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HomeMy WebLinkAboutProduct Approval (2) MMA RADE 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.zov/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(AHD). 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 "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 D dated 03/16/18, 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. TERNIINATION 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 and renews NOA#17-0614.11 and consists of this page 1 and evidence pages E-1,E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0430.05 MIAMI•DADE COUNTY Expiration Date: a ruary , Approval Date: August 23,2018 8 r 13)18 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 084112.09) 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, 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 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) vLD Manuel er iter.E. Product Control NOA No. 18- 05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th 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 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. Manuel Peg, .E. Product Control Er NOA No. 185 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-2 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 61h 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, RE 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 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.I." approved on 08/04/16 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 D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere . Product Control ExAnjAer NOA No. 18-0430.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked-up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- - 7 p 18 7 63, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition(2017),prepared by manufacturer, dated 04/19/18, 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. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April 20,2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. 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 10/1 and expiring on 02/19/19. Manuel Perez .E Product Control Exa in NOA No. 18-6430.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-4 GENERAL NOTES:SERIES PW7720A IMPACT-RESISTANT FIXED WINDOW IDESIGNPRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH VARIES, LARGE&SMALL MISSILE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE SEE SHEETS 2-5 IMPACT RESISTANCE HIGH VELOCITY HURRICANE ZONE(HVHZ). 49"TIP-TO-TIP WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE F 48"BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-114"VISIBLE IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. y 45-114"VISIBLE 45-114"VISIBLE LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT the ) c as comply od rtitA the Florida 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY 6-112"MAX. —� 6"MAX. F,SHEET 8 2�,MAX. Building Code B,SHEET 6 D,SHEET 7 MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS H,SHEET 9 Acceptance Nn 1g-cA USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90Expira:ion Date 244- CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. I I I NYia.•niede Product CoRir 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED A C I E,SHEET 8 rz 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEETS A 96 SHEET 7 C G,SHEET 9 E,G INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X BUCK 96., JR-03/16/18-UPDATED ARE 1-112"THICK OR GREATER.1 X AND 2X BUCKS(WHEN USED)SHALL I — HEIGHT I BUCK I .. VALUES AND SIZES FOR BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. r r JJJ HEIGHT --- GLASS TYPES 5-8. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF i 93-1/4" I / 93-114" 'v SERIES NAME CHANGE TO THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX. / VISIBLE 12"MAX. / 93-114" VISIBLE a 7720A FROM 720. O.C. LIGHT O.C. VISIBLE LIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL I HEIGHTI / LIGHT 1 I / HEIGHT DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. I 97 I / HEIGHT I / NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO BUCK W z c0 ❑ FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP I 5"MAX. HEIGHT I > w a 3 "aa SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF ofINSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE HEIGHT O.C. O z O SCOPE OF THESE INSTRUCTIONS. I I I (}7 C'4 'o w alu0 Q C 6}MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION I I cam') w n WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS I II T O LL 00 °'N z 'r3 p CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY ". I--. T I Z to o. —1 12"MAX.O.C. D—� �� 12"MAX.O.C. JJ F.H III = W OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-112"MAX MAX. 2"MAX. U U o ®m p IMPOSED ON THEM BY THE WINDOW. 5"MAX.O.C. FW-•Z 00 i c 'eN 7)DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME n Y z z JMO A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST ELEVATION ELEVATION ELEVATION O o. O O o PRESSURE,FRAME ANALYSIS AND GLASS PERASTM E1300. Z F F W B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, g j O STRUCTURAU CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: J J PER ASTM El 300. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK GUIDE TO SHEETS: F W 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. N to ca l-GVs GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® N z L" 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. _ ? W F RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS.......................2-5 = z PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-5 12"O.C. S O O ----WIDTH�I WIDTH�-{ If—WIDTH�I ��"'WIDTH --{ Q 0 z a,u>S THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE.............6 MAX. / ——— ——— u_ z J r--- -� r �— —� USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.......7 T T T i T o N THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A...........8 I / I ~ / O W it O Z r SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION,INT.FIN B...........9 'I`Li x FOR CORROSION RESISTANCE. CORNER ASSEMBLY...................10 / = I i^ I = I w w O X W EXTRUSION PROFILES................10 6 1 I I I x I x I I LL O D_ 9)REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763;ELCO PARTS LIST.......... MAX. 1 L— J ai7t1 �sap sauas ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS TT FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL, TABLE 1: 1 I~ WIDTH{ I---WIDTH WIDTH WIDTH LYN�yI�''�, 0— — ANSIIAF&PA 10)THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. TYPe Descri tion Sheet ;P I- r I- � • ICENSFCODES I STANDARDS USED: 1 7116"Lami 3/16"An-.090"PVR-3116"HS) 2 w No.58705•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2 7116"Lami 3116"HS-.090"PVB•3/16"HS 3 x = x•ASTM E1300-09 - -.090"PVB-3116"HS) 2 NDS-2015 FOR WOOD CONSTRUCTION 4 1-1116"Lami.IG(3/16"T-7/16"Air-3116'HS-.090"PVB-3116"HS) 3 Iib -ALUMINUM DESIGN MANUAL,ADM-2015 5 7116'Lami(3116"An-.090'SG-3/16"An) 4 I"�—WIDTH—�j WIDTH�I ♦•--WIDTH-�{ I►-WIDTH—I g •AISI S100.12 6 7116"Laml(3/16"HS-.090"SG-3/16'HS 5 ——— ——— r——— Ajrj, — T , SE F• 7 1-1116"Lami.IG 3116"T-7/16"Air-3116'An-.090"SG-3116"An 4 T TT� PAISC 360-10 ( )8 1-1/16"Land.IG(3l16"T-7/16"AIr-3/16"HS-.090"SG-3116"HS 5 (9 O w .S70NALTHIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"_"KURARAY SENTRYGLAS®INTERLAYER"BY KURARAY AMERICA,INC. _ _ = = ' KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"="KURARAY TROSIFOL® PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 I ANSI Z97.1 WHEN USING GLASS TYPES 6 OR B. -L 1 A.LYNN MILLER,P.E. P.E.t!58705 TABLE 2: Window Design Pressure(+/-,psf)for Glass Type 1 LongSide,TIm 11 In 7116"LAMINATED 68-7/8 73 1 77 81 85 89 93 97 101 105 1 11D-1/2 GLASS STACK 31 +1-80 +1-80 1 +1-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 33 +1-80 +/-80 1 +1.80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 .090"PVB INTERLAYER 35 +1.80 +/-BO +1-80 +/-60 +/-80 +1-80 +/-80 +1-80 +/_80 +/-79.8 +1-79.4 37 +1-80 +/-80 +1-Bo +/-80 +1-80 +/-80 +1-79.7 +1-77.2 +/-75.1 +1-73.4 +/-722 3116"HEAT STRENGTHENED GLASS 3116"ANNEALED GLASS 39 +/-80 +/_80 +1-80 +/-80 +/-80 +/-78.1 +1-75.2 +/-72.5 +/-70.3 +/-68.5 +1-66.3 1'RODUCTREViSED 41 +1.80 +l-80 +/-80 +1-79.B +/-77.2 +/-74.3 +1-71.3 +l-67.9 +/-65.1 +/-63.4 +/-61.6 4 11 s cwnplying n•ith Iha Floud. 43 +1-80 +1-80 +1-80 +/-77.4 +/-74.3 +1-71.3 +1-68.2 +/•64.7 +/-61.6 +l-59.8 +/-582 13u031n8 Code 45 +1-80 +/-80 +/-78.9 +1-75.4 +/-72.1 +1-68.9 +1-65.6 +1.62.2 +/-59.7 +/-57.5 Ac yp'-.No I C>Q% o E.�"'mt tifion Dale /L,b* 47 +1-80 +1-80 +1-77.2 +/-73.6 +1-70.1 +l-66.8 +1-63.5 +l-60.3 +l-57.7 518" �- LONG SIDE F 49 +/-80 +1-79.3 +1-75.6 +1-71.9 +l-68.3 +1-64.9 +1-61.5 +1-58.2 GLASS SITE B 51 +1-80 +1-77.5 +1-74.1 +/-70.3 +/-66.7 +/-63.1 +1-59.7 1_3 YProduct Coxtrol rn 53 +/-79.1 +l-75.6 +1-72.4 +/-68.8 +/-65.1 +/-61.5 SHORT r 55 +/-77.4 +/-73.8 +1-70.5 +/-67.3 +1-63.5 EXTERIOR SIDE NO CHANGES THIS SHEET. in 57 +/-75.8 +1-72 +l-68.6 +/-65.3 59 +/-74.2 +1-70.3 +1-66.8 20 13 61 +1-72.7 +1.68.7 +1-65 63 +1-71.2 +r-fiz1 GLASS TYPE 1 65 +/-69.7 +)-65.5 I� LONG SIDE -� 67 +1 68-718 +/-87/-67 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN SHORT /�� W i Y ❑ THE TABLE TO DETERMINE THE WINDOW SIZE. SIDE % J to a W "ab 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. fY w aO 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS ❑ N w co COMPLETELY FIT WITHIN. C9 N z w a1 o0 0 G d N TABLE DIMENSIONS MAY BE chi W ti ORIENTED VERTICALLY OR O J o TABLE 3: HORIZONTALLY AS SHOWN. Z LL (D Sumo,0 LD Window Design Pressure(+/_ psf)for Glass Type 3 =W z p U U o 0 co LongSide,Tip to Ti (in F Z ¢ 9M0 68-7/8 73 77 Bt 85 89 93 97 101 105 11D-112 1-1116"NOM. o W GLASS STACK .�J GLA LAMINATED 1�> a Z o 31 +1-80 +1-80 +1-80 +1-80 +/-60 +/-60 «I-80 +l-80 +l-80 +l-80 +I-80 I GLASS STACK �� o Z p 33 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +)-80 +1-80 +1_80 +/-80 +/-80 3116"HEAT u OQ W W 35 +/-BO +1-80 +1-80 +/-80 +/-80 +/-80 «1.80 +/-80 +/-80 +/-80 +!$0 STRENGTHENED GLASS J J O 37 +/-BO +/-80 +1-80 +1.80 +/-8(1 +!-BO +1-80 +1•80 +1-80 +1-80 +1-80 3/16"TEMPERED GLASS J Q N 39 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +1-78.4 +1-76.4 +1-74.3 3116"ANNEALED GLASS I a F- 41 +l-BD +l-80 +1-80 +/-80 +l-80 +/-BO +/-80 +1-76.7 +1-73.5 +1_70.9 +/fi9 7116"AIR SPACE .090"PVB _ I SHORT m U) W Iaa45 43 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-77 +1-73.1 +/-69.6 +1-66.9 +1-65.2 INTERLAYER 111 SIDE ® N Zof F 45 +/-80 +1-80 +1-80 +/-80 +l-80 +1-77.8 +1-74.1 +/-70.3 +1-67.5 +1-63.9 11 U) 9 47 +/-80F+1-77.6 +1-80 +/-80 +1-79.2 +1-75.4 +1.71.7 +1-68.1 +1-65.1 F O U) Z F 49 +/-80 +1-80 +1-80 *I-77.2 +1-73.3 +1-69.5 +f-65.8 5 ¢ ❑ aro�5 a; Of 51 +1-80 +/-80 +/-79.4 +/-78.3 +1-71.3 +/-67.5 LU 518" LL Z O_ Q v9i 53 +/-80 +/-80 +/-77.7 +1-73.5 +1-69.5 GLASS BITE LONG 0 � Z N g 55 +/-80 +/-79.6 +l-76 +1-71.8 1-3 SIDE w W rn 57 +l-80 +1-77.5 +/-73.8 O X W 59 +1-80 +1-75.4 EXTERIOR 61 +/-80 +/-73.5 a 75-7 21 13 a7763 65 +l-80 67 +1--787.2 +1-74 GLASS TYPE 3 SHORT \,,%% 1711 j1j/! NY LYNN/ 68-718 +/-74.9 ��,......... '%/ ice% 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SIDE _� �1QENSF'•.�(� ' THE TABLE TO DETERMINE THE WINDOW SIZE. Q•: 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. _�- No.58705 *� 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. -.1J :a �-;30 '. ST T3E`O�F ORIO ,��NA� A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: Window Design Pressure(+/-,psf)for Glass Types 2&4 Lona Side,TiIn to Ti in 68-7/8 73 77 81 85 89 93 97 101 105 110-112 113 1 117 121 125 129 133 137 141 145 31 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +l-80 +/-BO +1-80 +l-80 +l-80 +/-80 +1-80 +/-80 +l-80 +/-80 +/-80 +/-80 +1.80 +1-80 33 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +l-80 +l-80 35 +1.80 +1-80 +/-BO +1-80 +1-80 +/-80 +l-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 PRODUCT REVISED 37 +/-80 +1-80 +/-60 +/-80 +/.80 +/-80 +l-80 +1-80 +/-80 +1-80 +/-80 +/-8D +/-80 +1-80 +/-80 +/-80 n:C.mplyin wi h the VIOM3 39 +l-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 0-80 +A80 +/-80 +l-80 Bwtdizz8 Cod0 _ .\cttpLwce Nn 1 O n Ory 41 +!-BO +1.80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-BO +/-BO +/-80 +1.80 1,.picatioa Drtc ��. a 43 +/-80 +1.80 +1-80 +/-80 +1-80 0-80 +/-80 +/-80 +/-80 +/-80 +/-80 1= 45 +/•gD +1-80 +1-80 +1•80 +l-80 +/-80 +/-80 +1-80 +/-BO +/-80 1 , g 47 +l-80 +1-80 +!-BO +1-80 +1-80 +/-80 +1-80 +1-80 +l-80 Ia 49 +l-80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 ai 51 +1-80 +l-80 +/•80 +1-80 +1-80 +/-BO +680 NO CHANGES THIS SHEET. 53 +/-80 +/-80 +1-80 +/-80 +/•80 +1-79.1 55 +1-80 +1-80 +/-80 +1-80 +148.6 y 57 +1-80 +1-80 +1-80 +1-79.1 59 +l-80 +1.80 0-80 ' 61 +l-80 +l-80 +l-79.3 63 +/-BO +/-80 65 1 +/-80 +/-80 67 1 +/-80 68-7/8 +1-80 ci Y ❑ z f/1 a8 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. w a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ o O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N ¢ al°o O O _E LL N m 0-j C) a w Z '19 n ZU- C, =WLLI u U C) ❑ FW-Z V _< 'on' 1-1116"NOM. TABLE DIMENSIONS MAY BE W CD 9ma 7116"LAMINATED GLASS STACK 7116"LAMINATED ORIENTED VERTICALLY OR a OZ N o GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. Z c�i QJ� W LL .090"PVB INTERLAYER 3116"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS 301DE J Q O 3116"HEAT 3/16"HEAT STRENGTHENED GLASS LONG SIDE Q 1-- 3/16" 3116"HEAT STRENGTHENED GLASS-_. STRENGTHENED GLASS 7116"AIR SPACE .090"PVB INTERLAYER rn U) W hays ® m Z of In 4 11 11 SHORT # � U) Z SIDE O 5 `I SHORT I` ¢ ❑ Ix 5/B" SIB" J— --I SIDE IT 'i Z_ a Q GLASS BITE M�FGLASS BITE O Z O 1-3 1� w W 0 n X W EXTERIOR EXTERIOR f�— LONG SIDE —+-I LL ❑ OL 20 13 a see 21 13 an'1 'JSeo 5°"as GLASS TYPE 2 GLASS TYPE 4 SSIDET LONG SIDE \\`111111111/1,7 c�oNY-LYN//�/ LICENSE'•.�(�' No.58705 'I SHORT - _ 'I SIDE WAT7' 441- sO '. /"/0 NAL E� A.LYNIJ khLLER`P E. P.E.#511705 TABLE 5: Window Design Pressure(+1-,psf)for Glass Type 5 Long Side.Ti ton in 7116"LAMINATED 68.7/8 73 77 78-3/4 81 B5 89 93 97 101 105 109 1141/2 GLASS STACK 37 +901-130 +90/-127,6 +901-123.5 +9a-121.7 +90/-119.811+901-116.5 +901-113.5 +901-111 +901.108.5 +901-106.3 +901-104.5 +90/-104.5 +90/-104.5 39 +901-126.1 +9x•120 +901-114.5 +Dx-112.9 +901-111 +90/-107.5 +1101-104.5 +901101.7 +90199.5 +901-97.7 +90/-96.1 +901-94.6 +901-94.1 .090"SG INTERLAYER 41 +901A20.1 +901-113.5 +901-107.3 +901-105.2 +901-103 +90/-100.5 +901.97.8 +901-94.9 +9a-92 +/-89.6 +1-88 +/-86.5 +/-86 43 +90/-114.4 +901-107.5 +901-102.5 +9a-100.7 +901-98.6 +901-95.2 +901-92.2 +/-B9.1 +1-85.8 +/-83 +1-81.4 +/-80.4 +1-80.1 3/16"ANNEALED GLASS 3/16"ANNEALED GLASS 45 +90/-108.7 +901-102.5 +90/-98.8 +801-97.1 +901-94.9 +901-91 +1-87.3 +/-84.1 +1-81.7 +/-79.7 +1-77.8 +/-76.1 +1-75.8 47 +90/-104.4 +901-99.8 +90/-95.7 +901-93.9 +Bx-91.6 +1-87.5 +/-93.6 +/-81 +1.78.8 -1-76.7 +!-74.7 +1-72.7 +/-72 PRODUCT REVISED _• 49 +90/-101.1 +901-97 +961-92.8 +9x•9D.9 -1.88.5 +1-84.3 +/-81.2 +1-78.5 +l-76.1 -1-73.8 -1-71.7 +1-69.6 -1-68.9 4 11 us Iu � Florida F. 51 +901-98.1 +90/-94.1 +901-90.1 +l-88.2 +1-85.7 +/-82 +l-79.1 -1-78.3 +l-73.6 +/-71.2 +/-68.9 +/-66.8 H•85.9 Buildieg Cm +�.3D.^C 53 +9D/-95.3 +Dx-91.1 +1-87.4 +/-85.6 +1-83.3 +1-80 +1-77 +1-74.1 +1-71.3 -1-68.7 +1-66.3 +1-64 -1-83.2 Acoeptml J F 55 +9a-92.5 +l-88.2 +/-84.3 -1-82.9 +1-81.4 +/-78.1 -1-74.9 +/-71.9 +1-69.1 +1-66.4 +1•63.9 +/-61.8 +/-61.2 5/8" Enpiralion Date u 57 +/-89.8 +/•85.3 +/-81.0 -1-80.6 -1-79 +1-76.2 -1-73 -1-69.9 +1-66.9 H-64.1 +1-61.9 +1-60.1 GLASS BITE W' 59 +1-87.1 +1.82.8 +/-79.7 +1-78.4 +1-76.8 +/-74 +1-71.1 +f-67.9 +/•64.B +/412.2 +1-80.3 I` LONG SIDE By e 61 +/-84.6 +1-80.8 +/-77.6 +1-76.2 +/-74.6 +/-71.7 +/-69 +1-65.9 +1-52.8 +/-6D.8 1-2 T Mi,.," de ProdOct COMra 53 +/-82.5 +1-78.9 +/-74.6 +1-73.2 +l-71.4 -1-68.4 +/-65.5 H-62.9 +l-60.9 1 65 +1-80.7 +l-77 +1-73.6 +/-7z.2 +1-70.4 +t-67.3 +1-64.4 +/-62 EXTERIOR SHORT 67 +r-7g +l-75.3 -1-71.7 +lao.z -1-se.a +r-s5.2 +/-sz.4 SIDE /i JR-03116/18-UPDATED 68-7!8 +1-77.3 +/-73.8 +/-70 +/-88.5 +/-68.6 +/-63.3 +l-61.1 20 13 VALUES AND SIZES. 73 +/-73.6 +140.2 +/-66.5 +1-64.8 +/-62.9 +1-60.5 n as +/-66.5 +/-63.2 0-61.9 GLASS TYPE 5 78-314 +/-6B.5 -1-64.8 +/-61.9 +1-60.9 a 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE J TABLE TO DETERMINE THE WINDOW SIZE. LONG SIDE��- -I 2)FOR SIZES NOT SHOWN,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 Y ❑ COMPLETELY FIT WITHIN. SHORT W ? SIDE w a ."aa ❑ �o Of a 0 C7 N z W CN TABLE 6: TABLE DIMENSIONS MAY BE j m LU n ORIENTED VERTICALLY OR 0LL p Z -KF-? O Window Design Pressure(+/•,psf)for Glass Type 7 HORIZONTALLY AS SHOWN. =W to o W Long Side in W U 6 ©� 0 58-7/8 73 77 78-3/4 81 85 89 93 87 101 105 109 110-1/2 F 1-1116"NOM. W .-. 31 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 ._..I O OMO 33 +901-130 +90/-130 +901-130 +901-130 +90/-130 +DCI-130 +9x•130 +901-130 +901-130 +90/-130 +901-130 +9a-130 +90/-130 GLASS STACK I� 7/16"LAMINATED /// '7 a Z co 35 +9a-130 +90/•13D +901-130 +801-130 ♦80/-130 +90/-130 +9a-130 *901-130 +901-130 +901-130 +901-130 +9a-130 +9D/-13D GLASS STACK Z V (!) 37 +901-130 +901-130 +901-13D +9a-130 +901-130 +90/-130 +901-128.3 +901-125.4 +Dx-1226 +901-120.1 +901-118.1 +901-118.1 +901-118.1 W 0 39 +9a-130 +90/-130 +901-129.4 +901-127.5 +9a-125.4 +901-121.5 +9a-118.1 +901-114.9 +M-112.5 +901-110.4 +9a-108.6 +90/-106.9 +9Df-106.3 3/16"ANNEALED GLASS 0 3/16"TEMPERED GLASS 03 41 +901-130 +901-128.3 +901-121.2 +901-118.9 +Ba-116.4 +90/-113.8 +9a-110.5 +80/-107.2 +Bx-103.9 +Bx-101.3 ♦80/-99.4 +e0/-97.7 +901-97.1 -3116"ANNEALED GLASS Q Q 43 +90/-129.3 +901-121.5 +9a-115.8 +90/-113.8 +901-111.4 +901-107.5 +901-104.2 +901-100.6 +9a-97 +801-93.8 +90/-92 +9a-90.9 +901-90.5 I H 45 +90/-122.8 +9a-115.8 +9a-111.8 .901-109.7 +901-107.3 .9of-102.8 +901-98.7 +sa-95 +90/-92.3 +g0/-90.1 +l-87.9 +801-85.9 +ea-85.4 7116"AIR SPACE .090"SG INTERLAYER -I SHORT I_ m y W 1°°45 47 +901-118 +901-112.7 +901-108.1 +901-106.1 +9a-103.5 +901-98.8 +901-94.4 +901-91.5 +/.89.1 +1-86.7 +80/-84.4 +801-82.1 +8a-81.3 --"'lll SIDE I ® m Z c 49 +90/-114.2 +9a-109.6 +9a-104.8 +9a-102.7 +901-100 +g0/-95.3 +901-81.8 +/-88.7 +/-86 +BCI-83.5 +BO/-81 +1-78.7 -1-77.B 11 N H m 51 +90/-110.8 +901-106.3 +901-101.8 +901-99.6 +90/-96.9 +901-92.7 +/-89,3 +1-88,2 +80/-83.2 +801-80.5 +/-77.8 +1-75.4 -1-74.5 rn 53 +90!-107.7 +901-102.9 +901-98.7 +901-96.7 +90/-94.1 +901.90.4 +1-87 +Ba-B3.7 +80I-80.8 +/-77.7 H-74.8 +1-72.3 +/-71A � 0 CO Z 55 +901-104.5 +901-99.6 +9(V-95.3 +9a-93.7 +9p/-91.9 -1-88.3 +Bx-84.6 +80/-81.3 -1-78.1 -1-75.1 1 -1-72.2 +1-69.8 +/469.1 5 < JZ) LU i1 LL Z d 57 +901-101.5 +901-g6.4 +901-925 +901-91 +l-69.3 +80/-88.1 +Bx-82.4 +1-78.9 +l-75.6 H-72.5 -1-69.9 +1-67.9 518" 59 +801-98.5 +9a-93.5 +/-90 -1-88.5 +60/86.8 +/-76.7 -1-73.3 +1-7GLASS BIE O Q . 6Z +1-87.7 +8 -86.2 +801-84.3 +1-74.5 -71 -87 Do r61 +901-95.6 +9a-91.3 HW63 +90/-92.2 +/-88.1 +801-84.3 +8(11-82.7 +W-80.7 +/-71 +/-88.8 1-2 ` SIDE co 65 +901-91.2 +1-87 +801-83.2 +80/•81.6 +/-79.8 +1-76.1 H-728 +/-70 I O X W 67 +1-89.3 +801-85 +80l-81 +/-79.4 +/-77.3 +1-73.7 +/-70.5 EXTERIOR E ❑ d 68-718 +8x-83.2+1-87.3 +801-83.2 +/-79.1 +/-77.4 +/-75.2 1-71.6 +/-69 � 75-78 21 13 417!1 s�0 saua5 73 +/-79.4 +/-75.1 7/-73.2 -1-71 +l-68.4 77 +/-79.1 +/-75.1 +1-71.4 +/-89.9 GLASS TYPE 7 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE - SHORT TABLE TO DETERMINE THE WINDOW SIZE. SIDE \��`�ptV LYNN 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ��'t,• •LSGEN,SF'•.,����' 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. No.58705 '10.• TSVIFg .4g s�ONA / ILI11 IENG`. A LYNN AER,P.E. P.E.#58705 TABLE 7: Window Design Pressure(+/-,psf)for Glass Types 6&8 Long Side,Ti to Tip(in) 68-718 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901.130 +90/-130 +901.130 +90/-130 +901-130 33 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 35 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90%130 +901-130 +90/-130 +9D1.130 +901-130 +901-130 +901-130 +801-110 +801-110 PRODUCTREVISEO 37 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +80/-110 +801-110 ns santplying with the Florida 39 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901.130 +90/-130 +90/-130 +901-130 +90/-130 +9D/-130 +90/-130 +901-130 +801-110 +801-110 +801-110 +80/-11D Building Coda 41 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-13D +90%130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +801-110 +801-110 +80/-110 +801-110 +80/-110 +BD/-110 Ameptaom No 43 +901-13D +901-130 +901-130 +901-130 +901.130 +90/-130 +901-130 +90%130 +901-130 +go/-130 +90/-130 +901-130 +90/-130 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 E>yhation Dais F 45 +901-130 +90/-130 +901-130 +801-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801.110 +80/-110 n 47 +901-130 +901-130 +901-130 +901-130 +90/-130 1 +90/-130 +901-130 1 +901-130 +901-130 +901-130 +80/-1111 I +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801.110 +801-110 By 0 49 +901-130 +90/-130 +901-130 +901-130 +0/-130 +901-130 +901-130 +90/-130 +90/-130 +801-110 +801-110 1 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 Pact a 51 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +89.4/-128. +801.110 +801-110 +80/-110 1 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 i' 53 +90/-130 1 +90%130 +90/-130 +901-130 +901-130 +901-130 +8B.81-128.1 +80)-110 +8D/-110 +801-110 +80/-110 1 +801-110 +804110 +80/-110 +80/-110 JR-03116/18-UPDATED v 55 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +88.8/-128.1 +601-110 +80/-110 +801-110 +80/-110 +80%110 +801-110 +80/-110 +B01-110 ., VALUES AND SIZES. in 57 +90/-130 +90/-130 +901-130 +901-130 +89,4/-129 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 o 59 +901-130 +901-130 +90/-130 +89.51-129.1 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 - in 61 +90/-130 +901-130 +89.61-129. +80/-110 +801-110 +801-110 +801-110 +601.110 +801-110 +B01-110 63 +901-130 +90/-130 +801-110 +801-110 +80/-110 +80/-110 +8O/-110 +80%110 +80/-110 65 +90/-130 +901-130 +80/-110 +BO/-110 +801-110 +80-11100 ++8800/--111100 +80/-110 67 +901-130 +801-110 +601.110 +801-110 +801-110 +801-110 +801-110 68-7/8 +90/-130 +801-110 +801-110 0 10 +BO110 ++B8p/-1 7 +80/-110 +801-11 010 -10 01-110 W 77 +801-110 +801-110 +801-110 >/ zrn N 78-314 +801-110 +801.110 +801.110 +80/-110 r ^❑ab CK 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ❑ to hr5z) 0 Q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. N i w O o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 m r w n _j a z r 0 J o mZ LL2Wo2DOp ®,F z v < 'oN TABLE DIMENSIONS MAY BE } o> O DMO ORIENTED VERTICALLY OR I p �r a Z v m 1-1/16"NOM. HORIZONTALLY AS SHOWN. Z v 1n W GLASS STACK LONG 7/16"LAMINATED I� 7116"LAMINATED g m O GLASS STACK I GLASS STACK SIDE J Q o 3116"HEAT STRENGTHENED GLASS ��-- LONG SIDE / F¢-. F-' .090"SG INTERLAYER 3116"TEMPERED GLASS 7� T to W IaavS 3116"HEAT 3/16"HEAT STRENGTHENED GLASS ® m Z N 3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE .090"SG INTERLAYER SHORT Z 4 11 SIDE 11 + _ SHORT I f ¢ ❑ � �laas 5 '1 SIDE IT O Z o 5/B" N GLASS BITE GLASS BITE 1 W in W 1-2 1-2 I� LONG SIDE �I 7 M ❑ M1 �sa0 sa a5 EXTERIOR EXTERIOR T_ 20 13 5.7 21 13 SHORT // LONG LYN j � I GLASS TYPE 6 GLASS TYPE 8 j -,,SIDE SIDE \ �N' l ��! ' Pte: O F No.58705 *' SHORT WAT .F SIDE :p0��, •'(V�� �,'SS/ONAL 11 IENG�\` A.LYNN MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION OR FRAMING,SEE ---�I DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, o TYPE A 1!4"MAX SEE NOTE 2,THISOSHEET �� EMBEDMENT SHIM , �— e TYP.ANCHOR TYPE,EMBEDMENTAND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT REVISFD EDGE jj SEE TABLE 8,THIS SHEET ns complying wigs the Florida DISTANCE ;mldmg W-Aso-_ 114"MAXSHIM MMIRW sy Mieud12 USED FOR ALL I NO CHANGES THIS SHEET. SIDES OF •° 8 ARCHITECTURAL SHAPES @ 11-718" EXTERIOR O.C.MAX. CONCRETE/CMUPERANCHOR �_ VISIBLE LIGHT WIDTH= REQUIREMENT WINDOW BUCK WIDTH-2-314" WINDOW BUCK WIDTH CONCRETE/CMU 0 Cl) Y WINDOW EXTERIOR PER ANCHOR LU z a nae BUCK TIP-TO-TIP WINDOW WIDTH 1 HEIGHT REQUIREMENT w INSTALLATION HORIZONTAL SECTION A-A }� a�a o 0 TIP-TO-TIP METHOD D L7 N i w WINDOW 114" TABLE B: �� LU r HEIGHT VISIBLE MAX, Anchor Substrate Nin.Edge Min.Embedment Max O.C. O_j o a w Z Fy LIGHT Distance S aci Z LL C3 s J u.xo,d HEIGHT= SHIM Southern Pine SG=0.55 9116" 1-318" 17' 2 LLj S 2 W WINDOW #12 or#14 410 SS Screw Aluminum 6063-TS min. 3/8" 0.063"• 12" W U � ®� � BUCK A36 Steel 3/8" 0.063"• 17' F Z V' U, 0 n0 HEIGHT- 9 Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga 12" C)> ^ a Z 2-3/4" Southern Pine SG0.55 9/16" 1-318" 17' p o EXTERIOR Z a; o O STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) Aluminum fi063-T5 min. 3/8" 0.063"' 17' F-. LL SMS(GS),SEE TABLE A36 Steel 318" 0.063"' 17' g O 8,THIS SHEET Steel Stud Gr.33 min. 318" 0.045" 18 Ga 12" J Z o Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 12" 114"410 SS CreteFlex Q O F– �a,45 MIAMI-DADE APPROVED MULLION(SEE Concrete(min.3.35 ksi) 1" 1-3/4" 12" ® w CO SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete min.2.85 ksi 1" 1-3/4" 12" N z OR STEEL STUD.SEE SUBSTRATE 114"Steel Ultracon Concrete min.2.85 ksi 2-1/7' 1-3/8" 12" ?0 Q H 21 PROPERTIES,TABLE 8,THIS SHEET Un routed CMU ASTM C-90 2-112" 1-1/4" 12" zF O I-- z 6 Concrete min.3.5 ksI 1-1/4" 1-3/4" 1T ¢ atc�s 5/16"Steel Ultracon Z _Z Grouted CMU ASTM C-90 2-1/7' 1-314 12" O U.1 c 6 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w W Z n 114"MAX SHIM "UNGROUALL HEADTED CMU"VALUES TYPES APPLICABLE. BE USED FOR GROUTED CMU APPLICATIONS. O X g -- LL LL LL 1X WOOD BUCKSTRIP, INSTALLATION NOTES: apilosap saua5 SEE NOTE 2,THIS SHEET 1. GE DISTANCE LIMITS.LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND E \\\ tv LYNN/,, ' CONCRETE PER ��\,t�•o,•.tCENSF EMBEDMENT ,° ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Material fin.F, Nin.F. '•(<` REQUIREMENT THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Steel Screw 92 ksi 120 ksi T•. BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS No.58705 • ° "2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 Screw 90 ksi 110 ksi - WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY FJco UtraCan® 155 ksi 177 ksi = (,V✓ INSTALLATION 4+— EDGE TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Elco CreteFle)0 127.4 ksi 189.7 ksi �/ DISTANCE AND EDGE DISTANCE PER 6063-T5 Aluminum 16 ksi 22 ksi ��O ST TA E OF C(7�� TYPE B SUBSTRATE,SEE TABLE B,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA A36 Steel 36 ksi 58 ksi !���'• F<ORIOP VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. G.33 Steel Stud 33 ksi 45 ksi S 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR � 1�11 MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E. 58705 TYP.ANCHOR TYPE, INSTALLATION INSTALLATION EDGE EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F OR FRAMING,SEE SEE TABLE 9,THIS SHEET EMBEDMENT NOTE 2,THIS SHEET 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2,THIS SHEET a INSTALLATION 1/4"MAX OR TYPE,EMBEDMENT AND TYPE E EMBEDMENT I SHIM EDGE DISTANCE PER SUBSTRATE, EDGE EDGE 6 SEE TABLE 9,THIS SHEET DISTANCE y Wmplygw,th dw Florida ��-- DISTANCE ouildm8 Code AcccpG•mce No L 1/4"MAX 2 avvration Dow: 2 SHIM lvlianu Prodw .l q,1ARCHITECTURAL USED FOR ALL V NO CHANGES THIS SHEET. SIDES OF •° 11 EXTERIOR EXTERIOR SHAPES @ 11-718" 4 29 O.C.MAX. CONCRETE/CMU �-� VISIBLE LIGHT WIDTH= 5 PER ANCHOR WINDOW BUCK WIDTH-2-3/4" REQUIREMENT WINDOW BUCK WIDTH WINDOW HORIZONTAL SECTION C-C CONCRETE/CMUw � Y C BUCK INSTALLATION PER ANCHOR ) y N '°°y HEIGHT TYPE H REQUIREMENT .- TABLE 9: u) ? fn MAX. Anchor Substrate Min.Edge Min.Entedrrent Max O.C. (7 04 ?m °� 0 N SHIM Distance S aci OJ Cl) W - r VISIBLE Southern Pine SG=0.55 9116" 1-318" 1z' _j C3 a ti Z ,r LIGHT Aluninum 6063-T5 Mn. 318" 0.063"' 1T Z LL " ::i °MO10 #12 or#14 410 SS Screw S c° w HEIGHT= A36 Steel 3!8" 0.063"' 17' C)L) WINDOW 9 Steel Stud Gr.33 min. 3/8" 0.046'(18 Ga ' 17' 0 V C3 ®� BUCK Southern Pine SG=0.55 9116" 1-318" 17' Fw-LU a = mN co (7 Ma HEIGHT- EXTERIOR Alurinum 6063-T5 rnin. 318" 0.063"" 17' C) ¢ 2-3/4" STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) A36 Steel 318" 0.063"• 12" o> a p a SMS(GS),SEE TABLE -0 Z o 9,THIS SHEET Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga ' 12" F-Q Z w routed CMU, ASTM C-90 2-1/2" 1-1/4" 12" J _O 0 MIAMI-DADE APPROVED MULLION(SEE 1/4"410 SS CreffiF�x Concrete(min.3.35 ksi) 1" 1-3/4" 12" _J SEPERATE NDA),ALUMINUM,STEEL FRAMING Concrete rrin.2.85 ksi 1" 1-314" 12" F- OR STEEL STUD.SEE SUBSTRATE rn U) _J lacus PROPERTIES.TABLE 9,THIS SHEET 114"Steeel Ultracon Concrete Win.2.85 ksi 2-112" 1-318" 12" Un routed CMU ASTM C-90 2-1/2" 1-1/4" 12" Z (A (AND Concrete min.3.5 ksi 1-114" 1-3/4" 12" 5116"Steel Ultracon 0 Z Z RIF Grouted C U S C-90 2-1/2" 1-314" 12" 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ¢ 0 0 °10Js "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. p .wJ Q 5 ALL HEAD TYPES APPLICABLE. f: w j N MAX SHIMffq o: w INSTALLATION NOTES: c7 X C1 li w a WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENITAND cull '_0 saua5 E NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Material Mn.FY Min.F. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1%",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 ksi 00 LYNN��% EMBEDMENT CONCRETE PER THICKNESS IS LESS THAN 1-112".iK WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 ksi 110 ksi `��?•'•VICENSF''•�(� ANCHORBE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED ASElco UtraCorl® 155 ksi 177 ksiREQUIREMENT "2X"ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksiNo.58705WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6063-T5 Alunlnum 16 ksi 22 ksiINSTALLATION EDGE A36 Steel 36 ksi 58 ksiST OddTYPE F DISTANCEANCHOR TYPE,EMBEDMENT 3.FORATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZEGr.33 Steel Stud 33 ksi 45 ksi ��ST T EEDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. T .• SUBSTRATE,SEE TABLE 9,THIS SHEET �s •.'.°i ORIDN• G\?� VERTICAL SECTION D-D MULLION APPLICABLE, APPLIES LOWER DESIGN WHOLE PRESSURE FROM EITHER WINDOW OR SYSTEM. �,;S/ONAL EN 111111111++` A.LYNN MILLER,P.E. P.E.#58705 FIN FRAMES ARE ONLY TO BE USED TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4(PVB INSTALLATION WITH EMBEDMENT AND EDGE �I EMBEDMENT OR FRAMING,SEE TYPE J INTERLAYER),NOTTO BE USED TYPE K DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET EDGE GLASS TYPES 5-8,(SG INTERLAYER). SEE TABLE 10,THIS SHEET _ DISTANCE 1/4"MAX EDGE DISTANCE EDGE � SHIM INSTALLATION r DISTANCE 2X WOOD BUCKSTRIP f� i C7 1 2X WOOD BUCKSTRIP TYPE I 1 OR FRAMING,SEE OR FRAMING,SEE -- NOTE 2,THIS SHEET NOTE 2,THIS SHEET PRODUCTREVISED the as cmnplyiag with the Ftmida TYP.ANCHOR TYPE,EMBEDMENTAND BuildigCode _v EDGE DISTANCE PER SUBSTRATE, F mumpt�at 113 p��jq. 1/4"MAX E mumDate 3 SHIM 6 SEE TABLE 10,THIS SHEET EMBEDMENT By MLvni ade Yrcduct 3 EMBEDMENT 12 USED FOR ALL � NO CHANGES THIS SHEET. SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES @ 11-778" 29 O.C.MAX. ' 11 a EXTERIOR 11 WINDOWINSTALLATION Imo- VISIBLE LIGHT WIDTH= 5 W L5 t"> Y BUCK WINDOW BUCK WIDTH-2-314" > N a Q) .,,aa HEIGHT EXTERIOR TYPE L 1/4 WINDOW BUCK WIDTH Q N w v 0 a - HORIZONTAL SECTION E-E 0 v 2. U[ EN SHIM 0 VISIBLEQ J o a N Z a LIGHT Z LL ^ J uMo.p HEIGHT= 9 U LL d S-2 w WINDOW STEEL SELF-DRILLING 'oN BUCK SMS(G5),SEE TABLE TABLE 10: H LU V ¢ 'MN HEIGHT- 10,THIS SHEET Min.Edge Max.O.C. on> Z Co 2-314" Anchor Substrate o v a Distance Spacing Z m c'i 2-1/2"x.113"Box Nail Southern Pine SG=0.55 5/16" 5" F_ LL MIAMI-DADE APPROVED MULLION(SEE 2-112"x.131"Common Nail Southern Pine SG=0.55 3!8" 5" � 00 SEPERATE NOA),ALUMINUM,STEEL FRAMING OR STEEL STUD.SEE SUBSTRATE 2-1/2"x.145"Roofing Nail Southern Pine SG=0.55 318" 5" Q PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.55 1/2" 5" ® `� U) 1aa4s 0.093"Alum num 6063-T5 min. 5/16" 5" N Z z #10 x 1"Steel Screw(GS)" O rn 21 1/16"A36 Steel 5/16" z g 2X WOOD BUCKSTRIP 0.045" 18 Ga Steel Stud Gr.33 5/16" 5" a o 5 OR FRAMING,SEE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. < Z Q NOTE 2,THIS SHEET O H Qo 5 1/4"MAX SHIM w 0 Z r O X Z -- d INSTALLATION NOTES: LL E: ' aq!1 'asap s ua5 INSTALLATION _ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW TYPE J EMBEDMENT AND EDGE DISTANCE LIMITS, EDGE DISTANCE Material Mn.F,. Mn.Fa �\1 �.LYN/v N,•..... 2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL `� '••M�( i Steel Strew 92 ksl 120 ksl .` •.• ' BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. UyOENS, F� 606-1-75 Aluminum 16 ksl 22 ksl � TYP.ANCHOR TYPE,EMBEDMENT 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A36 Steel 36 ksi 58 ksi No.58705 EMBEDMENT AND EDGE DISTANCE PER 'k SUBSTRATE,SEE TABLE 10,THIS SHEET WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, Gr.33 Steel Stud 33 ksl 45 ksl >k b VERTICAL SECTION F-F gyp''•, sFAT of `/u�; pLORIO?..••'G�=� .... /!11111115 A.LYNN MILLER,P.E. RE 58705 EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED 2X WOOD BUCKSTRIP 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 EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER). TYPE N --- EMBEDMENT INSTALLATION TYPE EMBEDMENT 114"MAX SHIM 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED ._JI iL U 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET �plyipg will gq pilo OR FRAMING,SEE Building Code 1,8� �8• NOTE 2,THIS SHEET H P _L1/4"MAX TYP.ANCHOR TYPE,EMBEDMENTAND 3 SHIM EDGE DISTANCE PER SUBSTRATE, ey 6 SEE TABLE 11,THIS SHEET Miami ede l'rodOM CoM1n 12 USED FOR ALL NO CHANGES THIS SHEET. SIDES OF EDGE 3 ' 8 ARCHITECTURAL DISTANCE ° EXTERIORSHAPES @ 11-718" O EDGE 29 O.C.MAX. T a DISTANCE a I` 11 INSTALLATION 4 CONCRETEICMU i Y WINDOW 11 BUCK TYPE O PERANCHOR > vi 'R '^ay HEIGHT 1/4„ Imo- VISIBLE LIGHT WIDTH= 5 It it 3 EXTERIOR WINDOW BUCK WIDTH-2-3/4" REQUIREMENT Q F o a' p MAX. WINDOW BUCK WIDTH EXTERIOR 0 N z z 1110 p o¢ SHIM vlsleLE - HORIZONTAL SECTION G-G po Cl) w 75 n J a Z -75- VISIBLE LIGHT 9 Z m o ':j x.1,0 HEIGHT= STEEL SELF-DRILLING TABLE 11: =W ¢ WINDOW SMS(G5),SEE TABLE Mn,Edge Max O.C. W Lu U Coo ®Z , BUCK 11,THIS SHEET Anchor Substrate Distance Mn.Embedment SSQaCin ~LU cr7 a 0 `9mo HEIGHT- Southern Pine SG=0.55 9116" 1-3/8" 6.2" r-> > Z o 2-314" Murninum 6063-T5 nin. 3/8" 0.063"' 6.2" Z m p MIAMI-DARE APPROVED MULLION(SEE #12 Of#14 410 SS Screw LL SEPERATE NOA),ALUMINUM,STEEL FRAMING A36 Steel 318" 0.063"' 6.2" p OR STEEL STUD.SEE SUBSTRATE Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga ' 6.7' � rn PROPERTIES,TABLE 11,THIS SHEET Southern Pine SC--0.55 9/16" 1-3/8" 6.2" N nen #12 or#14 Steel Screw(G5) Aluminum 6063-T5 rnin. 3/8" 0.(]63'* 6.2" ® N Z Z j1d S A36 Steel 3/8" 0.063'* 6.2" - p 21 Steel Stud Gr.33 in. 3/8" 0.045" 18 Ga ' 6.2" Un routed CMU, ASTM C-90 2-112" -1/4" 11.6" p 6 1/4!'410 SS CreteFlex a o g al°°s Concrete min.3.35 ksi) 1" 1 1-3/4" 11.6" 0 Z Q a Concrete min.2.85 ksi 1" 1-314" 11.6" ~ o 5 114"MAX SHIM 114"Steel Ultracon Concrete min.2.85 ks 2-1/2" 1-3/8" 11.6" w w Z n Un routed CMU ASTM C-90 2-1/2" 1-114" 11.6" X Z 5116"Steel Ultracon Concrete min.3.5 ksi 1-1/4" 1-314" 11.6" LL LL a Grouted CMU ASTM C-90) 2-112" 1-314" 11.6" ann sac sauag INSTALLATION - MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. J SEE N OD BUCKSTRIP, TYPE N SEE NOTE 2,THIS SHEET "UGROUALL HEADTED CMU"VALUES TYPES APPLICABLE. BE USED FOR GROUTED CMU APPLICATIONS. ``\tV LYN/v4f''^i p.......... M • - INSTALLATION NOTES: 'OcENSF''/�(� EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Q�• '•� <• � Material Mn.Fy Mn F. No.58705 =_ 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"iX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD = * Steel su- 92 ksi 120k., • BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 410 Screw 90 ksi 110 ksi CONCRETE/CMU 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Elco L&aCon® 155 ksl 177 ksi O PER ANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Elco CreteFlex® 127.4 ksi 189.7 Isl ) REQUIREMENT DISTANCE a 606315 A4minum t6 ksl 22 ksi �i�(�` '•.;1tOR1OF`.•'G,N 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 �/ VERTICAL SECTION H-H WINDOW FRAME. Cr.33StWStW 33 ksi 45 ksi '�i���NAI 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. P.E.#58705 TABLE 12: Item PGT Part# Description Material2.784" 2.784" 2.764"_ # l .094" —�11f� .094" —ll-- .094" 1 42530 Flanged Frame Alum.6063-T5 .o7a" asr' .074^ — osr' 0 74 " osr 2 4285 Equal-leg Frame Alum.6063-T5 I 1.37s^1 1.375"J 3 4256 Integral Fin Frame Alum.6063-T5 .500" 1.675^ T .500" . } } 4 4255 7/16"Lami.Glass Beading Alum.6063-T5 1.000" .438" 438" 438"— I r 9 .500" --.-II+--- ,050ii°006' .050n2°006- � T T_ I+--- .050"10006' FRODpCTRwiLhthD 5 4254 I.G.Glass Beading Alum.6063-TS I nscem iegwilhWePkrcida 1.125" ,077" Building Code 6a 4270 Installation Fastener Cover Alum.6063-T5 OFLANGE FRAME O2 EQUAL-LEG FRAME � Ac-plane NO I$'0'3D•o� 6b 4224 Installation Fastener Cover forCuraes Rigid PVC FIN FRAME Expirati2nDute fQ 8 4267 7/16"Lami.Glass Beading Tor Curves Alum.6063-T5 BY 9 4269 I.G.Beading for Cures Alum.6063-T5 .970 '346 1.037 970 I,I 346" Miami cdePro3xt 10 70589C Gasket(at 90°comer joints) Polyethylene 675" .675" } 675" II 11 .675" NO CHANGES THIS SHEET. 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 u u 12 61308K Foam Beading Tape .050" r�il� .050" .050 - .050^ ��11 .050^ 13 Dow 791,899,995 or GE 7700 Backbedding Silicone0 7116•LAMI 011-1/16"I.G.GLASS O INSTALLATION 7/16"LAMI O I.G.GLASS 4 5 6a 8 GLASS BEADING 9 BEADING 20 71652K Setting Block,Mono.3/16"x 7/16"X 4" Neoprene,Duro.85+/-1 GLASS BEADING BEADING FASTENER COVER FOR CURVES FOR CURVES 21 71704AK Setting Block,I.G.3/16"x 1-3132"x 4" Neoprene,Duro.85+/-1 i y 29 76X114FP #6 x 1-1/4"FH SMS(Curved Beading) Stainless Steel HOT-MELT W �a SILICONE ALUMINUM POLYISOBUTYLENE DESICCANT FILL > � nl 30 781PQX #8x 1"Quad PH SMS(Assembly) Stainless Steel BUTYL REINFORCEMENT S� 5116"NOM. w STRUCTURAL r- 75 Kommedin Kodis ace 4SG TPS POLYISO• 1/4"NOM. 3116"NOM. SILICONE u m w 9 P 5116"NOM. SEAL r o 1120 O OQ BUTYLENE WITH STRUCTURAL BUTYL 8 O N z wIt 76 Quanex Super Spacer nXi See this Sheet for DESICCANT ROLL-FORMED H U) n SILICONE DESICCANT STAINLESS STEEL W r 77 Quanex Duraseal Spacer Materials FOAM MDESICc TH FOAM Z F J 2�B' 78 Cardinal XL Edge Spacer EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS =U o¢ W ma. INT.GLASS U U o ®� INT.GLASS INT.GLASS INT.GLASS LLIO W'T a no W 75 KODISPACE SUPER SPACER® DURASEAL' XL EDGETM ISSPACER TPS NXTT - SPACER 78 SPACER O a Z Z O r Z �' O p 76 LL 3 L) O ASSEMBLY DETAILS FOR ASSEMBLY DETAILS 0 o FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES I¢- ® N U1 IaauS Z (D ANGLED/CURVED ANGLED/CURVED O rn Z FRAME ASSEMBLY FRAME ASSEMBLY Q z of 1x225 90"CORNER 90"CORNER FRAME ASSEMBLY I FRAME ASSEMBLY w w n " x I LL m a � � I 111.'1 •sap saua5 10 1 10 o, ALL CORNERS TO j j ALL CORNERS TUSE GASKET IUE GASKETO j 111111/ AND/OR SEALANT I j // AND/OR SEALANT ' `\�NY LYtVN ��.,, EXTERIOR Fes•,. - / / EQUAL-LEG FRAME NO.58705 = EXTERIOR I - - FLANGE FRAME - // �1 EXTERIOR ' _- EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR MITERED FRAME WITH INTERIOR SAO . AND EXTERIOR FRAME WELDS �] j AND EXTERIOR FRAME WELDS .• ST TE OF FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT %(�` ''•F�ORIDP,.•'G\\� 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT ATALL CORNERS �'�sS//ONA1- 30 A L/N(�rhILlL�hl,P`.E. E.#58705