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Home My WebLink AboutNOASCANNED BY St. Lucie County MIAMI•DADE 0 DEPARTMENT OE REGULATORY AND ECONOMIC RESOURCES (RER) BOA" AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w .miamidade.Qovleconomy 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 "SH-700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, ImpacV, sheets 1 through I of 11, dated 09/01/05, with revision G 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 BATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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 Fled 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# 16-0714.06 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 Manuel Perez, P.E. NOA No.17-0630.08 1nQ�17 Expiration Date: March 26, 2021 i G Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. OS 1018.01 and 07-03-72.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G 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® NXT m 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.16-0714.06) 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel ere P.E. Product Contro Ex iner NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAMTED B. TESTS (coNmum) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-I018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind .Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. 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 A) Small 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08111/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 054018.01) b an iel ere P.E. Product Contr IExa finer NOA No. 7- 0.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014) and FBC 6w Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6"Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, M 4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-032Z06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. ,n r z, P.E. Product Co no E vUer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) . A. 5/16' LAMI CONSISTING OF (2) LITES OF 11B' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL14 PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEX PVB IMERIAYER (BY EASTMAN CHEMICAL COMI B. 6116' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND( .090' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA INC.) OR .0 C. 5116' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED D90' KURARAY TROSIFOL WE (BY KURARAY AMERICA, INC.) OR.D D. 7/16' LAM] CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WI' OR .OW SAFLEX"PVB INTERLAYER (BY EASTMAN CHEMICAL COM E. 7116' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND .090' KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) ORS F. 7/16' LAM) CONSISTING OF (2) LRES OF 3/16' HEAT STRENGTHENEI OR.090' SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COME G. 13116-LAM[ IG: (1) LITE OF7/8' TEMPERED GLASS, AN AIR SPACE A • .090' KURARAY TROSIFOL PVB(BY KURARAY AMERICA, INC.) ORA H. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS. AN AIR SPACE A ITE OF 118' HEAT STRENGTHENED GLASS WITH A SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) ASS WITH A SAFLEX° PVS INTERLAYER (By EASTMAN CHEMICAL COMPANY) %.090' KURARAY TROSIFOL" PVB (BY KURARAY AMERICA, INC.) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) ASS WITH A.090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) S116' LAW CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A SAPLEK'O PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 5/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE IL PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX "PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1. 13116' LAM] IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAM] CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFO�(BY KURARAYAMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 1311V LAW 10: (1) LITE OF 118' TEMPERED GLASS, AN AIRSPACE AND 7/16' I AMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL °PVB (BY KURARAV AMERICA INC.) OR .090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF3/16' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOC PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS. AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WRHA.0B0'KURARAYTR0SIFOL- BY KURARAY AMERICA. INC.) OR.C90'SAFLEX®PVH INTERLAYER (By EASTMAN CHEMICAL COMPANY) M. 13/16' LAMI 10: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5/10' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL `PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX' (111, NEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1.3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. CODES/STMDARDS USED: •2017 FLOR:DA BUILDING CODE (FBC), BTH EDITION •2014 FLORIDA BUILDING CODE (Fee), STH EDITION -AM E130D41 •ANSVAF&PA ND&2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADW2015 •AISI 910Di2 •MSC36LL10 NOA DRAWING MAP SHEET GENERAL NOTES.............I GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HOR2 SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... &11 Melellal Min. Fr Min. F. Steel Sew 92 ksi 12D ksl Eko UIU6Con!) 155 ksi 177 ksi 410 SS Elw CTeteFlex® 127.4 ksi 189.7 ksi 606345 Alun0aBn 16 ksl 22 ksl A36 Steel 38 ksi 58 ks1 Gr. 33 Steel Stud 33 ksl 45 ksl 4. ANCHORAGE: THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES: TEST REPORTS FTL4645, FTLAS46,FTLA647, FTL4648, FTL,4649, FTLA650,FTLA651,FTLA723, FTL4957, FTL4958 AND FTLS063. ANSUAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. N.VENICE.FL9d214 (sn)<ea'm CWT.WAL Its2R38 SNm4 I JIM I 1 " 11 I 4040-V `\1P I.111141� ya0T 1 LINW4f I, * �NO. SB705 I �i'•. i (�5 ••,�20RtOR: Gold ""'910NAL A. LYNN MILLER. P.E. FL P.E.B 58705 GLASS BITE 11 I I I,�' I GLASS BITE Part# Dewdpaon Material 71 Kommeaing 4SG TPS Spacer System 72 Ouanex Superlipacer n%Tvdth Hot MeR Butyl is Seettlfo Sheet for 73 IQuanex Duraeeel Spacer Male4ala 74 ICardinal)L Edge Spacer 118-ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS ti O90 PVB INTERLAYER 090 PVB INTERLAYER 1IW ANNEALED OR HEAT STRENGTHENED GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS 5/16- NOM 7/16' LAMINATED 5116" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 71-74 71-74 aE%TALLS INTERIOR 1 (ALL SECTIONS) KURARAV TROSIFOL 1/2'NOM. 1/2'NOM. PVB INTERLAYER GLASS BITE46 GLASS BITE er SAFLE% PVBINTERLAYERBY EASTMAN CHEMICAL COMPANY 70 38 70 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 7/16- LAMINATED AIR SPACE AIR SPACE 1/8-ANNEALED OR TEMPERED GLASS 1/8' TEMPERED GLASS 13/16- NOM. 13/16' NOM. 13/1( LAMI IG GLASS W/ 5/16' LAMI 86,87,88 or 92 13116" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 ALUMINUM HOT -MELT BUTYLREINFOROEMFM POLVISO �OESICCANr FILLARFA KODISPACE ,r 4SG TPS nor:, lcc�� SILICONE WIVNOM. FOAM yA1H DESICCPNT E% qv `IM. ( S SUPER n SPACER®NXT'" DURASEAL® XL EDGE'°' SPACER 8SPACER 0464w-im (£FI.OF AM, tl *9F aNmo I Full 1 2 1 11 NOTE LAMI IG OUTBOARD LITES MAY BE UPGRADED TO3/16' WITH NO CHANGE IN DESIGN PRESSURE. * No. 58705 o A. LYNN'1511=11. F FL P.E.# 58705 D 1H FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS 11 WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 6V 70" 72" 74" TABLE 1. 76" 4B" A,B,M +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 430.0 s80.0 -80.0 +80.0 -80.0 +80.0 40.0 60' A,B,M +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 •80.0 +80.0 4L0.0 t80.0 -80.0 +79.0 -79.0 62" A,B,M +80.0 4(0.0 +80.0 .80.0 +80.0 4(D.0 +80.0 10.1 +78.8 .78.0 +77.3 -77.3 +75.9 -75.1 53118" A.B,M +80.0 d0.0 +80.0 -80.0 +79.6 •79.6 +78.2 -78.2 +76.9 -76.9 1 +75.4 -76.4 +14.0 -74.0 UP T063118' C,D,E,F,G, H,I,J,K,L +80.0 4ID.0 +80.0 -BD.0 +80.0 1 -80.0 1 +80.0 1 -80.0 +80.0 -80.0 1 +80.0 1 -80.0 1 +80.0 .80.0 STANDARD VIEW S RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 60 SM- 63' 72' 74' TABLE 2. 76" 48" A,B,M +80.0 •80.0 +80.0 -S0.0 +80.0 410.0 +80.0 -60.0 f70,0 •70.0 +]0.0 •70.0 +70.0 -70.0 60'• A,B.M +BO.D -80.0 +50.0 •B0.0 +80,0 10.0 +79.9 •79.9 +70.0 -70.0 +70.0 -70.0 +70.0 62" A,B,M +80.0 •80.0 +80.0 .80,0 +80.0 -80.0 +70.9 .76.0 +70,0 -70.0 +6B.8 -88.0 +07.6 47.8 63118' A,B,M +80.0 .80.0 '+80.0 .80.0 +80.0 •80.0 +76.0 .75.0 +58.0 •68.0 +86.7 -68.7 +55.5 -5.5 UPTOS31/8" C,D,E,F,G,H,I,J,K,L +80.0 4L0.0 *80.0 -80.0 1 +60.01 40.0 1 480.0 1 .80.0 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 CUSTOM VIEWS RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3 BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH a 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE F 17118' 1 2211116' 1 283/16• 1 3331P 1 3961116" 1 4413116" W3/8" 8516i16' 53118" D,E,F,J,K.[: +80.0 •80.0 +80.0 A0.0 +80.0 491.0 +60.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - 1/8"A,.090,1/8"A) FTL4647, 4648, 4723, 4957 B.5/16-LAMI - 1/8"A,.090,1/6"HB FTL4647, 4648 C. 5/16- LAMI- 1/8"HS,.090,1/e"HS FTL-4647, 4648 D. 7/16" LAMI -(3)16'A,.09D, 3/16'A FTL4845, 4885 E.7/16" LAMI -(3/16-A,.090, 3/16'HS) FTL4645 F. 7116-LAMI - 16'HS,.090, W16'HS) FTL4645 G. 13116' LAMI I0-1/8' T, AIR SPACE, 511W LAMI- 1)8"A„OS0,1/8"A) FTL4646, 4723 H. 1311V LAMI IG - TIT T. AIR SPACE, S/16- LAM] -(1/8-A,.090,1/8-HS) FTL4646 I. 13116" LAMI IG-1/6' T. AIR SPACE, 5116" LAMI -(118•HS,.090.1/8•HS FR<846 J. 13118' LAMI IG-1/8" T, AIR SPACE. 7/16" LAMI -(311VA.090, 3116'A) FTL4649. 4650 K. 13119' LAMI IG-1/8-T, AIR SPACE, 7/16- LAM[ - (W16W.090, 3/16-HS) FTL-4649, 4650, 4958 L INIT LAMI IG-11r T, AIR SPACE, 7/16- LAMI - 3116'HS,.090, 3/16-HS FTL-4649, 4650 M. 13/16" LAMI IG -11VA, AIR SPACE, 5116' LAMI - IIWA,.090, 118"A FTL-5063 •o• MEETING RAIL HT. t 'X' -1 H •O- HT, MEETING RAIL 5�gj,S x :.H wort. p• MINUS SASH HT- HT. I MEETING RAIL j L SASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF t64.0 PSF OR LOWER AB SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILASLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 38- MAXIMUM, 4. GLASS TYPES C, G. H. AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES SB FOR ADDITIONAL OP imoT6uwo�o0voerv5 ^a'^ LIMITATIONS. x.v6xu:6,FLxxTs �� DESIGN PRESSURES C T. OF.WM.(Li98 SM00 I NTS1 3 u 11 P- 0NT LFIVV I, ( i * i N4, 58705 01. �"41"O'NALIENG`�� A. LYNN I.�iLLER. P.E. 53 7/5• MAX FLANGED WIDTH 521W MAX. I.F. WIDTH 48 51W MAX. FIXED OLD (ALL) D� I — — 75' MA%. IV MAX. I.F. A A I.F. yD--J HEI III.. ll�,HT SEE DLO �HEI�HT ITABLE 78•MAX. SEE OLD / MAX, I TABLE x SASH SEE DLO (L // MEI NT TABLE 48114• MAX. VENT DLO (ALL) DETAIL B DETAIL A VIEW (STANDARD SASH) 1/1 B E 75' 115' MAX I IF. I.F. HEI HT E-j HEI HT SEE DLOL SEE OLD TAB 0L.. TABLE O FLANGED IL FI.A HEIGHT HE xa• SASH SEE OLD TABLE X / SASH- SEE OLD TABLE X HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION. 4, SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON ATHREE OVER TWO FORMAT. CERT.Oi AUM� lLi cmmxai�eAn \ \� J� IJQJ v.r�ue ror�.c 9HI00 C� F70 76' M III .AX. 1. F i OLD C J HEI HT 9LE 0 IIL 78' MAX. FLANGED HEIGHT '.DLO IBLE 5 E DETAIL C RADIUS TOP (STANDARD SASH)- 4 • 11 1 4040,x0 1H; No. 58705 a?Cl = O •'. STATE D / r.•' �D/�: AL A. LYNN MILLER, P.E. FL P.E.O 587D5 1—2.784• —{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS, (1) W FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 MAX. 2.71W LFIXEDTE II DAYLIGHT 25 OPENING I OUTSIDE ZS 1�----MAX. FIXED LITE OAVUGHT OPENING I —MAX. WIDTH 6 SECTION A -A OIIfSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 23 MAX { 47 50 HEIGHT 21 p 48 OUTSIDE VENT DAYLIGHT SECTION B-B (LOW SILL SHOWN) HIGH �kA I SILL 2. 30 LOW SI L 49 HIGHSILL 48 LOW SILL HEAD 1 DL I (LOW SILL) SEE NOTES ABOVE ULTRALIFT 12 ONLY CERT.OFAUI MM (HIGH SILL) 54 ULTRALIFT 12 ONLY sx7aa 5 + 11 1 4040-20 * ? NO.5870S ' A. LYNN MILLER, P.E. FL P.E.# 58705 aml DWGD I DESCRIPTION PGD1 1 4002A FLANGE FRAME HEAD 612225 2 1155 108 X 1.000 QUAD PIN. SMS 7811OA 3 4003C IFLANCE FRAME SILL(LOWSILL) 612226 5 1628 JADHESNE OPEN CELL FOAM PAD 7PAD1628 6 4004 IFLANGE FRAME JAMS 612227 7 4025 SPSH STOP 012244 6 4025 SPSH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/6'. 5/B", OR 11116" 10 1080 BAIANCECOVER,3/8"OR518" GBALCVRO16 11 48 X.760 PH. PN. SMS 7834AA 12 1 BALANCE BOTTOM BRACKET 7BALTBKT 13 1005/1086 SASH TOP GUIDE 42604 15 198 X7 PHILLIPS FLAT HEAD S. STL 78XIFPAX 16 1080-7 BALANCE COVER. 11116" 6BALCIA670 17 4053 SASH STOP COVER 84053 18 4029-1 ISASH BRACKET 7ULBRKT 18 1#&32 X1? LG, PH. FH. THE F S. STL 7832X12FPFX 21 4054C JFVED MEETING RAIL 64054C 23 4006C SPSX TOP RP1L 64006 25 1235 IWSTP...170 X.270 BACK, FIN SEAL 67S16G 28 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SNS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL 612230 30 1226 WSTP.,BULBMNYL 6TP249 31 4008 SASH SIDE RPIL 612231 74 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK3M2'X25B4'X1' 71622K 38 1052 LAM IG SETTING BLOCK I' X3WX1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) BTP248K 41 4039B GLAZING BEAD, 5/16 LAU GLASS. 84WB8 42 40448 GLAZING BEAD, 5/16 LAM W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM 64222 45 9850 GLAZING BEAD, 7116"LAM WBGRILL KIT 6985 46 4067 GLAZING BEAD, 13116" LAM I.G. 64087 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAM& LF. LOW SILL 64072 a9 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 ISILL LATCH EGRESS LOWSILL) 764009 53 1088 1 SPRING, SILL LATCH EGRESS 7SPRNG 54 2740 SILL LATCH (EG (HIGH SILL) 62740 55 1014 -EBB) SCREEN FRAME(HOR. B VER.) 81014 66 1630 SCREEN CORNER KEYWIRINGS 71630 57 1631 SCREEN CORNER KEYIMOUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DI&FOAM 81824K N. VEMCE, FL 5 (041) 4W100 CENT. OF RIIM. N REM DWG# D6CfOPTION PGT# 80 1636 SCREEN SPLINE-.135 DIA HARD 61635K et SCREEN CLOTH 61816 63 505 GLAZING CHANNEL(.688 X.500) 6533402 64 1161 #6 X 1.000 PH, BUGLE TEK 706XI 67 GLAZING TAPE, 1/10 X172-716 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW791,899,995 OR GE 7700 80 A GLASS, 5116' LAM, (118"A.090 PVB,1/8" 81 B. GLASS, 5/16"LAM]. 1/8-A.090 PVB,1W'HS) 82 C. GLASS, SAW LAM, 0B'HS,090 PVB.I WKS 83 D. GLASS, 7/16" LAM, (3116 A.090 PVB,311B9p 84 EGLASS, 7/16-LAM. 3/16'A.090 PVB,3/16919 85 F. GLASS. 7H6'LAMI, 3N6'HS,.090 PVB,3/16'HS 86 G. GLASS, 13/16"LAW IG;i/8T. AIR SPACE, 5/16- LAM, (1/8"A.090 PVB,7B' 67 H. GLASS, 13/16'LAM IG; WT. AIR SPACE, 5/16-LM9,(118"A.090 PVB.1/8"HS) 88 I. GLASS, 13/16" LAM IG; I18T, NR SPACE, 5/16- LMN, i/B'HS,.090 FM ,IM"HS) 69 J. GLASS, 13/16" LAM IG; 1/8T, NR SPACE, 7H6' LAM. 3116"A.090 PVB,3/1V 90 K GLASS, 13/16" LAM 10; WT. AIR SPACE, 7/16" LAM, (3N6" .090 PVB,3H8'HS 91 L. GLASS, 13116" LAM IG; 1/87, AIR SPACE, 7116- LAM, (3/16Ri S,.09D PV$3N 6"HS 92 M. GLASS, 13116" LAW IG; 1/8"A AIR SPACE, 5/18"LMA, IMP, 090 PVB,11V' � 2.1&1 1. 30 O6 47 FRAME I.F. HEAD #4077A. 608&T8 48 FRAME, I.F. LOW SILL 114072& 6063-TB OFRAME, I.F. JAMB` 5D #4074B, 6083-T6 _ * i No.58705 (USED AS RADIUS TOP HEAD) _ a aNAro I NTS 1 6• 11 1_ 4040,20 1 G I FL I.F. FRAME SEALANTALONGENTIREJOINT 1 or 47 2 O�LF. FRAME I II (-�2.784--{ .062 �I 36 I 2.630 D 1.363 I .ofiz 6 or 50 OJFLA—NGE #4002A, 60MEH EAD ^2.784-1 1 749 O FLANGE FRAME SILL (LOW) #4003C, 6063T6 1 1.513+{ �.7 L127136 0 062 .490 040 062 I--1.451-1T FLANGE FRAME JAMB O #40sSA s, os3OP 17 S#40s530830VER O #40D4, 6083T5 - (USED AS RADIUS TOP HEAD) #—i 1.342.081 RAIL 21 FIXED MEETING #4054A. 6063HD-TB® 1�-2.279— 1 � �7 .082 23 SASH TOP RAIL #4006C, 6063HS-T6 H�2.784 �I 69 FLANGE FRAME SILL (HIGH) #4050A. 6D63-T6 I�--2.328--1 2.638 .062— — Il I-2.328—MI 1.97TI 9 E WELD ALONG or eoss (2) SEALANT OR GASKET 1v I AT HEAD AND SILL I VIEW D-D VIEW E-E (1/1 8 VIEW HEAD 8 SILL. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) _ FRAME CORNER CONSTRUCTION _ — .878 1.096 6666��LL--ALL—I—T 662 1'349 GLAZING BEAD, 6116" 1 41 #403913, 6003T5 28 SASH BOTTOM RAIL(LOW) #4007, 6083T5 050 1 [.678 1.096 666666—IriL��--)iL��T O GLAZING BEAD17/16" #4222,6063T5 31 SASH SIDE RAIL tf4008,6063-TS 68 SASH BOTTOM RAIL (HIGH) 714D51A, fi0fi3T6 N. VENM. MM.'' MI; 4MIM0 .050-- l 678 — 1.1151 1 45 GLAZING BEAD, 7116" #985C, 6063-T5 (USED W/ GRILL KIT) SH700 678 os0 1—T 42 GLAZING BEAD, 5/16" 94044B, 6063T5 (USED W/ GRILL KIT) I e. :aro"om r?d21 J— .683 .050 N~roY."am' peo4ua[.m o I 1.097 rprr GLAZING BEAD 13/16" IG 6 .... .`"aoNY LYNIV .'' UGENgF ••, ((� i #4087, 6063T5 TD . ku1�•i7�, %0.o'••. TEo RAME CORNER DETAIL S/O//yypp�� A. C'MP11{11[I6R)b.E. FL P.E.# 58705 ING WINDOW, IMPACT a.."w 7 + 11 404040 G ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABS � WINDOW HEIGHT SUBSTRATE: 28.803 1 39.603 40.613 48.603 526D3 58.603 64.603 78.000 Ngogrv�O•-�ONOazO`ZO ryO�ZO`pmNO�p`p NO�p `ONO�O`O NO�O`O NO��O`Q G LASS WIN WANCHOR O O O U U U U U Q U u U c1 0 O U WIDTH TYPE 5 C,D,E FG, 1 1 2 11119.125 2i2 3 3 H,I,J,KL 1�2 1 7 1'2 1; 1 1 2 2!2 112 2i2 2-2 2T2 2!2 2 2i2 2�'2 2 2 2r2 $2 212 22 2'2 213 ,�..._.�_._._... 1!1 111 1% 1;11 2 2,2 112 2 2 2 2 _.,...112 2!2 212 2,2 2I2 2 2 212 2-2 212 2.2 2{2 2;2 2i3 2I21H,4J,K,L 1(2 1:1 ]22 1;2 1�2 112 2;2 1,2 2i2 2'2 2'!2 212 2;2 2 2 212 2i3 212 2i2 2f3 2I2 2i3 313 2i2 31324.000 1 1 1111111 _—__ .___ .__... 11111 .. _r....I_ ..— .T_ 1 _ __- .. 1__� _ _.__,.AB,NI 313C,D,E,F,G, �12 1i1 112 1!2 112 2i2 1�2 2i2 2i2 2�2 2 2 2,2 2'2 2,2 213 2T2 2I2 2!3 212 2T3 3i32i2 1 1 1H,I,J,'4 1111 1 1 ____.._r 1 1 1 1 ._...r.,_.. 2 1 1 2 1 1 2 1 1 112 112 ...5_ 213 _-j221 112 212 2 3 112 ._. 2 3 213 2(2 2(3 2 3 2I2 2I3 313 212 3j3 3i4 3 2 33 3 4 313 4 4i432.000111111BM.._._..._..__,-__...._.._�..___,._1'2 112 2 3 1'2 2I2 2i3 1'2 2 3 2�3 2 2 2 3 2! 213 213 3 3 2 2 3 3 3i4 3 2 3i3 314 3'3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,4J,KL 2'2 1{2 2 2 213 1 2 2;3 -2 3 2i2 2T3 2i3 212 2'3 2T3 2T3 2�3 3�4 2T3 3T3 314 3 3 3'4 3i5 3 3 d4 37.000 1 1 ... 1 1 1 1 2 ......1 1 1 2 __ 1 2 2 ._.. 1 .. :. 2 ... 2 .. 1 .... 2 2 1 2 2 .... _. 1 .. ... 2 ABM -.. 22 1�2 i.. 2;2 2'3 1'2 2i3 2;3 2;2 2�3 213 2i2 2I3 2,3 2;3 2i3 3j4 2i3 3'3 3T4 3i3 3i4 3'S 313 bib PSF 79 i C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 40.000 H,LJ,KL 2 2 1 2 2T2 2I3 2i2 2.3 2j3 2'2 2 3 2�3 213 2�3 214 213 313 3iq 2j3 3i4 3!5 33 3i4 4i5 3 3 4i4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 1 2 22 2)3 2,2 213 2i3 2i2 213 2;3 2i3 213 214 2i3 3t3 3i4 213 3T4 3i5 313 314 4I5 3.13 414 PSF 79 C,D,EF,G, 2 2 2 2, 2., 2 2.._2 2 2 2 2 2 2--2.-2 2_ __2 2 2 2 2 2 44.000 H,4J,K,L 2 2 2i2 2 2 213 212 2�3 2.3 212 3I3 214 2I3 3�3 .2 34 2�3 3I3 314 2T3 31.4 315 3 3 31,4 45 3.4 415 ABM 2 2 2 2 .._._ 2'2 2 2 2 2 ..... 2j3 2 ... 2,2 2 2;3 2 .1_.. 2 3 2 ,..._ 2I2 2 3,3 2 ..f-_ 2'.4 2 _:.. 2'3 2 ... 3`3 2 .- 34 2 2'3 2 ... 3 3 2 _.._ 3i4 2 .. 2'3 2 3,4 _ 2 3I5 2 3 3 2-, 3'4 2_ 45 ,2 3;4 2 415 PSF 79 79 C,D,E,F,G, 2 2t22 2 2 2 2 2 2 2 2 _ 2 2 _... 2 _ _ _ . 2 3 2 ___...__ 2 _ 3 2 '3! 2 48.000 H,4J,K,L 2 2 2:2 _2 213 ...__....__ 2'2 2i3 __.- 3i4 _ 23 Ti3 3',4 213 r 314 ..___ 8;4 ___. 23 3T4 3�6 3'3 � 34 ..._ 315 33 45 ,.. 4!6 314 5i5 ABM 2 2 2 2 .._._._..__ i- 2 213 2 212 2 _— 2 3 2 _.. _. 314 2 _. _. 213 2 — 3 3 2 __. 3;4 2 _ f_. 2,3 2 __ 314 2 __. 3 4 2 _ __ 2f3 2 _ 3i4 2 3i5 2 ___. 3 3 2 _.,_ 3;4 3 , . 315 2 __, 313 2 ___ 415 3 bib 2 _.,_. 314 2 _.._. 515 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 _., .. 2 2 __. 2 _.__ 2 2 __... 2 2 ... 3 __ 2 . _ 2 ._.._,._..... 3 2 2 _.. 3 ... 2 3 3 2 3_ 63.125 H,I,J K,L 2 2 2;2 2 2 2 3 2i2 23 3;4 2 3 3f4 3;4 2�3 3 4 3.4 3-3 3I4 315 3'3 4,4 8 3:4 4 5 4 6 3,4 5i6 ARM 2 2 2 2 2 2 2 2 3 2 22 2 2.3 2 3i4 2 2'3 2 3 4 2 3 4 231.2 213 3 4 3 3!4 2 3i3 2 3i4 3 3i5 2 313 2 44 14i 3 4',5 2 3 3 2 4 5 3 46 2 3!4 3 4i5 ,v. aW.OFAIM.R a4m 1. ANCHOR TYPES: 1-114-ELCO ULTRACONS OR 912 SCREWS INTO METAL 2 -114' ELCO SS4 CRETE-FLEX 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - 1S 1/2' MAX. FROM TOP CORNERS JAMBS - 17 10 MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX PSF (DP LURED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAL .^�RODUCf KBVIS£D JAMB BELOW amplv;'samu..F "_ MTG. RAIL owmmpco4:. YGUG30.I IF ULL OP HEAD 2 61. mbn' ,xa.4,el JANB ABOVE 2) 3 11 Ny LY aaMh MfG. RAIL JAMB BELOW �;'JCD+3c MTG. RAIL QF No. SEE TABLE 1 FOR _ rt i 58705 FULL DP =9 tl(� sNmu I AITS 1 8 • 11 1 4040-20 A ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6, ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114-ELCO ULTRACONS OR pit WNDOW HEIGHT SCREWS INTO METAL SUBSTRATE: ANCHOR TYPE. 2-1/4' ELCO SS4 CRETE-FLEX 3-p125CREWs 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD- 18112'MAX. FROM TOP CORNERS JAMBS- 17112'MAX. FROM TOP CORNERS 1V MAX. FROM BOTTOM CORNERS 6-MAX. BELOW MTG. RAIL SILL- ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1-LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITHA BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 29.655 37.155 44.655 1 52.155 1 59.655 67.155 74,655 76.000 o NON flj U O� U .L.1 ONON U o $ U O� U U omgUg U O �j U N O U U ON U O U NO'O U U U LI �i pUQN S U U U ONp0N U o $ U O� U U O U o N{0JNO�ON $ U U U U O gUNO�O $ U U U U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, ,D,E,K,L 1 _ _ iT1 1 __. 1 1 1 _. T_ 1,1 1 __._ 212 1 .___ 2'1 1 _..._ 2 2 1 _ _._ 2,2 1 .r 2 1 1 .__ 2;2 1 _ _. 2`2 1 _1_ 2:2 1 _T._ 2,2 1 _.t. 2 2 1 _...�-..__ 212 1 2�2 1 T.... 212 1 212 1 .._ 2i2 1 _.i_. 3.2 1 _ 1 _ 2,2 1 _T_ 3,2 1 __.. 3,2 1 _r 2,2 1 .., 3;2 A,B,M 1 -7_. 111 1 ___. 1,1 1 _.._... 111 1 1 2.2 1 _ 2i1 1 212 .__ Q 1 .�.- Q 1 _� 212 1 —,_ 212 1 __._ 2i2 1 ,_ 212 1 . _ 212 _ 1 2i2 1 _._ 22 _. 1 2i2 1 _. __ 2!2 1 __ 2i2 1 ,__ 312 1 __ . 2'2 1 �_ 3:2 1 _— 312 1 _ ,_ 2'2 1 _ 312 Sid 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1T1 1 111 1 212 1 1 1 1 2!2 ,1 2;2 1 2;2 1 2!2 1 212 1 2�2 1 212 1 2i2 1 2i2 1 3i2 1 312 1 2i2 _1 3i2 1 3-t2 1 2r2 1 3'2 1 3i2 1 2 2 1 312 A,B,M 1 1 1 1 _1 _ 1i1 1 __.._ 111 1 .. _. 212 1 _.,_. 1'1 1 ____ 252 1 .�_ 2,2 1 _— 2I2 1 _1_ 2,2 1 _.�_. 2;2 1 _ .. 2 2 1 _T_ 2,2 1 _.... 2!2 1 _,._. 2!2 1 ._1_. 3,2 1 . 1.. 3i2 1 _r 22 1 __ 3.2 _ 1 3�2 1 .._ 2i2 1 _._ 312 1 _. _ 3f2 1 2:2 1 __ 312 32.000 PSF 68 77 C,D,E,F,G, -H,I,J,K,L 1 1 1 1 11-1 1 1 1 1 2'I2 1 2j2 1 2 2 1. 2 3 t.. 2i2 1 2 2 2 3!3 1 2i2 1 3,3 2 313 1 3?2 1 3'3 i 3i3 1 2 2 1 33 1 413 1 3 2 1 413 1 4r3 1 32 1 43 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 3�3 1 212 1 3�3 1 4i3 i 3r2 1 413 1 4!3 1 3i2 1 4;3 1 1 11 1 1 2 2 2I2 22 2!3 212 212 3:3 22 3i3 3i3 312 313 SIZE AND GLASS TYPE MAXIMUM DESIGN SS AVAILABLE.SURE FOR RESPECTIVE 8. BE NOTE 4, SHEET 11 FOR METALSUBSTRATE PSF 59 67 79 C.D,E,F,G, 1 1 1 2 1R _2 _7 2 2 i ___.._..._._.. 2 2 1 2 2 1 2 2 _... 1 _.._._ 2_ 2 ._..._.._.._ 1 2 37.000 H,I,J,K,L 1 1 -111 11E, 2 2 2i2 213 2i2 2f3 313 2!2 3;3 313 3i3 4'-3 3'3 3.2 3i3 413 32 4�3 4'4 3•.'2 4'3 REQUIREMENTS. A,B,M 1 1 1 1 1;1 1 t 1 2 2 2 1 212 2 2j3 1 212 2 2'13 2 3I3 1 212 _2 3i3 2 3i3 1 313 2 4.3 2 313 1 3i2 2 313 2 4 3 1 312 _2 4i3 2 4:4 1 312 2 bi3 PSF 54 79 62 79 40.000 C,o,E,F,G, N,LJ,K,L 2 1 1 2 1 1 2 1 1 2. 2 2 2 2 2 2 2'2 2 213 _.2_ 2I2 _ 2_ 3I3 _2 313 2 2 2 2 3I3 2 4i3 2 3�3 2 4I3 2 313 2 3i3 2 4':3 2 414 2 3T3 2 4j3 2 414 2 33 2 513 TABLE KEY: 1dA)(. PSF (DP LIMffED) 117 HEAD 3 JMB ABOVE 3 3 MTG. RNL FafiDilC1'REViS® JANB BELOW so,npyMs wlmm.FM& MTG. RAIL pN,40D,,6Z JN4B ABOVE 2!2 MTG. RNL �.%``�NY JANE BELOWta. .... MTG. RAIL ` No 5870.5 .P " SEE TABLE 2 FOR FULLDP - --p ' - A 1 , s p '• ST TE D VIEW %"PCs G IMPACT ''OSIONppII� >r "I, mwe.. A LYNNiMILLER, P.E. 404620 G FLP.E.p58705 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 212 2 2 2 2 2T3 2 212 2 3�3 2 3{3 2 212 2 313 2 c3- 2 3r3 2 4'3 2 3i3 2 3 3 2 4j3 2 4T4 2 3.3 2 413 2 4i4 2 3I9 2 513 44.000 PSF 49 79 56 79 79 C,D,E,F,G, 2 1 1 2 1 1 2 1 1 2 2 2 2 2i2 2 2 2 2 3;3 2 212 2 3 3 2 3:4 2 2�3 2 3�3 2 414 2 3 3 2 4 3 2 4 4 2 3 3 2 4.3 2 414 2 3I3 2 4 3 2 4!4 2 3,3 2 5!4 2 1 1 2 1 1 2 1 1 2 2 2 2 2(2 2 2 2 _2 313 _2 2i2 2 3 3 2 3;4 2 2�3 2 3:3 2 4:4 2 3 3 2 4,3 2 4:4 2 3i3 2 4:3 2 474 2 33 _2 4-i3 2 4''4 2 3;3 2 5'4 PSF 45 74 61 74 79 79 C,O,E,F,G, H,I,J,K,L 2 1 t 2 t t 2 t t 2 2 2 2 2'2 2 2 2 2 3 3 2 2j2 2 3.33:43�3 2 2 2 3�3 3 4 4 2 3 3 2 4 4 2 4;4 2 3 3 2 4:4 3 4 4 2 4 3 232 5.4 4!4 413 514Dr2 2g8.00p A.B.M 4 1 2 1 1 2 1 1 2 2 2 2 2'2 2 2 2 2 3 3 2 2�2 2 3!3 22 - 3;4 3�3 2 3!3 3 414 '2 - 3`3 2 4'4 _2 4 4 2 313 2 - 4A 3 4 4 2 4T3 2 5;4 3 4i4 2 4:3 2 5I4 63.125 PSF 41 67 46 67 76 79 c,D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2'2 2 2 2 3 3 3 2 -7 2 313 3 4`4 2 3�3 3 4 4 3 4:4 2 3 3 3 4 4 3 4 4 2 3 3 3 4��4 3 5 5 2 4 3 3 5'4 3 5 5 2 4 3 3 5'4 A.B.M 2 1 1 2 11 2 1 1 2 2 2 _..._. 2 2 2':2 2 2 3 2 2 _7 3 3 3.3 3.3 3 _. 4.4 2 3 ... 3i3 414 f Wo1EGNDLoOr a.ro nEjo� c .OFAUW.r caF.xmnevm rous::acwc 3 2 3 ._,-- ...1 .. 4i4 3 3 4 4 oawe s 3 2 2 _... -. 4'.4 3 3 4 4 °��" ® 3 2 3 .,.. I .._ 5,4 4 3 5.4 ANCHORAGE 3 2 3 ...... ,-: . ,_. 514 4;3 5.4 SPACING STANDARD ALUM. SINGLE HUNG WINDOW, JR mil D ND CHANGES TMSSHEET. gppp NTS 9 > 11 e,: F.K. 1]/hA4 JJ. 2/1S•D7 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. SUBSTRATE: 17.125 22.688 28.211 93.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: ❑ .0 NN❑ > U Z-z�'+(5O� U 8"T>N0 ❑ U z_zCo O ON�N❑ ❑ U Z,Z.Op U Oci ❑ U Z"Z�Op� 0 U ON�i ❑ U Z�-Zmo ",❑ U OONp"❑ ❑ O Z—z-O U gels ❑ U z-z.o 0 U UNs"❑ ❑ U z_z U 0 W WWIDOH GLASS TYPE 19,125 OE FA 1 1 i i 1 1 1 2 t 2 1 2 1 2 7 2 1 2 1 2 2 3 1 2 1L 3 3 2 33 324.000 D.E,F,J 1 1 1 1 1 t 1 2 1 2 1 2 1 2 1 2 7 -2 1 2 J23 1 3 t 1 3 1 ...2 11 3 3- 3 3 1 9 9 1K,L 4 32000 D,E,F,J, K,L 1 1 1 ,.j 1 { 1 2 1 p 1 29p.. 2 1 1 3 2 3 11 3 4 3 t..._..,.- 4 4 3 4 5 .,3, 5 PSF 79 37.000 D, E.F,J, K,L 1 �_ 1 .�. 1 7 2 p 1 p. 2 2 3. 1 2 2 _3. 2 3.. 1 .3 2 4. 2 . 9 1 3 2 9 2 4._ 1 .3 2 4 2 4 11. 4 2 5 2 5.. 1 4, 2 5. 2 PSF 79[79 79 79 40.000 D.E.F,J. K,L 2 'j"� 2 2 1 2 2. 2 2 38 2 2 3 2 4 2 34 2 2 4 2 9 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 e 2 PSF 79 76 77 79 79 79 44.ODO D,E,F,J. K,L 2 1 2 ...1... 2 2 2 2 2 3 2 9 2 4 2 4 2 4 2 4 2 3 2 5 2 43 2 2 5 2 5 2 4 2 5 2 5 2 4 2 5PSF 12 2 3 78 79 70 79 71 79 73 D.E.F.J. 2 2 2 2 2 2 2 2 2 54 2 2 5 3 ... 5 2 4 2 8 3 5 2 4 2 8 3 6 2 5 2 .K,L 6PSF 1 1 1 2 2 9 83 71 79 63 79 64 74 66 j 17648.000 69 53.125 D.E,F,J, 2 2 2 2 2 2 3 2 3 2 3 332 ..5 -4_._5 .6. -.5- 3 3 6.. 2 .5...7 3 3 6.. 2 5 3K1 7 12 2 2 3 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE: 12.776 - 15.776 18,776 21.776 24.778 27.776 30.776 31.106 ANCHORTYPE. ❑ O u z O z ❑ �± O o N z a" o z ❑ n o" u z 3 ,. Pe a" ❑ u �? oyo U a o o yi u z D' M o" a z s O z s 19.125 1 1 1 2 1 2 2 1 2 U 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40,000 2 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 68 78 44.000 2 1 2 1 2 2 2 2 3 2 3 3 3 3 4 1 3 1 3 4 1 3 1 4 5 3 4 5 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 58 68 72 53.125 - _2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 CEAT. OF AUTH,w ANCHORAGE NOTES: 1, ANCHOR TYPES: 1 -1/4- ELCO ULTRACONS OR 612 SCREWS INTO METAL 2 -1/4' ELCO SS4 CRETE-FLEX 3 -412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 1S VT MAX. FROM CORNERS JAMSS - 17 1/2' MAX. FROM TOP CORNERS 111/2' MAX. ABOVE THE MEETING RAIL 6-MAX. BELOW MTG. RAIL 16- MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518' MIN. TO 38' MAX. 5, TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LESS. 8. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MAX. PSF SEE TABLE 3 FOR (DP UNITED) 112 FULL OP HEAD 2 JAMS ABOVE 2 MfG. RAIL (FULL DP) HEAD 2 JAMB ABOVE ...4 MTG. RAIL TABLE 8. KEY: MAX. PSF (DP LIMITED I 1 22 JAMB BELOW 2 MTG. RAIL LFULL DP) JAMB BELOW 2 ?:' MTG. RAIL No. 58705 SEE TABLE 3 FOR FULLDP =-m ww I NTB1 10 d 11 1 404020 NOTES: aEXTERIOR INTERIOR N CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY 1-N. EDGE ( ALL HEAD AND SILL DETAILS) FOR APPROVED I/4• ELCO ULTRACONS OR I/4' $84 CRETE-FLEX. MINIMUM DISTANCE FROM (ULTRACON ANCHOR) CON (SEE NOTEWOOD 2 & 3 (SEE NOTE 2 8 3) CONCRETE EDGE IS 13/4' FOR INTO GONG, 2-1@° E.O. FOR ANCHOR 2.1Y1' MIN. EDGE CONCRETE ANCHOR 2x WOOD BUCK CRETEFLEX AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. ULTRACONS CM (CRETEFLEX ANCHOR) SEE NOTE 1 8 3 ) (BEE NOTE 3) 1' MIN. EDGE 2. FOR W000 APPLICATIONS IN MIAMI-DADE COUNTY, USE STEEL SCREWS (GS), FOR WOOD 1#12W CRETEFLEX FOR DETAILS B S D OR D.1 COMMON NAILS NL CM 3,35 KSI MIN. CONCRETE ,, IN MO COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED S-0 Z ( N NAIL , TYPE EE DE PENNY SS ZINC COATED IS SHEET) ONLY DETAILS E, F AND O THIS SHEET) ONLY 1 3/4' MIN. (SEE ( WHORE 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS OPTIONAL ixWO •' o TOTALTHICKNESS IS LESS THAN WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE D BUCK- C"� r L MIN. INSTALLED CONCRETE CMU. WOOD ARE —_. DIRECTLY T OIR COATION (SEE NOTE 3) BUCKSCTED FWOOKS TO SUBSTRATE TO 1 1R' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE �— 1112*THIC GREAT R, INS ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 114• 1/4-. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF MAX MA% 6063-T5 AND A MINIMUM OF I/8°THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, SHIM SHIM MATERIAL SHALL BEA MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045- DETAIL A DETAIL B THE A THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 1-1/4• MIN. EDGE (CMU) 1-3/4' MIN. EDGE (ULTRACON INTO CONIC.) r212'MIN.EDE(ULTJCRETEFLEX INTO CMU SCRETEFLE%INTO CONIC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1-3/4'MIN. EDGE(CONC.)� �71�'I I 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4'MAX.SHIM V TJ9_1�(� �I 13re° MIN. L- 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS. 7,MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO I!!n\I•��:�.' 1/4'MAX. SHIM I n —{ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE T:�7Q CNCRETE ANCHORFH BELOWMEETING RAIL(SEE NOTE2)35 KSIMIN. CONCRETE ft15KSIMIN. CMUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1-MIMEDGE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERRIOR v 1/4' S/8"MIN. EDGE 2-if2' EMBEDMENT MAX. n SHIM II --WOOD FRAME =� .131" DIA MIN. x 2 Ur NAIL, AT CORNERS AND 6' O.C. 2-1/2' FRAME 131"DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5- O.C. d 1/8' MIN. EDGE . DIA.MIN. x 2 x 2 1/2' NAIL, MAX. AT NERS SHIM O.C. AND S'O.C. 5" DETAIL F (HEAD) DETAIL E. (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1MTHOOORV IC� CERT:OR DETAIL G (SILL) sera I NTS 1 11 a 11 1/4' MAX. SHIM EDGE - PRODUVRtvrsno amnRiyirt¢wi4,we FlmwW i a�im� oww l -0 0'0$ v - E.FIm6or.bae 1 7D21 FAME gy Minn, aJe Peoduu W lil rrlr NN4fy �x7aONY... Q 4T P a •. 6 EOOF �C,CC'. STA F (U �'�SYONAEaG�1 L�t1 IMPACT 1a I1 A. LVNN L�ILLER, P.E. �4040.20 G FL P.E.#58705 SCANNED By St. Luce County MIAMI.M 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.miamldade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "BR-710" Aluminum Horizontal Rolling Window— L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Wmdow, Impact', sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, 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# 16-0714.13 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. NOA No. 17-0411.06 Expiration Date: December 21, 2021 K31 �s� Approval Date: August 31, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAVRNGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOAAIs No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, 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 Edgen' 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.16-0714.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 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 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo. 06-0405.06) orge At. Plasencia, P.E. Pro#fict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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) CycIic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014) and FBC-6'h Edition (2017), dated 03/31/17 and revised on 07/28/17, 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. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014) and FBC- 6th Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. 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. (Submitted under previous NOA No. 16-0 714.13) rge M. Plasencia, P.E. . c Pro t Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 3l, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13; issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21/21. orge M. Plasencia, P.E. Pr uet Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)., A 5116' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.CSY PVB INTERLAYER. B. 5/16' LAM] CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' PV13 INTERLAYER, C. 5116' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER, D. 7/1W LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A.097 PVB INTERLAYER. E. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/1W HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. F. 7116' LAM[ CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. G. 13/18' LAMI 10: (1) LITE OF 1/8' OR 3116'ANNEALED (MIN.) GLASS, 6/16' OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8°ANNEALED GLASS WITH A.000' PVB INTERLAYER H. 1311V LAM] 10:(1) LITE OF 11W OR 3/16' ANNEALED (MIN.) GLASS, 5/10' OR 3/8' AIRSPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER 1. 13/16' LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, WI 6" OR 3/8" AIR SPACE AND 5/18' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.OSO" PVB INTERLAYER. J. 13116' LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3f16' OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A.ODO' PVS INTERLAYER. K 13/16' LAMI 10: (1) LITE OF 1/8' OR 3/1 WANNEALED (MIN.) GLASS, 311ti' OR 1/4' AIR SPACE AND 716' LAM[ CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. L 1311W LAMI 10: (1) LITE OF 11W OR 3/18' ANNEALED (MIN.) GLASS, 311W OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH A.GBO' PVB INTERLAYER. IMPACT MiINO DESIGNPRESSURERATING IAROE 89MALL M99I11 WPACTRE915TANTI VARIESPEROPMONS. SEE SHEETS A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO, 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND IFTL6330. ELCO ULTRACON NONS ANSVAFBPA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZA13OVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DPAND ANCHOR QUANTITY REMAIN UNCHANGED. TART F 4 Anchor Group AnchorType Fmmo Member Substrate Min. Edge Distance Min. O.C. Dldenee Min. Embedmentor Metal Thicknem A (gin. Nf3 threads beyond metal substrate) All oUthem P ne G - .55) 9116' 7/B" 6003.T5 Aluminum WB- 9/le, 1/s, A38 Steel a Or. 33 Steel Stud 3/8" 9/18" 0.045" 18 Go) 8 1/4- Elco UltreCon® Jamb HClloa Block STM C90) I -TV S. U1/4" All Concrete min. Z85 kal 1' 4' I-W Ali Southern Pins SG=0.55 1' 1' 1.318" IW 410 SS Site CMtaFlen® All Southern Plno SO=0. 1' 1' 1.318' C 1/4- 410 SS EeD CreteFlex® Jamb Hall=Block STM COD 2.1/7 8' 1-1/4" All Concrete (min. 3.35 led 2-1/2" 4° 1.374' TABLE 2: Malarial n. Fc Steel Scm MW EIcd UladeN n 0 7 Mi 41088E1ea CadeRetS .7 MI qkla ODWT6 Aluminum 6NETBAlwk.m MI A36steel $MI Gr, 33 Steel Stud MI 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE. CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODESISTANDARDSUSED: -20/7FLORIDA BURDING CODE (FBC1. 8TH EDITION -2014FLORIDABUILI CODE re ,BiHmmCN -ASTM E13ODOD -AN8VAFAPA NDSG015 FORWOOD WMP71UC N -ALUMINUM DESIGN MANUALADM2N18 -AISI SIM12 -NSC900.lo NOA DRAWING MAP SHEET GENERAL NOTES ............. I GLAZING DETAILS............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS,,.......... 4 CORNER DETAIL .............. 4 PARTS LIST..,.................... 6 EXTRUSIONS ................... 6 INSTALLATION.:................ 7 DESIGN PRESSURES—....8 ANCHOR QUANTITY ........ 941 PRODUCT REVISED pl g with the Flodda Building doe No". 17.041-1.06 Erpirauon Data 12121/2021 aEXTERIOR INTERIOR[ (ALL SECTIONS) 13116• LAMI IG GLASS W/ S/16' LAMI GLASS TYPES: A. 511W LAMI - (1/B' A,.DW PVB, 118"A) B. 5/10' LPMI.018' A,.090' PVB,1/8' HS) C. 5/16- LAMI . (i/8' HS,.OW PVB, IIW HS) D. 7/18' LAMI - (3/16-A,.09O' PVB, 3116'A) E.7/16' LAMI-(3116'A,.G90' PVB, 3)78' HS) F.7/16- LAMI-(3/16' HS,.090- PVB.3116' HS) G. 13/18' LAMI IG -1/8" ORWW A (MIN.), 5116- OR H. 13/16' LAMI IG -1/9' OR 3/16' A (MIN.), 6116' OR I. 13116' LAMI 10 -1/8' OR W18' A (MIN.), 5116" OR J. I VIO' LAM[ 10-1/9' OR 3/16" A(MIN.). WIW OR' K. 13/16- LAM] 10 -118' OR 3/1W A (MIN.), 311V OR L 1aflW LAMI IG-1/e•0R 3116'A(MIN.), 3/16.OF FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR OUANTRY REMAIN UNCHANGED. VB' = KURARAY TROSIFOLB PVB INTERLAYER 1/2- NOM. GLASS BITE Ire° DR 9116' P1di EAD:D OR TEMPERED G1A48 19n6'NDN. 13/16' LAM] IG GLASS W/ 7HB' LAMI 5/16' LAMI -(1/8' A,.ODO' P1/B, 1/8' A) 6118' LAMI -(118' A.090' PVB, 1/8' HS) fill6' LAMI -(1/8" HS,.090' PVB, 118' HS) 7/16" LAMI -(3N6' A,.090' PVB, 3116- A) 7/16' LAMI-(3116-A,.G90', 311V HS) 7/16" LAMI-(3116" HS,.090', 311 V HS) STRUO111 �mYI50BU ME WITH DF9ICCANr KODISPACE 4SG TPS smum m 6WCONE NOM. FOAM W" DESICCANT EX7. GLASS GLASS W . SUPER SPACER®NXT'" 5/i6'NOM. BBIYLB 9RICONE DESICCAM ROLL-FORAIED FOAM STANUESS STEEL EKr. GV S FM.GLASS IW. GLASS INT. GLAGS DURASEAL(D XLEDGETN ET SPACER OSPACER PartOI Dewdp6on Material 85 KommaBing 4SG TPS SPaoef System 66 OwhaX Super 8paeef n)(Twilh Not Melt Butyl See this Sheet for 87 DuaneX Du2seal Spam Materials 88 Cardinal)L Edge Spacer nnencnm iw,, un,w r,— "oeaoa— PRODUCT RMSED as mmPryDdn With Umt Flarida "aiding Gee 'GA -Ka. 17-0411.06 Expiration "ate 12/24/2021 m Mia a ro uN enFa1 27318" 273/6" 27318' D B 0 g B PRODUCT REVISED Bu11EInC Codo NOA-Na 17-0411.06 E"wmtnn Cate 12/21/2021 i Cy Ml.m m vet mro V fififi 324HT.N0 CNANOf91Hi3 SMEhT. x Ow c O 66 7116 MAX. WIDTH FLAN YU' N w 0 111 MAX. WIDTH FLANGE RAM m 2 n DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) =LLC�B F w ' NOTE:p Y °" 33 8116' MAX 33 6/16' MAX 1. SEE SHEET 4 FOR VER ICALAND HORIZONTAL SECTION DETAILS. c 2 w LL g � O SEALANT OR GASKET ® -Ara GE AT HEAD AND SILL z E H ALL15 2 z .ma G. o i 0 1 6 I 43 I.F. FRAME OLD¢ w = F L dl rygr ONY LYNNAfi �% 1 = _ 13 FLANGE FRAME �p •., Zj° I7_ 4'` I Fs,`.F2Dq... •G�� I 4 VIEW D-D �'�S�gNAL "01 III+++ (FRAME CORNER CONSTRUCTION) A.Lj ILEP DETAIL A - OX OR XO ��o 05 MAX. DLO VENT � 64 5/16" MAX DLO FIXED X O � 7C r 110° MAX. WIDTH I.F. FRAME -=il FRAME MAX. DIED ITES DLO FU(EO C �— DLO VENT 63"MAX — — _ FLAN Ff AFRAM66° ALL MAX. DLO CONF7 ALL VENTS 82' MAX. I.F. FRAME O I X ALL CONFIO. I C I 73" MAX. WIDTH I.F. FRAME �I 7 ' .WIDTH FLANGE FRAME �I MAX. DLO —� VENT MAX. DLO FU(ED O X � X O j�-,®-867/18' MAX. WIDTH I.F. FRAME—.{ OE FRAME MAX HEIGHT FLANGE FRAME MA% SECTION C-C SECTION, FLANGE 1l�! m; MAX. VENT DLO EXTERIOR �I MAX. FO(ED DLO MA%.WIDTH (FLANGE FRAME) 19 SECTION (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX WIDTH (I.F. FRAME) — EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. HEAD (VERTICAL SECTION, I.F. FRAME) MAX. VENT OLD PRODUCT REVISED B....,INnG ur16, B,� FleriEa NOM+aEEeeEE 17.0411.06 E.plwi.n Oaf. 1212112021 =2 7:NOcI GESmm SHEET. ,.n 0 0 9V O � LiN 333k � N 0 X 2222 X Z v z w UWU' o F. O N F pyp ti 2 LL V ® 'r. O 3W O 1 0 O i e i 0 ]MMV- IYW(Y7 REM DRSCRUl' N MAIL pGra I 4302 A FiANGEFAAMEHEAD 6063-T6 AL 612237 2 4025 SASHSFOP MD. (ANT11IFT CUP) 6063-T5AL 6127A4 3 08X3(4 PH. PAN HPAD 7S34AA 4 W53 SASH STOP COVER ASHS 6063-T5AL 6 4136 17AN(MERAMESRL 6063-TEAL 64136 7 4137 SULADAPrOR 6063-TEAL 64137 8 4131 ROI2PRTRAC( 6063-TEAL 64131 ` 10 71299 WFFPHOLECOVER POLYPROP. 71298 12 1626 ADFffiIVEOPFNCMLLPOAM PAD 7PAD1626 13 4002 A FLANGEFRAME7AMB 6063.T6AL 612225 14 4134 1GARICITFORMAINFRAMESHLJOINr 74134W/X 15 1155 08X L000 UAD FN. SMS 781 A 16 4110 G ISCREENADAFFUR 6063-13 AL 641100 17 1 4054 1 B FD®MEECWGRAE. 6063H3-T6 AL 61051A 19 4066 W9Tp I87X.730FINSFAL 64066G 21 4105 SASH T'(7P&BOTTOM RAIL 6063-T5AL 612240 22 1683 1 1WSW-Z0X 270BAC& FIN SEAL 61683G 23 225-11 IROLURHOUSM&GUIDE 42112HD 24 226 BRASS IACRIMWfR'HS BRASS 7BRWIR.2 29 4128 HORMCINI'ALROILPRSASHTOP GUIDE POLYFROP. 441M 32 4006 1 D ISASHMMINGRAIL 6663HS-TEAL 64006 33 1235 1 IWSTP,.170X270HA FINSEAL 67SI6G 35 1096 SWEEPLATYH 1HSCAST 71096 36 1016 1 I#BX.62SPILFLSMS 7958' 37 4126 1 ISASHSIDERAIL 6063-T5AL 64126 38 1683 1 IWSTP.2M X 270 RAM FIN SEAL 616830 39 7070 BULB WE1THWII'RIP.187X 275 67070R 0 1 IIPTRAII.COVHRCAP 74078"C' LORR 41 4139 1 1 LF. FRAMEHFAD 6063-TEAL 64139 42 4140 1 11Y.FRAMES111 6063-TEAL 64140 43 1 4141 1 11F.FRAMEJAMB 6O63-TEAL 64141 50 1 1 ICEAZINGSIUCDNFDOW 791,899,995 0R(3! 7700 53 1 127A I IVINYLGlAZINGREADBULBIMMO-1-61P247W I225 MNYLaAZINGBEIDD 6P48K 53 0 B 00-T5AL 64039B2 54 1 4044 1 B GAZWGRFAD-5/16"W/GRKLRIT 6067-T5AL 644703 55 4222 A GLAZINGRFAD-W16" 6063-TS AL 64222 56 985 1 C GLAZING11B4D-7116" W1GRlII"KIT I 6063-T5AL EM 59 4067 1 1 GLAZINGBEID-13116" 6063-TSAL 1 64067 60 GLASS 5/16" LAAE 1f8" A .090PV33, 1/8" A 61 5/16" L4MI 1/8" A .090 PVA 1/8" HS 62 511C IAMI 1/8" HS .090PVB 1/8" HS 63 7/16°LAMI /16'A.09OPVB 3/16°A 64 7/16' LAMI /16'A .090PVB 3116" 65 7/16"L4MI /1G'HS.090PVB 3116'IM MM DW(W1REV1 DNSCHIPICIN MATL FUN 66 GLASS I3/16"IAMIIGIWA . I'8"AIRSPA 5/16'IAMIIB"A,B90PVBUS"A 67 13/I6'LAMIIG1/8°A IN. 3/8"AItSPA 5/16°LAMI LWA.090PVB I/8"N3 _68 13/l6'LAMIIG118"A IN..3/3"AIRSPA 5/16°L1M[ 8° .MP ltrio 69 I3'I6"IAMIIG3/16"A IN.5116"AIRSPACPM6°LAMIU8°A„090PVB,I/8"A 70 I311CLAM11G3116'A IN..5/16-AIRSPA 5/16"IAMI US"A 1NOP IWIN 71 1311C IAM11G3/1CA IN. 5/16° AIRSPACE, 5/16'IAMI U8" .090 1/8° 72 13119 LAMIIGUS'A MINA 1/4"AIRSPACE, 7/16°IA36 16'A.090P 3/16'A 73 IY16" LAM11G1/R A .. 1/0 AIRSPA 7/l6- IAMI /16'A .090 3/16'HS 74 I3/16' LAMIIGUB"A IN.), 114" AIRSPACE 7/16' 1AMI /16'HS .09OPVB 3/16" 75 13/16°LAMIIGNIVA . 3/16"AIR SPA 7/717'1AMI 6°A.090 3/16'A 76 " 13116"LAMRIG3/16'A ..3/16"AIR SPA 7/10IAMI 16'A.090PVB 3116'H 77 13116"IAM11GXI6"A IN. 3/16"AMSPA 7/16'LAMI 16'E .090PVB3'16TLS 90 1014 SCROTIFRAME OR&VE. 3165R14AL 91 I6 SCRRFNCORNERREYWBIIV(S POLYPROP. 92 1631 SCREEN ODRNOtKEYWroU7'RWrS POLYPROP. 93 1073 SCREEN SPRING 9r.91'. 94 1624 SCREEN SPLINE-.135 DM. FOAM EMPVC 95 1635 SCEENSPLME-.135 DIA. HARD FM PVC 95 SCREEN QA1rIl k2.784 0,9884082 43 I.F. FRAME JAMB 04141, 6063-TO �z.71G 2.6I24 .062 41 I.F. FRAME HEAD 04139, 0063-TO qp I.F. FRAME SILL #4140. 6063-TO PRODUCT REVISED as pl In9 wIN <6o Floddo Gnm.O Gad" NOA-Ala. 17-0411.06 L24117.MMGEGGU NG 1� 6EICONE N0.58705 ALY MIG.ER PE. PEANnB .062 1. 73 �3 L-2.710—� O FLANGE FRAME HEAD 94102A, 6063-T6 L-4 -.062 69D L O SASH STOP #4025,6063-T5 062 II 73 Ma.. 21 SASH TOP &BOTTOM RAIL #4105, 6063•T5 .050-°-v_— 1.0961 - - f 54 GLAZING BEAD. 5/16" 04044B, BW3-T5 (USED W1 GRILL KIT) I 2.7111----1 O FLANGE FRAME SILL #4136, 6063-T6 L082 A37r IIff�''11 I 46 O HORIZ. ROLLER TRACK #4131, 6083-T6 2*��] 7, 32 SASH MTG. RAIL #4006D, 6063HS-TO D6 .678 1.096 1111-f--L��IL�� T 55 GLAZING BEAD 7/16" 04222A, 60M T5 FRAME SILL ADAPTER �./ #4137, 6063-TB 1. B7�I.062 r+-1.403-^ 17 FIXED MEETING RAIL #4054B, 6083HD-T6 37 SASH SIDE RAIL 94126, 6083d5 .05D+IZ.678 1.116 1 T 56 GLAZING BEAD, 7116" #986C, 6083•T5 (USED W/GRILL KIT) F�-7.513+1� PRODUCT REVISED II pl in9 III, 1Mo F1 dd. Y14 738 Bm1tlln6 �o4o Noq.Ne. 17-0977.06 ¢aplraOpn Date 72/27/2027 O SASH STOP COVER I #4053, 6003-T5 V24/17:1,10CHMMSMIS SHEET. i- 2.784----I ,. I 062 13 FLANGE FRAME JAMB #4002A, 6063-T6 050 878 53 GLAZING BEA 5/18° #403913, 6063•T5 6I 050 1.097 59 GLAZING BEAD. 13/18" 94067, 6063-T5 SEE ANCHOR TABLE, SHEET 1 2a WOOD BUCK, EEANCHOR I�— SEEANCHOR NOTE1 13/6• NOTES: LE. SHEET 1 TABLE. SHEET i MIN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS ^` SEEANCHOR __ WHOSE TOTALTHICKNESS IS LESS THAN 1 12'. 1x WOOD BUCKS ARE OPTIONAL IF TABLE, SHEET 1 '_ UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS 7z WOOD DEPICTED AS 2x ARE 112'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE BUCK, T OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORI AUTHORITY PRODUCT REVISED as aompl fn wltM1 IM1a Fletltla NOTE 1 — HAVING JURISDICTION. 1/4' 1/� 2. FOR ATTACHMENT METAL: THE METAL STRUCTURAL MEMBER SHALL BE A MAX MAX SHOWN SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THATSHOWN L NOA-N..�o� 17-0411.06 SHIM SHIM IN THESE DETAILS FOR 2x WOOD BUCKS. Exphallon onto 12/21/2021 SEE ANCHOR SEE ANCHOR TABLE, SHEET 1 TABLE, SHEET 1 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO DETAIL DETAIL CONTACTWITH OTHER DISSIMILAR MATERIALS SHALLMEETTHE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 114" MAX. SHIM 1/4' MAX SHIM --•-I SEE ANCHOR TABLE, SHEET / 1 I�TABLE SEEANCHOR' TABLE. SEEANCHOR E. SHEET HEET 2x WOOD BUCK, NOTE 1 J IxWOOD BUCK, NOTE 1 � DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHOR SEEANCHOR TABLE, SHEET 1 TABLE, SHEET 1 1w 1/4' _[MAX MAX. SHIM SHIM SEE NOTE SEEANCHOR -- TABLE, SHEET 1 1�MIN. SEE • --[ .. _ . 4NCHOR�j1 TABLE. SEEANCHOR 2x WOOD ' SEE ANCHOR TABLE, SHEET SHEET h^i—TABLE, SHEET BUCK 2-12'MIN. EMBED ' DETAIL C NOTE 1 DETAIL D DETAIL G 4. 0.131- CIA MIN. 212- NAIL AT CORNERS AND S' O.C. TYPICAL DETAILS G. H S, I. SEE ANCHOR INTERIOR SHEET TABLE, 1 (JAMB DETAILS E, F & 1) EXRERIOR 2-12' MIN. EMBEDMENT v EXTERIOR INTERIOR '..� SEE ANCHOR (HEA S SILL DETAILS A, B, C, D, 8 H) TABLE, SHEET 1 — SEE NOTE 4 5/8' MIN. EDGE V S!S'MIN. EDGE DETAIL H (HEAD) I (G S/S' MIN. EDGE I I 2-12'MIN. SEENOTE4 EMBED DETAIL I (JAMB) COMPLY NEW ANCHOMGE.OE. AOOEO NOTE 4. 7: GLASS TYPES; A.6/16'IAMI-(1/8' A,.09(' PVB, 1/8•A) S.6116'LAMI-(1/8"A,.09(" PVB. lib' HS) C.5/1Or LAMI-(1f8-HS„09(' PVB, 11W HS) D. 7l16- LAM] -(3/16' A,09O PVB, 3/18°A) E:7l16°LAMI-(3/16'A,.O90'PVB, 3/18'HS) F.7/16-LAMI-(3/16•HS..O90'PVB, 3/18'HS) G. SPACE, I6I LAMBI -(1/8'A,090 PVB, 1/8'A) R� H.13/16'LAMI IG-1/8.OR 3116'A(MINj, 5/10' OR 3/8° SPACE, 1/B'HS) I.13/16'IAM]IG-1l8.OR3/16'A(MIN.). 5/16.OR 3'6' SPACE, 6/18'LAW -(IW HS,.090" PVB, 1/8°HS) J.13/16°LAMI IG-1/e'OR 3/16°A(MIN.), 3/16°OR 114• SPACE, 7116°LAM] -(3/16- A,.090' PVB, 3/16-A) K. 13116'LAMI I0-1/8-OR 3/16"A(MIN.), 3116°OR1/4- SPACE,7/16'LAMI-(3116•A,.090' PVB, 3/18°HS) L13ACE, 7/16'LA/e' OR 3118,.090' VB,3116-HS) SPACE,7/18°LAMI-(3N8'HS,.090'PVB, 3/18•HS) NOTES WINDOW N TABFOR WINDOWLESNOT SHOWN, GO TO NEXT LARGER 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS. 3)FOR 0-LINSTALLATIONHAVE AEMPEREDOVE GOAT, GLASS TYPES G-LSHALL HAVE ATEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. Maximum Design Pressure, XOX, 114-1/2-114 OF (ps0 owldl Wphl mart type A0,4H 41 D. E, F. J,K 26- .AO. 0 . . .e041E 0 .610fE O .7a01-76.0 40A/EO0 +eat/. 0 +7so1-76.a .76.01-45.0 PRODUCTREVISED Dolman sc with the Florida Hon -No. 17.041t.08 Expiration oats 12/21/2021 6Y �-- +seclEaO 49101.10.0 7&0/-7s.0 +e0.0r 0 • 01EO0 +7of-m.0 raO.afzo •6ODIE0.0 Na0/-780 +e0.a/Eao +Ba01E0.o +7e0/7e.0 •aaafEaO .eo.ol Eno .a0.0/Ee0 .ant/Eo.o +71Olas.O es.0/as.o 76aa1e0.0 .aa0laa.o •7d.01as.o .00.0Ea0 •e00/Ea.O aaaaso mi.. isprta...... Mi +aa. EQo +6nci ]e aaof-i5.o .mQ/EnoI +8101E0.0 i •75.01-75.0 arsgnt: upAArSorAeiE i, .aa11.a .BaorEo.o •ts.0fae.o •610fEDo walEO.o •75,01.76n says• .eeorEaO MOol m.a na.ol-tsar .a0.01m0 •Mal-78.0 tilealaOA •M9140.0 •Ioul•15.0 P2r £ yeat? p m z u' 9 C S ll1111 € H 2 d < o of � 2 m m LL p N O S oy p N y w s .5101Ea0 +Bao/Ea0 +s001mA •7s.o1-mn +eao/En0 /E •gaolE rea/EO +1--D nel13o +woIW.0 . .b.01E mo/-ma a' AI n0/E0.0 lo/EOe mat-a GS a01430.0 Oleo 1m.a +mo1.750 •60.0/aa40 M0.0IE0.0 +]x01-]S.a -+5a014DA .00.ol-30.0 vsw-m.O .ga0feo.o +EselEO.n •7s.o1-lea r80.01E6o +64101E0.0 .75.01.75.9 •90.O1d0.o 76O6IEOA .76.01-m.0Doe M0.0I E40 +BOOIE0.0 +1AOl•mn aWi N N pul 6 Z (9 .BOO/E0.0 •9001 E0.0 •75.0 •75. ^ ^ m HRa tea, .aOo'E D E0. +01{0.D •W.0/ M00/.ama.D NAOI•m0 •tA0/da.0 +80.01EQ0 0 -m.0 w ®H W GG 1'j +6a01Ea0 +a0,0160.0 zobi:O0 +80.0/E0.0 +a0Al E0.p +]Its .7 A !' e7x0 -Taro .0601E 0 I +BOA/EOo I.m01•m0 +BOOIEm 1+BOAI i0.0 ♦m.'-SA y h Z q� •Ba018Q0 +9a01q a I .m01-m0 �• +BAOI-0.O +M(11a0.0 .mola5.0 +BOolE a 460.0/E0.0 NS01a5.0 +aao'4W.0 •600/MM +re01.75.0 O n .1 OOIE0.0 A1E0.0 •mv-75.0 +BOO I E0.0 + ..0/EO0 +75.D1-1.e .BOO r EOO +BO.0IE0.0 77Q0 7-75.a + 01EA0 +emW/ o •75.Ol-m.0 •6511E98 +00.01A s .taro'-mA �, •60.O/Ee0 + D/410.0 •75 t4iis ```, 0O LN/yr111 ........... Mi J @6 •'•.�1 c*: No. 58741 *_ - �0..tt��` s re F�,`�� %i11+s''•IZDRIDF; .G��"s� �4S�ONU' g"PE wNfld U.32�R Fa. Res OWN . AlEau .600/En.O +7611/45.0 ;T&o ++Rsa.oi. au 6wo n.0 .Sae/5e.e •eo.ofEo.O .rxolaao 31a5S .m.0/ 0 .75.01.7x0 .aa.ofaa.o .eo.al m.O rraa-mo .sa Ea0 .mo EO.O wa0la5.o M, •80.0/E0.0 •0a01 aWA HQOf aaO .ano/Eo.o .e0.o1ED.D ns.o/-Text .eo.o/Eo.a +enma30.o na.0/•m.5 .ano/EOA .eao/EO.o .reel as.° +fi42I %2 +eaO/EO.O +m0/-1a.0 ,52alma .saorEo.O .7xo/as.0 s1.7a Eta am.,"I 1 am., "I . lae.o .sa.9 EO9 n8.01•m.o 1CHORAGE SEE SHEET I I. TARI F A• AnchorQuan80aq X0crDX wMe CIBaa TYpnA, B, C, 0. H S I et@I:N Gm WW83il A Jell] MdWG: Hma3Q1 B J 1 menlaa oD0 Jmh1M1.1 fwv 2 1+Q•1 3 1NQ•1 21•f2.1 2 1.1 ' z 1,Q.1 21N2+1 2 1.Q+1 2 11G 1 21N'3.1 2 1.Q.1 2 NQN 3I.Q.1 2 1+¢+1 2 NQ+1 a2•Q•2 2 1•¢.1, 2 1+QH 2PQ.2 2 N¢N 2 NQN 21N2-1 2 I-C.l 21•Q+1 2 NQN z NQ+I' 21+Q'N 2 1N 0 2 1+QN 2d NQ..1 2 1.QN' 2 i•Q.1 2•QN 2 1•QN. 2 i+Q•1' 2 2.Q+2 2 1+Q,1 2 NQ•1' 2 2+Q+2 2 1+Q+1 2 1.Q•1 2 3r 381'B' I•Q+1 2 1+Q+1 2 NQ•1 2 53lld 2 1.¢.v 2 1.Q•t : 1.Q•4 2 1+Q.1 2 1+Q+1 2 Q 1 2 1•Q•1 2 i•QN 2 6B' A. .1 2 1.Q+1 3 1.Q•1 2 7s 1r HCI 2 1+Q+1 2 1.Q l 2 2.Q+2 2 1M2•I 2 1N7+1 2 3T NQN 3 1N -I 3 1+Q+1 3 1B' 1.Q+I 3 1M1N 3 1+Q.1 3 I-Q+1 3 1+Q•t 3 aQ+I 3 W '.•Q•1 3 1NR•1 3 1.Q+1 3 I.Q.1 3 1+Q 1 3 NC l 3 J2' 7P NQ+2 3 1«¢•1' 3 I•QN 3 2.Q,2 3 1 NQN 3 1.L l 3 3T 3050• I+QrI 9 I,Q•I 3 Nl 3 ad ga' NQ+1 3 1.Q.1 3 - 1Q.1 3 NQ•1 9 1.Q+1 3 1-Q+1 3 NQ•1 3 NCt+t 3 1.Q•1 3 fig' i+©N 3 NQN 3 1+QN 3 ]4 3 NQ+1 3 N0+3 3 1N@N 1 9 1-Q.1 9 3r 36' 1+Q,1 3 NQN 2 t+Q+t 3 4d 63vd NQN 3 NQN 9 NQ+I 9 1+QN 9 1 1+Q+1 8 Hr 1H• -rG I 3 1•QN 9 1 3+Q+1 3 rQM 3 1«Q 3 1•CNf+1 3 72 Ir 2•Q+2 3 1+Q+1 9 1 1+Q+1 3 bQ 2 3 1.Q.1 9 1 1.Q.1 3 3r BJ 1+QN 3 PC2.1 3 1 1+Q+1 3 Id 53vB' NQN 3 1+Q+1 S I I•Q,1 3 1+CA1 3 I.QN 9 1 I.Q+11 3 Bd 0Cf 1.Q+1 3 NQN 3 1+Qr1 9 9 NQN 3 1•Q•1 3 ]S ]P 3 NQN 9 - bfII•1 3 3 NQN 3 1•Q+1 3 33 3 1+Q.1 9 NQ•1 3 19'3NQ.1 9 1s(Z•151vd3 I.QN 3 i.Q•1 3 PP 3 NQN 3 NQ+i 3 Bd3 ]2 1+QN 3 1•Q•1 a 3 1H2N 3 IN2+1 3 lP 3 NQH 3 NQ+1 3 TARI F 0• Anchor Quentltica.XO or OX with Elm Typca D.E. F,J, K & L OnR1 mw Wno -40a A OmWA H 68D JVIA AroleedmPB FYe3AEll .Amb AmMGmPC Hul66G Ama m M' HQN z 1 I.M.1 1 2 I+CNt 2 4d SNId. 1.0 I 2 1.CN1 1 2 1+Q+I 2 1.CN1 2 1.Q+1 2 1.0 l 2 W i.Q.1 2 NC2N 2 1.Q.1 2 Od T2` 74• PQN 2 NCNI a ' 4 .1 2 2.Q.2 2 1•C2N 2 I+C2.1 2 2.Q+2 2 I+CPI 2 1K 0 2 Sr 1+QN 2 I.Q.1 Q 1+ .I 2 49' 1+CNi 2 I.QN 2 1.Q0 2 1.Q+1 2 1.Q.1 2 1+Q.1 2 1.Q+1 2 NQN 2 Tif NCNI 2 I.Q+1 2 i+Q•1 2 'NQ+2 2 I+QN 2 1+Q+1 2 2+Q+2 1 1+aN 2 1.C2.1 2 3r 1 2 I.CNI 2 i.001 2 b' 2 1.Q+1 2 I.e2.1 a I+GN1 2 1.CN1 2 2 1.L2.1 2 NQN 2 74• 2 1N .1. 2 t.Q+l a I 2 NCH1 2 2 I+Q.1 2 I+QN 2 3r N' 1 3 %24�2 1. .I 3 1+Q+11 a 1,@+f1+ 2+1 a 3 I+aNNQN a ew E1 1 3 I.Q.1 3 s.f.1.1 a 3 1+Q+1 a 1+=+l 3 7<• a 1+Q+1 a i+m.I 3 a 1+CA1 a NQN a 3r WEa• 3 I.M1 a 1+CN1 3 .IA• 5"Ir 1.a.1 3 I 1+Q.I 3 1+CNf 3 1N 1 3 I+Q+1 3 1M2+1 3 BP 1+Q.1 a 1.Q.1 3 1+Q+1 a 66' TT 7/' 'i+Q•1 3 1N 3 1.C2+1 3 2.Q•2 3 1N .I+I 3 1.C&1 3 i• 3 NQN 3 9i 3a• 1. 1+¢-I 3 3 1. 13 1 Np l 3 iT 18• b3e NG+1 K 1 3 -NQ+1 ] 1KY,1 s a iMo3 NQN 3 W' ar t+G1+1 3 I. Chi 3 NC2. 3 INaN a tN2+I a NQa a 71• 2•C9.2 a NQN a 1+CN1 a 3r �' I 19' 511/r 1.M 1 3 I.Q.1 a 11N a I+ a I+Q.1 3 1 I.Q.1 3 ap , m1 a NQ.I 3 NQN 3 BB' 71' T+- NGHt 3 7I2+1 a I.Gh1 3 2+C3+2 ] 1: ++CN1 a 2iN.CGNN2f iIIi.++rQQCN+N11 s933 ar t+Q1 ] a 1C 3sr SS4]BedP1R• ' .tlN a]a 3 a 1+G1+1 Bd Tz• Ntl+1 a 1.aN a zN3n a NQN a 1P 2+Q+2 - 9 NQ+1 3 TABLE KEY: O X 1+C2N 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENTAND FIXED SECTION. (4) ANCHORS TOTAL AT HEADAND SILL. (4• MIN. O.C. ANCHOR SPACING) 8 3/4' MAX. I )r--V MIN., 10-1/2• MAX. A MAX. X O MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD S SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX FROM CORNERS. JAMBS: B' MAX FROM CORNERS AND 221/2' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSICNS SHOWN. FOR FIN WINDOWS. SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT. GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED P3 comPl Ina wIN tho Flonae Buaaing cause Bou .. 17-0411.06 FiPlmvon D.t.1=1=21 TAM F 4A --_ Anehw mlanlLe,, XOX, 1D-10.113 with Glean Type, A. B,C, %H B I Ctma Wem (Teal haVa AVMr4BpA Annor GahPB Atchn0popC Ihtl ABd Jm0 Hud Alin I.sob Isaid"d Jamh 4r ®-VT �• 4R+wrn1 2 1+rnUrn1 1 1.nM+RM 2 wtlN,rn1 i 1+q.1.R.i ] 1+gMICM1 ] aP aC 14rn1 2 t+tlM+n+l 2 2 1. ,+rn1.rn1 2 1.rnt.rn1 2 1+tl+1+CM1 1. +I+rnl 2 >4• b' asanr 1+n.1+CM 2 1• w 2 M1 2 1+ga1•CM1 2 1.CM0rn1 2 1;c*-I+gMM2M 2 I+q+14CM1 2 wCNI. 2 1,n+wrni x 46' 6Yyr 9r wtlNatlM 2 1.rnt+rnl 2 i.gM+C2.1 2 t•rn- M 2 1•CM1C2•M 2 wgawCM1 2 ar N. 1.nCM1 2 f+tl,1.rn1 ] we 1 2 BP }r 1+n+wtla 2 wC 1 2 0. l+CJ+I-W-I 2 1.rnwrn1 2 0t 1a 2 wnN.CNt 2 b• BS}na• wRa+CMt ] 1n I.Mlri 0 t+rnwga 2 t.rnwrnt 2 .i t.rn1+n.1 2 flnN+rn1 2 4r 91t1r 3832P 14=+I C 2 t+ga.tla 2 2 1• 1 2 I+tlrl•rnt I 2 laCN1+nM 2 1a la3M•CM1 2 6P b• !+ga+CMl 2 1. +t 2 l.n+wCM1 2 1+C2M,q,1 2 1w rn1. l 2 T; 2 T4• wn,l+rn1 2 1•rn1+GM1 1 ] ff+ t+grl,C2.i 2 IS111B• 1.CNI.CN1 2 Hrn1•rn1 2 wRM+C2N 2. 1+=.I q I 2 t.rnl,ga 2 I.rn1+CMf 2 4V a19P .P' iIC2+1+CMi 3 1+ 12 +l 3 1.0.1•CNl 3 14=+I#C2+I a 1+rn1+0+1 3 14 M14rn1 a e, Utla•CMt 0 1•C2.1.551 3 7-rnwrn1 3 aT 74' wq.t.n.f 3 1+C2..1r 1 3 1,e]r1.gH a 4MMEa 3 1•na•rnl a wn,Nrnl ] b• esnlr f.rn1•tl+f 3 1+rn1+tl+l 3 I.R.I.CMf 3 1 1+M.1.CM1 3 1•na•na a 1+tlrwrnt ] 4T 6atlr aa4B• wa.1.02.1 ] 1+C20wt3r1 3 wq,HC1+1 3 wtl,lrrnt 3 1+tl•1r112a 3 HRN+tl+I 3 86' I.M.1+CM1 3 t.G]M.grt 3 t+rnwCMl 3 1+M l+CM1 3 Ilnaatl+t 3 wq,wrn, 3 Tr W a3T/Ir I+q.l.q,1 ] 1,n+1+CN1 ] wgrwC3.1 3 1+tl+wrn1 3 I+CNI+cii.1 3 1.rn1+nM 3 feq.vCM1 ] 1.R+Hq.11 3 vq.wga 3 4P b' 1. 41• 1 3 l+CM1+C2.1 1 3 wna,rni 9 pvS IKT•l.C[a ] Ngbina a wq.1WRM 3 8P 11R•1rC2M 3 t+tl+1+tl.1 3 I+RaaC2r1 3 as A' 1+rn1. 1 3 1+CM.gM a 1.nM+rn1 a wnarCtrt 9 wRa1+C2a J t+ga+rn1 3 W 86.1/16' 1 1+LRMWY.1 3 1.rnt.n+t 9 t+na.rn1 a I.gartla 3 I.rnl+nal 1 a 1. 1+CM1 3 W3 wn.t•C20 3 1.0 Iw l 3 1•q.1+4"la ] gI+CZj] t+CMl.nrt 3 1I 1.Cb1 3 IK2+13 I+rnt.ga 3 I.QM1.rni 3 AM 1+rn1+q,1 3 1.tlarCM13 3 1+rnwC2a ! wrn1.CMt 3 3 I,q+wGw1 ! 1r 20a 1 3 wn+1,CM1 3 i+CNwCxM f 1,nM+CN1 9 as my. wR.wcxt 3 lrcxwcz+t 3 1.q.wnq a lStlC EP aP 1.rn1+CM/ 9 1+C]a+tla 3 14CM1.CM1 9 Iclhl g.I a wq.f.R+1 3 wCNwCMt ] l'R1t+n,! 8 1+q+faq.1 f t+tl+1.ClM 3 Tr b' 1.rnI.CM1 3 1+rnfagH 3 i+rnwrni 3 1Mlrwn+} a ' *'Mi 3 1•nM•LR+t 3 aaT/1P wONwCMt ] wCM1.nM 3 1I 1+PNI 3 TABLE 11, Anchor Ouani tba, KOX,1/J -10 - I0 whh Ghm Types D,E,F,J,K 6L Cua6 Y41m Cxn, H,qM I MaMBvpA AnaWo PB iusmaoVPC H3W3ad Ash IWeSSO Jamb fbnflIVU Jaa6 4C 3 Illy 2Y 2 wq.wq,l 2 1.q.1,n.1 2 2 Hrn1rC2M 2 1,n+1+CM1 2 1 i+nth,nH 2 1+q+wqN 2 ar }r M=ffll 2 wCMHRM 2 1+nN+nr1 2 2 1.rnt+rn1 2 1+CMwRM 2 b• 31TItr 2 14GM1+R+1 2 1+ 1w 2+1 2 2 14G1a +l 2 14C 141 2 4r aP 1 q11+ 1 2 1+tlM+041 2 1+C2+Ia fl 2 e11A• wq+1HOH 2 wnrwq+l 2 1M +I-Ml 2 4' 1.0+1.rn1 2 wCMwq,1 2 1+q,wtlN 2 par Tr 1.q+t+q+t 2 1 14 +0=0 a (•darns 2 Hna+rnt 2 wCMwrnt 2 wrn1+RH 2 64' 417/ir 1. 14w 1 2 1+Ca+I+n+1 2 t+02+I+nM 2 t.n+l+rn! 2 I.q+I. l 2 002a.02.1 2 4• 61i4• 254111y wRa+qa 2 wtlM,q+1 2 1anH+C2H 2 t.ga.tla 2 wn,1•CMt 2 NgM.CLa 2 aP wn+wn.t 2 t•Gr1agM 2 I.W+1r 0 2 tr 1•rnt+na 2 t,ga•tl+1 2 t+qa+q+l 2 T4• b• 317/Ir 76R. 2 1rrn1.CN1 2 wq+laq+1 2 wgM.rnl 2 tarnlrgH 2 wgM+t']+1 2 00.0=0 2 wRa+ga 2 1*0M1+01+1 2 4r 4• wq+wrn, 3 lrtlartlM 3 1.q.i+R+l 3 BSIrt• do, 1+ga1,RM 3 1+0N1+0q 3 1.CMi+CMf 3 UR.Htl.1 a l+C2M+tlM 3 1.02 r* Ni 3 b' wg41+RH 3 1arn1+tla 3 'w +,+RM 3 P• b• 6n111r I.nM.rnf a Ntl+wrnl 3 ,+ga,CM1 1 Ian+1.qN a taga.q•1 3 1+CN1+n+1 3 1+nM.rn1 3 i+rn1.gM 3 ,+tlaltla 3 4' 6 aafl1P 1+tl,Ir 3 1atln +1,H a 1MN1+ 1 a w+garnt+' 3 1+tla+n+1 3 +CMl+q 13 BP 6V oP 1+tl41.n.t 3 t+R+t+C2r1 3 I+gataR+l 3 wq.1,RN 3 »RnK2a1 3 I.n,t.n.t 3 71 W b' abTnw wgal.l 3 1.n.1.n.t a q C l a I,rnt+0bCMf 3 Mrnwna i 1 I+rn1+1.CN1 a Hn2H.R+I a 1.Rrt,gH 3 wCNwQ,f a 4r 3D13Y b• t. 1• +l i 11rnwRM 3 fanH+t2.1 3 I+C20wg0 3 Htla+nM 3 IK I.MI. 3 aP wqa+M+l 3 wtl.wrnt 3 1+Cx.9R 1 a 3T rV I,e2raq.1 3 1+0.1,gq 3 1 C 1+0!.I 3 1,gN.rni 3 wRM+nq 3 1•C2.1.Ra 3 !4• 06}/IV 1. N1M 1 3 1+gq•gH 3 1+gNaRa1 3 UC3rl+ +t 3 I+n+1+C1+1 3 i+ 2+1+ +i 3 4r '61fA• PY ,atl41,n.1 3 wq.1. 1 3 1+C2aR,M ] t1Ra•Aa a 1rn+wga 3 t+gM+gp 3 aP 1.Ch1.gM 3 i.tlaa.1 3 1+nrNR•i 3 a9• A' Hga+gN a 1•C7.I+q+1 3 4e2.1.R.I 3 wtlrwda 3 1•n.HC2M 3 fetl•wR+f a b• W-T/1P PC3aIq+t 3 1+tl+1.rn1 3 1♦rnIK 3 wCa+wCa+1 3 wfNMCN1 3 4 !+M!#Ml ] 4• 61t4' IB• vn.wga a t+n.NCE•! 3 l.rnbq+l a 1.rnwtl+1 ! wtl 1+rnt 3 t.n•t+q+t a ea• 3P wGwga 3 MI.ml 3 1+ 3 wGw1,gM 3 O I+ MwRrt a FORM wq.wRM a t+nrwnM 3 wm.j C 3 H 3 b' W aST/1P .d1,tO.1 ] i wtlaN3,1 9 +i.q+1 .na.gM 3 wd,lrprl ] 1+t1r1,nH 3 1+nH.nH 3 TABLE KEY: X 0 X 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A M I ICTFG nP 1%) G1JCHlN2R CFNTFOF ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (0) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.G. ANCHOR SPACING) 25 314' MAX L-~{ F.-4" MIN., 10.12' MAX 6" MAX. X O X T MTG. I+RAIL, TYP. EXAMPLE CLUSTER W QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW OP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD S SILL: 1011P MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4' MAX. FROM CORNERS. JAMBS: W MAX FROM CORNERS AND 22 12' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G -L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying With the Florida Budding code Nt]AHao. 17.0411.06 Npa N gj:Em K O J ZZ Uffdd fl� O F U O O C J y e: w,tg ® s Q o x Q € Ix O D 20 O A qa vale ,w Anctmr QlnntNn,xOs, 114-V2-111 IMfe1 Olt. Types A B,C, 0,11 & 1 Dap3 tell CVma Itlyl A GawA N Owpe I &ahe, pc IYNa.91 IAe0I aet I1 lanw An0 t.e, Ep ffi •. •♦ N 3'. N S »Q4»Q, 1 3 1NQ•1,('ial 2 1•CN1rQa1 2 r4' al• 4n` t«n4142N 1 2 1 NC IK20 S 1•Q•M1Q,1 2 ta{'S•NQ,1 2 »R•tM2.1 1 I.R.I.R.f z »RahCN11 3 1 W2.1.,1 2 1•CNt♦CNI 2 1Mya' ICe' 11t' »Q1NR,I 1 1I+CN»QN 2 »nr»R41 2 IaQ,NR+t a I NQ IR5+1 1 1♦R I-Q- a »LhNRN 2 »n+1+nN 2 1+n•1•R«l 2 W11C NGNI+nN 3 NQN+QN 1 »Q•bQ11 uQr»QN 2 1.na2N 2 t+n,+ 2 74• ea• .n.»Irza z 1. .G2,1 1 .k.,Ghl 2 1•Q•zIRN a .Q.14QN 2 - .R.»¢+1 1 dd• law I� ut• t.CNNR.I 2 t.Q•IWZ+I 2 iR l.=" 2 I♦GN1 2 1+Q«2. +l 2 t+n.»Cd.l z taQ+NQN 2 1aLT•NQ♦1 2 IrQrHR•t ] Ln.Nn,l 2 14 2 2 31116' tDa•-• t+Ml.+l 2 1• 2+1 ».N z 11I.¢.1 »CN»nN 2 2P T1- te,V »R+1.¢N 2 »nNlQel 2 t 1• 2 1+. .l z »MI.1 z 1+0+1 2 1♦¢4NQN 2 NR.1•QN z 1,Cf+1•¢.1 1 lzml ad• i V toa 111' t.E-+ • l 1+..2T N 2 2 »G1•QN z 11R+x2N 1 1♦n+I-ll 2 12-'. 2 l.n.x.R.1 2 f.ts.z2.1 2 12.1.a, a 1.Q+22+1 1 14Q.22+1 2 12N2N 3 Ir 7V 2s• »R+I2N 3 I.Q+ +l a 1«QN2.1 d an♦12.1 3 LQNrQa 'J va.146.1 3 M' w• N%'F IWf 111' 12+NRN a »kN2+1 J 1MSN2N 3 »n,N +l a 12122+1 3 J 12+12+1 3 »R.NQN a t+R.]+GI d I.R.12N 3 I♦R.3M2.f 3 I.n+32.1 a 12+12N a 1.n.NC1N a t2.1.Q0 a I»RN,RN J asu'r � I.n.l2.t i t•QN2.1 a 1I.Q.12.t 3 liY Ti' »CN»QN d 1+R+12.t a »Ml» +l a l+n.l,n 3 1•Q«14Ci.1 3 14Q.12.1 i X• 1.11+1 a I•RM2N a »DLr12+1 3 ®• 1a0&'r ICS I11'- » Q.NQ.1 11QrNQN 3 i laR.2.Q,1 3 12♦S.Ra 3 »Q.»Q•1 9 1.4f♦k.f 8 I.R.32N J 12♦2+QN 3 »R+1•QN d HR♦32•f 3 1♦CT2.R0 3 12♦NQ+1 a 631/C eD 14' M 4C fa93'C teC 111' &• iaQ♦t2N J 12N+QN a C a 12+1•CNI ] »G12N a »¢+1+kN a ' I+caN 12.12N 3 12N2♦1 a f211♦Q+1 a t+CNNk.f a » t2n 3 1+R11+R.1 a 12.2MJ.1 9 1♦CNNQ.1 3 t2+HQ.1 d NQe3.Gt 9 1+Q.Ntlr1 a 1.Q•1•QN 3 ItC2.a+Q+1 3 1+n+3+RH 3 12+12.1 a 1aQ•J•nN 3 »CNN¢+1 9 1.tl•1,Q.1 ] 6}1T � TC nT tB' '1.QN.R+1 a f.R•t21 a 1.Q.1•C2•I 3 t 3 a 9=0W »RN♦Q.1 3 1+ »nN2a1 J 12Hb2N 2 1 1 I.Qr32.1 J 12NW'ht ] 1+fSr»CHI 3 I+CNNCNI 3 1rQ•22.f 3 f•Q♦1♦R41 3 waaw• 1aT Ib' I.k.32n a »R+2+R,1 2 1.cN121 a IaCH3+k.1 3 f+n•2.RN 3 14Dar1.Cit a IKN34GN1 J 1,C+2.QN 3 »CNNQ♦1 a ail/r ap T4' ea' lr iGM1.i9' Wa' 12N.QN 3 1+Q+I+QN i »G»Qf1 a 12N2N a 1+mt2.t a 12N,IY.1 3 1.QN2.t 3 ifR+1.DN1 ] I+Q♦2+0.1 3 1rRN2N d 12.»RN 1.a.z•R,l s 12.z2N i I+R.I.Q.I J 1+0+3+n+1 8 12+Nn.1 ] 11Qf1.Q.1 3 1rQN�WH 3 11R+2+Q+1 3 1.R+1♦R+1 a 111• 4CNa.Oq 3 MR+NQN 3 12.NRN a Aa0.eQu.ffllw,x0x, v4 -In -04 3rn Gfass Types D,E,F,J, K & L aaawI - Deaa Ill MsNtampA A, amen AeMQ-,. Hs T Ynm Mad'sm .. tluEaslo JmM eP 14¢•»¢rf z »¢rlf¢rl 3 »¢rl•QN 2 ra• fa I+ 2• 1 2 tK1H+¢,1 2 H¢«t•CMt 2 eGN2rG2H +G2+z,R.t +k+» A 2 11 k+l 3 » •NkN 2 »k, N 2 2P 1r »kH+k+f 2 14 1.» 2 1rQrlrkN 2 +QN+k,1 1rQ.1.k+1 2 »GJN•k.t 2 rV »knrkN 2 1Q+14k+l 2 I+Q+1+R.1 2 14k,NQN 2 t+Q.+¢N 3 1MLgrQN 2 36' 1�18• 1Q' 111' »CN1rQH 2 1•¢+N¢N 1 f.fbtr¢H 2 »¢+.'t+R• 2. t•k ao 2 »¢n.¢N 2 t+Ch3+CN1 2 Hk.Nk+ 1 H¢,N¢+1 S 1.Q.NQ+1 1 1. n.h¢N 3 »Q+2+tlN ] IMW 1 31 1•kN•QN 2 1r13.»QN 3 Ir4»¢,1 3 »RN.Q•1 2 1 C 1.1 2 Tf N I »CNNQaf 1 2 1»Q+HDNI 2 1R 14Q+1 z 1.¢.Nk+l 2 »QN+EN1 2 1¢,I.C2.1 2 fae&'e• 1!• III- »DNNCNI a t2.22,1 2 12+22.1 2 »k.ark+l ] 1+¢.N¢a1 S 1+Cr.2+C l S I 1+¢•ark,l 1 S 1 1.¢K2+1 2 1+¢•Nk.f 2 5 yr 112r1+„3N1 3 12+12+1 3 12.12N a 1•kN•QN a 1+Q+I2N 3 1.k.Nk+1 d 74' w if le"tar 1IKN2,RN1 a 1»CN12N 3 »n•NQ•t a 1•krS.Q+I »k.l.k.l a f a ND2,i.k.t a f4¢ri.k.t 3 »¢N a w Ill. Gfl 1 a 1 12xCI0 3 IKQQ a I 1tlaMN 1 3 112+3.k,f a I10+22«1 a e)-Ve' aP 34• J4' f+Q.t2N a t+k+»¢+1 9 I+k•12N 3 f+Q+»k+t 3 12N.k+1 a »k.12N 3 »G22+1 a rm,+kN a I'¢N,¢N 3 12+22N a fanl+Q+t 3 1• ON +l 3 •6' ta6a'Y 1U' 111' QG@ N¢N2N 3 »k.3+k•1 3 1+¢,t2.1 3 »CHa+¢N a NQ+3.kN 3 12,2Tk•1 a 1•C3+Nk+1 3 1.QN 3 1..kq a 1+¢+d+6H1 3 +i a »CNh=N »02k 3 8111a' a• I+kal•¢.l 3 t2.1.t3+1 a 12N 3 � rM W a6' 1LIV III' nr »ra.l+cNl 3 t2N2N a 1k 2.12.1 1 12.2+k.f ] 12+1+¢+1 3 1+CN»k+f a 1•k• a 1,k.1+LN1 3 12+1+kN 3 l »Caq,C*j 3 12+2 R a I+k+2.20 3 »¢N.QN 3 I+R+a2N 3 »¢.2• 3 I+M.af l a 12.N¢+1 3 -t 1,Rf22.1 3 •I+ •l 3 »¢.z.CNI 3 »¢«x+k,1 a uLY fiP 1- »k•t.k.t a »¢N.RN 3 I2:12N 3 t+k a t2N.Qa a tak+l2+l 3 T4• aC 2L 1 Nw.x.R.f 3 r2N2N a 12N2N a 1+¢.2•tl•1 3 Nk.lr¢rl 9 1l,+McN2I+.kRr.11 eC t n »CdN+CMf2k,.Sa22.N1 d .Na aa MWN 3 .OIr a aa .2 3 -ills' w 1 12N2N 3 1+Q,frQN 9 d 12N2Na N 12.t2a1a t+kd+Qt a 3 1+QN2N3 »¢N+¢.1 a 3 mm f2.3r¢N a »k0-M+11004W 1 1 k242 1 a3 12+1+kN 3 »kVHQ, a 1•¢23 1 1 1lR .1 a TABLE KEY: X O x 1+C2+2+C2+1 3 ANCHOR GUANTITV PER JAMB HEAD AND SILLANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FD(ED SECTION. (8)ANCHORS TOTAL AT HEAD AND SILL. (4- MIN. O.C. ANCHOR SPACING) 25 314' MAX. 1 •-+) [-4• MIN., fa10 MAX O X I MTG. RAIL, TYP. EXAMPLE CLUSTER W/ OTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 1012° MAX ON EACH SIDE OF MEETING RAIL CENTERLINE, 25 3f4' MAX. FROM CORNERS. JAMBS: 8' MAX. FROM CORNERS AND 2212° MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED 6u11U1ngill.p iN 0. Flprnta NOA-Ho. 17-0411.06 Ewptra60n Date 12121/2021 Dy Mla- r0 ucl enlro &2H1T.DPDATEDTA & ELEVATION. m = O ON �S aD O K w e z$ UUd Ra w F2$ yaea, � 9t dM O O K N O � B F Q N X Z 3S O O O = Q h I _ Q Q SCANNED St. Lucie County MIAMI•:DADE MMI IA-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) w .miamidade.eov/eeonomv 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 "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.L APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06119117, 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. 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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M Plasencia, P.E. MIAM WADE CWNTY NOA No. 17-0630.01 e + Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29111, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Au 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02128/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51' Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. lYIATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6" Edition (20147, dated 06122/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. PI duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REOUIRING NON-IMPAOT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS 'GURE 1: MULTIPLE I�N+ENINO WDTI FCP VERIIGLMULL-�j MULLIONS see DEruLs ADPAk 611FE161� $TEE DQ. I / ATHRVD: SIIEETS]a // a /// /// III If ADDGIONAL EXAMPLES OF MULL CONFIGURATIONS �OFEMND I -1 Le�uclx f- � r X9GNT L L I L SINGLE MULLION SINGIEMUWON '�T SEE fARRESPONGMG DETALL6 `, FPOMFbUREt AEDVE COOESI STANDARDS USED: [.2014 01T FLDMDA BUILDING CODE(Fe BTH EDITION fLOMDA BUILDNG CODE (FBCSTH EDITIONNSVAFWA N0. Mlli FOR WOOD CONSTRUCTIONLUMINUM DESIGN MANUAL, AOMM15 ISI 5100.4ISC36010 BEST MUST BE ANCHORED PROPERLY TO TRANSFER LQAUS ANOAHe Iv o�—I"' o, ..,..mow. 2) THE TYPE AND NUMBER OFANCHORS IS CRDICALTO THE STRUMUM PERFCRMMCEOF THE MULLED UNITS. MUWONS HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTACHEDTO THEMULLION CLIPS, BUT SNAIL NOT HAVE A CAP OF MOREMAN 11A' FROM THE CLIP. URED SHOWN DESIGNED E CORRESPOUDINGTIDTHE SIGN PRESSURE MULLIONS AREG CUTATED TO D EFLECT NO MORETHAN.UISO. THE 1M EMESSNO CCREASE WA%NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR WE EVALUATION OF WOOD SCREWS 1) PROPER SEALING OF ENITREASSEMIBLY 15 THE RESPONSIBILITY OF OWERSAMO IS BEYONDTHE SCOPE OFTHESE INSTRUCTIONS. ___..__.._._.____.................c.. muceroennu aRnrnitRSTOOETERMINE PRES4URFS MID VF C H 6)WHEN FINDING YOUR SIZE IN THE MUWON TABLES, ALWAYS ROUND IRTO THE NEXT SIIESH04VN ON THETABi FOR 35ECETNLE.��N` 71 ANCHOR EMBEDMENT TO BASE MATEWALSHALL BE BEYOND WALL DRESSING ORSTUCCO.W000 BUCHS SYOWERS. Mt 'xEETa BE MCHoRED ASAPPROPRIATEPORSSMSYRNTTNFLYTO EMA ERIAL DISSIMILAR MAERIALS SHALL BE P0.SFER _OAGS TO THE STRUCTURE MWORS ROOTECTED AAS REQUIRED TO I�Nr ST REACTIONS. ITy�pATON 8) REFERENCE TEST REFORM M,,4A ELCD MTRACONIAGGRE-GATOR Ni ppDwlcTsnurBUILDING BEOFANTYPE 91 MUWONS AND CLIPS HAVE BEEN DESIGNED B TESTED TO WMPLYWITH TIRE REOUIREMEMS OF THE MORIDA IAISTBE CODE AND AREAPPROVED FGR IMPACT AND NON-IMPAGTAPPUCATIONS. MUWONEARE ONLY TO BE WED WITH VANdFACRMPB MTAPPROVFDFE MMTIONPRODUMMV(NGCURRENTMPROVALS BVWT. 101 MUWONS ARE N COMPLMNLE FDRUSE W THE HVHL 11)QU TITYOFUNITSWITHINAMMTPLEMULLEDASSEMBLYISUNLIMITEDPROWD®THATTHESPMN OPENING WIDTILTiEIGM OF EACH INDMOUALMUWON ODMPMES WRHT1✓E RC-0UIREMENT9 Of TM9 NOA MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE ME DESIGN PRESSURE REOUIRENIENT(LBSIFPI FOR THE OPENING USING ME ASCE•7 STANDARD, 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROM CPS FRAME DEPTH. 3)REMRTOSHEETMTODETERMINEIFTHE WINDLOMINGIS-RECTANGULAR'OR'TRMOUNPrtPPPEZOlO - A FIND THE CHOSEN MULLIONS MULLION CAPACITY RESIFT) FROM TABLES 1A THROUGH IM ON SHEETS SFTHROUGH 20 RERESPECTI E Y. USING 6)FROMTHESAMETABLEUSEDINSTEP1)ABOVE,FWDTHEVAWENTHENEMCOLUMNMN ORCAPACITYREWIREDILBSI.TMSVALUE REPPESENISTHEWINOLOADTRANSFERREDTOTHESUBSTRATEBYWEMMORSA MUSTBEMETTOATTAWTHEFULLMtBLIONCAPACITY. 6) FROM WSANCHOR CAPACITY(IBSI TABLE ONTHE SAME SHEETAND USING YOUR ACTUALSIIBSNUTECONOTION ( MULTIPLE MMOMUBSTRATEIMMRC PPATTERNWYAPPLY) SELECTMIANCHORCLIPPATFERNANDVEMFYTRA7THEREOU:REQANCHOR CAPACITY IS MET. - 7)IFWMMIn nN WACRVLLBSIFPIOBTANED N WBTABLEIS HIGHERTHANTHE DESIGN PRESSURE REQWRBIIENT(LBSIFT')FORTHE OPENING. YOU MAY USETHE'ANCHOR CAPACHY ADJUSTMENTFORMUTA TO OBI THELOW MCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPAGITYOPTION MAYBE SELECTED FORTHE SAME SUBSTRATE B) VERIFY THE DESIGN PRESSURE RATING(MVFM FOR THE FENESTRATION PRODUCT TO BE USED Me COMPAREWITH THE FNAL MULLION CAPACITY ILBSIFPI OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORWE ENTIRE MULLED FENESTRATION PRODUCTASSFMSLY. B) HIGHLIGHT OPTION UBEDAND TABLE VALUES USED IN A SPECIFIC APPUCATION WHEN USNGTHIS NOATOAPPLY FORAPERMIT. PRODUCT REVISED • cpmpl92g1 MN Ne FbNda Eluding Cpdp HD .. 17AB30.01 E:ponSon Polo 0512612021 No. M705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING. (OFFSET CLIP SHOWN) BnBRmE I SiINpPA00 I tyFgEtylLL a fiID YAY 6E I I wsrALLmfir e TNI91�lXC0. EXTERIOR . M'Wd`I 5@6HEET6 zFa wRNaE LIXAlIDi9 J ALL.i00. AUMuwaw SEETl = / BUCN6TIUP 1D139 EM MDR ND TMOPIENi 6YBREN3 l sEexaiE] sxEzn. .. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOREMBEDMENTTOBASEMATERW.SH BEBEYONDWMLDRESSWGORSTUCCO. 21OUAMMOFANCHOPSARDMULLIONSITESHOWNABOV AREFORPILTORMLREPRE AUON ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY R THEMONOR TOANCHOR DISTANCE. THE CORRECT OUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ONTHE FOLLOWING SHEETS. FOR DETNLSA-D, EITHERTHE STANDARD OR OFFSET MIP MAYBE USED, 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BACKS ARE OPTIONAL, SEE DETAIL C. SHEET & NLMASONRY CONDE COUNTYAPPROVm ELOOI4, S.S.S.e. AGGREGATOR MASONRY ANCHORS ECO ULTRAR DETAIL B: MULLION ATTACHED TO iX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 11 II ' I I I; I a Qe. I EXTERIOR / EDGE 4 OMm. FOR W WRY pe ANPN00.9 FOR ` TW.NICXOR PPR PL09iMTE, 6FSTABLE919.1]x ouDKsrnP Ao T ATfACXM9R BYOMB9:L QASEONEM 6FPNDETE ' :• V .. EIEET I. NNI: KSIfAICREII Ox CN11 • FRONT VIEW T19. AYG1O0. PERSU6SFMTE. 66 9EESEETABlFb 1&1]B � �{ N 8g U N 3N �OPuI L � W EIX'E luy�i, fiIStMCE J in 1� 6FE SEETnB1Es Ili lC j N O a SIDE VIEW US' W Q Li O EImEItTME srANDNd7aR z � � �E z = CUPETMILL OLIPmyEE y FLL'iH19 L loZl MiTICA v Q N Z K F Y Y a O a 0 0 a rn PRODUCT REVISED P PPm I IN with tEP MGM. xoA�-i c, 17-0630.01 �. N.. LT.YN,y'', .......... * N.. 58705 •*'Z 71 '•. �� F tu; S/ ♦ i A. L IN' W {MiL19, P.E. FL RE.A SBT05 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRYSTRUCTURE (STANDARD CUP SHOWN) Nw vxa wxcvsrsmwe FRONT VIEW LPN11.1 GNC ..GN SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BEBEYOND WAIL -DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION CORRECT OUAE THE MCHOR MITYAND LOCATONCITY OF IS BASED PARTLY NCHORS MUST BEOFOLLOWED. REFR DIETMCE. THE ERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE'KHEAD OR FLATHEAD. 4) WOOD BUONS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MWMI.DADE COUNTY, USE ONLY MIAMVDADE COUNTY APPROVED ELOO ULTRACON OR ELOO 114' S.S. AGGREGATOR MASONRY ANCHORS. =_a FRONTVIEW L L� E%TERIOR DETAIL E: y txrMlu MULLION TO MULLION INTERSECTION (ULLIP) TOPVIEW r I �xunx FRONT VIEW ®tC NOTES: Ekk I)IAAYBEINSTALLEDINTEPOR'CROSS- S INTERSECTIONS.5 d Y 2) MAYBE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. N 3) SEE ULLIP DRAWINGS IS EETE V-M w }U FOR CORBSPONDING MULLION. E)MER OR \Y 9FE9MFEf8i141F- N -LoamlLs E EDGE ET-_ 6EETABIES 1 o-tJ0 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SH J NOTES : 1)FOR L WOOD -SACRED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) ME CORRESPONDING MULLION TABLES. SHEETS 530, FOR QUANTRY OF SCREWS. SIDE VIEW PRODUCT REVISED M eomptIng with Lho FloFlaa NOA-NGeae 17 0630.01 NOA-14o. 58705 EXTERIOR DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE OETAUSA0.. suasrs 2 u�D D wx wsru.unou �� TOSPEcmcsussTRATEs. SIDE VIEW SMONN WCH PX4-XJ2V - NUL. STANDARD CLIP TO RE MOQFIEDIN{MLR E9GE f D45TANCE PFRANCXO0. NOTES FOR INSTALLATION OPTIONS F. 1) QUAIL IS NOT APPLICABLE FOR THE BAY OR 123' X2.1V X.120 MULLION. 2) SEE TABLES 1&1313 FOR ANCHOR QUANTITIES AND SHEETS 21-M FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FORTHISAPPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) O O O O TOP VIEW TAS SEEIE: EXTERIOR \ r' PRODUCTREVISED„EVISED a\ da B.ildine Cotlo 7-06 Flo0.01 IxrD vro00. N0A 10. 17A830.01 smct. Expire abn Date 5/26/2021 By - Mlam uel 1 EDGE DISTAN E L PER PN �lbR W 111E Y LYN NOTES FOR INSTALLATION OPTION 06N O o fit: LS 1)USE 2ANGLE CLIPS PER MULLION MO. CLIPS MUSTRE INSERTED INSIDE OF MULLION. ICENE Q.' 2)DETAIL G.SEETASLES 18.10 FOR ANCHOR QUANTITIES AND SHEET521.23FORHOLE Z*( ND.58706 LOCATIONS. 3)DE7AIL H:SEETABLE515B OR 16H FORANCHOROUANTRIESAND SHEET22 FOR HOLE O Apt., ATE F LOCATIONS. A. L" FL TABLE TA " M1L12oaIC Tobin b ' Olmnln5 WIdO (brleNralyapemllgmN5am1 n1 .MB H?ht(MThatImNB9MBpaDYM IIbil amluePolB 1tlF 1mF I-Imlft1121.135 L®@V 1WN 199M ReeWP'YI 69N Tmp'IBYIB. PeOmpNv 89F TtplManB PulanPYm XIN inpTlNg Pm1WpIW� MF iIYP/illalp neCtY9WeaJ±132" mN IuCW Lm9nB 1mRn0 t^pWY l°a61B I®An0 I°aMB 1°mll6 b°nB IT ftflo. @11 @G�d@ i3fl dI]hI11.B{m JM�3U 9]3 99.x W9 Im.9 X!5 RB - IVA 331 BBB 40 IOM ]19 621 J00 N.9 ... 141.0 91B M.8 Im 1wA ]IB 1w.. 31.]{.9 12Bs mA i12 B].0 b9 4S! 312 m1 N! CA 312 ]].5 ]12 81A 'Ae ]13 9n 610 2M 61.0 2M .4 312A 912 110 3m BM4 .2 n.1 x5] 3B1 621 Ytl ]!.5 MI 31.0 301 49] 318 i1.0 3B1 10.9 319 49.] 21B 30.0 Mf {B.1 310 2M 710 3M Wx 301 B18 11] 4!d m1 SS.l 121 ]B.B 3R ]B.1 +m a.1 to te.{ w1 3S1 lu 539 311 SxB 2bl ax0 w1 49A M3 37A 247 "A 1m ]29 2f] 41.0 tm 5-2 x] 2O 2n 19] 3M 30A IU ]xB 15T zt0 1B0 309 23B Im 5 mF X4 2m 41.2 170 nA AO 94 fm VA 1f0 3f.0 Im &d 2W NA tm MI] ym V.1 Im 3 mm 311 IM S7A iw M! 1]] M1 +91 iB9 MB M.] 1w N.s 1{0 10A 101 220 iM 18.6 101 21.7 141 SSJ mN Me tm 1. Im 2&+ 13e ms "3x10 te.9 10! x10 wa2 T. E I&5 ;M u9. tie' 1s.B 1m Iz5 uB10 111 in18.0 loi114 t1e - �- AnCIIOFW 1mR lw NYIen LNV FYIo1 CNV PT WOM 4YYI BYbNLL 21k fAMma SM Com. 1/,SAFko WWEko 1N•99IXa WOBInI W986n1 W28W Arcw Typn L1B-FkpUmcm 1/P FLOUYrtem 5'1C DEY L1P Ekp Npcpn 1H'Eka Vmeam A,mII.. Wmn APAeC {or Bom(O5) S.,,05) 9[Iw IGS) AAd.,CBp PBDBm9 ulY 1` R,IR' Y bIR T niB' OM' E6]o ®InT.11l,k 3' 2Arz- 1' 2.1? 11A' 1'bIR' LVO ". I. 1-1/9 I-flf Y I-w ISb` `6h1 EmBNmn,11M 13Y• "1EV' W<' 1+W T 4Vf ba 2m1w 9Nwa ]{Ob 9141m M{IEe &Sips w1 PY M3M Sm Oa yAmlm ®l9S NIn. C.G l9katlmEw WUI CBp ff'ry 1C C.IPNYLQC78SAM-mCA O`Iff0-i1' 58'Ima WI9m 4W Iw 1xOb {591b 8]l PO WA WA 1w b NIA 3I9 WA ROM WA WA WA 100b WA lblro 1 A m0141 WA ImFlb Bwb M9 Ye MSb BSSIm 11xJb +110M_ {ZAMm {ArcMa05'Mn OC./OIb15Apb(nwIIRB ]2 7m11. ]mM MOM 1lBOb 16YM MOIW 6mb WP NlA WA NN WA 119b 9ANMa®9AS Wn. nC.IWwp.InW.125'AIum.IN{F WA WA WA WA WA WA WA WA WA lenm S121M {77W nC ma 9zum Mow. t ArcKK7FI%B lro.sk Imme Immp 22sb a{Sma e22 ma u5M IaBb to lGn 97Yb WA WA 3110f M21M m06a 9gMMnB91.1StlN.QC/F-0Ip ffb. Bl 9NWa --TON WA WA WA WA 1Wb WA WA N/A Ivmc-o me 11--", v v............_.. FORMULlTO W.m I E PRODUCT REVISED 6 in .10 MD FlBdda miaing NON -NB. 77-0630.01 IN,ImnOn Dam 05/26/2021 e mivm a „ci mro FIGURE I: FIGURE2: TABLENOTES; 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --i 1.0m. 2) LINEAR INTERPOLATION OETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EX ACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.0m. LL • • • FIGURES SHOW SUGGESTEO, APPROXIMATE HOLE LOCATIONS, 12 A BA ON N41 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUFFILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-SO. WOOD SHALL BE PRESSURE -TREATED .5' f ,... �� '��:'�1GENgF (((z'�i FIGUR54: FIGURES: FIGURES: ( YELLOW SOUTHERN PINE Wl M MSG OF 0.55, ALUMINUM SHALLBE MO TSAND BEA MINIMUM OFAI THICK STEEL STUDS TO BE A MINIMUM GRACE M ANDB45-THICK(18 GAUGE). STRUCTURAL STEELTO BE AT Tl9iEADS BEYOND ANCHORS INTO MAYBESEE 1'XTX.125'MULUON No. 58T05 = '.* © I I OR 410T35CREW LEES T!5'THICKANDA36.CH ..XTEND 18AS.S. THEMATERIAL.#1D6#12 ANCHORS INiO WOOGMAY BE STEEL I&S S.S.OR 410 SS. 6 11 � • UI-INI ATE FL IAULIE LA MDBien C-11ty Table 9M1 Openln0 WICM(for wrIalyHMaMn IIAmI)arOpenNO Hephl(forloAzfuAaAyaPORIN Poin 1.m mIABnB) Se 1. WF ]Din Win t21X iNF 1W In 3715 a.]]fi PmIm9uW laiAW TyILM1ty LCi1O FeNielWaz WEIiIA ln]llnIna ng Im9R PeoNq�lm IOailN imBTAmD 1a'e0V Pennneem lwB1N TvplAay LmCo9 R Ae6Jm lYegThf6 RMmDWae TmpiB WYI Pec w. WNro Tmp'TI Lm➢9 Pnaa L Lt[i IMBIP g ggqq� {0. g gg dg all d a 4� H if #q S� � ,�uu s@ 6� yLIna1W d1.11 g � yInNW d sI Ili I Ij�=n 1g g It $$'NaJ1i tl 1� �Do �� d� �� ^5 �� 1� 43X fJnO BN In.O 19S 181.3 6R 1]U.D 4JB 1'ldi "aD W9 1126 0L' iPo6 al. Ma. WR�j 1T n6 BB3 1.. 51J 7V t834 91i NB BBi i06B 611 Y.] 6ID i6B8 HI IV. mi 1Ma 419 10.4 ear 1183 d10 mB SDi f061 M3 i0.o .W7lize P59 BJ.6 6N7 W6 WJ oe 3%501 %B 960 W 873M 1a7 dm 114B 3]9 m1 4d w.9 9J1 Jd.1 dm Po6 Ed 69.0 dY BlB ]W 9M 4m5J 61.0 d•i BDB }50d33B ]B6 31.0 dW B10 Y8 824 6B WB 258 %nBS4 dw w.] 36 )1.3 4b BlB 3ID 61.0 4m 73i .IIl Si4 Wt W.9 ]10 d7.5 4w19 42T W3 E7.8 ]14 34B dW 81.6 913 99.3 100 e1.B BC RBJ 49 BLB ]13 WN 823 a34 m9 i8 91.8 ]N 5]5 2n MB L4 61.R 3B1 34D 3N A6B 3W3r ]1.1 3H d30 aea R93 R33 Rf dnS 'Y.S 149 i4 d44 2UmF SIB aH VA 83 H.6 244 IT, 2H 9Ad !m d].0 N1 336 'SW n6 f S4 30.6 391 3'a3 3]3 =4 391 ]3A i!D 193 n54 3AJ L'0 1G0 ZM 334mF 446 3m A90 o 3&0 2W124 Rfl 33A im T.6 S21 A2 2V %1 31B MO 3nla 13.< RW ]9.0 R13 1A9 MB RB R10 16) Nd 31.] '� 14B Me Y77 Me tro ]0.0 ]33 IB1 .7 3?3 2a4 IBB Y6 99 aes in 200 alR ifl0 325 =1 1B0tSO335In 129 'Qfi iB.B in 11.3 T6 140 lib 1IJr.2 ITJ ItB i01 a.B 1/0 10S 41i M.9 1Bi ti.0 m 1Ba E4 t0A tm 13B]at fa.7 IW 10.9 10] t40 tYBnaW11e...1BN ia3 Im 3A0 tfd ]10 183 31 1F6 203 '20 IB3 1J.J t67 tfli 143 t5J 1BJ 113 IP3 iB0 I53 11.8 1BE fA3 152 Rf 183 144 tm &a 1@ 1l3 160 wN NO 'Ho De +sd +u tat lea wIn 1.5 la 127 Me 113 Atl E 1tl AneM1mrCe ac Tebk bB 9WBab: 2]v GNereh IMe CBN F seftlam PTWM1 MeW an .. LtC EIw ll4'69 FIac 'Jf6Ekp 114'89 EEe n-P Y1.fa H38Nd M[MTYP. N19•FkO WrscOn t/d'EIDO Wnw �mn 1't8'DoeUMm 1N'ReO Ultrmm gDB.GM UNsw Mpvnaka 6pmaIL619pIvxry51 eceur MCIIDf CII(S Pa6ema EEO D]Imo.4n r xuz 1" zlm it A• r 2-1m 11 z.lm z• zve• r 0. N' 0.94• 9.93r Em�AmeN pl 1N4• t-Y4• 194• 194^ . I -IN• I 1-v4• 1 LVC t-lu• 4v4• Lvr r- iSR• 1ST 'eMn xMCMn®d.is'MIn. O.G/SIenANImOMeIPIp M1b.lk ]m We 9m b] 4mm Bm lm tM4 m] 3ro11s 1811ev YNNe ide lb 974 E0 BNIb WBm ]pIIN 443m 5mW 4gmtun®1-05'MBLOG/9Nnhn11mnF5Y1 PIB lFp.3$ 4mm Me WA WA WA WA 3A I4e NIA NIA WA WA Wq WIEe Om IN 11Ml lro d Arenuvm]'Mn. o.0 i([IvsAfGb Ulwll4Yx ]2 Be08 imM Bnm lemma I. P4 9WEi Na Ie+ WA imm iw lea Bmep ImRm m21e. Bmlpa IIZOM O.0 /UC11p,'Ne.12Y 1Lm. (FN. df WA WA WA WA WA WA WA WA N4 WA WA WA WA WA ilSlb 2Art11¢45'Mn NSen a916f fiSm 190 We 1JI IC5 )]016 tBlm 9]Sb di]Ya RO kn 2]I leo 3m W0 IAFM/FDM(Rp. Sk 3gmlma®1.IS NIrt O.G Fak(fk-a7 MERB 2mW InW 15J 0a 325 Ne WA Wq WA WA tm In WA WA NIA k'A WA j Nllb NRIW mObe I NOTE.: FOR THE OFYSGI GLM, Use me 5 . rv44.nvn -1--n -.---- .- CAP_ YIELD A MINIMUM ANCHOR I MAY DE USED TO QUALIFY HOR OPTIONS FROM THE TYTARLE. J X PRODUCT REVISED p Ingg ItM1 the FlRriBa Bp001n0 mtle Now-xe. 17-0630.07 FIGURE I: FIGURE2 TABLENOTES: ® 1) SEE SHEET I FOR INSTRUCTIONS ON WING THETABLES AND SHEU26 FOR INFORMATION ON LOADING. SEE SHEETS 23 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$ Is ALLOWABLE Imo- �-- ' • FIGURES; ® ANGLECUPMUSTBEUSEDINPAIRS. FIGURES: • 3) MULUM AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR FXACTDIMENSIONS, SEE SHEETS21-23. HOLES TO BE DRILLEUBD IN THE FIELD FOLLOWING DIMENSIONAL PE3TRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)SSTRATES: CONCRETE SHALL CONFORM TO AO 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF055. ALUMINUM SHALLSERS6 Tb AND BEA MINIMUM OF.125' THICK. STEELSIDDS TO SEAMINIMUM GRADE 33 AHD.045°THId((iB GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I2S'THICK AND A36. ALL ANCHORS INTO METAL SHALL EX TEND AT LEAST 3 SCREWTHRFADS BEYOND THEMATERIAL.0108 N12 ANCHORS INTO WOOD MAYBE STEEL, I"S.S OR 410 S.S. 2.000• L '3T5 1.%2. %.3J5"MULLION - .`�qON..^•.. M/ �!� P' No. 58T05 P'' _* '; *C /`p 9OC(�(-']R . ( P�•, pSTI ITT ;'[U.. iTAOs� F[ORIO?: a \�'C • FIGURED: FIGURE4: f� A. LYNIJWEER, P.E. 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XOAWpdV FR850; NIIE 5'In•Eko 1M 33 E1v w6fko t/J'S9 Ek0 XW Am Mx61al Re" ellaluJ ,VeatlTypx Yt8'FY0VIVe[m WFI[0VN'm wNtm L'n'EkOUWdem v"Eha NnBlm Aapealw Utsm Ag]Givr Btm(W)9[M (,)lm Pd16[rr F.m An4wrCYp P.Cema faR IXelarcapli} P 2t? Y 2)2 3fIB' tV2 D4Y 2' 9v8" 1 Ob O.ST n9d' ' ENMnnt Y 1Sd' M1Yf tO'd• }tlf 2 t-I/p Lvd• fn/C - 4va° +-W' 44P T 4&0' f Yfi' vMm 4 M[Inn®Safn.aC/Qf xSSAryI[tllp9/ .» Twlm ..e AM. It . 1wn Ps em0} SBIBS wA >w pe Tdaka PbBim fWSIm wE ks ae5m fdmw TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TA3LE3 AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. " FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EKACTOIMENSIONS, 3EESHEET521-25 p HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIUET) CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GM. WO00 SHAM. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE EAT5 AND BE A MINIMUM OF,125° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AN0.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.124 THICK AND ASS, ALL ANCHORS INTO METAL SHALL E)LI END AT LEAST SCREW THREATS BEYOND THB MATERIAL. A1081312 ANCHORS INTO WOOD MAY BE STEEL, 1&E SS. OR 410 S.S. ANCHOR C ..,m.�.) ANCHORCAP.— MULLION CAP..e,.,.. FORMUI kTO OBTAIN THE -ANCHOR REQUIRED' CORRESPONDING TO AN RESSURE REQUIREMENT FOR THE WHEN R IS LOWER THAN THE MULLION (FROM THE TAKE) OF THE R WILLYIELDAMWSELECTED IMUMANCHOOR K x Y Y O Z �$$2 I'o PRODUCT REVISED' as plyyl4nIlwIN Nu FloriaY Bmlaine NQA-No.n. 77.0630.01 Explemlon Dole 05/26/2021 mmml- n pmauo olevo * No. 58705 ' .YNNMII P.E. 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IMPACT -RESISTANT ALUMINUM TUBE MULLIONS � 30 DEGREE BAY MULL SPECS e S� is 0 s N/A 'WA aawmn. 630WR 14 d° r3 90 u ,o. n a J RO SOWSKI ua 0SR9/11 cwmaY: o.r Ra" ° J R`OSOWSKI 009/17 NO CH'N^FS THIS SHEET NhY L°nSN a z g g Y a u < mo �a �y �- m i ue Y b Nwb°apwn tmm) ggc B 3g R �� '�u e e u� EE �$ c b e� p o WLIm GUNIb r a 6' 4 PwO31�� PrcMrta��y - ReRm.epbl s "s g ill p t- - ,f s m 8 e m 'E e a N"e°n acew 4 Y e RS w u _ R$ 7i e. g 1 1 RWWm N"Ib g ao�lys>eno�cgbbele > w�°'€ g o L $[ -151 � g g g g v g MMNEmFIIy a ep b! by 9 z NSWml�cib 6LS� 4� 3 r* g A tin g g 8-. i G g m E e MtivL1P b N@Mm NrI 6 3 - d3pp55 yy n N='e Sgyg Eli "s maYa aom�",'r aqm O: E M�indPbb d Y N SI, g g g o? a m�� P o Rmlem�a) 8 b slim aci61 a =& E g E S Y b i± waL.e 6m) b 6 =, a g>=es=�g'=gcggg�5" _all g g g g e: 5 6 amro�bg AmBsp b b P bb bo Nwdbs a' ep�gm"em"zW �g$'�v.Ktiac.wnv a•m:.e ro.) sa� egg"6 g?sax oaf) E5"a S _ b GL+mAF qq 4 gEg Ev538g�� Inn mm tmwmvc mmc x vwxt n.uan !°I1J .m-Iab aemeewrry dt-aa37�d '133HSSIHI 9=IUNVHO ON LW6 U99 INSMOS9Af w roa n \(1u�l�lprG unc viva H Ocmv .aurae o...>o° ll/6Z/89w IHSMOS021�Ok * .... a��' al w��m7�7a�e�o�i�a•.ar��J�s��o.71m�r�� Z aus ?Jf69E9 nv tl/N V/N w m e ; `�\�.•:.....� , S03dS ll(IW AV 4 3RHE)BG 94 SNOnlnW3enlwnNlWnlvlNvlslS3a-iovdwl PC a. - R 03/.a353a SiN91tl TN "DKVUSnaN119d MZOMO(M d= U-_-M�'° OEe a n 4 '•gy dW Es � o°v rc id QO 2Zaa OK WxyU � • O°LL�W�Oi C � €SYSI� �em qSa = o� s X<��<°ati ¢¢ �LLJ °OQ ZVZ �� a �n3 :'aas8 ai 3? a Pr a,miu n 3[�C§•p,B�� O N� LL�OWN a-A$y z w 5 f Oo. m� S OY•j9 Sal yy� F 6 WV ORiIFM- ��NNbm.3 S00 Oam x0N u'Pj�biS2� ¢� N Nm 3w°�n�s iip e o� .�sto u zm�aa and NePg3 � $7, 3!�+ QOWm�.gwii g ;'}HHH 6 K LL2Z %6.6 �q�q m�:°gym ° zzx EpeW00 o ZLL M a � n6m O� g r� z �� wU3O�eai u8 R6 �NM1HE b o Z� �F q¢O pis§ an a OR: ow h 'dRog Z°ra— gj�S ^F � is r am0 s w � a g�w NpaFr p j `a.•9 N SS9 OSC - g� m pp F bN N n2G dUYF1x- N 6 N• a�3 m - a � aa� w « gp E m !m6 El Ll3 as �� g❑ 0 93S el � ® LL n n u m m sa 'a �'s n (mi wi�a $ gweaq�p R tW oemwa NPNgnV.N GY � gig � � �. n �n 5 � 9 'A s � NPedt•°ueoPw � � � ^ = � m _ 8 A 9 R Epp, P e Ha�aq� q t`y ¢ (WGWbva 9 `4n d e� n C `m g a � m q p @ NIvvGV /MrN Si 0 M 3 R iF iA A a E s a' Nf>oae]�➢�nw R�� N_ 9 3 3 8% a F1 NP�a wur �o E§g Nr.ma�z_RE_�z«"x_oass"e�a"R `e 8 os 99 (°�wal 9 4 9 q e NPaanmvw R g �' F 4meaw evwr p NP.aa„Nwrva¢@rec�e�a��gRasiAd gyeq c�vrn � & o R � 8 S R § i R A q�q`d g ® APed.'JnV.W 2urvvtl � 'e e g m J s s s s de °� y(auoluma F1.OW'�I F-1.250'—I -� ,.DOo• r Illy ,.DEAN' r —'I ,.Door r— -y 1.P00 I'" .125• a 2V 2.750' 2750' .12Y 31R6 .125' 3.188' 26 2s 2p0p' 2000' 265 .126' L 315' 5' '1• .500' r � � � r J'XTX.12VMUWON 1'XT%.376'MUMION ,'X27S%,31SNULLDN 1'X2T6'X d5m M11DlON P%3125 %.SMUWIXI ISS'X3.16YX35S EWLLDN 6063T4am 6 TBALIM 6a53Uaua 6 T8AWM, aM3T6ALUM. MOTMOM. %SFCTXIN %,SECTION %SECTION "ECTION %SECTION )(SECTION fy r—.125' STANDARD CLIP 8051T6 ALUM. 2.000' XSECTION I 125' 4 3M70W4 ,4—Oea — L _J F MCHO HDAHECVENEfl OERNN\TSHEETS 617 FORT DISTANCE. DIAMETER ANCHOI ANCHOI .375 MBa. f--- --- I I I I I • I I I I I I I I 0iQ! STANDAROCLIP 66 76 ALUM. TOPNEVI .S76- IN. IN. I I I I B I I I OFFSET CLIP 606 T6ALUM TOPVIEW I 2.125• UTZ N.Um W6ECTION .12s-T 4 — .Tao• 4- 4 S38'MIR p I 11LLw mB3Te P:LM TowlEw CENTER OF ANCNgi HOLE MUST lIE HE EMW BOUNDARY, S OUNDAYSE SNEIIS1TFO RTNE ANCHORaC. DISTANCE MA%IMUM ANCHOR HOW DIAMETER:: ANCHOR DIAMEf6R.1rv6•. M MOLE CUP Ooo3WAWM, 21' XSECTION 12T � 376'MW H "-----"----'----- 2X5ATeL u w E061T8ALUM oPV Ew CEMROFANONOHOEMUST LEWTHE DOS.WETAA.E 5618FORTHE ANCHOR O.C. DISTANCE. M VGMUM ANCHOR HOW OLAMETER: ANCHOR DIAMETER • VlV. Mull Dimension (sheath) Mullion Std. Clip I OI(sel Clip UClip AnSle CHp 1'X T X.12E(5) Wks 668113M emill8M 8887A3M 666511M 1• X 2° x.3W (6) BIDS 6MI14M 6661118M 668244M OWS12M 1'X2.76'X.37S'(7) 66607 66611EM 6NI120M 666245M 666513M VX2.7SX.650'(S) 66608 668118M OM1121M 666248M 666514M V X3.l W X.50P (6) WW7M W61116M 6661114M 666242M 666515M 1.25' X3.188' X.26S(12) 66641M 6661717M 6661113M 666241M 666516M 1.2S'X7l1'X.125!(1S) 693)D WA WA WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SIM ON THIS SHEET. 2) SEE SHEETS Sa 12818 FOR SUGGESTED, APPROMMATEHOLE LOCADONS B ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TGRI F A Sinu.noLI Value on)l For Muillow A imm VXT X.125' B 05'I 2B54 auminum Tube Mullion C 0.895 0 0.740 A L125 VXT X.375• B 2409 aluninum Tube MMgen C 0,635 D OA90 A 1.875 i'X27T•X B 3.000 ,375Allmun C a757 Dale Mullion P 1.118 A 1.312 V %2.75" X .850' aumllMm Tube Mullion B 3.O110 C 0.478 D o m X3.125°sw Al mTuba Mug 1.2SX3.18B• 700 Mull J1" 126• X2.11' .721' Alum Tuba Mull PRODUCT REVISED auna'�ne1H g wI h tho Florida Noa41e. 17-0630.01 #.: No. 687M -1 1.000- [-- V X4-X.125' MULLION 61 TBALUM. X-SECTION —i I.Cow -- 1'X4•%.3]S ) MULLION 6063'T0 ALUM. XSECTICN 12FX&2SX.1W' 125'X3.26°X.620 MULUDN MULUON 611115-T6ALUM. 6005-T5ALUM. X-SECTION X-SECTION V x4'X.3W T-MULUON B003-T6 ALUM. X-SECTION .250' 394' .100' 624' _�. .U0. 1.26'XSAOX.024° MULLION 600&TSALUM, X-SECTION XV MIN. .3T6' MIN. 740 '�s� S -'125 BTANDAROCIIP 2.DDD" MO TO AUUM I 2.125' 2.W0• 2`(SANOW CUP D %SECTION U.CUP MITe ALUM, M0 T6 ALUM. %SECTION .126" I %SECTION L a U FF Z �Ne LL .12V o = WITHIN CENTER OF ANCHOR HOLE MUST LIE THE J U. ED BOUNDARY. SEE Dh4HANCHOR 00. DISTANIM MAXMUMFOR ANCI R I, V.HOLE DIAMETER: ANCHOR DIAMETER 41/i6'.� W D] o —3125------�{-',,A7 EF-CL1u SEE DETARF.SHEET4 .3TS CENTEROF 1 ANCHORHOLE 1 MUSTURWITHW 1 ME DASHED 1 BOUNDARY.SEE I I F SHEETS UNIT FORT Il ANCHOR O.C. F I DISTANCE MAXIMUM I I 1 ANCHOR HOLE DIMAEIER: __ L-------- ANCHOR DIAMETER a 1(1S'. STANDAADCUP U-CUP 4 A OF ANCHOR HOLE MUSTUE 6053-TSAWM. 6053-TB ALVM. TO"EW TOPVIEW J TIM DASHED BOUNDARY. e °n "i cne Tac nnirunu SEE n n TART F !` v''� 125' q5• 2260"574E SAY MUWON 32 V6-MYMUL083n ALUM%SECTIONX.SE1CT[O.220"I-.981'-4 .228'�—.BB1°-i NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON TWS 5HEET. 2) SEE SHEETS 10. 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111w, OFFSETCUP TOFMEW TARI c n nnMT Dlmandon Value (in) For melon: Dlmenalon Value Or) For Mulllon: F 0 3.687 LOBO i" 4" X .12V Nang. Tube wulnn F D 1.938 0.60D 1.2 X 3.25° xem. All. Tube Mullion M 2FA0 --am H 1 1.436 3.250 F 3.187 1' X4' X .3TV Alunl.g. Tuanvr F 0 2026 1.125 136' %3.84' %.824° Aluminum Tlma Mullion 0 H I 0757 2.4W 3.600 H I 1.'S O 3.250 F 2260 1.26•X&Z X.100' Numinml Tuba MuShn F 2,813 3V Bay Mug 0 H 1 0.760 vwo 3.250 F 2.835 atria Mum TARI F n Mull Werveslon (dleetN POTPad6 Mullion Std. 011, OffsetCHP UQiP AnaMCIIP •xaT X.125'(10) WON MUM 8E61122M 606241M E66511111 1'xi- X.we(11) 66616 Ml12M MH23M 666242N SESSION V XT X.375° T (it) 1.2SX&25'%.106°(13) 1.2&X3,25'X.S2,F(14) 66653 20160I3013 20101I4031S 6e6112M 666119M 0601128M 6681123M 6681124M NO1129M E6N42M W62410M NON11M 8808IBM 0MIUM 66a1116M 1.2YX3.94'X.024'(15) MISS 00B111TM Sell Mil M517M 3O Demue(19) M49 WA WA WA MSIIDM 4S Demme lA) (SAM WA WA WA N66111M PRODUCT REVISED a lya g wltN Me Mande oamICC tle NO .. 17-0630.01 Ex,indlon Sete OfU2612021 i ti 1 Mlam a6o r Conlro 1 5 I i 111111111/li ' ....... J �L ; l�i %pOQ RU]EO (v�: I i 'A,S�oNALI�p\1�� A. LVNN MILL ER. P.E. Mull Dimension (sheet C) PGT Parts MGlllon SW. CIip UClip An01e Clip T Xd" %.25"(1 B) 16802 666261M 666271M 6B651HM T X6•X.25'(17) 66804 6662111 6fi82]2M fi865113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICRONS GIVEN ON THIS SHEET. 2) SEE. SHEETS 16-17 FOR SUGGESTED, APPROXIMATE ROLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1000' .375 i MIN. 4.000- .250' YX4'X.2Y MULLION 6MITS ALUM, X-SECTION 250' r-2000'--t TXfi'X.2s MUWON ew0 nALUM. %SECTION ^L— --� �—.t25• .. STANDARD CLIP 6M3T6 ALUM X-SECTON I CUTHERETO ---I CREATEFCLIP, ,375' ¢ _9EE DE7AlL F, MIN. SHEET< I __ _______T 1 1 1 I I I I I I I I I_ STANOANDCUP HOLEMUSTUE 6063TO ALUM MIIYIIARY. GFE TOPMEW ANCHOR 5.500' CUTTER¢Te 3500"—CREATEFALIP. .375' E _SEE-?PRi, MIN. I I I I I ______ I f I _______�I I I I I I P-.Ew 1 I I I I II I II I I j I � I i I I I I I 1 1 I 5.G I STANDARUCUP 6M1TeAWM TOP VIEW f r--II--.125' U4'LIP I 2XS ANGLE CUP 60B1T6 AWN. 666176 ALUM. 2A.- X-SECTION 2000' XSECTION L L 75' -- q .3T5' � MIN I_____________________1 I I I 1 I II I I I I I SAW j .375 MIN U-CLIP, fiM1TBPLUM. MS ANGLECLIP SED F'OR2•Xd'MTtIAL SHEET i6 CENTEROF ANCHOR HOLE MUST LIE 606}TSALUM. TOPNEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16.17 FOR THE ANCHOR D.C. ENTER OF PNCMOR L'EMUSTUE DI STANCE. MAXIMUM ANCHOR HOLE ,....,.....e...eucn nn„unew c¢ �OIAMETER ANCHOR DIAMETER Y 1mv. .375' I I IT I IIU.cuP 6061T6ALUM. USED FOR T X 6' MUD i1.ST,(ON SHEET 17 TOPVIEW DUTANGLECUP OW1UAWM. TOPMEW N o K O Y Y � 3 0 PRODUCT REVISED BuBEITTg g! With th6 PlPrl6R NDAlIu. 17-0630.01 EaPbelmn Date-5J28/2O21 BY oPTOYuct " * i No. 5870E . '. A. EXAMFLE T SINGLE WRRCAL MULL ION THE BUILDING SUBSTRATE 15 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME OEM IS 2.1W. WE OPENING REQUIRES A DESIGN PRESSURE OF-60N60.O PSH. 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUOABLE.ME MULLION LENGTH IS T2' AND THE OPENING WIDTH I53r-=-I--W. REFERENCING SHEET 25, THE COLUMN USING UE � 6d 99 NO M'Q10R5 _ - - WHEW RECTANGULAR LOADING MUST BE USM SCAN THE MULLION TABLES FOR A MUWON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF P-1IGANDWILL NEST OR EXCEED THE REQUIRED D�b --L DESIGNPRESSURE OF•SSO-SOOPSF. IFTHETABLEDOEB NOT SHOW THEEXACTSIM USE THE NEMLARGERSDEAVARABLE. HOWEVERMEDESIGN PRESSURE Is 458.3 PSF AND WOULD -R^ SEE 6. FROM TABLE 3A,SHEETT,THE 1'X2.75'X XS' MILLION (LENGTH •T2",OPENINGWDTH=T0'TMEETSWEDEPIHREWIREO, GENE. ^gnq PRODUCTS nsr.Ln' SHEETS NOT BE SUITABLE FOR THIS APPLICATION. oY APFRPd1\ 23 FROM TABLE 4A SHEET B, THE V X 2.75- XASO' MULU014 (LENGTH - 72'. OPENING WIDTH =I0') HAS A DESIGN PRESSURE OF•L72T PSF WHICH EXGEEOS THE REQUIREMENTS FOR THE 7T OPENING AND MAY e'c USED IN THIS APPLICATION, NOTE WE ANCHOR CAPACITY REQUIRED OF BOB LBS. N leuwary t6x6m -- 2) USE TABLE HE ANCHOR THEWOOD ESER DARD (4)612 ANCHORS PNDTHE 2%9 OFSEELO. ND s g U 2p• w 4 Q THOUPTYPE HEITHEROUIRED NEGOULD ED,THETANARDCLIIS To ANGLE CLIPS WIRI(4)012 ANCHORS HAVEACAPACITV OF BBS LBS. THOUGH EIMERONECWLDBEUSED, THE STANDARD CLIP IS EASIER TO INSTALL. WITH ANHORSHT AAPACIT 2 xNrc 11J SME oETA15, 3)VERIFYTHE DESIGN PRESSURE OF ME FENESTRATION PRODUCTSUSED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS,WILL N SHEETS APPLY TO THE OVERALL ASSEMBLY. FINALDESIGN PRESSURE REQUIRES MATTHE BOTH THE MULLIONAND THE FENESTRATION PRODUCTSE INSTALLED INACCORDANCEWITH THE j W 2'3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESANDFENESTRATON PRODUCTSTO MULLION. �R a IN THIS E%AMPLE,THEDESIGN PRESSlSiEREOUIRE0 WAS PSF. THE OVERALL MULLION SYSTEM WAS BETERMINEUTO BE PSFWTTH ANANCHOR CMACITYOF WE LBS.ALTERNATIVELY. III NOAN[MOR9Ix WINDOW SILL THE ANCHOR CAPACTTYADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHORCAPACRY REQUIRED FORMS EXACT DESIGN PRESSURE OF 0PSF: j m WIC JY �I— 1— OT WIDIH 636LB5 (60 PSF)%�—)=524.9 LB9 (MAYBE USED TO QUALIFY#fOSTEELSCREWS FROM TABLE 4B) 1— U' I. 2 GPExwOwOTx 72.7 FSF 2 $ m T THE BURDINGSUBSTRATE ISMOWNTOBE CMU QNTHEJAMBSAND USESACONCRETE HEADERAND6ILLTIEWINDQWFRPMEDEPTHIS2-WW.WEOPENWGREWIRESA 7 g bZ DESIGN PRESSURE OF+50NSSOPSF. — - EXAMPLE 2: MULTIPLE MULLIONS 1) INITIALLY ASSUMING THAT A P WID E MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+7r+I%IOV AND THE OPENING WIDTH IS 3F+Wtl'=7T.. REFERENCING SHEET 25, 6 TIE COLUMN USING REOTANGULAR LOADING SHALL BE USED. SCAN THE MULUON TABLES FORA MULLION TWITS AT LEAST MEWINDOWFRAME DEPTH OF 2-310"AND WILLMEET UUU0.FROM OR EXCEEDTHE REQUIRED DESIGN PRESSURE OF+5O.01-55.OPSP. IFTHE TABLE DOES NOT SHOWTHE E%ACTSIZE USEMENE%T LARGER SIZEAVAILABLE. TAELE 3A, SHEET 7, THE 1'X 2.75'X.37V MULLION(LENGTH-100'. OPENINGWIDTH- B0) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+AIS,I PSFAND WOULD NOTBE SUITABLEFORTHISAPPUCATWN.FROM ft2j,", TABLE 120. SHEET 16. THE 2'X 4"X.250"MULLION(LENGTH=103°, OPENING WIDTH=BD°) NASA DESIGN PRESSURE OF+/6V POP WHICH EXCEEISTHE REQUIREMENTS dFORTHE OPENING AND MAY BE USED IN THIS APPLICATON. NOTEMEANCHOR CAPACITY REQUIRED OF"ILBS. mBECAUSEITIS NOWMOWN WATTHE MULLION WILLADD 2- TOME WIDTH OF ME MULLEDUNT.THEADJUSTED OPEMNGWIDW IS36'+3V' 174',NOTGPASPREMOUSLY ASSUMED. VERIPYWATTHE DESIGN PRESSURE IS STLLAPPLICABLE FORTHEADJUSTEO OPENING.ALTERNATIVELY,THEWINDOWWOMS MAYBE REOUCEOTOMAINTNN PRODUCT REVISED TIE 73' DIMENSION (3 ln/ 354I as p In9 wIPo 0e Flpaaa 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME ME POURED WITHIN THE V. CARE MUST BE TAKEN TO MAINTAIN ME FASTENERS EDGE DISTANCE. Building oae NOJbNa. 17-0630.01 CONCRETE HEADER AND SILL ARE VWIDE. IF THE MULLION CLIP WERE TO BE CENTERED USING THE STANDARD CLIP Win(6)3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2' GIVES AN ANCHOR CAPACITY OF 105E US WHICH IS GREATER AND B.plmOnn Dale 05/2612021 THEREFORE SUITABLE, FOR ME REQUIRED ANCHOR CAPACITY OF V1 LOS, S FOR THE HORIZONTAL MULLIONS: W BY MLnm ap meant eenw BECAUSE THE VERTICAL MULL WILL BE A2'%4'%.260' MULLION, IN THIS EXAMPLE WF WILL MATCH ME HORIZONTAL AND VERTICAL MILLIONS, ALTERNATIVELY. MOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGM IS 36' AND THE OPENING HEIGM IS 32"♦WIT=IOW. REFERENCING SHEET 25, ME COLUMN USNGIRAPEZOIDAUTRIANGULAR LOADING MAY BE t00 USED. FROM TABLE M, SHEET 16, ME 2'X4-X.257 MULLION (9 LENGTH - 42'.OPENING HEIGHT =120) HAS DESIGN PRESSURE OF H-090.O PSF WHICH EXCEEDS ME REQUIREMENTS FOR ME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 USE. -21 2) USE TABLE I2B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR ME CM SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE V I WIDE. IF ME MULLION CLIP WERE TO BE CENTERED WITHIN ME W, CARE MUST BE THEN TO MAINTAIN ME FASTENERS EDGE DISTANCE. USING ME 2X5 ANGLE CLIPS WITH (4)3H6- ULITWCON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF OW LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 1UIIII ANCHOR CAPACITY OF 521 LBS .�a�NY LY/vA( 4) FORMS UZUP IN ME HORRONTAL MULLION TO VERTICAL MULLION, USE ME SAMEANCHORCAPAGTYOF 521 LBS.TABLE 120 FORMS "UP SHOWSME ANCHOR THEREFORE SUITABLE, FOR ME REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LSS.WE ID a1�,+ JGENSF Q' CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND ANCHOR TYPE IS AYIZ STEEL SCREW, 4 N.. 5870O FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS:*- +1-61.7 PSF FROMME VERTICALMUWON; �•'//L ` H-17TOPSF FROM ME 3V HORDONTAL MULLION ATTACHING TO CMU: n Opp•,. SATE 4 �.0 iY(i. •/-iR1.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHINGTO ME VERTICAL NIUWGWINTERSECTON} OFTHE MULLIONS. 0 '•"loGIO?.." THE LOWEST DESIGN PRESSURE IS11E13 PSF AND WOULD APPLYTOALL 0 �""IYONAL VERIFY THE DESIGN PRESSURE OF ME FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRARON THATTHE BOTH ME MULLONAND ME FENESTRATION MCOUCTSE WSTALLEO IN 5, PRODUCTS, WILLAPPLY TO THE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES ACCORDANCE WITH ME INSTALLATION SPECIFICATIONS INTO RESPECTIVESUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. A LYNNIMALLKP,E, $ FL P.E.#58705 IOIAMPLES OF RECTANGULAR LOADING: III LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED VMS LOADING OF VERTICAL MULLION SLLLOFWINDOWSNOTANCHORED LOADING OF VERTICAL MULLION SLLLOFWINDOWSNOTANCHORED lip All 1651--off LOADING OF WRTICAL MULLION WITH INTERSECTING HORIZONTAL MULLI LOADING OF HORZONTAL MULLION WITH INTERSECTING VERTICAL MULUO LOADING OF VERTICAL MULLION PANEL OF HINGEDOOORIS NOTCAPTUREDORANCH00ED WITH ENAMPLESOFTRPPEZOIOAVIRLWGUtAR LOADING' MIFSEWWNI� I I" 0M I MOM IVA o"i PW PW t3 W O a m g - o w z, 5 LOADINOOFVERTICALMUWON m W Q J Z LOADINOOFHORIZONTALMUWON LOADING OF HORIZONTAL MULLION Z � Pw N 51 1� 16 OF (Z) HORIZONTAL % - FW MULLIONS LOADINOOFVERTICAL MULLION FW r W m Z a_ �pp SHIOX 04 pN $so Ym u PRODUCT RtEVISED pryryingg IN the FIONOa D,,,d ng COLa NGA-Nn, 17.0670.G1 Fipkattan Onto 05/26/2021 LOADING OF HORIZONTAL it, Ml rtinetZ'on4or MULLION NOTES: 1) DRAWINGS ARE _- RERESENTATIONSOFTYPICAL P`N CONFIGURATIONS MANFIOURTFAPOINOTSNOM ... ' MAYSE HOWN.0IATED FROM THOSESHOWN. 2) IF THE LOADING TYPE CANNOT t �/— SEOETERMINED.USE �``apNY LVNry. M _ RECTANGUL LOADING.3) SEE �` � •' •ILCEN9f '•.�� p C AMALANCHORLOCAROVAL FOR T}� NO. 5H)(IS ACTUAL ANCHOR LOCATIONS. :. n ,�•- LOADING OF HORIZONTAL MULLION I