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Home My WebLink AboutNOASCANNED BY MIAMI•DADE St. Lucie County MUM-DADECOUNTY 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 OF PGT w .miamidade.eovleconomv 1070 North mice, gy FL 342e FILE North Venice, FI.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 "SH-700" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: 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., 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 NOA916-0714.06 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. 1VOANo. ch26, 0.08 REVIEWED tion Date: March 262021 i►�2o��?CODE COMPL e: November30,2017 ST. LUCIE COUNTY Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09101105, 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® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 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 er P.E. Product Contro Ex iner NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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. 05-1018.01 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. FTL4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA 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 ..4) 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 08/11/05, 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. 05-1018.01) / MantelR0.08 P.E. (/ Product Contrfiner NOA No. 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 5th Edition (2014) and FBC 61h 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 51h Edition (2014) and FBC 61 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. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 07-0322.06) 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. aVrOIELL'er. Product CoNOA30.08 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 1/8' ANNEALED GLASS WITH A.090-KURARAY TROSIFOL' PVB (BY KURARAY AMERICA INC.) OR.090- SAFLE%OPV13 INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16- LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8- HEAT STRENGTHENED GLASS WITH A .090- KURARAYTROSIFOL*PVB (BY KURARAYAMERICA INC.)OR.OW SAFLEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH A .090'KURARAYTROSIFOL'F0(BYKURARAYAMERICA INC.) OR.090' SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7/16' LAMI CONSISTING OF (2) LITES OF S/16-ANNEALED GLASS WITH A.090-KURARAY TROSIFOO PVB (BY KURARAY AMERICA INC.) OR.D9W SAFLEX 0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7116' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A .090- KURARAY TROSIFOL 'PVB(BY KURARAY AMERICA INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7116' LAW CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC.) OR.D9U' SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13116' LAM] IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA. INC.) 011.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16- LAMI IG: (1) LITE OF 118- TEMPERED GLASS, AN AIR SPACE AND 5/16- LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF1/8'HEATSTRENGTHENED GLASS WITH A.090'KURARAYTROSIFOL° PVB(BYKURARAYAMERICAINC.) OR .DW SAFLEX'PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. INI6' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS. AN AIR SPACE AND 5116-LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL PL�VB(BY KURARAYAMERICA INC.)OR.WO'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J. 13/1E' LAMI IS: (1) LITE OF IM' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 8/16'ANNEALED GLASS WITH A .090- KURARAY TROSIFOL'PVB (BY KURARAY 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 7116' LAMI CONSISTING OF (1) LITE OF SHIP ANNEALED GLASS AND (1) LITE OF311V HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL PVB(BYKURARAYAMERICAINC.)' OR.OW' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 1311V LAMI IS: (1) LITE OF 118' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16- HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL P�VB(BV KURARAY AMERICA, INC.) OR.090' SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16' LAW IS: (1) LITE OF//8' ANNEALED GLASS, AN AIR SPACE AND 6/16' LAMI CONSISTING OF (2) UTES 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, VIEW 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 13D0. 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/STANDARDSUSEM :2017 FL00.10ADUILOING ZIODE (FELL 61N EDn10N �2U14 FLORIDA WILDING COCE (F6C), STH EDITION .ASTM E130E01 -ANSVAFWA NDS2015 FDR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL ADN301S •AISI SIW12 �AISL 350.10 NOA DRAWING MAP SHEET GENERAL NOTES. ............ i GLAZING DETAILS ............ 2 DESIGN PRESSURES 3 , ELEVATIONS 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 PARTS UST.. ................. ... 6 EXTRUSIONS..._ ............... T CORNER DETAIL ............. 7 ANCHORAGE.._ ................ 8-11 Materiel Min. FF Min. F. Steel SLnNI 92 ksi 12D ksl Elm UIteCDnD 155 k51 177kS1 410 SS Elm CmleFle3® 127.4 ksi 189.7 ksl 6083-75AIImirum 16 ksl 22 kst A36 Steel 38 ksi 58 k61 Gr. 33 Steal 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 8 THROUGH 11 FORANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. G. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. , 7. REFERENCES: TEST REPORTS FTL-4645, FTL4646, FTL4647, FTL4648, FTL4649, FTL4650, FTL-4651, FTL4723, FTL4957, FT1.4958 AND FTLS063. ANSVAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 3 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. 19T11110.1GY CFAT.OFAUMO r�ffft" NNNIEL 9Ll L �A 'oS�ONAL BN.• A LYNN MILLER, P.E. 12'NONL GLASS BITE 12' NOM. GLASS BITE Parttr Description Material 71 Kommedin04SG TIPS Spacer System 72 Ouanex Super Spacer nXrw1h Hot Me8 Butyl See this Sheet br 73 Quanex Dumseal Spacer Materials 74 Cardnal XL Edge Spacer }yl �118' ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 09D PVB INTERLAYER 090 PVB INTERLAYER l�T 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3116- ANNEALED OR HEAT STRENGTHENED GLASS 5H6- NM OWIT LAMINATED 5, LAMINATED GLASS 80,61 or 82 7/16" LAMINATED GLASS 83,84 ar 65 71-74 71-74 < (EXTERIOR INTERIOR* 1 (ALL SECTIONS) In In ir� -PVB"= KURARAV TROSIFOL 2-NOM. I2'NOM. PVB INTERLAYER LASS BITE 46 GLASS BITE a or SAFLEX PVB IMERLAYER BY EASTMAN CHEMICAL COMPANY ;;G' 38 70 :? 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 311 S' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3H6- ANNEALED OR HEAT STRENGTHENED GLASS 5115' LAMINATED 7/16- LAMINATED AIR SPACE AIR SPACE 1/8' ANNEALED OR TEMPERED GLASS 1/8' TEMPERED GLASS 13/16' NOM. 13/16' NOM. 13/16" LAM( IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS WI 7/16" LAM( 89,90 or 91 KODISPACE 4SG TPS STRUCTUPAL SILICONE SUPER IS SPACER@NXT'"' BUTYL S SICCANT FOAM DURASEALO SPACER CERT. OF AIRH i*ISe NOTE LAMI IS OUTBOARD LITES MAY BE UPGRADED TO3?16' WITH NO CHANGE IN DESIGN PRESSURE. STMKESS STEEL E" in DOC ��$) IOR.6LA55 By �ami Pmd,n pluul r iS TNT. GLASS a1 '1lCENSF •. ( � XL EDGE"' 1" SPACER ' * No.. SUM •'P A GLAZING DETAILS '� tCyx'•ORIOA:' �� ALUM. SINGLE HUNG WINDOW, IMPACT �y�'SiONAL "N" P.E c....- 0. LYtINr IkIL R. F 61p(xl FBI( 2 . 11 4040-20 G FL P.E.0 58705 III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 1" 66" 68" 1 70' 1 72" 74" TABLE 1. 76" 48" A,B,M +80.0 40.0 +80.0 -80.0 +80.0 410.0 +80.0 -80.0 +BD.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" A,B.M +80.0 410.0 +80.0 -800 +eo.o 50.0 +80.0 430.0 +80.0 40.0 +80.0 50.0 +79.0 -79.0 Sr A,B.M +80.0 -80.0 +8D.0 50.0 +B0.0 50.0 +80.0 4X1.0 +78.8 -78.8 +TY.3 -77.3 +75.9 -75.9 6318" A.B.M +60.0 -80.0 +SD.D -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75-4 +74.0 -74.0 UP TO 631B• C,D,E,F,G,-HI ,J.K,L +80.0 -BO.D +60.0 410.0 +80.0 40.0 +W.0 50.0 +80.0 -80.0 +80.0 -80.0 +80.0 50.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318" 44• 50 SIB" 63" 72" 7P TABLE 2. 76" 48" A.B.M !B0.0 50.0 +80.0 40.0 +80.0 -60.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 -70.0 AM ,B, 480.0 -80.0 +80.0 40.0 +80.0 0.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 E+7O.00' -70.0 . . . Boo0.0+ D8 1S2" 78.09 +7.0 -700tt8.8 47645.50069 53118" A,B +B0.0 60.0 +6 4 1 +760 0.0 Z 8.7 . UP TO 63118" C,D,E.F,G,H.I +80.0 40.0 +800 . +60.0 -80.0 +W.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -7. CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW IIEIGH7 MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH - 76- FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 17118' 2311/16' 287116' 333/4• 396H6' 4413H6" 60 V18" 561Difi' 631/8' D,E, FAK.0 +80.0 -80.0 +80.0 50.0 +W.0 430.0 +80.0 -80.0 +70.0 -70.0 +70.0 1 .70.0 1 +70.0 -70.0 +70.D -70.0 GLASS TYPES: TEST REPORTS TABLE4. A. 5/i6• LAMI -(1/8-A,.090,1/rA) FTL4647, 4648, 4723, 4957 S. 5116• LAM I- 1/8•A..090,1/8'HS FTL4647, 4648 C. 6116-LAM I- 1/8•HS,.0W, 1/e'HS) FTL4647. 4648 D. 7116- LAMI. WIG"A,.090, VIVA) FTLAMS. 4885 E. 7116" LAM]- 3116-A,.090, 3/16"HS FTL-W5 F.7/16•LAMI. 1WHS,.090, 3/1WHS FTL4645 G. 13116' LAMI IG -1/9' T. AIR SPACE, 5116- LAM] -(118'A,.090,1I8-A) FTL4646, 4723 H. 13116-LAMI IG-1/8'T, AIR SPACE. 5/16- LAMI -(1/9-A..090,1/8-HS) FTL4646 I. 13/16' LAMI IG -1/8' T. AIR SPACE, 511W LAM]- 11WHS..090.1/8'1-IS FR4646 J. 13116' LAMI IG - 1/8" T, AIR SPACE. 7/16- LAMI -(311 S"A,.090, 3/16"A FTL-4648, 4650 K. 13I6' LAMI IG -118' T, AIR SPACE, 7/16' LAMI -(3/16-A,.090, 311 B'HS) FTL4649, 4650, 4958 L. 13/16' LAMI IG-1/8' T. AIR SPACE, 7116- LAMI - (3116•HS,.090, 3116'HS) FTL4549, 4650 M. 13116" LAMI IG -IlWA.AIRSPACE. 5/16"LAMI -(1/B'A..090, 1/3'A) FTL5063 •o• MEETING RAIL HT. x SASH HT, MEETING RAIL 'X' �H wk. p• MINUS SASH HT HT. IL MEETING RAIL ` 'X'-sgstl-H NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVEDESIGN 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. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SM' MINIMUM TO 38' MAXIMUM. 4. GLASS TYPES C. G. H, AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES S-B FORADDITIONAL DP tom TEMNQWT9BIVE °"�"' LIMITATIONS. u.vDncEftrzrs fl DESIGN PRESSURES C T.O AYIHI 3 n 11 1 4040,20 i ; N0: SB705 .YNN MILLER, P.E. FL P.E.# 58705 531/8' MAX FLANGED WIDTH 521/B' MAX I.F. WIDTH SW MAX. FIXED �- DLO (ALL) D I I SEE OLD TABLE 2 j D—j 76' IEE DLO 38 HB TABLE X j MAX. SASH (MAX.) HEIGM 4B 1/4'MAX. DENT DLO (AL DETAIL A 1/1 — — 75' MAX. A A I.F. n HEIGHT 76' MAX. F ANGED TE HEI HT X 4 DETAIL B VIEW (STANDARD SASH) B E� 75' MAXgE-J I I.F.HEI HTTABLESEE D O j I STABLEEE D78'MA%.IIL FLANGED ILHEI HTS EE OLOTABLE X j I SASH SEE DLO TABLEHEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: I. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. C .OFNIRII 5 C� 75' MAX. I.F. E DLOHE iBLE HT 76'MAX. LFANGED ffja HEI HT =DLOE 181EE4 DETAIL C RADIUS TOP (STANDARD SASH) sxmo�NTS14 + 1114040-20w 111404620 *; No. 58705 A LVNN If-2.784'--1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE 01 OPTIONAL BOTTOM LOCKS. (1) V FROM EACH BIDE OF SASH. 25 27 NOTE: BALANCE PARTS USED MAX VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 �— MAX. — — i• e ¢ — 10 IXED LITE 25 1 OUTSIDE VENT DAYLIGHT OUTSIDE FN MAX. FIXED LITE DAYLIGHT OPENING -MA � MAX WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 50 2. as HIGH SILL r2�BIL HIGH BILL 48 LOW SILL HEAD JAMB OUTSIDE 68 2.710' —�'-//�`1 I.F. FRAME q -- I F IA—— 53 �I OUTSIDE I 2.330" (HIGH SILL) 52 (Low slu) \ ^ SEE NOTE ABOVE 54 ry ' 3p 1Z ULTRALIFf 59 ULTRALIFT v ONLV 12 ONLY SECTION B-B ALTERNATE HIGH SILL (LOW SILL SHOWN) ioroTEawoWGronrvE NO CH4NGE3 iH/3 SNEE7 avwEwzlrOen.a.s�ro s SM LU, SCERT.OFAUW.¢ Amrvnwxrezoi. ® °""""° 1,'j 2/1SV7 I 5 s 11 1 4040-20 *, NO.58705 .r P.E. ITEM DWG# DESCRIPTION PG;T# 1 4002A FLANGE FRAME HEAD 612225 2 1156 #8 X 1.000 QUAD PN. SMS 781 PDA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADH ESNE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JANE 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL. BALANCE, 3/B', 5/B', OR 11/16- 10 1080 BALANCE COVER, 3/8"OR 6/8' 6BALCVR916 11 I I#BX.75OPH.PN.SMS 7B34AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085110BE SASH TOP GUIDE 42504 15 98 XI PHILLIPS FLATHEAD S. STL 78XIFPAX 16 1080-1 BALANCE COVER, 11/16" GBALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X12- LG. PH. PH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64005 25 12$5 NGTP... 170 X.270 BACK FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 98 X.625 PH. FL. SUS 7858 28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 30 1228 WGTP.,BULBMNYL STP249 31 4008 SASH SIDE RALL 612231 34 1268 SASH FACE GUIDE 42501 35 16U LAM SETTING BLOCK 3WX25M4'X 1' 71622K 36 1052 LAM IG SETTING BLOCK I' X3W X 1/16- 71052K 37 1224 MNYL GLAZ. BEAD BULB(TH ICK) 6TP247W,K 38 1225 VINYL GLA2. BEAD BULB (THIN) STP248K 41 4039B GLAZING BEAD, 5116 LAM GLASS. 64039E 42 4044B GLAZING BEAD, 5/15 LAM W/GRILL KIT 644703 44 4222A GLAZING BEAD. 7116'WA 64222 45 985C GLA23NG BEAD, 7/16'LAMI W/GRILL KI7 6985 46 4067 GLAZING BEAD, 13/16'LAM I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME.I.F.LaWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) LOWSILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR.SVER.) 61 074 56 10 63 SCREEN CORNER KEY WRINGS 71630 57 1 1631 ISCREEN CORNER KEYWOUT RINGS 71631 58 1 1073 ISCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIN FOAM 61624K N. VEHICE, FL31i15 NOI aPF1w0 UW.OFAUIH./ ITEM DWG# I DESCRIPTION PGf# 60 1635 SCREEN SPLINE-.135 DIP, HARD 61635K 61 SCREEN CLOTH 61616 63 5D5 GLAZING CHANNEL(.688 X.500) 6533402 64 1161 96 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1116 X 72-7116 LAN- 62EV1510 68 4051A ISASH BOTTOM RAIL (HIGH SILL) 64051. 69 4060A IFLANGE FRAME SILL (HIGH SILL) 64050 70 ISILICON E, DOW781, 899.995 OR GE 7700 80 AGLASS. 5H6'LAID9,(I)B-A.090 PVB,1R'A) 81 B. GLASS, 5/16- LAM, (1/8-A.090 PVB,7A3'HS) 82 C. GLASS, 5/16- LAM, (1/8-HS,.090 PVB,1/8-HS) 83 D. GLASS, 7H6' LAM, (3116-A.090 PVB,3N6'A) 84 E.GLASS, 711V LAM,(3/16'A.090 PVB,3/16-HS) 85 F. GLASS. 7/16'LAM,(3N6-HS,.090 PVB,3/16-HS) 86 G. GLASS, 13116" LAM IG; 1/8T,AIRSPACE, 5/16'LAM. (1/8"A.090 PVB,1/8") 87 H. GLASS, 13116" LAM IG; IM7. AIR SPACE, 6116- LAM, (118'A.090 PVB,WHS) 88 I. GLASS, 13/16' LAM A 1/8-T, AIR SPACE, 5116-LAN, (1/6HS,.090 PVB,1 WHS 89 J. GLASS, 13/1 W LAN IG; 118T. AIR SPACE, 7116'LAM,(3/16'A.090 PVB,3/16'A) 90 KGLASS, 13/16'LAM IG; 1M7,, AIR SPACE, 7MW LAN, OMWA.090 PVB,3/16HS 91 L. GLASS, 13M6"LAM IG;1/8T, AIR SPAC E,7/1W LAM,(3116"HS,.090 PVB,3/16"HS) 92 M. GLASS, 13116"LAM IG; 1/8"A AIR SPACE. 5H6'LAN, 118'A.09D PVB,l IW .784 1.130 A62 47 FRAME, I.F. HEAD 94071A. 8081T6 49 FRAME, I.F. HIGH SILL #007M, UNTB 4B FRAME, I.F. LOW SILL 9072A 6061T6 THICKNESS OFRAME, I.F. JAMB � Q--' 50 940748,6063-T6 = *:' No. 58705 (USED AS RADIUS TOP HEAD) I Jrr 0au wti r1 °min �m�m Iu — �~ A LYNNIMILLERL P.E. II u.na �nam7 sxm9 NTS 6 r 11 4040-20 G FL P.E.# 58705 I`-2.784�1 I rI I 062 1.363 2.830 Z?30 .062 I .-11II O FLANGE FRAME HEAD L #40 ,6063-T(I 2.784—� 749 O FLANGE FRAME SILL (LOW) I #4003C, 6063-T6 T-1 2.7f0 1 1-1.513-{ r.7W 082 .082 A90 pqp �T ET -I T FLASASH STO NGE FRAME JAMB O #4025. 6063-TS 17 SAS#403, UP T5VER O #4004.6063-T5 (USED AS RADIUS TOP HEAD) J I-- -Ij 1.342 Imo- 4.--2.279----72.326'iT I T TI--IiC Ih�I I 1.979 .062 � I.062 1.707 .062 "osx---IOIF-�- 21 FIXED MEETING RAIL pS SASH TOP RAIL #4054A, 6063HD-T6® #4006C.6063HS46 28 SASH BOTTOM RAIL(LOW) #4007, 6063-TS O50 I �.878 1.096 666666 11��-��T O GLAZING BEAD 7/16" #4222,6063-T5 69 O FLANGE FRAME SILL (HIGH) 88 SASH BOTTOM RAIL (HIGH) #4050A. 606 TII #4051A, 6063-T5 KNICENLUM (Nl0a w ENTIRE JOINT Y VIEW D-D VIEW E-E (1/1&VIEW HEADS SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION --— 050 +I 1.165 1--- .676 .osz GLAZING BEAD, 5/16' 1 41 #4039B, 6063-TS 31 SASH SIDE RAIL MODS, 6063-TS 050 II1678 1.115-'!�-T 45 GLAZING BEAD, 7/16' 0985C, 6063-T5 (USED W/ GRILL KIT) 050 67T -- 1.096-��{ 42 GLAZING BEAD, 5/16- #4044B.6063-T5 (USED W/ GRILLKIT) si — ow1 r—�---�1-1.097 I ALUM- SINGLEHUNG WINDOW. IMPACT I 7 +11 �.,aoNY LYN/y-",,,o * ! No. 58705 a i�Sa.�OPoDA...Cn�2C• 0. FL FL ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLES ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- IW ELCO ULTRACONS OR912 WINDOW HEIGHT SUBSTRATE: SCREWS INTO METAL 2 - SC E SCREWSINTO M ETEFLEX 28.603 34,603 40,611 46.603 5ZS03 58.603 64.603 76.000 ANCHOR TYPE:m 0 N ZZ Z ZZ ONO `Z ` m ��N�� Z Z O m Z Z O i�NO`N0�O'On Z 0 Z 3-012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE W TYPE U U U U U U U U U U UU U FOLLOWING DIMENSIONS. I HEAD-181/2' MAX FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 C,D,E,F,G, H.4J,-,-.. K,L 1 2 - 1�1 111 1 2 _ L1 1i2 2I2 �._. ii2 2 2 2!2 .__ 2 2 2j2 212 212 _ 212 2 2 212 2!2 _ 2i2 2,2 2j2 213 212 3'3 JAMBS- 17 VT MAX FROM TOP CORNERS 7S MAX. FROM BOTTOM CORNERS 19.125 6' MAX. BELOW NITS. RAIL 1 1 1 1 1 1 1 1 1 1 1 1 1�2 --2 111 111 1 2 1i1 1'2 2i2 112 2 2 2 2 2 2 212 2i2 _7 2'2 2T 212 212 Ti 2i2 212 2!2 213 2i2 313 SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1!2 111 1�2 1 2 -1 112 _i. 1 2 2 2 i 2 2 212 _.1 2i2 2l2 2i2 T- 2!2 r 2 2 2 3 2 2 2i2 2,3 2 2 2i3 3 3 212 3 3 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE Z. 24.000 1 1 1 1 1 1 1_ t_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 qB,M tr 1T1 1T2 1 2 --� 1.2 112 2I2 1}2 I 2,2 2:2 -I 2;2 -_F--r--- 2,2 2;2 2i2 - 2T2 213 2 22 2!2 -i 2.3 r- 2,2 2,3 3�3 - 2j2 -r- 3.3 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1-LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,4dK,L 112 1T2 T 22 2i3 -._r._._I_ 1�2 2I2 2i3 1i2_._ 112 2 3 .l_.____ 2,3 2�2 2 3 2'3 2j2 2 3 3 3 2 2 3 3 3I4 3 2 33 3'4 i_-, 3.3 4 4 5. DESIGN PRESSURE LIMITATIONS: 32.000 SIZE BLOCKS OF THE ADJACENT TABLE WITHA qB,M „_.__..^ 2 22T3 212 2I3 --------- 9T3 -- BOLD ITALICIZED VALUE ABOVE THEM, INDICATE 1'2 112 21 1''2 1 2 2 3 213 2T2 2 3 2 32;2 2T3 3 3 2 2 313 3'4 a12 3j3 3;4 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE C,D,E,F,G, 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 H,4J,K,L 2 2 112 212 _1 2 3 1',2 2j3 2 3 212 2i3 23 212 2 3 2 3 2'3 2 3 3 4 213 3 3 3 4 3 3 3j4 3j5 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE 37.000 SIZE AND GLASS TYPE IS AVAILABLE. qB,M 1 - i .._ 1 7 .. _.... 1 .._._ 1 ___. 2 1 1 _.._ 2 _.__ 1 _. __ 2 ._.,,- 2 .__.. 1 _;_ 2 ._.._ 2 .. . 1 _.;_.._r., 2 2 _,......_ 1 2 __ .. 2 _ __ 2iFi414 SEE NOTE d, SHE 11 FOR METAL SUBSTRATE e.2:2 1j2 212 2 3 1i2 2j3 21—__. 2i3 212 2 3 2j3 212 2i3 213 2,3 213 3T4 2j3 3 3 3j4 3 3 34 3 5 REQUIREMENTS. PSF 79 C,D,E,F,G, 2 2 2TT-- 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 40.000 H,IAKL 2 2 1 2 212 2 3 2 2 2r3 2I3 2 2 2 3 2�3 213 213 214 2j3 3�3 3�4 2 3 3�4 315 313 3[4 4f5 3 3 414 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 212 qB,M 2 2 1 2 2j2 213 212 213 2!3 2f2 _2 23 2.3 2 3 2 3 2— 2j3 313 3T4 2 3 3j4 13 5 313 314 415 3 3 4 4 TABLE KEY: ANAL PSF PSF 791 1 1 44.000 (DPLLMITED) 11B HEAD 2 C,D,E,F,G, H,I,J,KL 2 2 22}2 _ 2 2 2 2 2 2 3 2 2I2 2 .. 2 3 2 _�.. 2j3 2 2 2 2 313 2 214 2 213 2 _ - 3 3 2 .._. 314 2 2 3- _ 2 3f3 2 . 3T 2 __ 213 .. 2 3 4 2 315 2 3 3 2 3;4 2 4 5 2 3!4 2 416 JAMB ABOVE 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 qB M 2 2 2.2 .._- 2;2 . .... 2�3 .__2 2.2 213 2I3 2f2 3T3 214 2 3 .. 313 ....... 3i4 ..... 2i3 .. ._. 3j3 _ 3�4 2 3 .2 3j4 -..-. 3'S _..... 313 _2 3j4 2_......_ 4 5 34 ._2 45 MTG. RAIL TROWCTRSViSFD JAMB BELOW b�m„p1;oy.yy a.FL1MA PS 79 79 MTG. RAIL uelaive Code 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 C,D,E,F,G, HI,J,KL 2 2 2i2 2 2 23 2 2 2 3 _2 314 2T3 3 3 3}4 2 3 3 4 3�4 2�3 374 3�5 3 3 3T4 3!5 313 4�5 4 6 374 5 5 Az��/20G39.0g �I (FALL DP) nr 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2 2 2 _2 2i2 2 2 2 2 2T3 2 212 2 2i3 _ 2 3�4 2 2T3 __ 2 r� 313 2 TT _JI4 .._..-.. 2l3 3f4 2 314 213 �_ 314 _ 3T 3(5 3T3 3}4 _1.._ 315 3 3 _. 415 _._. 416 _.. 3�4 ,... 515 M,sn'Deae HEp v,aewl JAMB ABOVE2 3 Ly C,D,E,F GF 2 2 2 Y 2 2 2 _ 2 2 2 2 ._1._. 2 _.T_ 3 .___ 2 ..—.__. 2 3 2 _ 2 3 _ _ 2 3 3 3 _ 1 . JAMB BELOW �` apN cEra�! `P 53.125 H,4J.K,L 2 2 2�2 2 2 2 3 2 2 2 3 3j4 2j3 3�4 3';4 2 3 3!4 3j4 3:3 3 4 3 5 3:3 4 4 4)6 3.4 4,5 d`6 314 5 6 MTG. RAIL : qB,M 242 22(2 2 2 2 2 213 _2 2.2 2 21,3 2 3I4 2 233;4 2 2 3'4 2 2 3 2 3i4 _3 _ 3j4 2 3f3 2 3q 3 3(5 2 3}3 _.2 414 3 415 2 313 2 4'S 3 46 2 3i4 3 4J5 SEE TABLE 1 FOR '* No. 58To5 = _ : FULL OP i� :(jryI 7EcwrUMYCRlvE °"�` fom N.VElOCE.R3�b5 IW11�1Y0 ceRT. avAum.�ae uixwaN` ANCHORAGE SPACING, IN WINDOWS STATE �iSCS .... ..... � `� aLONAL b��1 FL P.E.tl 58705 El 567 ALUM. SINGLEHUNG WINDOW, IMPACT JR OSD8�17 G NO CH4NG6THISSl�ET. `..... snm s NTS w,. B � 11 4000-20 a< G �' FX °°' 7/JSDS JJ T2i91 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- Ite ELCO ULTRACONS OR #12 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. ' WINDOW HEIGHT SCREWS INTO METAL SUBSTRATE: 1WELCES CRETE -FLEX 3- SCREWS 29.655 37.155 44.655 52.155 59.655 57.155 74.6o55 76.000 O U O�U o N U ❑ o N-O OWNDOW ❑N� OONFooNQOSOgNOONOO O U ❑ U OOi O U N OCHOR - ANTIF 2. ANCHOR LOCATIONS ARE BARED ON THE GLASS ci$ U U U U U UU U U UU U FOLLOWING DIMENSIONS: WIDTH TEE 1 1 1 i 1 HEAD- 1812- MAX. FROM TOP CORNERS C,D,E,F,G, 1 T 1 T 1 --: 1 1 T _ 1 1 -- 1 1 1 2,2 1 2'2 1 212 1 2 2 1 2 2 1 212 _7 2i2 1 V2 1 2;2 2i2 3�2 _1 2 2 312 3i2 2;2 �_ 312 JAMBS- 1712- MAX. FROM TOP CORNERS 15'NWCFROM BOTTOM CORNERS H,4J,K,L 1r1 L1 1,1 2i2 2 1 2.2 2;2 2,1 6- MAX BELOW MTG. RAIL 19.125 A,B,M 1 1 1 1 --- 1 -.-- 1 1 1 1 1 1 1 1 _7 1-" 1 1 1 1 1 1 1 _1_ _1 _1 SILL- ANCHORS NOT REQUIRED 111 111 -r 1,1 212 211 2 2 212 2ii 2T2 212 2 2 2 2 212 2 2 2,2 212 23 212 31.2 2r 3`2 3'2 2T2 3�2 3. INSTALL PER THE ADJACENT TABLE ANCHOR USING THE DIMENSIONAL CRITERUIOF PSF 79 i 1 1 1 1 1.-_-1,. 1 C,D,E,F,G, HAK_ 1 1 1 1 111 1 111 1 212 1J1 2T2 ,1 2 2 2:2 2J2 212 2 2 2�2 -1 .. 2i2 ...1 2 2 _�__._� 3j2 312 -� 2 2 . 3 2 -1--�- 312 2 2 -T--,7-- 312 312 ---�- 2 2 3;2 NOTE 2QUANTITIES 24.000 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR a,B,M 1 1 1 1 1T1 1 1 1 1 212 1 1{1 2T2 212 2i2 212 2r 2 2 2!2 2T2 22 3i2 _1 3i2 2 22 _1 312 3�2 2T2 3i2 82 2i2 3i2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. PSF 68 77 1 1.y.1 1DESIGNPRESSURELMITATIONS: C.O,E,F,G, H,I,J,K, Lt 1 1 1 1 i� j 1 1 1 2�2 2.2 .__.,__.._-._...__?_1 2 3 2I2 2 2 3i3 2 2 3 3 3 3 312 ...�__. 3'3 3�3 T 2�2 -T- 3 3 ' 4 3 3 2 413 R'�3 -1 1 3 2 -' 4i3 SIZEBLOCKSOFTHE ADJACENT TABLEWTTA BOLD ITALICIZED VALUE ABOVE THEM, INDICATEA 32.000 A,B,M J212 _2 1 2 1 1 2 1 1 1 _7 1 1MAXIMUM 4153 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN SOLD. OTHERWISE, THE 1 1 212 2? 2 2T3 2 2i2 313 2 2 313 3 3 3i2 313 3T3 2i2 313 4f3 3 2 41 4!3 312 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE 6. SEENOTE4,SNEETII FOR METAL SUBSTRATE PSF 59 67 79 2--1 2--2__.-1--,-2 2 1 2 2 1 2 2 1 2 2 1 C,D,E,F,G, H,I,J,K,L 1 1 1�1 1 1 2 2 2 _1 _1 2!2 2 33 2�2 2 3 3t3 2f2 3;3 3i3 3r3 4 3 3 3 3?2 313 413 312 413 414 312 _? 4 3 REQUIREMENTS. 37.D00 1 7 1 212 1 2 1 2 2 1 -- 2, 2 1 2 2 1 2 1 2 2 1 2 A,B,M 1 1 1 1 7 1 1 1 1 2 ]2-2 1 Zip 2 p 2 3 2 2 2 3 313 2�2 313 3r3 3r 4[3 3 3 3 2 3 3 _2 4 3 3T2 4T3 414 3f2 413 PSF C,D,E,F,G, 54 2 79 2 62 2 79 2. 2 2 2 _2 2 2 2 2 2 2 _2 2 _2 3j3 2 4�3 2 4!4 2 2 33 2 4j3 _2 4!4 2 3J3 2 5!3 40_000 H,LAKL Elf 1 1 1 1 2 2 22 2;2 213 2T2 3!3 313 2 2 313 4;3 313 413 3.3 TABLE KEY: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _r 2 2 a,B,M 1 1 1 1 1 1 2 2 - 22 2T2r3 2',2 .__ 3;3 _..r 3f3 2.2 T 3,3 - 4i3 r- 3.3 4,3 313 3:3 _2 4I3 -2 4!4 3.3 �. 4.3 4!4 3!3 5T3 MAX PSF (DP LIMffEO) 117 HEAD 3 PSF 49 79 56 78 79 2 2 2_ 2 2 2 2 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2!2 2 3i3 2 314 2 2?3 313 414 313 4;3 413 414 3r3 Si4 JAfVB ABOVE 3 3 44000 H,I,J,K,L 1 1 1 1 Ell 2 2 2 2 2 3i3 ME AB,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 414 2 2 __1 413 414 3,3 5.4 JAN88ELOW suha+TaLm 1 1 2 2 2�2 2 2 3i3 2!2 3 3 3'4 213 3 ueiJ MTG. RAIL A,.�,....N„ 1 •O D.O$ T Im Dere �ZI PSF 46 74 51 74 79 79 2 2 2 2 2 3 2 2 3 2 2 DE G2 H,I,J,K,L 2 2 1 2 2 2 2 2!2 2 2 2 2 3 3 2 212 2 �.._r. 3,3 2 3�4 2 3r3 Z 3�3 3 ... _.. 4j4 313 4 4 4r4 33 4!4 4i4 4 3 5'4 4 4 4j3 5 4 FULL DP ay eroa�lcawc 48.000 A,B,M 1 1 2 Elf 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 4 _3 2 413 2 5 4 HEAD 2 M1oin1 gr JPMB ABOVE 212 1 1 1 1 1 1 IL 2 2 2 2 3 3 2�2 3?3 3;4 3�3 3!3 4!4 3i3 4 4 414 3i3 4�4 414 413 5 4i4 J11 NRG. RAIL .� 11.. LYNN 'o, ,� a0 ......... JAMB BELOW j •�'• `JCEu44:�!!''� MTG. RAIL ` •'• PSF C,D,E,F,G, Of 2 67 2 46 2 67 2 76 2 79 3 2 _2 3 2 3 3 2 3 — 3 r 2 3 3T413 3 3 r 2 r 3 — 53.125 HAJ,K.L 111111 222'22233333.34�43,34,444 -2.- T- T- r �- 3.34'4443.344 5'354 5.54.35'4 t*• No. 58705 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2i2 2 2 2 3 3 3 2 3T3 2 3,3 ,3. Z1 2 3i3 3 4 4 3 4,4 2 IT 3- 414 3 4,4 2 3 3 2_ 4;4 3 5 -3- 5i4 ,_3 5'4 �_ 413 _. 514 FULL DPJ SEE LE2FOR _ _ ]'O : L 40 1070.a mmy oarve ANCHORAGESPACING,STANDARDVIEW %�1c''•..!TORiDP:%22`;� N.VENICS.R3tZ15 Isapuwsro cTwT.DrADm.maee c oan ® we,mx+v-sre. �'iss .. G �e�ION(�L A. iYNNMI\lET2: P.E FL P.E.#58T05 ALUM. SINGLE HUNG WINDOW, IMPACT 066N77 MCJYWGESTNI55NEE7. w,a, 5Mm x.e N75 9 + 11 main 4 040•TO .., G wA aG 721T2&AT JJ 223N7 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8 JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. SUBSTRATE: 17.125 1 M668 1 28.2.11 1 33.754 1 39.296 1 44.839 50.352 55.925 ANCHOR TYPE: ❑ NpO`�O�OHpp $ o U o u 00 5 ❑ �O�O�`1 u ❑ u no gg 5 o �O O Q. �ONOp�O U ❑ 3 o O Q `O u ❑ NpOp�O'-O 5 U U D U ❑ NOg 5 ❑ �O�O ❑ u U ❑ NOg`•I❑� 5 U U o O U ❑ NO U OHO U U U WINDOW WIDTH GL4S5 TYPE 19.125 D•E.F,J, K,L 1 .�.. 1 ...j 1 1 1 .2 1 1 2 1 2 1 2 1 Z 2 2ZZ 2 3 2 3 3 2 3 9 3 3 24.000E.F.J,1 1j .j.. I 2- p -p - 2 -2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 tK,L D,E•F•J. K,L 1 �.j 1 .�_. 1 �. 1 .2.. 1 2_.. 1 2.. 2 3._ 1 2 1 3_..3... 2 1 ._3.. 1 3-- t• 18_ 1 .2 7 3 7 4 1 3 7 4 1 4 t .._ 3 7 ._.. 4 1 -. _ 5 1 .... 3 1 ___ 5 PSF 79 O,E.F,J, K,L 7 ...j._ 1 __j.. 1 2 ._2.. 1 .. 2_ 2 2 2 .. 3... 1 2. 2 3_ 2 ..9 . 1 3 2 ..4 2 3. 7 ..3 2 .. _. 3 2 ._.. 4 1 _ ...�_. 3 2 4 2 4 1 4 2 .. .. 5 2 ___ 5 1 . _ ...__. 4 2 5 PSF 79 79 79 79 r44.ODO D.E,F,J, K.L-1 2_ 2 1 2 1 2- 2 2 ..2.. 2 2 2 ...3. 2 _..3.. 2 3 2 .. 4.. 2 34 2 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 e PSF 79 79 79 77 79 79 79 D,E,F,J, 2 2 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2._ 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 22 5 5 2 4 2 6 5 4 6 F 7B 79 70 79 79 71 79 73 76 D,E.F,J, KL 2 2 2 2 2 2 2 2 2 3 4 2 4 2 2 2 d 2_, 5 .3 5 2 4 2 615 3 2 4 2 8 3 6 2 5 2 8 1 1 1 2 2 2 3 3 1 415 PSF 71 79 63 71 79 66 74 66 77 69 69 63.125 D, E,F,J. K.L 2 2 2 2 2 2 3 2 2 3 2 7 3 . 2 ._... 4 3 _3 5 3 ._ 6 2 __... 5 3 6 3 ................ 6 2 5 3 ........... 7 3 6 2 5 3 .. 7 1 1 1 2 2 2 3 3 3 4 4 4 5 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE. 12776 15.776 18.776 21.776 24.776 1 27.776 1 30.776 31.106 ANCHOR TYPE. o N O 5 D D o N p 5 D D o .J p$ U ^' U" D o N O 5 D N <r '. oD o D N ps ^' u o H D "' o c� $o 3 y2 U — y- Q o 5 N y� H ' y� H WNDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.ODo 2 7 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32000 2 1 2 2 2 2 3 2 2 3 2 3 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 40.00 2 2 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 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 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 66 72 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 6 5 3 5 LEBT.oFAu1 MM ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO ULTRACONS OR#12 SCREWS INTO METAL 2-114' ELCO SS4 CRETE-FLEX 3-02SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD- 1812' MAX. FROM CORNERS JAMBS- 1712' MAX FROM TOP CORNERS II I2' MAX ABOVE THE MEETING RAIL 6-MAX BELOW MTG. RAIL 15- MAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12518' MIN. TO 38' MAX 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1- LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLO 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: M4X PSF SEE TABLE 3 FOR (DP LN7TED) 112 FULLDP HEAD 2 JANBABOVE 2 MTG. RAIL F( U-L DP) HEAD _ 2.... JAMB ABOVE 4 MTG. RAIL TABLES. KEY: naoDucrBEvlsm smTiyug.iN IM1e FMiCe MAX. PSF nmlame coe� A.rcpnnmtbl -C7a3t (DP LIMITED) 112 �nl Da JAM BELOW1 2 10r ' MTG. RAIL (FULL DP) JAMB BELOW 2 N - .......,-� M P: MTG. RAIL SB7D5 SEE TABLE 3 FOR FULLDP ..rRJ^i'•�Cfl-9fliff�s •`py'i; AND A MINIMUM aEXTERIOR INTERIOR NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-OADE COUNTY. USE ONLY MIAMI-DADE COUNTY 1-CONAN. EDGE (ULTRAC2'MIRE ( AL HEAD AND SILL DETAILS) WOOD ANCHOR (SEE NOTE283) APPROVED 1/4- ELCO ULTRACONS OR I/4' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314- FOR ULTRACONS INTO CONC., 2-IX E.D. FOR GE 2-t2'MIN. EDGE CONCRETE ANCHOR 2a WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC. (CRETEFLEX ANCHOR) (SEE NOTE �3) (SEE NOTE 3) 1-MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE #12 STEEL SCREWS(GS), 1/4' SS4 CRETE-FLEX FOR DETAILS B 6 D OR 0.131'0 x 2-1/2' COMMON NAILS (F1667 M. CM 3.35 KSI MIN. S-07 Z (60)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 1.0—FIN MOUNTED CONCRETE ;.::•.:;••`13/4•MIN. ONLY (SEE DETAILS E. F AND G THIS SHEET) ' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL 1x '' 1M TOTAL THICKNESS IS LESS THAN 112•. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK o . INSTALLED DIRECTLYTO SOLID CONCRETE ORCMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO E 1/4' MAX TY MNG JURISDICTION. 4. FORENGINEERED BY OTHERS OR AS ATTACHMENT TO ALUMINUM..TTHE ALUMINUM PROVED BY SHALL E AAMINMUM STRENGTH OF SHIM MA/74( SHIM 606345 AND AMINIMUM OF IlB'THICK. FOR ATTACHMENT TO STEEL STUDS, OF 045' 1.3/4' MIN. EDGE DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI D A M 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 /.�� 1.314' MIN. EDGE (ULTRACON INTO CONIC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMI r2-12'MIN. EDGE (ULTJCRETEFLEX INTO CMU B CRETEFLEX INTO CONIC.) PRESSURENTINTOCHORAGE THE ACING FORNERIAAAEMET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1/4' MAX. SHIM CONCRETE ANCHOR. FH BELOW MEETING RAIL (SEE NOTE 2) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1 3AI. S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. MIN. '. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE nr.F FLORIDA BUILDING CODE. Li, BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE IW S/S'MIN. EDGE 2-12' EMBEOMENf1-----'-I SHIM SHIM .131- DIA. MIN. x 212' NAIL, AT CORNERS AND S O.C. WOOD ANCHOR. FH BELOW MEETING RAIL(SEENOTE2) INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 FRAME .131- DIAL MIN x 212' NAIL, AT CORNERS AND 5' O.C. J L,131' DIAL MIN. 1/4• x 212' NAIL, MAX AT CORNERS SHIM AND 5-O.C. DETAIL F, (HEAD) DETAIL E (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE OMT.O AU F DETAIL G, (SILL) sxmo I NITS I 11 . 11 1/4' MAX. SHIM B'MIN. EDGE - _ PRODUCT REVISED 0s #wimu+Tluiax T 6uldix9 da' CoEe Amapmoe I, -O O.O$ L 'rmLwDne 7D21 NOOD FRAME B7 Mimi ade rt 11I111111/ ONY•-IVAr • `uceRs4. !C BEDMENT *.' Nu. 58705 A OF (T•�✓y. L VDOW, IMPACT 0. LYNI•I R, P.E. �p4040-V G FLP.E.#58705 SCANNED BY MIAMI•DADE St. Lucie County 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/eeonomy North 3427 FILE C®P`Y North Venice, FL 34275 SCOPE: F� f_ _ This NOA is being issued under the applicable rules and gu a tuns gov rmng 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.I. 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 06/19/17, 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. I£ 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. Plaseucia, P.E. OVA MIAMFDADE COUNTY NOA No. 17-0630.01 * . • • •, , ul � Expiration Date: May 26, 2021 f EVIEWED FOR Approval Date: November09,2017 CODE' COMPLIANCE Page 1 ST. LUCIE COUNTY BOCC PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No. 10-0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, 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 02/28/11, 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 5th Edition (2014) and with FBC 6t1 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. MATERIAL 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-61" Edition (20147, dated 06/22/17, 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. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 low SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS GFl LIRE 1; MULPRE �C➢FNINOWDTMFORVERRUJ.MMLL— MUWDNG / �� SPEOEfM9 IA.GH SHEEf91i G 1 i� YN�LL IEHTH /561ETA¢3 A�ILLI �NORRLMK� M"� A0.GN: sxFETsu IFNGRI xrnrza+rx ML1L IENGTI ADDITIONAL EXAMPLES OF MULLCONFIGURATIONS: 1—OPFMN3 YAOIH� —I IF1WTx r DPf IT°IG HIML / r L , L SNGLEMU-ION SNGLE MUWM '15EECORflFSPoNOWG DETOAB `- FAONFlDIIREIPBOVE CODES /STANDARDS MED: 0=7 MONICA BUILDING WDE(FB ,BTH MMON •2014 FLORIDABUUDNG CCOE (FBC, STIR EDITION •ANSVAFSPANDS.201S FOR WOOD CONSTRUCTION .ALUMNUM DESIGN MANUAL AOM-2015 •AIGI SIW12 �AISCSOU10 FOR THE MULLION ONLY. ANCHORS SHOWN BUCKS IF USED, MUST BE ANCHORED PROPERLY TO T.1 'en Lv---w— •-•-•^-- 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCNRALPERFORMANCEOFTHE MULLED UNITS. MUWONS NAVE BEEN TESTED AS'FREE-FLOATING' MIO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SH NOT HAVEA GAP OF MORE THAN IW FROM THE UP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W WDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MUWONS ARE CALCULATED TO OEFLECf NO MORETHANLTbO.THE 1B STRESS INCREASE WABNOTUSED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVKWTION OF WOOD SCREWS 41 PROPER SEALING OF EIRRE ASSEMBLY IS THE RESPONSIBILTIY OF OTHERS AND B BEYOND THEGCOPE OF THESE INSTRUCTIONS ` 5) USE THE DOWNED WIDTH OR HEIGHT OF ONLY TYO AWACENT FENESTRATION PROOUCIS TO DETERMINE PRESSURES AND 15EEOE M15 ANCHORAGE FCRTHE COMMON MULLION, GEE EXAMPLES ON THIS SHEETMD SIEET2A M;IMULTpLE UNITS. CONSIDER Al 4, ONLY TWO ADJACENT UNITS ATA TIMEWHEN USING THEDESIGN PRESSUREMIDMCIORAGETABUS;. THE LDY4 DESIGN / SHEETG z4 PRESSURE OF MULTIPLE MINIONS OR FENESTRATION PRODUCTS SHALLAPPLY. WENUG HIEIGHf 8)WHEN ENDING YOUR SIEN THE MULLION TABLES, ALWAYS ROUND UPTO THE NE%T 512E SHOVMMTHETABLE(S). Fd N A' T) ANCHOREMBEDMENT TOBASE RANSFERLOADS TO WE STRUCE BEYOND TURE DRESSING SHALL STUCCO. ATEDORORROSIO OT HERS, IMUST sEEGEf/JLE RE ANCHOREDTE FOR SUBSTRATE MAT LOADSTOTHESTRTERIAL ANCHORS BE PROTECTED AS U'REC TGSIONRESISTPNT Sx�15 AS APPROPRIATE FOR SUBSTRATE MATERLM. DISSMRAR MATERIALS SHALL BEPNOTECTEDAS REQUIRED TO PREVENT REACTIONS. .,TRT,�QN 8) REFERENCE TEST REPORTS: FR4443, ELCO UUTRACONWGGRE-GATOR WAS Flm6ucrsMAr aE KANYME CODE K)NGAND CLIPS HAVEBEEN DESIGNED NON -IMPACT WE NBIREMEMSOFTE FEDMIDABUILONG CODE AND AREAPPROVEO FORIMPACI'AND NONaMPACf APPGCATIONS. MULLIDNSAREMLYTOBEUSEO WITH uAxl`ACRPEG PGT-APPROVEDFENESTMTION PRODUCTS NAWNG GUPRENTAPPROYALS ArvGT. 10) MUI.UONS ARE IN COMGLIANCEFORME N THEHVHL 11)MMN OFUNITSWITH:NAMMTPLEMULLEDAGSOMLYISUNLIMITEDPWMDMD TTIIEWMANDOPENNG WIDTHMEIGW OF EACH INOMDUALMULLION MWUM WITH THE REQUIREMENTS OF THIS NOA �TIOfl¢ WulAVix � MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINETHE DESIGN PRESSURE REOVIREMFM flB5IFP1 FORTHEOPENNG USING THE ASCE-T STANDARD. 2) CHOOSE A MUW ON TYPE THAT WILL Ni THE DEPTH OF THE FENESTRATION PRODUCTS FRAMEDEPTH. 3) REFERTO SHEET 25 M DETERMINE IF THE WIND LOADING IS'RECTANGUTAR' ORTPUWGULAPRRAPFSOIOPL'. 4) FIND THE CHOSEN MINIONS MULLION CApACATYRS§ffiMFROM TASLES IATHROUGH 16A ON SHEET35 THR( THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING P THEMUWON IS SPANNING VERTIG �UN GENEHIL 1 Y S VSDIUCTIONS..._.-a_..__I �gl ELEVATIDN3_-.-......' ..-...__1 NW.TOMWGD.�TOp.Y I1ASONOlFb.Y - INSTALLATION 2 h NIALTO WSONRY_.-..-._ 3 H uLuio srmsTUD__.._2 __ EP 5) FROM THESAME TABLE USED IN STEP 4)ABOVE, END WE VALUE NTHENEXTCOLUMN ANCHOR CAPACRY REWIRED 0-8S). THIS VAUM MPRESENTBTHEWINDLOADTRANSFETUIEDTOTHESUBSTRATEBYTHEMMORSMDMUSTBEMEFTOATTAINTHEMU M=MCAPACITY. 6) FROM THEMCHOR CAPAC TYILBS) TABLE ONTHE SAME SHEETMID USING YOUR ACNALSIBSIRATECONDRION (MULTIPLE ANCHOFUSUMTRATHANCHOR-CIJPPATFERNMAYAPPLY) SaEUMMA ORWPPATTE MDVERIFYTHATWEREOUIRFDANCMR CAPACTTYISMET. 7) IFTHEMULLIONCAPAGTYILBSIFP) OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT (LBSI FORMS OPENING. YOU MAY USETIE'ANCHOR CMACITYADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. W11H THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHESM.IE SUBSTRATE C)APACIITY IHE DESIGN PRESSURE LBSfM OBTAINED FOR THE MUING LLION SYGTEM. THE LOWER OMR WE TION PRODUCTTO BE Me, MD COMPARSWITH THE FIN& F THE TWO SHAIIAPPLY FORTHE ENDREMULLED FENESTRATION PRMUCTASSFMSLY. 8) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFICAPPLIGTON WHEN USING THLS NGATOAPPLY FORAPERMN. PRODUCT REVISED plying I111 f110 FlOPitla ..Ildin0 Coo HOA-Na 17-0630.01 FL No. S705 DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) kaw.yT�. 1- '1 m"ON T fE s ]1-b F(R MQE tCGTIPi9 EDGE = e M4iMYE fO1 WCm / S�EvS .RW'MA%i02 Ntnanitorn .. •- SIDE VIEW FRONTVIEW DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) uro aurxsmP �.µµGR ,u0 PEA 811B3IRATE ATiACXNENt EEES�TABIEB t2-13B Bra1e¢as. sz NOTE t. sXEEr+. NN:.1 A51 •• .. •. FDT£ V SSS=Ttl ECGEgSTA4PE iqi WlSgRY t5".AN6 +&t30 � K P9 tl SIDE VIEW _ ' BmmTXE � srnwAmD OFFSETM •E QIPMAY m BE Irvsrr,uFDDv _ TlussaTnm. ad I I oR a' . FJCTER EDGE O• OB FM FLR WSCNRY s IRA t� o /JlJIQi3 , em'suawre 1 1 e 9 GD; TADlis t6+Ga PRODUCT REVISED yr,,.�Tplp plYlnp wIN W Florida Aro dI B.UnB 0ado T F A6 QM No". 17-0630.01 BYO H 0.. EMa Nr', sEE Nors+. Eaptra6on Pate 052612021 •-' Mlem pr uc! Gontro MN2i161CIXICPETEORCMI • FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO 645E MATERW. SHALL BE BEYOND WALLDRESSING ORSTUCCO. +1+1I I rT+II ii�i `i11`�N N�� 2) GUANM OFANCHORS AND MULLION SGE SHOWN ABOVEARE FORPICTORIAL REPRESENTATION ONLY. BECAUSETHEANCHORCAPACOYISe EDPARRYONTHEANCHORTOANCHORDISTANCE THE ` wEias! CORRECT GUANTRYANO LOCATION OF ANCHORS MUST Be FOLLOWED, REFER TO THETASIE30NTHE'- FOLLOWING SHEETS. FOR DETAILS XD, ERHER THE STANDARD GR OFFSET CIP MAY BE USED. _ *; Ntl.58]BB _ *_ 3)ANCROR HEADTYPE MAY BE PANHEAD, HENHEPD Oft FLATHEPD. -'O: ) C. SHEET 3. <) WOOD BUCKSAREOPTIONAL, SEE OETAL i�Ats •..RORIDP:.•G2`� S)FOR MASONRY APPLJM COUNTY, USE ONLY MIAMI-0ADE CAUNTYPPPROVED "',,,�ONAL,e%V' 1/VSWMLAMEGAT ELCO UITRACON OR ELCO 1!4' 5.3. AGGREGATOR MASONRY PNCHORS. ALL P.E.0587 , P.E. FL P.E.# SW 05 DETAIL E: y 11rMe. MULLION TO MULLION y DETAILC: INTERSECTION NOTES: a MULLION DIRECTLY ATTACHED TO NDylon MASONRYSTRUCTURE (U-CLIP) 1) MAY BE (NSTALLBD IN TEE' OR'CROSS' (STANDARD CLIP SHOWN) Y INTERSECTIONS. 3 2)MAYBEINSTALLEDHORVDNTALLY 1 ISHOWN) OR VERTICALLY. I Brh�H1i11E i �sµe �gnTE 3)GEE UTAIP DFAWINGS, SHEkT521-23 k� }U Stµp1,IS gETA9tE9 t&xJ0 N�2 FOR LOR)ESPONONG MULLION oFTSErwIL I i_ TOP VIEW Z w wvvnrff I O Y6lM1ID BY II 1 . RW W.SOl1Y VIA65 W j � msta-mao I I � . Iplcxows _ 7—t nta m.sO�vts, p � y I i I i.I ' �� sDFuuwxc oRP�aral. � g � d I ``APAl)JNMD usE srG G' on m a 41 CI ° IIIIF'�IIII _ �� wl.uox 'j F z m Iu. EXTERIOR° I NW 2)N9 WNQ.EIEOROM FRONT VIEW 5!£b LW 2)ISIGONCRtTEOt091 t61]B SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERAL SMALL BE BEYOND WALL DRESSING OR STl1000. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIPL RFPRESENTADON ONLY. BECAUSE THE ANCHOR CAPAC IS BASED PARRY ON THEANCHOR TO ANCHOR DISTANCF THE CORRECT QUMOTFYAVU LOCATION OF ANCHORS MUST BE FOLLOWED. REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS". VTIIERTHE STANDAPD OR OFFSET CUP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. °) WOOD BUCNS ARE OPTIONAL SEE DETAIL G. THIS SHEET. 5) FOR MASONRY APPLICATIONS N MWA-DADS COUNTY, USE ONLY MIAM4 a COUNTY APPROVED ECO ULTRACON OR &CO VA' S.S. AGGREGATOR MASONRYANCHORS. FRONTVIEW EXTERIOR LIME0.5EClIW V R aw EXTERIOR BEE SH3T^T1%= NIXEICGTKN4 FRONT VIEW Eaos wsTAx� seBr2aBs 16A9 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH NOTES: 1) FOR DL WOOQSACRFD BTEELSTWS. WOOD ANCHOR VALUES MAYBE USEO. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 530, FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT REVISED plying.IM Ne Flm d. eadln9 Cotlo xOA-No. 17.0630.01 Pxplmmn Dnte0512612021 M70S g2 EXTERIOR DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) ssEDETAHSAa SNEET9 t.x.a Fdl xSTAWTId1 TOSOECIFlCaLB4lM1F9. O O O O SIDE VIEW &HO WITHPX4•XJW. NLunXI WNDM=. 2 Ono 11140"nm NOTES FOR INSTALLATION OPTNINs P. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2T X2.1V X.12T MU UON. 21 SEE TABLES IB-13B FOR ANCHOR QUANTITIES AND SHEETS 21.M FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUNABLE FOR THISAPPDCATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) 0 O O TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) PRREVISED ....pI IM M. FIe11Ea ilding Now -Ho. 17A630.01 W EXP1mtW. D.t. OS/2612021 EXTERIOR on uss.rvnT EXIEwgi p DF i Ml.ml-0 vmtluct Contlo wrowoao.sRs- I NUl4 G..,00.IMWHFY 1 Ea£ O ' DOGNE V Pm 3 �_ A Flli F00.1NSTAUATX W OPTION O6 H: 11I1 1 ' LYry,y4i,, NOTES `H.SapNY 1)USE2ANGLE CLIPS PER MUWON ENO. CLIPS MUST BE WSERTm WSIOEOFMUWON. V.. 2)DETAILG: SEETABLES I15-148 FORANCHOR DUANTRIESAND SHEETS 21-23 FOR HOLE S z*:' N.'58705 : - — LO TIONS. M1 —V 1. - 3)DETAILH:SEETABLESISBORIWFORANCHOROUANTRIESANDSHEET22FORHOLE ' I•T %O '�. ATE LOCATIONS. �i 1Cs-'• :ORION a 01VAL E,aNaG.. o P.E A LFL O O.IE.# 5870 FL F.EH 58]05 I N[)LC IX MUIBm C Tvble Opentn9NAam(fNla1ks95'aPertirpmlabm)m09YxINe HBIOM(M1xhMmleNs m9rW iPoN IIJdiG6) 1MF WN SOF iBN WF BON UON IWF 1x2x.135 IbnaiP'W Sry }r I—fiuv nNrRSw' nTNMme Imaq IWbP't/ WB }nMBmi wap ��y .�W� LW,ne T wft nr<'1atP5^� ImN TgeBUp. ml tIag IsanB RC loebq IwEF9 Imaig INAp UnP5 Iw4V' nsW}BMD Beare M TUln maman L §^ $§g $ g $ $ gg n S axb tnA IW IaB W au m HIT, m TBA INlip.1 m aBB tG311.41 319 6z1 NO j IN.B 319 xB Im INn[ .TB as L42. IWA 319 MA Im IKOJ 319 JSB 1@ TWA 319 aF r1A JW BSB 15J mA nz n1 33 !ls aW m.B za KB .12 m3 za 41A J13 Bu 2" lt.e 3n 01.0 nl 31] 312 SlA M 'AA 312 HF zN 311 312 61A 24 m63JF m3 at ]Ba 91 333 im HA TA IU a1 IS.T a1 WB 2W ut 3R m.s znl W.1 ap 3U "'I w 3N MA M 4B] WB 32! MI lBl 219 MA al IB.3 zU 6 NF 9A &i mA 2m a.B 3r} r9A 1m J}.B lq a.6 1W 32B 311 ILA IM E2 LIT WA IN i9.] 20 3U iW 21. 2R 361 tW tU NT N.t IW IU a] JSI Ip WF a1 SID 113 f]0 aA .TO 33.1 lm 21A M] 31.6 Im E.0 Rm aD 1W a. 1m ZI.1 19 III Bm EB 157 IS.O 2W EB tm 3 WF >Jl 101 nJ fm SIA iW W.3 19 n} 1Il A9 tIB A.} Im 214 14 1U Im aA to 18A 101 RI.} 14 'F 89F nB 169 NB o3 2F5 IT,Al 1]9 EB 1a n.l 138 I8.0 Im 21.0 1N a1 150 ES 1'A tB.6 ISB 1B.B. Ilr IS➢ 139 1}.S 113 }Bh 10.0 1H I&T 1N 16) I2! 19.0 IB! Mm im Ha I62 IN TA6LE 1B McnorCa TBek m so.bli zrr 93w[1tlr vSBIYm Ium cMu Nm NlllM.. 2.wa.u.. vG8mtl 05AWm'aLNlm) &1ory91 51' a.Ylf1i'/• 'M. hW' 11'r' T SVI• 4fY• SW' IAIf 1-W f-W P ylf rhiOrr00./90ma5a(mNUm(r�IF 3Wb SWm Mm ®Vm IONlm 3V6Mn 9IS lertASm 1135mm IWm WA Ww Ww WA WA WA WA WA WA T1JmIWmlm zelm3m 59m Ion Inc orrse i wr, uac i ncaw.lr.�...�.rn r,,, , �,.�• HOURS I: FIGURE2: FIGURE&' ANGLE CLAP MUST BEUSED W PAINS. FIGURER: FIGURE& FIGUREe e I • TABLENOTES •yBaat--11 PRODUCT REVISED 0ullAmng ITInBnvrttm M. FI.M NW -No. 17-0630.01 Ex#invil.. Dot. 05[26)2021 eT MApm Pr uct Con 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLND ES ASHEET 25 FOR INFORMATION ON WAOWG. SEE SHEETS 24 FOR GENEPAL INSTALLATION METHODS.r- 2)UNEARWTERPOLATIONBE] MMULLLENGTHSAND/OROPENINGWIDTHSISALLOWABLE 3)MUWCNANDMUWONCLIPSSHOWNARENOTTOSCALEMRLD( DWM SIONS.SEEGHEETS21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRK'TIONS SHOWN ON SHEETS 21-ZL 200P I1 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Iu- A``��yY LYNry 'rr ,,)SUBSTRATES:CONCRETE.) CONFORMTOAG3p1.PEOTRCATIONe. HOLLOWANDGFO0R-elFD CONCRETE BLOCK UNR (CMU) SHALL CONFORM TO0.5TM CAD. WORD SHALL BE FPESSURE-TREATED R�St\''10ENST,... YELLOW SOUTHERN PINE WITH AN SG OF 0.E5. ALUMINUM SHALL BE 6 TS AND BE A MWIMUM OF.I2S THICK STEEL STUDS TO BE A MINIMUM GRADE MAND.0/5'TWCK(18 GAUGE). STRUCTURAL 37111 TO BEAT I'X2•X,12r MUWON LEAST.I2S THICK AND A36. ALL ANCHORS BFTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •.-P s *I� No. 56]05 = *_ THE MATERIAL.#105#12 ANCHORS INTO WOOD MAY BE STEEL, I M S.S. OR 610 S.S. �-D • 6 : Q:C STATE F��:'(V�: ''AFT ONAL E.3J1 A L'MM ,P.P.E. FL P.E.# .#58758705 TABLE lA HulTWn fa ec Table eAi Openln6 WIdN (/OTveNm118spwr11B101d10m) OrOpenbB HCIBXI 01. (bTh3AIDMa0yaPemIT011H6o]B) Iml, 19X SOM 0]A min WA 49X 1WX 1SII376 Ra.WWa as TmIMOQ RslaI 'f0a6 Reuagfm i�eP'f0ry. Islas, RectAO'da loplNry P.eluipaa Tsw"aa ImG{gV Ra . TawO RwlNplat bv@$jY TIQTnup, 0<^a{Wg NNv@da 10'.. RtlaGNa TyVWap 1®BIV AWIIt7Nba ggl dg5 Off' gglvkV d '�� ggLn®wWggggY EgMBBogg �v sgIN1hY gL®SN Y�Ls0s, sglasaa fImBN gglvaT6 3g•Im1BV 1{ImOW glmltY +Ri0 n0 m] ® Imo ® +®S 910 1 B fID +«9 31] wfi al +BSB 61] r.r LW lme A] «e asB 6n ®X TI1.e 061 1H30 NB lmt 3 MB mrm091iReHAf 816 W]39] ®0 'dI mo 3'Y m] W] @.0 ag al BOrmo ]69080 s01 04o6Il6'Db ml V, .6 ]N «0 l50 BlB YB br8 IM 'H.8 AI 9t0 IY MB 3Y 143 lM Yu0 rb ]]D t50 tl]042 .L.1 39 060 ]T 9B >fl SID i ID Sil AY @3 ]t0 I, Im as MS Qr Q0 02] ]11 YB IW 610 ]ta A6 Ql Bt0 9tl 'ffi] IW OLB03] 9L 6;9 SI.B ZN13 AB A9 9I 16B iW M6 r21 98 El ]L1 Yll I30 2S 360 rN M3 3A 222 ]:t 103 NadX 620 'dl 6].I ]08 NB 3N I.W,..2 V.0 Nl AB ml 08B 33] Yq0 91 9,1 91 m0 91 A3 L¢ 9A 'A1 Ab Fm 19]180 RI II< 90 ®AI88b06A RO 9m A.3 3H 9.9 ?M MI 310 m0 1E0 31.0 310 '!iB 'A 2s; 9II 146 t® 4flB 310 1Qr 3T T.1300A9 ZI.]3]Bim 3@ O2n 171 9PB3 me apt 9I3 1@ tm ffiI .8 Im ]26 199 ZIS 9@ 256 31.e 106 101 AA 1].0 3H 303 A6 IB.1 1P! 166 180 130 9 94 Il1 101 t00 1@ 15B LLB 38 33 'A.3 le.] +T 12B 10.9 039 •LG 140 IeB im IY 11D as Y6 •61 1fl6 100 fmmX 150 ]BA 30.0 IN 'AB Im '130 1@ 3St 1m ml t@ 9-0 18] 1r.] t& T. 169 131 1@ 18.1 t61 M] 1@ 160 151 11.0 1@ 163 153 101 18] 16t 19 B.B 1@ +U 160 OOX IB6 IM IH.O Ttd ]61 t4 tat lm WA 143 1R 1S0 ll] TABLE 2B Mc;ol6 3c TBbM 6WNY L]1 Gvvee Sfmc. IYY. lSU fEkilQfll PT WmI N.91 VP69 A10Em VCS9 Eko YO ettl av sas N361ev1 ArtOVTpe ]MFkV DVAm WB Uvam n0•Ela Vemm IMEkeIJEam It3um Aria 9nalQW fine Na &wa(ml Mdio]COp PmmmB EON Q'�2 00n1 P 3.V1 .f` 3-Vl 1lT t• 2Yl 1' b1? Y 1N• Y p.AT O.N QJ31• fmAdasOM IYf IJY' fYf fYl' T idM LVP LtIC f-W 1-t/f 1-Vf Y fYr tY0' aRi OIPBb.I{ J910v ]90m LA' m XAm tOMm Lem IIPm YYm 1Wm JNb Wm as Nlm u]0f YOm 3Amtv.OIM NA,QC/6WOaO0afl WA WA ]Sm WP NN WA WA as. WA Illm ee3m ttAm IMe9onD1.1T Wn OC/81mWEpetOh¢PIRG.R tWm IA�m WA WA Tmm TIBIA emm 11@m mx« wm +NBm •AM@.®ram oe/wmAmM Qm/OT9]Y >mm r@m B@m Imlm tmsm HSMe Jwo. wA ]i1930mm •3RB119WAm WA Ab 3Arthn®Y.I tWMIUl9(e6F 3'tlWy MWsAm BIIWWAAm f3WA tlWA® 1RwP0 3]W0Am 1WWAm SWAm 19WAm 1]WOqm EWIqIN Am ilg W6 NM WA WA WA Ntm M2101 390M 2". 0 '.IV Xm NOTE: FOR THE OFFSET MIR USE THE SAME ANCHOR PAT FROM THE PRODUCT REVISED as plFtT. Mils the FI-M. BBIIdln9 CCeedd NoA-No. 17-0630.01 B.Mmupn DRt00512612021 FIGUREI: FIGURE2 TABLE NOTES: ® 0 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR NFORUATION ON LOADING. 1 W ® SEESHEETS24FORGENERALLWSTALBATIONMEDt . 2)LINEARINTERPOLATIONBETWEENMULLLENGTI M=ROPENNGWIDTHSISAIIO MM _ FIGURES: 3) MUWGN AND MULLION CLANS SHOWN ARE NOTTO SGILE FOR E%ACTDIMENSKINS, SEE SHEETS2I YB. HOLES TO BE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21i3. 3'� .gapN .......,. ® FIGURES SHOW SUGGESTED, APPRG%IMATE HOLE LOCATIONS. ANGLE CLIPMUSTBE USEDIN PAIRS. 4)SUBSTRATES:CONCRETESHALLCONFOMITO Ul SPECIFIGMMS.HO MMDGROUT-FUM 3)5' � z•• NO.S0701 CONCRETEBLOCKUNIT(CMU)SHALLCONFORMTOASTM W- WOODSMU SEPREGGUR TREATED Il•T FIGURE 4: FIGURE 6: FIGl1FfE8: YELLOW SOUDfERN PINE WRH AN SG OF0.55, ALUMINUM SHALL B(60B1WIM T5ANOBEAMUM OF.125' 1•%Y%3)S MULLION ' '.G/(` N� U��II 1111��JJ INI�'ILI��C II UN__IIlL . -JJ I THICK STEELSTUDS TO BE A MINIMUM GRADE 33 AND.043•THICK 1B GAUGE). STRUCNRAL STEELTO BEAT LFAST.12VTHICKANDA33.ALLANCHORS INTOMETALSHALL IX DATLEPST3SCREWTHREAOSBEYOND THEM MRI #10&012MC D2INTOWOODMAYBESTEELIOBS.S.OR4105S. V �P •. I �I. �O�•. 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F+sl sueaPE z >vr aa- Bsr O.sir 4tM• 4I# 1-N• IdT aaN1 Edm wh Nsh N1m dam ]wen uw amen nu wzm ewm Ilmh WA WA IVA IOm lb w9m t6Ee6 i®m Bmm 1e92m wxmB emh nwm nxxm t]am mbm tCtxlm t]z)m t6mm IUA Nw WA WA m ANCHORCP—_\eANCHORCAP._ NP 1% FORMULA TO OBTAIN USE THIS FORMULA TO OOTAIN THE'ANCHOR CA➢ACRY REOUIRm-CORRESENT FOR TORN _ HE APR LNG. WHEN ITISL UIREMEM THE MUUJON CPPACRY OTtOMrtTHE TABLE)INMUM ANSELEMIED CHOR MULLION. fT iCHMELDAMNBTUGCHOR UALIFY ADMIRI•WHICHOR OPTIONS ANC11ORALANCHOROPF ONS FROM THE ANC•HORCMACIIYTABLE. TAB z A 6A ]MMaN 1.N'WO.O CIUCIpm°.f24ALn BLi WA WA 6M1CaflON-Nai. D.GIUIJy, wn.lx3Nm BY1R WA WA xMfM]®IfdwM1O.Cie Bii ➢4 ]men 9Ah ]Mlva ®!n•YIM1aeTFU IR dam E!m __-_—_.._..___..�....�..�wneeerreou eNn Nw WA NlA WA M. TO" 99m 9]m eufNGR VALNEBA$THESTPNGARD WA Tab IVA luA WA NN 'lHnm x1A ]Vm CLIP. IUA HM WA awl°: .A ]lien ��,��,�„•••••,�e WA WA WA WA d4m WA neci�een WI' WA IW WA m m Ulm l dam �m 511m wdm ]mb �u avC CYduRFnN [NFET xd_ ram. �..... ... .. FIGURE I: FIGURE I- FIGURE3: FGURE4: TABLENOTES: FM a • ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 MR GSEE SHEET I FOR ENERAL NUALLATION METHODS. FIGURE& • a FlGURE6: 2)MNEAR PIIF]xPOIATON BETWEEN MULL LENGTHS momROPENNG WIDTHS ISALLOWABLE ONSEDRumw OLLOWING DIUUUONMCFUIJPSIONAL REGTRICTIONG SHOWN ON SHEETS 21-2.1. FlIGURFS�SHGW SUGGESTED. ESTER, APPROXIMATE HOLE IIONS. LOCATTIE FIGUREI: FIGURES: FIGURER: FIGUREM ANGLE CUP (FIGURESB&B) MUST BE USED WPNRS. 4) SUBSTRATES : CONCRETE SHALL CONFORM TO ACI WI SPEGFICATIONS. HOLLOW ANO GROUT-FRLEO CONCRETE BLOCK UNIT (CMU)NUMSHALLBSG TOASTMCSO.WGOO SHALL B25'THI PRESSURE -TREATED S TO MINIMUM GRADE WITH WAMSGOF0.CK (18 ALUMINUM SHALL BE 6061TE AND BEAMINIMUM OF.125'TNILK STEEL ANCHORS BEA AIETALSIGRNDEETAND. LEAST 3 ACRE GAME). STRUCTURAL STEEL TO BE AT LEAST.I2S THICK AND A36. ALLPNCHORG MTO METALSHPlL. E%TENO AT LEAST&ELRE7! 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YV6• 1' 21P r ]rR' Y S5d 2 DAT' aN 0.L1' Eqp 0.l:ne16+i 1' Dt/! . . ... ..... .. ...� ..,.. ...,. ue• 1.ar 1-tN• P tyr lare' vilu TABI.ENOTES: )DP )X �MUWONCAP..e�.�•�CHOR CAP.., USE THIS FORMIILATA AETAm THE'ANG10R CAPACTTYREOUIRm' CORR6PONOINE TO PN ACTUAL PRESSURE REQUIREMENT FOR THE CPEAA WHEN RIG TABLE) E ELECTED CAPACITY (FROM THE TABLE) OF WE SELECTED MULLION, IT WILL MY FUSED TOANG100. CAPAGIN L HICHANC MYBEF O M ALIFY WE ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTNTABLE t-2W0'� 250' FIGURE L FIGURE 6: FIGURE 4: RGURES: FIGURES: FIGUREIO: RGUREII: 1)SEESHEETI FORINSTRVCTIONS ON USING THE TABLFSANDSHEET26FOR WFORMATIONON ] � 2FBETWEEN 2�uNTIOE�MISHEERS -JOLS�BE DRtIDS F LOFLOING ENSION RESTUCRON65HOW� 0 FIGURES: FIGURE}: SHEETS 21-23. FIGURES SHOW SUGGESTED APPROXIMATE HOLE WA nDNS FICAMNS. HOLLOW AND ES CONCRETE BLOCK UNIT (CMU) SHIALL FORM TO ASTM OSO. ❑ WEDN SEJATLE .125- ICKANDTEAZK. 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Zp my g8GD�I N� a GgY Zqo �� g a3� 414 A6 a gg+; oms o c G �9 Etv oy�o�Y^ >� �A g1110 C >g� p4 E_ sic5 0 0 go��mbo�o �v� �010 > MHim yy �Z yI S �_Sw mH TFn�S Q S 30 ! * p a COPYRIGHTO]OJ7 P INDUSMES.NC. A RIGH MSE D "f DM IMPACT -RESISTANT ALUMINUM TUBE MULLIONS V SS cy'.. o n yr sans 45 DEGREE BAY MULL SWPECS armr $in C�:� ° w o 90 NIA NIA 6300JR 2P+2 rmo �Op. in 'i�N p O --0 u.eue w. — — x taxi n �ur� gFFRrII>tr l,�p` S u $ � JROSOWSKI 08I29I11 C ry�p ao-rem J RbSOWSKI 0611911TNOCHANGES THIS SHEET. rtcEm.aramiexeme .12Y HOW 5. z000r .315' MN. 1y r—.,28 II STANDARD CUP 6a63Ta AUUM 2. XSECTION _.1 5' O"ETER, C. I I L_ J STMDMDCUP 605yT6 AWM. TOMEW .3IN. IN. I I B i i OFFEETCLIP 6661TSALUM TOP I 112E UCLIP I Ba ECTIWM. T I I %SECTION .,25'J F— )40' 4 .936' MN A UL IP eWSTa M. TOMEW CENTEfi OFNKNOR TOLE MUST LIE BOUNDTHE SASHED BOUN`S YITFE SHEETS SITFORTHE ANCHOR O.C. DISTA� HOLE MCHOR HUM CHOR DN ETER:ANAN CNOR WAEfER, i/i6'. 2%6ANGlEtIJP 6a6ST6ALUM. 2W6 XSECDON L 12V .31 6• MIN. F— '1XX5ANOLECLIP 6W1Ta ALUM. TOPWEW CENTER OFANCHOR HOIEMUST WITHIN THE p0.EHED BOUNDARY. SEE SHEETS 618 FORTHE MCHOR O.C.O SIMILE WaaMUMMCHO0. HOIGpIAMEIFR ANCHOROUVAETER• NY. Mull Mmenslon(aln¢et R) PGOT Pert# Mullion SW.CIip ODsat qip 1 1p An9lo Clip 1" %T X.12V (S) BEB05 660113M M1118M 66S243M 666511M 1'X2"X.375'(6) 66600E SE6114M fi8B1118M 66624GM BE8512M 1'X2.71X.375- (7) 66607 66611 MM 6UJ12UM 666245M 666513M 1'X17SX.6ST(B) GM Swim 6661121M 666246M 666514M 1-X3.12SX.5QSI 6B637M 6661116M 6WI114M 856242M 666515M L2S X3.188'X.266'(12) 66541M 6661117M 6BBIJ13M W241M 66S516M 1.2 XVVXA26(18) I 69370 WA WA WA 66BS17M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FMCMnNG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 59.12818 FOR SUGGESTED. APPROXLMATE HOLE LOCATION58 ANCHOR O.C. DISTANCE 3) SEE SHEETS 24 FOR GENERAL INSTANATIDN MEMODS. TART E A Dim.nslon Vol.. 0.) Far M.IIIRg: A MIS 1'X2'X.125' Aluminum Tube Mullion B 2654 C 0.89E D 0.740 A 1.125 B 2404 1•X2 X.375' Aluminum Tube Noun C 0.636 D 0.490 A 1.875 i' %276• % .375Alumin B 3.000 C 0.767 T11ba Mugon D 1.118 A 1.312 I-X2.75'% .B5V AIDMmCn Tube MWlim B 3.000 C 0.476 D 0.838 A 1000 1' X3125' X 600' AWm B 283] C 0.6v3 Toe Mug D 1.13] A 2'�5 1.25'X3.188• B 3.282 Xr•Alum C 0.862 Tl�e Mull D 1.T62 126• X2.11' A 1.813 .121'Alum Tub. MWI PRODUCT REVISED pl with tho M—ld. Bantling .. 17-0630.01 ROA-Na No. 58705 -) 1.DOn �---{ /.oDo• 1- 'jam Tao' 2es• § 4 a �. I II- ygyt .430' I I vy 4.000' 664* lTU OCMP I 2125° 2%SANGIECAIP 4° 4.(00' 0.000' 2.625' 2.000' XSECRON ALUM ULIW 2000° 604EC7R N N .125 I I 0X.SWAWN. II XSECDON .125 ❑ .125' X�SECTDN L Lyy .125 .125' N �`• k CENTER OFANOH STLIE MTTHIN THE J 125 pASHED BOUNDARY. SEE 6HEl iT31420 FGRTHE 7 N 3iS '1�• .315 ANCHORO.C.DRRANCEMNOMIIMANCHOR m HOLE OUM£IERANCHOR DLAVEIER• V18•. m h o N MUILL LLION f'MULLENS 1-MULU/6• 6600'� 6.00S 37S O m U. MUWON NUWON 083-16 ON ,3TS -^�MW. y fi0B3TGALUM. BO T6 ALUM. 6068-TBAWM. .3TS I Z XSEOW4 %SECTION XSECRON MIN. J. Z �' Y oeTw 1250 .3TS CENTEROF r_________ ____________ JTS - ee ..crm 1.694' MICNORmus I '.� MIN. j ❑6-1 s Z t'�• I Musr uE vnTNIN I ¢ d BOUNDARY. SHEUS Y.6fE Q W W F FCRTH 161) 1 ❑ 28TS� µCHORO.C. F-_______i F Q. 040 .tOP 3.94' I DMA%RNM I 1 W O 325D' ,100' I P MU HIXE j j Y Y azso• Q 3 0'L ANCHOR_____________________U ,624- �_ WANGLECLO, $j1woeO ILIU3. 4' E STANOAPOCIIP MCLS B00TFME'N F 8 ,$ u;F -g2S 820' 606YT6 AURA. 806}T6 ALUM cENTEROFANCHORHOLEMUSTUE TOFVIEVI TOMEW PRODUCT REVISED 1.2611• 1'25S--i.820- %WHMTHEDPSHEDBOUNDAR%SEE a f 2Sx32SX.+OS 1]6'%S.25X.az4' 175'X181'X fi21' 6HEETS iP1)FORTHEANCHORO.C, TABLEC TABLE C, CONT. mplYYm99 wHM M. FIprlda MULUON WSTANCE NAIOMWAANCHCR HOLE mmendpn Velee Un)Fp1 MWllOn: Dfia..nYOIUe M)Fcr MUlllen: .0=149 COCA ANWON NOA-Ne. 77A630.0'1 vv0 T6ALUM. 666ST6AWM MW T6AU 041NEIER: NICHOR DUNEIER•VIe•. F 3. T t'XPX F 1.B3B 125 A ttSEORON %SECTION %4N O 1.OL10 .125' G D.BW X.B26• O Fap1n11pn Date OS/26T202i 5.600' H 2Ee0 Alwnilun H 1.438 AIMNIvmI ate. 1 3.000 1L1 Mclllpn 1 3.250 Tube MdIaX&94 Mipm a e ue enlro dTS .3)6' F 118/ 1-XPX F 2835 I25'X164' 2.4 1.BT7� .126' MIN. O pT5T .Va. O lA25 X.- 1.3TT1 '1u _ H 2" A.I. H LUG ANn6em1 y I I I I 0 azu TAM T I 3213 FIm"Man G6 1 + I I 336• F 2813 We MIB d T 1 i F 2250 12X. OP F 1875 45•B Mal .125' / 2.1 I 1 I 1 H 1.5110 Aluniroan .125 45' ILIM 3 3p• I I I I H I 3250' TABLED w 1tpM Mf lfT a250'4S BAT MARLIN I ` j 1 i J 30'BAY MlIl1XIH e03ZT8ALUM 1 I I I N 5 ON,.....!J,y�i 60i}TB ALUM. I / x.3ELT10N _______ I _ ? `�•'�a:'uGEN56'•'• '�. t55eCTION _[T(/ g N. 38706 G OFFSETCLIP :_ ( r .125' MW T8ALUM .21b•J {-,981•-i ,2z6•J I-.93t•-I .)4s T°`VIEW NOTES: AO�., sr re o �'•tp�: 1) HOLES TO BE ORILED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON RIISSHEET. Y 2)SEE 6HEETG 10,11, 1315,10&2D FORSUGGESTEO,APPROXIMATE HOLE LDCARONS. ALIENG� 3) SEESHEETS 2<FOR GENERAL INSTAUAT10N METHODS. 0. LYNN MILIER P.E u FL P.E.N 58706 cMTIffRETD a12S�_ CREATE FLLW,fiEE I DEfA4F, 6HFET4 I I i I 7 I I i I I 1 I I I I I 1 I I Mull phnen6bn (exeetp) POT PurtO Mulibn SM. CIip O6sl Clip UClip AnOle CBp 1'XP %.135 (10) 69389 668111M W61122M B6P241M 060316M 1'xP %.3T6'ltl) 6A1p OOe113M 851129M BB6WiM 6Y311IM 1'XP %.3T5'T B1) 125•xA2b•x.fOSG3) 1.78 XA26•X.63P ff4) 6081T m16wm31z Z0161(Alib 6601ON 6fA112TM 6681128M 6581121M Bfi61121M 868112911 863242M 6Faz416M 063N11M fi6881NA 66ssn5M fi66T116N 1.23 X184'%.834'H51 dt162 Wfi11TIM �1136M 6W341M p0B5NN 300eprte (10) 66&9 WA WA WA 06631IDN 43Cepne (2t) B665D WA WA WA 6605111M