87.3 +/-84-9 +/-82.3 +/-81.2 3/16"TEMPERED GLASS 3/16"ANNEALED GLASS J m O 38 +90/-111.2 +90/-104.2 +90/-97.9 +901-94 +901-91.1 +;-88.2 +/-84.9 +/-81.9 +/-79.4 +/-76.4 +/-74.3 3/16"ANNEALED GLASS Q Q 40 +90/-108,9 +90-99.6 +901-93.4 +901-90.1 +/-87.2 +1-84 +/-80.5 +/-76.7 +/-73.5 +/-70.9 +/.69 7/16"AIR SPACE . . SHORT _ NU~j LU #as vs +/80.6 +/ 090"SG INTERLAYER 42 +901-95.7 +90491.2 +/$Zq +/-84 SIDE Z 0L 44 :90/-99.7 +90193.1 +/-89.1 +/-65.2 +1-81.4 +/-77.8 +/-74.t +/-70.3 +197.5 +1-63.9 11 a 46 +90/-96.5 +90/-91.3 +/-87.2 +/-83.2 +/-79.2 +/-75.4 +/-717 +/-58.1 +/-65.1 - U) ~ 0 48 +901-93.5 +/99.6 +/-85.4 +/-8'L2 +/JT2 +1-73.3 +/-69.5 +/95.8 5 � F Q LU Z 50 +90/91.4 +1-87.6 +1-83.7 +1-79.4 +/-75.3 +/-71.3 +/97.5 USED AT CURVED - ¢ W a FRAME MEMBERS ONLY 29Q- t 52 +/-89.4 +/-85.5 +/-81.8 +/-77.7 +/-73.5 +1.69.5 GLASS BITE w 54 +/-875 +/-83.4 +/-79.6 +/-76 +/-71.8 @ 11-7/8"O.C.MAX. LONG r z m 56 +/-85.6 +/-81.4 +l-77.5 +/-73.8 - 1-2 SIDE U W W 3� 58 +/-83.8 -T79.4 +/-75.4 X W LL LL 60 +/-82.1 +1-77.6 +1-73.5 - EXTERIOR if. O 62 +/-80.4 +1175.8 75a9 21 13 al7ll °sap sauag 64 +/-78.8 +/-74 ss +/-77.2 I GLASS TYPE 7 67-7/g +/-74.9 s SHORT \�. ,rOV LYtv/V .,. - I SIDE 1, 13EN '•,{� it * t• Na, 58705 * - -0 i q+ fi j rF 441 �i� ''•F70RiDP.•''• \��� NOTES: S 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ,77//ZONAL � 1��\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 1111111100N, 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS, A LYNN P.E.#5 P.E. 587058705 PRODUCT REVISED as complying with the Florida TABLE 7: Building Code Window Design Pressure(+/-,psfj for Glass Types 6&8 Now-No. 17-0614.11 Expiration Date 02/19/2019 Long Side(in) �- - 2 7fi 80 84 88 }00 104 9-}(2 112 6 l20 124 t28 By677/8 ! %-------- 40 30 +90/-130 +901-130 +90f-130 +90,'-}30 +90f-130 +901-130 +90f-130 +90/-130 +90/-130 +90J-130 +901-130 +901-130 +901.130 +90/-130 +9014130 +901-130 +901-130 +901-130 +901-130 +90l-130 Miami-Dad roduct Control 32 +9011?0 +90l-130 +90i-134 +901-130 +90'-130 +90/-130 +90f-130 +90/-130 +WI-130 +90)-130 +901-130 +90/-130 +90)1-130 +901-130 +90f-130 +90/_130 +901130 +901-130 +901-130 +90i-130 34 +90i-130 +901-130 +9&-130 +901-130 +901-130 +901-130 +90i-130 +901-130 +90f-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90f-130 +901-130 +901-130 g - 36 +90/-130 +901-130 +90i-130 +90l-130 +90/-130 +901-130 +901-130 +90i-130 +90/-130 +9N5 130 +907-130 +901-130 +901-130 +90L130 +901-130 +901-130 38 +901-130 +90/-130 +90I-130 +90/-130 +90/-130 +901-130 +SOl-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 I +90f-129.2 +901.12T3 40 +90f-130 +901-130 +907-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90'-126.8 +901-1232 +90/-122 42 +90/-130 +901.130 +901-130 +901-130 +901-130 +90f-130 +901-130 +90-129.3 +9tY-123.2 +9(Y-119.7 +90(-116.4 44 +901-130 +90/-130 +901-130 +901-130 +90,'-130 +90l-130 +90E-130 +90i-124.5 +90I-119.4 +901-115 46 +901-130 +901-130 +901-130 +90,'-130 +901-130 +901-130 +9L6-126.9 +90t-120.5 +90+-115.3 a 48 +90d-130 +90/-130 +90f-130 +90l-130 +901-130 +901-129-7 +90/-123 +99-116.5 50 +961-130 +90/-130 +907-13o +901-130 +901-130 +9a-1262 s 52 +901-130 +901-130 +90t-130 +901-130 +90/-130 +88.81-123 NO CHANGES THIS SHEET, N 54 +90t-130 +90/-130 +901-130 +901130 +88.8/-127.1 L 56 +901-130 +90/-130 +901-130 +89.41-129 ,-°, 58 +901-130 +901-130 +901-130 - 60 +901-130 +901-130 +89,.61-129, 62 +90/-130 +901-130 64 +90/-130 +90/-130 66 1 +90t-130 U 67-7/8 +90f-130 W ? co NOTES' > °' .Aaa 1)BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. w 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ u: w w O O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (}7 N a w a1°0 m 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 01 W F_W W ..,� O O J o ay z g r z EL r S um°�O ❑ U W O OO W J ❑ ON TABLE DIMENSIONS MAYBE o > ORIENTED VERTICALLY OR o n- a Q _ 1-1/16"NOM. HORIZONTALLY AS SHOWN. `- z o F- W LL 7/16"LAMINATED GLASS STACK J J O _ 7116"LAMINATED LONG GLASS STACK GLASS STACK SIDE Q ll 1116"HEAT STRENGTHENED GLASS LONG SIDE /,� 4 F A90"SG INTERLAYER 3/16"TEMPERED GLASS %/ °�' W LU 7aa45 3/16"HEAT 3/16"HEAT STRENGTHENED GLASS ® m Z 0C ❑ co ��STRENGTHENED GLASS 7/16"AIR SPACE .090"SG INTERLAYER SHORT � co Z 3/16"HEAT STRENGTHENED GLASS �� O 4 1} 11 SIDE SHORT < ❑ d a o° 5 1 —►{ SIDE I s USED AT CURVED O Z N N FRAME MEMBERS ONLY 29 5/8" USED AT CURVED 5/B" ❑ r 09 11-7/8"O.C.MAX. FRAME MEMBERS ONLY 29 w W °U GLASS BITE @ 11-7/8"O.C. MAX. GLASS BITE O X LU d 0_ 1.2 - 1-2 LONG SIDE LL ❑ aRa 1 0sa4 sauas EXTERIOR EXTERIOR 20 13 (t-I 75a8 21 t3 SHORT �/ / LIDS \`,�`��pNY...... P GLASS TYPE 6 V�J GLASS TYPE 8 �/ ��� 1 tCE uSF •!!�� No. 58705 SSIDET ,�®,�'.•• S'rI55)� .•���� SO I OVAL WN A.LYNN MILLER,P.E. P.E.#58705 PRODUCT REVISED as complying with the Florida 2X WOOD BUCKSTRIP Building Code EDGE OR FRAMING,SEE INSTALLATION INSTALLATION MBEDMENT NOA-No. 17-0614.11 E DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B �L Expiration Date 02/19/2019 INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, v By �.. — TYPE AW29 —� _ 1/4"MAX SEE NOTE 2,THIS SHEET g Miami=Dad P oduct Control EMBEDMENT SHIM TYP.ANCHOR TYPE, EMBEDMENT AND EDGE - EDGE DISTANCE PER SUBSTRATE, I DISTANCE EDGE a 6 SEE TABLE 8,THIS SHEET DISTANCE P L1/4"MAX SHIM 1 .ANCHOR TYPE,EDMENT AND EDGETANCE PER SUBSTRATE, NO CHANGES THIS SHEET. TABLE 8,THIS SHEETURVED EXTERIOREMBERS ONLY.C. MAX. 4 CONCRETE/CMU PER ANCHOR I � VISIBLE LIGHT WIDTH- 6 ° { REQUIREMENT r� WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH CONCRETE'CMU d co O WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR LU T N °aa BUCK EXTERIOR REQUIREMENT �. W I HEIGHT (YY�" 1/4"MAX.SHIM -�{ HORIZONTAL } `ja ev 0 I"I N TIP-TO-TIP C co Cf) CD WINDOW STEEL CD O _I o a m Z Rg n HEIGHT VISIBLE SELF-DRILLING SMS Z LC LLI � r� J umoic ❑ LIGHT (G5),SEE TABLE 8, TABLE 8: 2 LLI s-- -2 W HEIGHT= THIS SWEET Mirs.Edge Max O.C. r-) O p' 0 ❑ WINDOW ` Anchor Substrate Min. Embedmen€ Distance Spacing F z i aON BUCK P.T.Southern Pine(SG=0.5)) 9116" 1-318" 12" o W 9Ma O HEIGHT- Aluminum,6063-T5 min. 3/8" 0.063"* 12. n- a Z INSTALLATION #12 or#14 410 6S Screw o 2-3/4" A36 Steel 3/8" 0.063"* 12" r Z 0 LL METHOD D Steel Stud, Gr.33 min. 3/8" 0.045"(18 Ga)* 12" Q O INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 12" J m ! UNDERNEATH THE Aluminum,6063-T5 min. 318" 0963"* 12" z #12 or#14 Steel Screw(G5) Q O BEADING A36 Steel 316" 0.0631,* 12" ao I— EXTERIOR m to 1— 10a4s Steel Stud,Gr. 33 min. 318" 0.045" (18 Ga)" 12" © m Z [n7 Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" 12" U) MIAMI-DADE APPROVED MULLION 1/4"410 SS CreteFinx '�j Q z 21 Concrete(min. 3.35 ksi) 1" 1-3/4" 12" O F (SEE SEPERATE NOA),ALUMINUM, Concrete(min. 2.85 ksi) 1" 1-3/4" 12" ❑ U) a o° 6 - STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi 2-117 1-318" 12" < Z Z SEE SUBSTRATE PROPERTIES, 1/4"Steel Ultracon Ungrouted CMU, (ASTM G90) 2-112" iA/4" 12" O TABLE 8,THIS SHEET W o 0 5 Grouted CMU, (ASTM C-90) 2-11T 1-314" 12" ❑ C9 r;00 �1/4"MAX SHIM U W Q ?) 5/16"Steel Uitracon Concrete (min.3.5 ksi) 1-114" 1-3(4" 12" Grouted CMU, (ASTM G90) 2-012" 13/4" 12" LL a a LL LL *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. aIF1 °sap sauas SEE NOTE 2,THIS SHEET INSTALLATION NOTES: • CONCRETE PER 1. USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE `����.•' k,(GENSF �`(� EMBEDMENT " ; ". DISTANCE LIMITS. ANCHOR ' REQUIREMENT 2.WOOD SUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Material Min,Fy Min.F„ N0.58705 THICKNESS IS LESS THAN 1.1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE Steel Screw 92 ksi 120 ksi - ° INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-112" 410 Screw 90 ksi 110 ksi p, 1 �.- EDGE THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE Boo UltraCorM 155 ksi 177 ksi r/ INSTALLATION TYP.ANCHOR YPE,EMBEDMENT ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORI Y HAVING JURISDICTION. 410 Ss Elco CeteFle® 127.4 ksl 185.7 ksi ® ' ST TE �� \C(7�` DISTANCE AND EDGE DISTANCE PER - - TYPEB SUBSTRATE,SEE TABLE B,THIS SHEET3.FOR 6063-TS Aluminum 6ksi 22 ksi i ' .FCORIDP.•^ \c A36 Steel 36 ks! VERTICAL SECTION B-B PROVIDE FULLSUPPORT TO THE WINDOW FRAME. MEMBER SHALL BE OF A SIZE TO Gr.33 Sted Stud 33 ksi 45 ksi / 7r/11/ONAL 1/111111 t� \\ 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 PRODUCT REVISED as complying with the Florida 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION Building Code EDGE OR FRAMING,SEE TYPE G TYPE F NOA-No. 17-0614.11 DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X WOODBUCKSTRtP, Expiration Date 02/19/2019 h— EMBEDMENT- SEE NOTE 2,THIS SHEET By _,_,> INSTALLATION + 1/4"MAX IVI1ami-Da roductControl TYPE E � EMBEDMENT J — ~i � SHIM TY EDGE DISR T TANCE EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 9,THIS SHEET EDGE DISTANCE DISTANCE 114"MAX s 2 2 SHIM 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE - - 11 DISTANCE PER SUBSTRATE, 11 NO CHANGES THIS SHEET. SEE TABLE 9,THIS SHEET ° EXTERIOR o USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY °' •m " m @ 11-7/8"O.C.MAX. CONCRETE/CMU ,-�— � VISIBLE LIGHT WIDTH 5 " PER ANCHOR WINDOW BUCK WIDTH-2-314" REQUIREMENT WINDOW BUCK WIDTH WINDOW CPER ANCHOR U W z Y U -nab BUCK HORIZONTAL SECTION C-C REQUIREMENT � w � O _ HEIGHT 1/4"MAX.SHIM —►{ �+-- ❑ o cD o TABLE 9: N Z w aioU co STEEL Min.Edge Max O.C. 0 d' F u co � o0 SELF-DRILLING SMS Anchor Substrate Min. Embedment O co co U' rr Z S N VISIBLE (G5},SEE TABLE 9, Distance Spacing p d m r THIS SHEET P.T.Southern Pine(SG=0.55) 9116" 1-3/8" 12" Z LL E i LU omolp ❑ LIGHT Aluminum,6063-T5 min. 3/8" 0.063 ' 12" _ <- S c7 HEIGHT #i2 or#14410 SS Screw A36 Steel 318" 0.063"' 12" U (Wj o O ❑ WINDOW Steel Stud, Or. 33 min. 318" 0.045"(18 Ga)' 12" F Z � a 0M0 BUCK P.T. Southern Pine(SG=0.55) 9/16" 1.3/8" 12" O j S2 Z HEIGHT- Aluminum;6063-T5 min. 3!8" 0.063"' 12" d' a 23/4" INSTALLATION #12or#14 Steel Screw(G5) o z � 0- O r A36 Steel 318' 0.063"' 12" TYPE H Seel Stud, Or.33 min. 3/8" 0.045"(18 Ga)` 12' ¢ O EXTERIOR 1l4"410 SS GreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" _ r- Concrete(min.3.35 ksi) 1" 1-3/4" 12" Q Q Concrete(min.2.85 ksi) P' 1-3/4" 12" rn CO � 1aa4S Concrete(min.2.85 ksi) 2-1/2" 1-3/8" 12" ® Z Q N � M IAMi-DARE APPROVED MULLION 114"Steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" 12' �? (4 F- 21 (SEE SEPERATE NCA),ALUMINUM, Grouted CMU, ASTM C90) 2-1/2" 1-3/4" 12' h O Z Z B STEEL FRAMING OR STEEL STUD. Concrete(min.3,5 ksi) 1-1/4" 1314" 12" ¢ ❑ (9 moos 5/16" Steel Ultracon Z SEE SUBSTRATE PROPERTIES, Grouted CMU,(ASTM C.90 2-112" 1-314" 12" u_ W TABLE 9,THIS SHEET 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O J N N C) "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. K _ ~ 1/4"MAXSHIM w 3�3�: I O as INSTALLATION NOTES: alell rosa0 saua5 IX WOOD SUCKSTRIP, SEE NOTE 2,THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE \�x�n"I LYNly DISTANCE LIMITS. - - Material Min.Fy Min.Fu CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 hsi k' F EMBEDMENT • ANCHOR THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 410 screw 90 ksi licks; Q '� s REQUIREMENT INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2" Elco UltraCore@ 155 ksi 177 ksi _ No. 58705 " THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE - ' 410 SS Elco GreteFlex® 127.4 ksi 189.7 ksi " ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 6063-TSAluminum 16 ksi 22 ksi INSTALLATION EDGE A3ssteel 3sxei 58ksi I //4- :�41 TYPE F TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL 8E OF A SIZE 70 Or.33 Steel Stud 33 ksi 45 ksi (� ST TE F DISTANCE AND EDGE➢ISTANCE PER PROVIDE FULL SUPPORT TO THE WINDOW FRAME. i "� F P, SUBSTRATE,SEE TABLE 9,THIS SHEET \ VERTICAL SECTION D-D 4, IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA /j///0NAL F�,x - APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 PRODUCT REVISED as complying TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION Building Codewith the Florida EMBEDMENT AND EDGE EMBEDMENT OR NOTE F 2,THIS SHEET FRAMING,SEE TYPE J TYPE K NOA-No. 17-0614.11 DISTANCE PER SUBSTRATE,� EDGE _ Expiration Date- 2/19/2019 SEE TABLE 10,THIS SHEET DISTANCE 1/4"MAX EDGE n SHIM EDGE DISTANCE By INSTALLATION DISTANCE 2X WOOD BUCKSTRIP O Miami-Dad roduct Control TYPE I U OR FRAOMING SEE RIP OR FRAMING,SEE NOTE 2,THIS SHEET NOTE 2,THIS SHEET TYP.ANCHOR TYPE, EMBEDMENT AND 1/4"MAX EDGE DISTANCE PER SUBSTRATE, 3 SHIM & SEE TABLE 10,THIS SHEET 4 EMBEDMENT EMBEDMENT 11 3 NO CHANGES THIS SHEET. d a USED AT CURVED -IQ EXTERIOR 29 FRAME MEMBERS ONLY @ 11JIB"O.C.MAX. 11 EXTERIOR 4 t1 15 , VISIBLE LIGHT WIDTH= 5 UJ E co WINDOW Y U WINDOW BUCK WIDTH-2-3/4" "1 � `N on '^ab BUCK HEIGHT WINDOW BUCK WIDTH 0 o O 1/4"MAX.SHIM co CD } at04 Q N [if 00 HORIZONTAL SECTION E-E o M w N vlsleLE INSTALLATION O LL a F z a s 0 LIGHT TYPE L = LLf 2 LU 2 HEIGHT= WINDOW EDGE DISTANCE LUU CD .ON BUCK #10 STEEL TABLE 10: CD LU �< U' OMO HEIGHT- SELF-DRILLING SMS Anchor Substrate Min. Edge Max. O.C. a Z 1 2-3/4" (G5),SEE TABLE 10, Distance S Can k O O THIS SHEET 2-1/2"x .113"Box Nail P.T.Soutttem Pine(SG=0.55) 5/16" 5" ° LL Q O 2-1/2"x .131"Common Naii P.T.Southern Pine SG=0,55) 3/8" 5" _ J co 2.11T x .145" Roofing Nail P.F.Southern Pine SG=0.55 3/6" 5" P.T.Southern Pine(SG=0.55) 11T 5" � aaays 0.093"Aluminum,6063-T5 min. 5/19, 5" #10 x 1"Steei Screw(G5p " On z Q 1116 A36 Steel 5116, W to 21 0,045" 18 Ga Steel Stud, Gr. 33 5/16" 5" O Q Z _ 6 2X WOOD BUCKSTRIP EXTERIOR `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Q C J a19aS OR FRAMING,SEE �[ Z NOTE 2,THIS SHEET \/ O � N N 5 IT� �1/4"MAX SHIM MIAMI-DADS APPROVED MULLION INSTALLATION NOTES: U Ul Z (SEE SEPERATE NOA),ALUMINUM, X Z 0-0- STEEL FRAMING OR STEEL STUD. 1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT LL LL SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. apijasaQ sauag INSTALLATION TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE Material Min,Fy Min.F, ��� /77 TYPE J n TOTAL THICKNESS IS LESS THAN 1-tl2". 1X WOOD BUCKS ARE OPTIONAL Steel Screw 92 ksi 120 ksi .`��®�..."Y N� i EDGE DISTANCE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD 6063-T6 Aluminum 16ksi 22 ksl ` \, •, �tCEMSP !�P BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. INSTALLATION A36 Steel 36 ksi 1 58 ksi Q',• '-,tT� ' TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS Gr.33 Steel Stud 33 ksi 45 ksi�•� NO. 58705 TYP.ANCHOR TYPE,EMBEDMENT OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. - -- EMBEDMENT AND EDGE DISTANCE PER - rll�5h-77 SUBSTRATE,SEE TABLE 10,THIS SHEET 3. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BEOF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION F-F 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOWOR �(CS'•.FCGRIDP,.•"�\C\� MULLION NOA APPLIES TO WHOLE SYSTEM. �i / ` 7�//�oNAI-t�N�`\ A.LYNN MILLER,P.E. P.E.#58706 PRODUCT REVISED as complying with the Florida 2X WOOD BUCKSTRIP Building Code EDGE NOA-No. 17-0614.11 OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE N Expiration Date02/19/2019 EMBEDMENT By INSTALLATION 4"MAX Miami-Da roduct Control TYPE M C EMBEDMENT SHIM O 1X WOOD BUCKSTRIP,SEE 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET OR FRAMING,SEE NOTE 2,THIS SHEET �14'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, 4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I JR-06/06/17-UPDATED 11 SEE TABLE 11,THIS SHEET 3 .. ANCHORAGE TO FBC 2017. EDGE O USED AT CURVED DISTANCE EXTERIOR 29 FRAME MEMBERS ONLY EDGE @ 11-7/8"O.C.MAX. o DISTANCE ¢ �CRETE/CMU 11 - PER ANCHOR WINDOW REQUIREMENT q 11 CONCRETE/CMU llJ z co Y U PER ANCHOR > G N •nab REQUIREMENT _BUCK 1/4"MAX.SHIM I-.-- VISIBLE LIGHT WIDTH= 5 of co o HEIGHT WINDOW BUCK WIDTH-2-3/4" EXTERIOR r D a}e0 Q 1 WINDOW BUCK WIDTH O � ?rn o VISIBLE INSTALLATION HORIZONTAL SECTION G-G ° LL o 1� z xe t; TYPE O z c0 = _j U-a G o LIGHT 2 U , 0 2 W 2i HEIGHT= TABLE 11 U U o o WINDOW - CO Min, Edge Max.O.C. i a : IN BUCK STEEL Anchor Substrate Distance Min. Embedment Spacing o W � C9 `Puba HEIGHT- SELF-DRILLING SMS P.T. Southern Pine(SG=0.55) 9l16" 1-3/8" 3.P' p d' a Z 2-3/4" (G5),SEE TABLE 11, THIS SHEET #12 or#14 410 SS Screw Aluminum,6063-T5 min. 318" 0.063"" 3.7" r Z LL A36 Steel 3/8" 0.06Y* 3.7" Q O Steel Stud, Gr.33 min. 3/8" 0.045" 18 Ga ' 3.7" -1 01 2P.T.Southern Pine(SG=0.55) 9/16" 1-3/8•' 37' Q Aluminum,6063-T5 min. 3/8" 0.063"' 3.7" m laayg #12 or#14 Steel Screw(G5) ® N A36 Steel 318" 0.063"' 3.7" m Z ZO Steel Stud,Gr. 33 min. 3/8" 0.045' 18 Ga ' 3.7" 21 TYP.ANCHOR TYPE, EXTERIOR 1/4"410 SS CretaFlex Ungrouted CMU, (ASTM G90 2-1/2" 1-114" 6.7" F 00 Q Z 6 EMBEDMENT AND EDGE Concrete(min.3,35 ksi) 1" 1-3/4" 6.7" 4 z aio�g DISTANCE PER SUBSTRATE, Concrete(min. 2.85 ksi) V. 1-3/4' 6.7" p Z o 0 SEE TABLE 11,THIS SHEET Concrete(min. 2.85 ksi 2-1/7 1-3/8" 67' rn N N M,IAMI-DADE APPROVED MULLION 1/4"Steel Ultracon r`m 5 �114"MAX SHIM Ungrouted CMU, ASTM G90) 2-1{2" 1-1/4" 6,7" w LU Z (SEE SEPERATE NOA),ALUMINUM, Grouted CMU, ASTM C-90 2-V2" 1-3/4" 6.7" o X Z d STEEL FRAMING OR STEEL STUD. Concrete(min.3.5 ksi) 1-1/4" 1-3/4" 6.T SEE SUBSTRATE PROPERTIES, 5/16" Steel Ultracon Grouted CMU, ASTM C-90 2-1/2" 1-3/4" aLLl -asap sauag INSTALLATION TABLE 11,THIS SHEEP MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1X WOOD BUCKSTRIP, "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. \\1 111 TYPE N SEE NOTE 2,THIS SHEET INSTALLATION NOTES: ��.`®�lJ�N3F `���o� ` f EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. NO. 58705 Material Min.Fy Min.F„ -' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD Steel SnreW 92 ksi 120 ksitit BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS"2X'ARE 410 Screw 90 ksi 110 ksi • 11 _ � 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Elco UltraCar�@1 165 ksi 177 ksi `pQ 3 F Q(/�� EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. DISTANCE 410 SS Eico CreEeFlez® 127.4 ks1 189.7 ksi i F(ORta�;.•'•�®�� 6063-T5 Aluminum 16 ksi 22 ksi i 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE A36 Steel 36 ksi 56 ksi /// /1 AL WINDOW FRAME. Gr.33 Steel Stud 33 ksi 45 ksi xl 11 11 1 t 11\\\ VERTICAL SECTION H-H 4. IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58706 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 ByJ ...-_...-- Miami-mod Product Control NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL-LEG FRAMES FOR FIN FRAMES tt i w z Y U > N nay ANGLED/CURVED ANGLED/CURVED ❑ y w 0 o j FRAME ASSEMBLY FRAME ASSEMBLY } o aloQ Q N 00 90°CORNER 90'CORNER O 't z W U) K d FRAME ASSEMBLY I FRAME ASSEMBLY J M w ti O J O a y Z Fg Z U CD CD P J IIMOJQ ❑ a U w o o2 w 2i N 10 10 m F' w 6 - (D LE `JMa ALL CORNERS TO ALL CORNERS TO � i CD > �- USE GASKET USE GASKET Z z AND/OR SEALANT / AND/OR SEALANT Z O Q Q EQUAL-LEG FRAME Z 0 U) }ae9S FLANGE FRAME © N ? Z in i EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR 0 U) Z AND EXTERIOR FRAME WELDS f AND EXTERIOR FRAME WELDS ¢ ❑ aloas FLANGE FRAME (SHOWN)OR CORNER KEYS AT h (SHOWN)OR CORNER KEYS AT „• Z H., 30 SCREW BOSSES.SEALANT AT ALL CORNERS �It SCREW BOSSES.SEALANT A7 ALL CORNERS O W Q C W X O la-IL LL m apiy rosaQ sauas i � 1311`t LYIV/V LICENSE''•�!� *•: No. 58705 = - Ck I A.LYNN MILLER,P.E. P.E.#68705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 2.784' 2.784" 2.784" TABLE 12: P .094" ---►1 I-� .094" —►-I�� .094" -- I-�-� Expiration Date 02/19/2019 Item PGTPart# Description Material # .074" .062" F .074" .062" .074" .062" Miami-D a Product Control 1 4253C Flanged Frame Alum 6063-T5 1,375^ 1.375^ 2 4285 Equal-leg Frame Alum. 6063-T5 1.875 q g .438" � 500" .438" � .500" .438" 3 4256 Integral Fin Frame Alum. 6063-T5 t•Doo" {— T }� 9 500" �I-o— .050„xcaos" } --o.l'...— .050"'noes T --••��a— .050"xo.ass• 4 4255 7116" Lami. Glass Seeding Alum.6063-T5 1.125" �- 5 4254 I.G. Glass Beading Alum. 6063-T5 1 2 #4253C, 6063-T5 #4285, 6063-T5 FLANGE FRAME EQUAL-LEG FRAME 077" 6a 4270 Installation Fastener Cover Alum. 6063-T5 FIN FRAME 6b 4224 Installation Fastener Cover Rigid PVC 3 94256, 6063-T5 10 70589C Gasket (at 90' comer joints) Polyethylene NO CHANGES THIS SHEET. 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 970° h.— .346" o 13 Dow 791, 899 or GE 7700 Backbedding Silicone 1.037" 20 71652K Setting Block, Mono. 3/16"x 7116" x 4" Neoprene, Duro. 85+/-1 875" 875" 21 71704AK Setting Block, LG. 3/16" x 1-3/32"x 4" Neoprene, Duro. 85+/-1 29 1 1#6 x 1-1/4" FH SMS Stainless Steel .050" uJ z M U) U 7/16"LAMI. I.G. GLASS INSTALLATION > N ^aa 30 781PDX #8 x 1" Quad PH SMS Stainless Steel w OGLASS BEADING BEADING FASTENER COVER Q F p #4255, 6063-T5 O #4254, 6063-T5 68 #4270, 6063-T5 } r 3 alo0 U) N p w V3 o J 0 r O J O a rn Z Mfg Z LL (o r I J uMaO O _ LL W :2 ALUMINUMCD U00 SILICONE 4')A ELT BUTYL POLYISO- DESICCANT FILL AREA LU Z < ° STRUCT ONE REINFORCEMENT F Z W DMa BUTVLENE 5/16"NOM. > y Z Z STRUCTURAL SILICONE3l16"NOM. 5/16"NOM. SEAL o Z rn o O POLYISOBUTYLENE 114"NOM. BUTYL& SILICONE SEAL o FQ p U_ WITH DESICCANT DESICCANT ROLL-FORMED U O DESIC FOAM STAINLESS STEELEXT.GLASS EXT.GLAEXT.GLASS INT. GLASS H QEXT.GLASSzzr O Mt Z INT.GLASSGLASS INT. GLASS LL Z 75 KODISPACE 76 SUPER 77 DURASEAL® e XL EDGET" � o '� NN 0 4SG TPS 0 SPACER®NXTTM SPACER SPACER LU 2i �� � m 4 lesa4 sauag LYN TABLE 13: * No. 58705 ' Part# Description Material 75 Kommeding 4SG TPS Spacer System See this 76 Quanex Super Spacer nXf with Hot Melt Butyl ;��` •1 40RIOP.4••' \� 77 Quanex Duraseal Spacer Sheet for ,�ss,®....... p Materials 11 NAL \ ` 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FFL-8717, 8968&8970 A.LYNN MILLER,P.E. i P.E.#58705 3