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SCANNED BY St. Lucie County M hw l-DADE MUM-DADE COUNTY mm PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 6) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) RECEIVED www.miamidade.y!ov/economV P 70 IndustTecbxiologes, D; FILE C P`�� 17 2018 1070 Technology Drive North Venice, FL 34275 ) S7. cie County, Permitting SCOPE: fc�1ldl2_ 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 I through 11 of 11, dated 09/01105, 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 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 Expiration Date: March 26, 2021 ' �20 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. 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 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® NXTTM spacer system and XL Edger 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 11/21106, 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 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. 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 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 FTL-4648, 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) O Manuel er P.E. Product Contr 1 Exafniner NOA No. 7. 30.08 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 5" Edition (2014) and FBC 6' 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 (AU) 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 511 Edition (2014) and FBC 6t° Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement Ietter 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 under NOA 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 under previous 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. b r z, P.E. Product I roI E aminer 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 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5116" LAM] CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPA C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPAP D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFW PVB (BY KURARAY AMERICA, INC OR .090" SAFLEX ° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPA F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 0PVB (BY KURARAY At OR .090" SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13116"LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED rLASI .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL C At H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED h.l- -s OF 118" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116" LAM[ CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHE WITH A .090" KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAM[ CONSISTING OF (2) LITES OF 3116" ANNEALED GLAS .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPA K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLAS: OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIF06 PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTI- WITH A .090" KURARAY TROSIFOL BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAM] CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPAI 2. CONFiGURATIONS: "O)C(1/1, 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 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. 4. ANCHORAGE: THE 331/30% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 F 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4W, FTI- 4649, FTL-4650, FTL4651, FTL-4723, FTL-4957, FTL-4958 AND ANSI/AFBPA NDS FOR WOOD CONSTRUCTION I 1 1/2" NOM. 1/2" NOM. 41 GLASS BITE U 44Ll GLASS BITE 70 37 70 37 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENG .090 PVB INTERLAYER 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENG 5/16" NOM. 7/16" LAMINATED 5116" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or l _, 71-74 eGLASS a ExT 1/2" NOM. OM. 46 GLASS BITE 46BITE 38 38 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENG' .090 PVB INTERLAYER .090 PVB INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STPI;NG 5/16" LAMINATED 7/16" LAMINATED AIR SPACE AIRSPACE 118" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS 13/16" NOM. 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 oI ALUMINUM 11/4"NOM. CONE HOT -MELT BUM REINFORCEMENT pOLYISO_ DESIC STRUCTURAL BUMENE SILICONE 5/16" NOM. SEAL STRUCTURAL FOAM 3/16" NOM. )LYISOBUMENE WITH BUTYL 8 ROLL -FORMED WITH DESICCANT DESICCANT DESICFO STAINLESS STEEL EXT. GLASS AM EXT. GLASS EXT. GLASS / CVT !"1 /1CC_ 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" ".I A,B,M +60.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 50" A,S,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO53 1I8" C,D,E,F,G,H,I,J,K L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 60.0 +80.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 60 6/8" 63" 72" 74" 76' - 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +79.9L +70.0 -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 +76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 63118" A,B,M +80.0 -80.0 '+80.0 -80.0 +80.0 -80.0 +75.0+68.08.0+66.7 66.7 +65.5 65.5 UPTO631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TAI BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL F WIDTH GLASS TYPE 17 118" 2211/16" 28 3116" 33 3/4" 39 6/16" 4413/16" 1 60 3l8" 651 531/8" D,E,F,J,K,O, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +70.0 1 -70.0 1 +70.0 1 -70.0 1 +70.0 -70.0 +70.0 GLASS TYPES: TEST REPORTS Al A. 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI -(1/8"A,.090,1/8'HS) FTL-4647, 4648 C. 5/16" LAMI -(1l8"HS,.090,1/8"HS) FTL4647, 4648 D. 7116" LAM[- (3/16"A,.090, 3/16"A) FTL-4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 F. 7/16' LAMI - (3/16"HS,.090, 3/16"HS) FTL-4645 G. 13/16" LAMI IG -1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,118"A) FTL4646, 4723 H. 13/16' LAMI IG - 118" T. AIR SPACE, 5/16" LAMI - (1/8"A,.090,118"HS) FTL-4646 I. 13/16" LAMI IG -1/6" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4646 J. 13116" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - (3/1VA,.090, 3/16"A) FTL-4649, 4650 l( 1:3/'1 F" I AMI IC:- 1/R" T AIR SPA(.F 7116" I.AMI - (3/16"A..090. 3/16"HS1 FTL-4649. 4650, 4958 53116" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH 49 5/8" MAX. FIXED _ DLO (ALL) jl D i75^ MAX SEEP2�f I.F. A — — TABLEp� HEIGHTSEE DLO TABLE O 76" MAX. FLANGEDHEIGHT SEE DLO TABLESMASH SEE DLO X (MAX.) L 48 1/4" MAX. VENT DLO (ALL) DETAIL A 111 B SEEDLO TABLE' O j SEE DLO TABLE X j I B DETAIL D �nr�ni 1n1 IVriiRe OACUN 75' MAX. I.F. HEIHT 76"I 20" SASH HEIGHT TABLE — 75" MAX. 1 A I.F. DETAIL B VIEW (STANDARD SASH) 1 75" MAX. E II.F. � HEHT F. SEE DLO TABLE O j SEE DLO TABLE X j SASH HEIGHT DETAIL E RAnii IC TOP mt ISTOM SASH) Ij-2.784"--1 ( 1 ) INSIDE FMAX. FIXED LITE DAYLIGHT OPENING VENT DAYLIGHT NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERL OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SI INSIDE MAX. VENT DAYLIGHT OPEI i I I 31 ® ®MAX. WIDTH - E �� r- ,I SECTION2,25, —MAX. FIXED LITE DAYLIGHT ft 1 /bUTSIDE 23 owlilL 1=5111 (LOW SILL) HIGH SILL HIGH SILL . 8) LOW SILL LOW SILL i HEAD LF C C ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16" 10 1080 BALANCE COVER, 318" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BAL7BKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X1 PHILLIPS FLAT HEAD S. STL 78XI FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C I SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 V15TP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32"X25/64"XT' 71622K 36 1052 LAMI IGSETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039E GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 4044E GLAZING. BEAD, 5/16 LAM] W/GRILL KIT 644703 4222A GLAZING BEAD, 7/16" LAM[ 64222 985C GLAZING BEAD, 7/16" LAW W/GRILL KIT 6985 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 r 4071A FRAME, I.F. HEAD 64071 4072A FRAME, I.F. LOWSILL 64072 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 ISILL LATCH (EGRESS) (LOW SILL) 764009 53 10813 ISPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 REM DWG,# 60 1635 SCREEN SPLINE - 61 SCREEN CLOTH 63 505 GLAZINGCHANNEI 64 1161 #6 X 1.000 PH._BUC 67 GLAZING TAPE,1/1 68 4051A SASH BOTTOM RAJ 69 4050A j FLANGE FRAME Sll 70 ISILICONE,DOW79 80 A GLASS, 5116" LAMI, (i18"A.0 81 B. GLASS, 5/16" LAMI, 0/8'A,.f 82 C. GLASS, 5/16" LAMI, (1/8"HE 83 D. GLASS, 7/16" LAM], (3/16"A 84 E. GLASS, 7/16" LAM], (3116-A 85 F. GLASS, 7/16" LAM], (^" -,"H. 86 G. GLASS, 13/16" LAM] -46 87 H. GLASS, 13/16" LAMI IG; 1/8' 88 I. GLASS, 13/16" LAM] IG; 1/8" 89 J. GLASS,13/16" LAM] IG; 118" 90 K GLASS,13116" LAM] IG; 1/8' 91 L. GLASS, 13116" LAMI IG;118' 92 M. GLASS, 13/16" LAMI IG; 1/8 1 47 FRAME, I.F. HEAD #4071 A, 6063-T6 .062 NOM THICKNESS --2.784------{ 1.36� .062 O FLANGE FRAME HEAD #4o02A,6063-T6 1.749 L12.710 .062 O FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) 1 1.342 .062 062 2 830 2.330 �——2.764--� O FLANGE FRAME SILL (LOW) #4G03C.6063-T6 .062 1.451--{ T OSASH STOP #4025,6063-T5 2.279 1.707 Ff 040 738 SASH STOP C0VER #4053, 6063-T5 2.326 --1 SEALS OI Al `', 1kr VIEW D- (111 & VIEW HEAD & SILL, FF 1.165 r-- .062 1.349 31 SASH SID_-_.AI #4008,6063 T5 21 FIXE#4DSME o63NG RAILo AB SASH#4006TO063 RAIL 28 SASH�BO TOM RAIL(LOW) .oso RL 678 {�---2.326----1 1.096--1 .062 I O GLAZING BEAD 7/16" 2.946 ff #4222,6063-T5 3.446 1 + I IF2.638 ANCHOR QUANTITIES FOR 1I1 FLANGED WINDOWS WINDOW HEIGHT 28.603 34.603 40.603P465,.603! 52.603 58.603 64.603 SUBSTRATE: ANCHOR TYPE: U z U Zmp U Z U Zc� ❑ U z U❑ zc) U Z zm ppmp z zm z zmWINDOW �U NCWIDTH GLASS N�NO�ONOONO`—ONOONO U UNONO�UN�NO`UNONU ?� TYPE 3 U v 3 U � C,D,E,F,G, H,I,J,K,L 1 12 1 11 1 1!1 1 12t1l2 1 1 1 22 1 2 2i2 2j2 ;2 2;2 22 2 2 2;2 2'2 1 22 2'2 2j2 2!2 2212 ;: 19.125 1 1 1 1 1 1 1 1 1ABM 1 _r_ 1 ._w;..._._... 1 1 1 1 1 1 1;2 2 1 — 2>2 — .,. _...._. 1;2 2j2 2 2 .__._........._ 212 2;2 .....,......._..t_ 2 2 212 .._v...._...r_.. 2i2 2. __.;_..._..; 2;2 ....._; 2 2 _..._112 2i2 2i2 2 2 2j: C,D,E,F,G, H,I,J,K,L 1 2 1's1 1 2 1 1j2 1 1 2 1 112 1 2s2 i2 2 2 2 2 2 2 2 2 2r2 2 3 2(2 2 2 213 2 2 2 3 3;24.000 1 4,1 1 f22 1 1 1 1 1 1 1 —112 1 1A,B,M _r__ .._ _.._.. 1�1 — 1�2 —._�_ 1i2 ._... ....___ 1 2 1;2 2I2 12 2f2 2112 2:2 2i2 2.2 2I3 2j2 212 2I3 2;2 H,I,J,K,L 1J2 1!2 2?Z 213 12 2i2 2j3 1s2 213 2?3 2 2 1 2t3 1 2'3 1 22 1 23 2 3 3 1 22 1 33 2 34 1 312 1 3j3 2 3 32.000 1 1 1 1 ABM _ — 12 _ _ 212 .._..._.-..2 2'3 1T-2 2'3 112 23 2i3 2 2 Z'3 2'3 2 2 2j3 33 2 2 3;3 3j4 3 2 3i3 3;� C,D,E,F,G , H,I,J,K,L 1_ 2!2 1 12 1 22 1 2;3 1 12 1 213 2 213 1 22 1 2;3 2 2'3 1 212 2 213 2 2'3 1 2`3 2 2`3 2 3!4 1 2 3 2 3 3 2 314 1 313 2 314 2 3j. 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 A B,M ...._ 2;2 .__........_.....,..... 112 2 2 2'3 1 2 2j3 2t3 2 3 2 2 2j3 Z3 2 3,21 3 3;4 2 3 3 3 3j4 3 3 3;4 3 PSF C,D,E,F,G, 79 2 2 2 2 2 2 2 2 2 2 2 .,.2... ?_ 2_ T. ... 2.... 2 _ 2 40.000 H,I,J,.K,L 1 2 212 213 212 2i3 213 2 2 2`3 2;3 2L3 2i3 2'4 2 3 3'3 3'4 2j3 3i4 315 3 3 3- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 —2 2.._..._.2_..__2. ._..2-- —_2 ....,..—. -,_.2 Ag M 2 2 1 2 2 2 2 3 2 2 2j3 2 3 _ 2i2 ...._. 2 3 .... 213 213 213 2' 2 3 313 314 2j3 34 3,5 3j3 3 4 41: PSF C,D,E,F,G, 79 2 2 2 2 2 2 22 2 313 2 24 2 2113 2 3s3.314 2 2 213 2 3j33'142;3 2 2 2 34353;3344,. 2 2 2 2 44.000 H,1,J,K,L 22 22222!32;3 2 2 2 2 +2j22t3 2 2 2 2 2 2 2 2 2 2 2 2 212 2.2 A,B M 22 2i2 .. 213 . . 23 2 2 3(3 24 213 33 34 23 33 3i4 2i3 3i4 3i5 313 34 4 2 2 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2,43142;:3 2 2 2 2 2 2 2 Z 2 2 2 3 2 2 3j3454j1 3 48.000 H,I,J,K,L 222222232€223 3334233�43423 3�4353133�43: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2„ _2.... 3 ..2.. 21 -3 FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS ANCHOR QUANTITIES WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 ANCHOR TYPE. r� U ZroO 0 U Z U Za10 0 U Z U Zt10 0 U Z U ZchO 0NON0 0 U Z U ZMO 0cv o U Z O'—ONONOTONS U ZcoO 0 U Z U ZMC WINDOW GLASS N`—ON�`y0`—ONONO�ONON0 IF U U U U U U U U U U U U WIDTH TYPE U C,D,E,F,G, H,I,J,K,L 1 1 1 1'1 1 1;1 1 2 2 1 2;1 1 2;2 _.1._......�_.-�._ 2 2 2 1 2;2 __......--'_�_.._.1._...�.__..._�-... 2;.2 212 2;2 22 2;2 212.212 2 2 _.. 2 2 312 2+2 3'2 3 : 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1;1 1;1 111 2!2 2i1 2 2 V 2 2!1 212 2:12 212 212 2;2 2 2 2.2 2t2 212 2;2 3;2 3i2 3': PSF C,D,E,F,G, 79 - ------.._ _. 24.000 H,I,J,K,L 1 1 r_•. 1i1 11 2!2 1;1 212 22 22 2;2 2j2 2�2 2I2 22 22 32 3i2 2!2 3;2 32 2 2 3[°". 11 L;1 1i1 2:2 Ill 212 2i2 2 2 2 2 2 2 212 2,2 2;2 2.2 3'2 PSF 68 1 1 77 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 32.000 C,D,E,F,G, H,I,J,K,L 111 1112221222232'222332T23'33332333,3223;34;33`2434 1 1 1 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 1 1 1 A,B,M 111 1112'22,222232:222332'2M333;23t3332123i3433i24i34' _1 PSF 59 67 79 1 1 2 1 2 2 i ?_..._..�.-.._2_._ C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2'2 2i3 _..,..__.._.. 2;2 _.......... 23 _ 3`i3 . f 2;2 _..._2 3;3 ..... 3;3 .......... ._Z._.... 33 4!3 3':3 32 3'3 .._2..... 43 -- ._......_.__ 3�2 4!3 .__? 4 37.000 1 1 2 1 1 2 1 2 2 1 2. 2 1 2 2 2 1 2 2 ABM 1 213 2:1-2 243 313 2 2 3;3 3i3 _2._ 313 4i.3 313 v1 312 _ 313 4i3 312 4i3 41 1 1 1 1 1 1 2 2 212 212 PSF 54 2 79 2 62 2 79 2 2 2 ?- 2 2 2 2 — C,D,E,F,G, H,I,J,K,L -2 _..2.._..- .2 ... 3133;34;3443.3434, 222!2222i32':.2333;3223;343313C 40.000 111 111 2 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 2 ABM 2 2 2 2 22 3'3 313 2.2 3t3 413 3'3 -2 C3 3'3 .2- 3 3 4 3 4!4 3 3 4 3 4 1 1 1 1 1 1 2 2 2's2 212 2 3 PSF 49 79 2 56 2 79 2 2 79 2 2 2 2 2 2 2 2 2 ? 2 ?? ..._? ..-..� C,D,E,F,G, H,I,J,K,L 2 1 1 1 1 1 7 2 2 22 2 2 ..._._.._ 3'3 ....-- -- 2';•2 33 —y..._. 34 _.__... 2i3 3I3 ---- 4!4 3i3 43 4;4 3;3 43 _.._?_......_? 44 3;3 4•:.3 4 44.000 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2_ 2 2 2 2 2 2 A,B,M 1 1 1 1 1111212 2 2 2 2 3 3 _2_ 2T2 3' 3 3 4 2' 3 3 �3 414 3' 3 413 4 4 3 3 4 3 4` 4 3 j 3 4' 3 4 PSF 45 74 51 74 2 2 79 2 79 2 2 2 2 2T-2 3 2 2 2 2 2 348.000 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 3 333 44 33 4 4 44 3`3 4t4 4i4 4i3 54 4 _ _ _ rj k-o§ \) z k=� # G �o§ n n k k U �22k §§§2/ n§§ o § , o acn° ° a 2\\ °)/ © o 2 2 M� o �%^\ §gym $ § ���, ��`®��cn �¥%,�q In � cn - 2.3 j q�oD 2 WOm . � `0) ' coc\ k �£ a 2222222222222, c� M m M2 ������_����@&� \�\�\ woo k w 'c e\ � � —04 � �� . . /'coc0) g § , cy m cam m & ® WOOD 2 ��������§/� CI)i .wo » /�/_&�coc(\§ �� e/ w M e w �; m o& , , m��m& 2 C4 to/����m@� '-�� o _M M� Q . 2 CA co N3 G& a��/� Qw%�¥'�O � m& r4ll. 'coc)j-4 r �2c \ °§ /\ cN ��ea�Ch CNC cam m z z z WOOD ° /'wo = �\ 2 /~ m�G) \® mach § /� do/NC to °7§ Cl)���� :° « to «m /� / /\/>co� z R .Q : ~ _m v woD )f ! w co w ° m �;\ u ��:� c � Caw M§�Ez rol ° \� /�/-W-cow CIO�22 § aK) § z 22»�\�»-qoD k m w a ® m�� ! \� Q� ® 2 ° § g� �� M� ,' cNC $ ~ �� / W m \ e C.,w 2 0 coNc m G) R : > 243 \° \~ /� �'\'\�woDm 1-3/4" MIN. EDGE (ULTRACON ANCHOR) 2-112" MIN. EDGE (CRETEFLEX ANCHOR) 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 3) EXTERIOR INTERIOR * (ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) 1 3/4" MIN. uu114" MAX. SHIM DETAIL A 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR (SEE NOTE 2 & 3) DETAIL B 1" MIN. EDGE 1 3/8" MIN. 1/4" MAX. SHIM TYPICAL FLANGED HEAD ANCHORAGE 1-114" MIN. EDGE (CMU) 1-3/4" MIN. EDGE (ULTRACON INTO GONG) 1-3/4" MIN. EDGE (CONC.)-I r2-1/2" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) 1/4" MAX. SHIM-+j I r - 1 IN. MIN. '•'i v :• � 1/4" MAX. SHIM•--�-� O CONCRETE ANCHOR, v FH BELOW MEETING " RAIL. (SEE NOTE 2) "••' 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU lix BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 2-1/2" EMBEDMENT---i Mom' SHIM FRAME 2-112" 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS 1" M .N EI DGE MIN. EDGE 1. FOR CONCRETE AP APPROVED 1/4" EL( ANCHOR TO CONCI ULTRACONS AND C 2. FOR WOOD APPLIC 1/4" SS4 CRETE-FLI S-07 Z (8d)) 8d PEN[ ONLY (SEE DETAIL; 3. WOOD BUCKS DEPI TOTAL THICKNESS INSTALLED DIRECT 1 1/2" THICK OR GR ENGINEERED BY O' 4. FOR ATTACHMENT 6063-T5 AND A MINI THE MATERIAL SHF THICK. THE I, AL SUPPORTT(' ...'91 WOOD BUCKS. THI ENGAGEMENT INT( PRESSURES AND P 5. ANCHORS ARE NOI 6. FLAT HEAD ANCHO 7. MATERIALS, INCLUI CONTACT WITH OT FLORIDA BUILDING WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAIL EXTTEEIT V FRAME 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS II AND 5" O.C. SCANNED BY ucie County MIMI®DBE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RECEI\ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 PGT Industries, Inc. FILE 1070 Technology Drive 11E ( `/ �� j % ? C 18 North Venice, FL34275 SCOPE: ST. Lutle Eoanty,_permitting 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 NQA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16118, 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 MIAMIDADE COUNTY Expiration Date: February 19, 2024 G Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er .E. Product Control a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and FBC 61 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere , .E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 61h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13- 0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 6 4Manuel ere , Product Control Ex . er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMUTTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61b Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Pere re duct Control Exa nn NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 GENERAL NOTES: SERIES PW7720A IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 49" TIP -TO -TIP WIDTH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48" BUCK WIDTH -+ DEBRIS REGIONS. FOR INSULATED. GLASS INSTALLATIONS ABOVE 30. 45-1/4"VISIBLE IN THE HVHZ; THE OUTBOARD LITE (CAP) MUST TEMPERED. --. LIGHT WIDTH 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY �I g, SHEET 6 - I MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 , CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL I BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. - 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION - WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS "_ CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY r OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2" MAX. IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212.& 18-7763; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS - 6-1/2" MAX. TC K SHEtET7 HT } - VISIB LE SIBLE LIGHT / HEIGHT I 1 12" MAX. O}CC.. 97" TIP -TO TIP HEIGHT 1 1 12" MAX. O.C. 6" J MAX. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 PARTS LIST...................................10 FIGURE 1 12" O.C. MAX. I 6" MAX. 48" BUCK WIDTH 4VISIBLE --a LIGHTWIDTH D, SHEET7 - I �7 'j .ICI HEIGF 93-1/4" VISIBLE LIGHT HEIGHT D - -i [-- 12" MAX. O.C. TYP. EQUAL -LEG FRAME . ELEVATION ` 12' O.C. SHAPES AS SHOWN BELOW OR SIN MAX. AND OBTAINING DESIGN PRESSUR ANCHOR SPACING TO BE 6" MAX. F MEMBERS, SEE FIGURE 1, THIS SHE / } WIDTH-�{ TABLE2 Window Design Pressure (+/-, psf) for Glass Type 1 Long Side, Ti to Tip in 68-7/8 73 1 77 81 85 89 93 1 97 1 101 105 1 110-1/2 31 +/-80 +/-80 1 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 1 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 1 +1-80 35 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-79.8 +/-79.4 37 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-78.1 +/_75.2 +1-72.5 +/-70.3 +/-68.5 +/-66.3 41 +/-80 +/-80 +1-80 +/-79.8 +/-77.2 +1-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 c 43 +/-80 +1-80 +1-80 +/-77.4 +1-74.3 +/-71.3 +/-68.2 +/-64.7 +/-61.6 +/-59.8 +1-58.2 e' F 45 +/-80 +/-80 +/-78.9 1 +/-75.4 +/-72A +/-68.9 +/-65.6 +1-622 +/-59.7 +/-57.5 .2 47 +/-80 +/-80 +/-77.2 +/-73.6 +/-70.1 +1-66.8 +/-63.5 +1-60.3 +1-57.7 49 +/-80 +/-79.3 +/-75.6 +/-71.9 +1-68.3 +/-64.9 +1-61.5 +/-58.2 m 51 +/-80 +/-77,5 +/-74.1 +/-70.3 +1-66.7 +1-63.1 +/-59.7 v 53 +/-79.1 +1-75.6 +1-72.4 +1-68.8 +1-65.1 +/-61.5 rn v 55 +/-77.4 +/-73.8 +/-70.5 +/-67.3 +/-63.5 0 57 +/-75.8 +/-72 +/-68.6 +1-65.3 (0 59 +/-74.2 +/-70.3 +/-66.8 61 +/-72.7 +/-68.7 +/-65 63 +/-71.2 +1-67.1 65 +1-69.7 +/-65.5 67 +/-68.3 68-7/8 +/-67 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FRUM THt I IN -Iv -I IF DlMtrvslUN Iry THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TARI F 3- Window Design Pressure (+/_, psf) for Glass Type 3 Long Side, Ti to Ti in 68-7/8 73 1 77 81 1 85 89 93 97 1 101 105 110-1/2 31 +/-80 +/-80 1 +/-80 +1.80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 33 +1-80 +/-80 +l-80 +/-80 +/-80 +/-80 +/-80 +/-80 +r-80 +/-80 +1_80 35 +/-80 +/_80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.4 +/-76.4 +/-74.3 41 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +1-69 - 43 +/_80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-77 +/-73.1 +/-69.6 +1-66.9 +/_65.2 e' F 45 +/-80 +1-80 +/-80 +/-80 +/-80 1 +/-77.8 +1-74.1 +/-70.3 +/-67.5 +/-63.9 � 47 +/-80 +/-80 +/-80 +/-80 +/-79.2 +1-75.4 +1-71.7 +1-68.1 +1-65.1 n 49 +l-80 +1-80 +/-80 +/-80 +/-77.2 +/-73.3 +/-69.5 +/-65.8 ~ ai 51 +/-80 +/-80 +/-80 +/-79.4 +/-75.3 +/-71.3 +/-67.5 0 53 +l-80 +1-80 +l-80 +/-77.7 +r-73.5 +/-69.5 t= 55 +/-80 +/-80 +1-79.6 +/-76 +/-71.8 0 N 57 +/_ao +r-eo +l_n.s +1-73.8 59 +/-80 +/-79.4 +/-75.4 61 +/-80 +/-77.6 +/-73.5 63 +1-80 +l-75.8 7/16" LAMINATED GLASS STACK 3116" ANNEALED EXTERIOR 11 1 a 2D . GLASS TYF 1-1/16" NOM. GLASS STACK 3/16" TEMPERED GLASS 7116" AIR SPACE EXTERIOR a TABLE 4: Window Design Pressure (+/., psf) for Glass Types 2 & 4 Long Side, Tip to Ti in " 6&7/8 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 1; 31 +1_80 +1-80 +/-80 +/-80 +/-80 +I-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/. 33 +1-80 +/-80 +1-60 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/- 35 +1-80 +l-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/- 37 +/-80 +l-80 +/-80 +/-80 +l-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +/- 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 41 +1-80 +1-80 +/-80 +/-80 +I-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 �- 43 +/-80 +1-80 +1-80 +/_80 +/-80 +l-80 +1-80 +/-80 +/-80 +/-80 +/-80 �" F 45 +/-80 +/-80 +/-80 +/-80 +1.80 +/-80 +/-80 +/-80 +/-80 +/-80 P 47 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 1 +/-80 +/-80 49 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 m 51 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 53 +/-80 +/-80 +/-80 +/-80 +/-80 +I-79.1 — to +I-80 +/-8055 +/-80 +/-80 +/-78.6 - Lrm 57 +/-80 +/-79.1 59 +1-80 61 +l-79.3 63 +/-80 +/-80 65 +/-80 +/-80 67 +/-80 6&718 +/-80 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUB I KAU I V t-KUM I Ht I IV -I U-I Ir umlcrvalUry Iry THE TABLE 1 V DETERMi"m . HE Y,PNDO.V DICE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS PVBINTERLAYER 6" HEAT RENGTHENED GLASS i 5/8" GLASS BITE 1-1116" NOM. ����,�JJ GLASS STACK I I 7116" LAMINATED GLASS STACK 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE PVBINTERLAYER i 518" GLASS BITE EXTERIOR EXTERIOR 7s� R 20 13 a 21 13 R SHORI SIDE TABLE 5: Window Design Pressure (+/-, psf) for Glass Type 5 Lon Side. Ti ton in 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 37 +901-130 +90/-127.5 +901-123.5 +90/-121.7 +901-119.8 +90/-116.5 +901-113.5 +901-111 +901-108.5 +901-106.3 +90/-104.5 +90/-104.5 +90/-104.5 39 +901-126.1 +90/-120 +901-114.5 +901-112.9 1 +g0/-111 +901-107.5 +90/-104.5 +90/-101.7 +90/.99.5 +901-97.7 +901-96.1 +901-94.6 +901-94.1 41 +90/-120.1 +90/-113.5 +90/-107.3 +901-105.2 1 +90/-103 +901-100.6 +901-97.8 +90/-94.9 +901-92 +/-89.6 +/-88 +/_86.5 +1-86 43 +90/-114.4 +901-107.5 +901-102.5 +90/-100.7 1 +901-98.8 +901-95.2 +901-92.2 +/_89.1 +1_85.8 +/-83 +/-81.4 +/-80.4 +1-80.1 45 +901-108.7 +901-102.5 +90/-98.8 +90/-97.1 +901-94.9 +90/-91 +1-87.3 +/-84.1 +1-81.7 +/-79.7 +1-77.8 +/-76.1 +/-75.6 47 +90/-104.4 +901-99.8 +90/-95.7 +901-93.9 +901-91.6 +1-87.5 +/-83.6 +/-81 +1_78.9 +/-76.7 +/_74.7 +/-72.7 +/-72 49 +90 1101.1 +90/-97 +901-92.8 +901-90.9 +1_88.5 +l-B4.3 +/-81.2 +1-78.5 +1-76.1 +/-73.9 +1-71.7 +1-69.6 +1-68.9 u I. 51 +901-98.1 +90/-94.1 +90/-90.1 +1-88.2 +/-85.7 +1-82 +/-79.1 +/_76.3 +/-73.6 +1-71.2 +/_68.9 +1-66.8 +/-65.9 S 53 +901-95.3 +90/-91.1 +1-87.4 +/-85.6 +/-83.3 +1-80 +/_77 +/-74.1 +/-71.3 +/-68.7 +/-66.3 +/-64 +/.63.2 n 55 +90/-92.5 +/-88.2 +1-64.3 +/-82.9 +/-81.4 +/-78.1 +/-74.9 +/_71.9 +/-69.1 +/.66.4 +1-63.9 +1-61.8 +/-61.2 L' m 57 +l-89.8 +/-85.3 +/-81.8 +/-80.6 +1-79 +/-76.2 +/- 73 +/_69.9 +/-6fi.9 +/-84.1 +1-61.9 +/-60.1 v 59 +/-87.1 +/-B2.8 +/-79.7 +1-7B.4 +1-76.8 +/-74 +1-71.1 +/-67.9 +/-64.8 +/-62.2 +/-60.3 n r 61 +1-84.6 +/-60.8 +/-77.6 +1-76.2 +/-74.6 +1_71.7 +/_69 +/-65.9 +/-62.8 +/.60.8 r 63 +/-82.5 +1-78.9 +1-74.6 +/-73.2 +/-71.4 +/-68.4 +/-65.5 +/-82.9 +/-60.9 y 65 +/-80.7 +/-77 +/-73.6 +1-72.2 +/-70.4 +1-67.3 +/-64.4 +/-62 67 +/-79 +/-75.3 +/-71.7 +/-70.2 +1-68.4 +1-65.2 +/-62.4 68-718 +1-77.3 +/-73.6 +/-70 +/-68.5 +/-66.6 +/-633 +/.61.1 73 +/-73.6 +/-70.2 +1-66.5 +/-64.8 +/-62.9 +/-60.5 77 +1-70 +1-66.5 +1-63.2 +1-61.9 78-3/4 +1-68.5 +1-64.8 +1-61.9 +/-60.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP-TU-I IP UIMENtilUN IN I Ht TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window Design Pressure (+/-, psf) for Glass Type 7 Long Side (in) fie-718 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 31 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 33 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +9D1-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 35 +901-130 +901-130 +90/-130 +90/-130 +90/_130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +9D/-130 37 +90/-130 +901-130 +90/-130 +901-130 +901-130 +9D/-130 +901-128.3 +gD/_125.4 +901-122.6 +901-120.1 +90/-118.1 +901-118.1 +90/-118.1 39 +90/-130 +901-130 +901-129.4 +901-127.5 +901-125.4 +90/-121.5 +901-118.1 +901-114.9 +901-112.5 +901-110.4 +901-108.6 +901-106.9 +901-106.3 41 +90/-130 +90I-128.3 +901-121.2 +901-118.9 +901-116.4 +901-113.6 +901-110.5 +901-107.2 +90/-103.9 +90/-101.3 +90/-99A +901-97.7 +901-97.1 43 +90/-129.3 +901-121.5 +901-115.8 +90/-113.8 +901-111.4 +90/-107.5 +901-104.2 +90/-100.6 +901-97 +90/.93.8 +901-92 +90/-90.9 +90/-90.5 45 +901-122.9 +90/-115.8 +90/-111.6 +90/-109.7 +901-107.3 +90/-102.B +901-98.7 +901-95 +90/-92.3 +90/-90.1 +/-87.9 +80/-85.9 +80/-85.4 47 +901-118 +901-112.7 +g0/-108.1 +90/-106.1 +901-103.5 +901-98.8 +90/-94.4 +90/-91.5 +/-89.1 +1-86.7 +801-84.4 +801-82.1 +80/-81.3 49 +90/-114.2 +go/-109.8 +90/-104.8 +90/-102.7 +90/-100 +901-95.3 +90/-91.8 +1-88.7 +/-86 +80/-83.5 +801-81 +/-78.7 +/-77.8 51 +901-110.9 +901-106.3 +90/-101.8 +901-99.6 +901-96.9 +901-92.7 +/-89.3 +l-66.2 +80/-83.2 +801-80.5 +1-77.9 +1_75.4 +1-74.5 m 53 +901-107.7 +901-102.9 +90/-98.7 +901-96.7 +901-94.1 +90/-90.4 +1-87 +80/-83.7 +801-80.6 +/-77.7 +/-74.9 +1-72.3 1 +/-71.4 0 55 +901-104.5 +901-99.6 +901-95.3 +901-93.7 +901-91.9 +1-88.3 +801-84.6 +80/-81.3 +/-78.1 +/_75.1 +/-72.2 +/-69.8 +/.69.1 y 57 +901-101.5 +901-96.4 +901-92.5 +90/-91 +1-89.3 +801-86.1 +801-62.4 +/-78.9 +/_75.6 +1_72.5 +1-69.9 +/-67.9 59 +901-98.5 +901-93.5 +/-90 +1-88.5 +801-86.8 +80/-83.6 +801-80.3 +/_76.7 +/-73.3 +/-70.3 +/-68.2 61 +90/-95.6 +90/-91.3 +/-87.7 +80/-86.2 +80/-84.3 +601-81 '+/-77.9 +/-74.5 +/-71 +/-68.7 63 +90/-92.2 +/-88.1 +801-84.3 +80/-82.7 +80/-80.7 +/.77.3 +/-74 +/-71 +1-68.8 65 +901-91.2 +1-87 +801-83.2 +80/-81.6 +/-79.6 +1.76.1 +1-72.8 +/-70 67 +/-89.3 +80/-85 +801-81 +1-79A +/_77.3 +/_73.7 +1-70.5 68-7/e +/-87.3 +801-83.2 +/-79.1 +1-77.4 +1_75.2 +/-71.6 +1-69 73 +80/-83.2 +/_79.4 +1-75.1 +1-73.2 +/-71 +/-68.4 7116" LAMINATED GLASS STACK' 3/16" ANNEALED GLASS -� EXTERIOR a GLAS: 1-1/16" NOM. GLASS STACK 3116" TEMPERED GLASS 7116" AIR SPACE EXTERIOR (I Vii 75-78 2, ,annc TABLE 7: Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Long Side, Tip to Tip (in) ' 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 31 33 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/430 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/,130 +90/-.130 +901-130 .+901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 35 37 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +g0/-130 +901-130 +901-130 -+90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 39 +901-130 +9D/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 41 +901-130 +90/-130 +901-130 +90/-130 +91)1-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +801-110 43 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +80/-110 +801-110 5 45 +901-130 +90/-130 +901-130 +g0/-13D +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +801-110 +801-110 +80/-110 +80/-110 47 +901-130 +90/-130 +90%130 +90%130 +90%130 +90/-130 +901-130 +90_130 +90/-130 +90%130 +80/-110 +80/-110 +801-110 +60/-110 +80/-110 49 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 0 n F 51 53 +90/-130 +90/-130 +90/-130 +901-13D +90/-130 +90/-130 +90/-130 +90l-130 +90l-130 +901-130 +901-130 +90/-130 +90/-130 +88.81-128.1 +89.4/-128. +80%11p +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 55 +901-130 +g01-130 +901-130 +90/-130 +90/-130 +88.81-128.1 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 N 57 +90/-130 +90I-130 +90/-130 +g0/-130 +89.4/-129 +80/-110 +80/-110 +g0/-110 +80/-110 +80/-110 +60/-110 +801-110 0 59 +9D/-130 +90/-130 +90l-130 +89.5/-129.1 +80/-11p +60/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 y 61 +901-130 +901-130 +89.6/-129. +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 63 +901-130 +90/-130 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 65 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 67 +90/-130 +801-110 +801-110 1 +80/-110 +801-110 +801-110 +801-110 68-7/8 +90/-130 +80/-110 +801-110 +80- +80/-110 +80(-110 +801-110 73 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 77 +80/-110 +801-110 +80/-110 1 +80/-110 78-3/a +80/-110 +80%110 +80/-110 1 +80/-110 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINUUVIIS, sUb I RAU 1 1 rmum T ne i it-T u-i it uiMEASiGN uv THE Ir DL= w W. l _..,.,,._ ,,,_ ..,,....... 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS T 1-1/16" NOM. GLASS STACK I I LAMINATED L� GLASS STACK GLASS 3/16" HEAT STRENGTHENED GLASS .090" SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS T 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT SIDE 11 I � 5 5/8" 5/B" GLASS BITE GLASS BITE EXTERIOR It u^ U T EXTERIOR .-. .-. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE INSTALLATION DISTANCE DISTANCE PER SUBSTRATE, TYPE C SEE TABLE 8, THIS SHEET EMBEDMENT J j j EMBEDMENT T (� 1/4" MAX SHIM SE TYPE, EMBEDMENT AND TY EDGE DISTANCEPER SUBSTRATE, EDGE •n SEE TABLE 8, THIS SHEET 6 DISTANCE �1/4"MAX 1 SHIM SHIM ° EXTERIOR a VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-3/4" USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. I CONCRETE/CMU PERANCHOR REQUIREMENT INSTALLATION METHOD D 114" MAX. SHIM 9 EXTERIOR a STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET �1/4" MAX SHIM EXTERIOR VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH — TIP -TO -TIP WINDOW WIDTH - HORIZONTAL SECTION / TAR[ F A• Anchor Substrate #12 or #14 410 SS Screw Southern Pine ISG Aluminum 6063-T5 A36 Steel Steel Stud - `33 I #12 or #14 Steel Screw (G5) Southern Pt.. _J6; Aluminum 6063-T5 A36 Steel Steel Stud Gr. 33 I 1/4" 410 SS CreteFlex Un routed CMU, ASTI Concrete (min. 3.3E 1/4" Steel Ultracon Concrete min.2.85 Concrete min. 2.85 Un routed CMU ASTf 5/16" Steal Ultracon Concrete min. 3.5 Grouted CMU(ASTM ` MIN. OF 3 THREADS BEYOND THE METAL SUBS I W "UNGROUTED CMU" VALUES MAY BE USED FOR GR ALL HEAD TYPES APPLICABLE. 1X WOOD BUCKSTRIP, CCC Mnl a I T.I. CUaC INSTALLATION NOTES: L� EDGE 2X WOOD BUCKSTRIP I DISTANCE OR FRAMING, SEE I NOTE 2, THIS SHEET — INSTALLATION TYPE E ILA - EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4" TYP. ANCHOR TYPE, AND EDGE _EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHEET EMBEDMENT EDGE DISTANCE �1/4" MAX 91 SHIM T T USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX.` CONCRETE/CMU PERANCHOR REQUIREMENT INSTALLATION TYPE H 7 INSTALLATION 1/4" MAX. SHIM EXTERIOR a STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET �1/4" MAX SHIM 1X WOOD BUCKSTRIP, CCC klnT O TWIC QW=C INSTALLATION NOTES: SEI TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE 9, THIS SHEET EXTERIOR 4 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH — HORIZONTAL SECTION I TABLE 9: Anchor Substrat #12 or #14 410 SS Screw Southern Pine Aluminum 60G A36 Ste Steel Stud Gr. #12 or #14 Steel Screw (G5) Southern Pine I Alumirt-BOC jste Steel,::: Gr. 1/4" 410 SS CreteFlex Un routed CMU, / Concrete (min. 1/4" Steel Ultracon Concrete rrmn. Concrete min. Un routed CMU I 5/16" Steel Ultracon Concrete min. Grouted CMU A. "MIN. OF 3 THREADS BEYOND THE METAL SUB: "UNGROUTED CMU" VALUES MAY BE USED FOR ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTANI EDGE DISTANCE LIMITS. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET -+I EMBEDMENT INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" 2X WOOD BUCKSTRIP INSTALLATION OR FRAMING, SEE TYPE J NOTE 2, THIS SHEET EDGE I DISTANCE 114" MAX EDGE I SHIM DISTANCE O 2X WOOD SUCKSTRIP OR FRAMING, SEE I j NOTE 2, THIS SHEET FIN FRAMES ARE ONLY TO WITH GLASS TYPES IA INTERLAYER), NOT TO BE U GLASS TYPES 5-8, (SG INTE TYP. ANCHORTABLE 10, THIS SHEET EMBEDMENT, 1/4 MAX EDGE DISTANCE PER SUBSTRAT 3 SHIM B SEE TABLE 10, THIS SHEET EMBEDMENT USED FOR ALL SIDES OF ARCHITECTURAL L I SHAPES @ 11-7/8" O.C. MAX. 4 VISIBLE LIGHT WIDTH = INSTALLATION WINDOW BUCK WIDTH - 2-314" TYPE L WINDOW BUCK WIDTH — EXTERIOR 114" a MAX. HORIZONTAL SECTION E + SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET r1/4" MAX SHIM TART F ln• Anchor 2-1/2" x .113" Box Nail Southe 2-1/2" x .131" Common Nail Southe 2-1/2"x.145" Roofin-q Nail Southe #10 x 1" Steel Screw (G5)` Southe 0.093" Alt 11 0.045" 18 MIN. OF 3 THREADS BEYOND THE METAL SUBS INSTAI I ATION INSTALLATION NOTES: 1 I IRF ONI Y ANCHORS I IRTFn nN THIS RHFFT FOI 1 nW EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET {EMBEDMENT )1] i —L1/4" MAX SHIM USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" O.C. MAX. I EXTERIOR a INSTALLATION TYPE O INSTALLATION TYPE M 1/4" MAX. SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET �1/4" MAX SHIM INSTALLATION EMBEDMENT 1/4"MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). - 1X WOOD BUCI NOTE 2, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET ,-,-U4 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TARI F 11• Anchor Substrate #12 or #14 410 SS Screw Southern Pine SG=Oy AUum num 6063-T5 min. A36 Steel Steel Stud Gr. 33 min. #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 Aluminum 6063-T5 min. A36 Steel Steel Stud Gr. 33 min. 1/4" 410 SS CreteFlex Un routed CMU, ASTM G90 Concrete (min. 3.35 ksi) 1/4" Steel Ultracon Concrete min. 2.85 ksi Concrete min. 2.85 ksi Un routed CMU, (ASTM G90 5/16" Steel Ultracon Concrete min. 3.5 ksi Grouted CMU ASTM G90 • MIN OF 3 THRFADR RFYr1Nn THE MFTAI RI IRRTRATF Tens c 41- I #m PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063TS 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover for Curves Rigid PVC 8 4267 7116' Lami. Glass Beading for Curies Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum.6063-T5 10 70589C Gasket (at 900 comer joints) Polyethylene 11 TP247/8 jVinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K I Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X114FP #5 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PDX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXP 77 Quanex Duraseal Spacer 78 1 ICardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90"CORNER FRAME ASSEMBLY � �A 2.784" 2.784" — .094" ---Ilf I .074" r .062" 1.875" 1 11 .438" 1.000"— - II OFLANGE FRAME I�LIgI-�— .346" .875" I Ilr— .050" O1- 1/16" I.G. GLASS BEADING .9���70" ��jjy�JJ�— .875" ll T 1111� .050" I4 4�7/16" LAMI GLASS BEADING STRUCTURAL POLYISO- DESICCANT EXT. ANGLED/CURVED FRAME ASSEMBLY KODISPACE 75 4SG TPS NOM. .osa" �-II--- .074" 1.375" 500" .438" EQUAL -LEG FRAh HOT -MELT BUTYL 1 37: .050� 6a INSTALLATION FASTENER COVER ALUMII REINFORCEM NOM. STRUCTURAL BUTYL& SILICONE DESICCANT FOAM WITH FOAN DESICCANT EXT. GLASS EXT. GLASS GLASS INT. GLASS SUPER SPACER® 76 NXT n ASSE FOR 90"CORNER FRAME ASSEMBLY SCANNED BY - M1AMI MADE St. Lucie County MI - MIA -DARE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .minmidade-uovleennn.v PGT Industries, Inc. V 1 L L V U P Y 1070 Technology Drive North Venice, FL 34275 ( SCOPE: E 2HMf l (Q v ` 1 2._ 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall*not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "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, modeUseries, 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 alter 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. NOA No.17-0630.01 MU1Mr-0ADE eouNTY 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 08/29/11, 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 Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of 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 5n' Edition (2014) and with FBC 6t, Edition (2017), prepared by manufacturer, dated 08/29117, 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-51 Edition (2014) and FBC-6t° 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 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGUNE is MULTIPLE MULLIONS fiEEoefMb A ; 6XE£TBET92M 1 A�ILIL xORIT I-- M10. L �6es oErMts AgGH: 9HFEIBN IEUBm xwrmnru MLLL lENO1N ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MNGYnOIN� �NOR2 MILLLENIiR1—I —I U� r r r XBGxf y FOR y OIRI�GM LENKITI r / XOM r / L / LI SINGLEMULLION SINGLE MULLION '18EE CORRESPoNOWOOETAL6 MULTIPLE MULLIONS `- FROMFIDUREIAROML CODESISTANDARDSUSED: F214M LORIA BUMWG CODE (FBC).2 EDITIONWRIDA BUODWG CODE (FBq. STH EDITIONAF&PA NOS-2016 FOR W WO CONSTRUCRONINUM DESIGN MANUAL.ADMd010 100-12 3 10 FORTHE BUCKS IF USED. SHALL INTHISANCHOREVALUATION.THE IALOAD DURATION -- -- --- --- 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THERESPONSISILITY OF OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLYTNOAOJACENT FENESTRATION PRODUCTSTO DETERMINEPRESSURESAND ANCHORAGE FORTHE COMMON MULLION. SEE EXAMPLES ON THIS 6HEETAND SHEET2A FOR MULTIPLE UNITS, CONSIDER ONLYTWO ADJACENT UNITSATA TIME WHEN USING THEDESIGN PRE53UREAND ANCHORAGETABLES. WE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NENT SIZE SHOWN ON THE TABLE(S), ...... W001) BUCKS BYOWERS. MUST 8) REFERENCE TEST REPORTS: PTL-6 X ELCO ULWACONIAGGREGATORNOA'S B) MULLIONS AND CLIPS NAVE BEEN DESIGNED & TESTEDTO COMPLY W RH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND AREAPPROVED FOR IMPACTAND NON -IMPACT APPLICATIONS. MULLWNSARE ONLYTO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS RATING CURRENT APPROVALS 10) MULLIONS ARE IN COMPLIANCE FOR USE W WE 11) GUANTTY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT WE SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE,,, EME SOF THIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS¢P) FOR THE OPENING USING THE ASCET STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFERTO SHEET 25TO DETERMINE IF THE WINDLOADINGIS-RECTANGULAR'ORT IANGULA R EZOIDW. 4)FINOTHECHOSENMUUJM'S MULLION CAPACITYR §UA FROM TABLES 1ATHROUGH 16A, ON SHEETS STHROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING F THE MULLION IS SPANNWG VERTICALLY OR HORRONTALLY). THE MIA I ION CPPACRY(LBSIFP) OBTANED SHALL MEET OR EXCEED THE DESIGN PRESSURE REOUIREMEM RESIFP) FORTHEOPENINOOBTAINED STEP I). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VAWE W THE NEVI COLUMN ANCHOR CAPACITY REQUIRED (CBS). THIS VALUE REPRESENTSTHE W WDLOAD TRANSFERRED TO THE SUBSTRATE BY THEANCHORS AND MUST BE METTOATTAIN THE.._. -WON CAPACITY. 6) FROM THEMOOR CAPAUMURS) TABLE ONTHE SAME SHEET AND USING YOUR ACTIIALSLBSTRATE CONDITION ( MULTIPLE ANCHOMUBSTRATVMCHOR-CLIP PATTERN MAVAPPLY) SEI.ECTAN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY 15 MET.' r ESIGNE AEIFORTHS IF MMI II 1 ION CAPACITYL,S+ M DUNNED IN WE TABLE 13MMOSSURDrAPm REQUIRED. WITH THIS B) VERIFY THE DESIGN PRESSURE RATING (LBSM FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY ILOSIFPI OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIREMULLED FENESTRATION PRODUCT ASSEMBLY. B) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED Rn....1yIng wlln Ina M Ma Nolw�o 17-0630.01 A. N.. 58705 IN IS DETAIL B: Mw.lGx DETAIL A: Wn]1oH MULLION ATTACHED TO IX nu Tre.ANcxoa �x MULLION TO 2X WOOD BUCK FERsussTPATe OR WOOD FRAMING WOOD BUCK AND MASONRY ATTAGIMEM BEESEGTAetE6+6130 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) sEEN0iE 1� N Z 5 O N mGE yWW D 2 I I 31.9 F(MMUE G CMOtETE 0RC61G'•'��• hMT... t+EETIBIEE ✓. J Ml FIIIIERiHE I I FCGTKK{9 16130 y 61MVBPAO F e o •I FCEEMSTNiCE 2 2 CFF92tYML a EWE FplwSolAY F LsraxcE (/ M'MpH9 g m Q LU 116TWBY A , II SNEYA L e.e. • e I SIDE VIEW J O m �. TNs6E'IHOM ]m•w FM e. 2 MIRMMI3 EM1 HE e ff. '2 N i .e p, OFFSETMIILL n • EXTERIOR _ Irv0iN1ED BY Q y Z r. EC E a° a Ommm a FZ- � 2 FOR Q W W1 Orn • � a a bN6 . m yZ N 10 TI@OFFEBTMID I9 AWMOnE 6 O) 900 •/� • AECOMAOmm FW N 8 lj e e FMFMMEC o W Q Y EXTERIOR . M+'�Ws•_�M^r � T1P.ANCNCa NUITU6]MTF. 6EE TPHLE9 t41]0 B3mp A0 ATIACNMEYi 9YCTHEP9. EX8 McM' �, sEEaME t, WN2.7a IG MtMMCW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BABE MATERIN. SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) OUANTRY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE ME TLY ON THE ANCHOR TO ANCHOR DISTANCE, ME CORRECT QUANTITY ANCHOR LOCATION OF ANCHACITY IS ORS MED UST E FOLLOWED. REFER TO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS hD. EITHER THE STANDARD OR OFFSET OLB' MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HPXIEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL. SEE DETM C, SHEET 3. 5) FORMASGNRYAPPl1CATONISW .-DADSCOUNTY. USE ONLYMWMFDADE COUND'APPROVED ELCO ULTPACON OR ELCO 1!4' S.S. AGGREGATORMASONRYANCHORS. PRODUCT REVISED pl InB nIN Nn R da "DA_ o Eedo 17 0630.01 NOA-No. E piF26on o2to OS26/2621 O�.........p � S;'U10ENs�� N.. 58705 p0T 9YATE 4 A.SAM LLER, P.E. FL P.E.# 58705 DETAIL E:E § —I Axs•mix. MULUORTO MULLION g DETAIL C: INTERSECTION NOTES' C 1§ MULLION DIRECTLYATTACHED TO AnaUO1 (U-CLIP) 1) MAY BE INSTALLED IN TEE' OR 'CROSS' Y MASONRY STRUCTURE INTERSECTIONS i (STANDARD CLIP SHOWN) y IEy2) MAY �z (SHOWN) INSTALLEAJ.LY NTAILY ' I (SHOWN) ORVERTICALLY. i a�FAsu6sRA1E, 3) SEE U�CLIP DRAWINGS, SHEETS V.n C U µp�yp I sEB iPHlE9t&t]9 FOR CORRESPONDING MULLION. O N mpp F. 3 U DW6 ANLL _ Tel._ TOP VI —HLIM � o = WN2i N61CIX1CFEIECR Q.tII mM3.l N61LLNCNEIEPYCMI t61]S FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALLORESSING OR STUCCO. 3) QUANTITYOFANCHORS AND MULLION SUE SHOWN ASOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE T-IEANCHOR CAPACITY IS BASED PARRY ON THEANOHORTOANWOR DISTANCE, THE CORRECT OUAYIDYAND LOCATION OFANCHORS MUST BE FOLLOWED. REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILShD, EITHERTHE STANDARD OROFFSET CUP MAY BE IISm. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEKHEAD OR FLATHEAD. i) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 51 FOR MASONRY APPLICATIONS W MNMI-DARE COUNTY, USE ONLY MIAMFOADE COUNTY APPROVED UCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRYANCHORS. EXTERIOR 9FP6X3'IS YI0 FRONT VIEWE6 I 14t]B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHE iW.AHOIWI A ``�pfR81189ifNlE. 9EETAS1E91&1]B Fqi 51EFL 9NO6 iHIMIEP TUvV FRONTVIEW cmeµ°Attwaom oB�aRn uNeTuseo ATTAOMEMSYORIERS EXTERIOR USE WDWAxfl1DR 69EFS NOTES 1) FOR 3X WOOO-BACKED BTEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 3) SEE CORRESPONDING MULLION TABLES. SHEETS 630, FOR OVANTIW OF SCREWS. SIDE VIEW- PRODUCT REVISED a ccmpl IRB with the Plariaa 6 Ila1RB �oae NOA-Nw 17-0630.01 *.f No. 58705 aB DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-0LIP) (ANGLE CLIP) (ANGLE0 e 3 6EEOETAiIBAA $XE6I9:ANa6 FOR wnnuAnrn+ TOSPEGIFIO6IRHIPAIES O O O O SIDE VIEW 6HONN=H 1'X 4'.X.126•. MUWON /f .EXTERIOR WO w000.61EE µVN.CM110R WdON NOTES FOR INSTALLATION OPTXINS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28•X 2.1T X.125' MU-UON. 2) SBE TABLES I&138 FOR ANCHOR OUAN IT ES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THEW CUP IS NOT SUITABLE FOR THIS APPUCATION. E:lE] TOP VIEW S ` \V H ow0aq sTeEtulnn EXTERIOR oR MAsoxln EXIFNM ` PRODUCT REVISED one PRODUCT 111EDolitla BOB".B DPaa NOR -No. 117.0830.01 GPlmflon Dale 0512612021 i BY MIOm1- PIa YCf ee le op NOTES MR INSTALLATION OPTION Od R LLIPS MGSTBE INSERTED MULLION. z aGN• ..• `` ........... „ P;' P '•,�% i)USE2ANGLE CLIPS PERMUILON END. 2)DETAILG:SEETABLES I0-146FORANCHOROUA MESANO SHEET521-23FORHOLE S.- �.: No. 58705 - :*_ LOCATIONS. n 3)DETAIL H: SEE TABLES 1500R 15B FORANCHOROUANTITIES AND SHEET FOR HOLE ® V /I••]'1 = :AO�:. ATE FT •• �` LOCATIONS. t A LW FL TABLE lA Can az Teble OOmin9 WMW (brlalk TryP°Inlpmulbm) eROpenN9 He1gM(ImhoIlIDlOeFFap]m'IO mBSub Wb BON TBN BBin 90N No to '"InUBM IWN TPPrBrpPenwPB/ 4UFMVa TrRIE1F RTe.P?Bmm. RN.•^ONor TrWItlNV ROBn3IaW10- t!lNRwaAN IoeFe Iowirg 9Bedno 11]]4SM1I Wunang"nod. leM', o0 m, aw B]MeeuW 41]1Bn]1 1%2X.125 1v 0 1 TIM 11, "1.0 Iq1ffiB W]0 W1 IB] . 1106 ] 0tln 4W IWb w e40 I IN iWb 319 XB IBB 1G.0 ]8 U0WW B ]0 1q.0 NO SO IN Id No 0 ]R ]1 ]12W1 1A 41A 312 BIJ 20 1].8 8IR10] RRU ]B1].ow ]13 WL 2" }B 3/3 B.0 3M 11 il] 80 30 71A30NF ]1] SB Y X B q.0 2]9 ]A 1 0 tBl 1 W] 1E] 60 t BBb ]T 247W41W Rd 20 0.11W30 U ]B.t lq te bl 80 Iq 1BA ONiglio NWNF 31 59M! QA NT 4A no L, .2 q1 t] RW S0 197 70P W } eWe AO U ] ]2 S WF X1 IBI B1p 1X W.0 181 'd}8 IBI 1}9 14. A.] 1B1 N.B 118 18.1 1q 3dA 1U 1flB IH ]IA IN Wry 3BA 1q %A 14] 34.a ICf 'Al Iq ble No2A1 18B IB.a Iq 21.0 IM qF SI iq YS] 1M . IW 75 It]' Tea 1]B 1RA 11B 10N 1a.0 ti9 1BR Iq 7.3 Ifl Mb Iq RF 11A f10 182 1W ----...----- .mrannla TABLE IS AncORrG ac Zak Coro TaFM Fs sobwl0 2rklbrclMr ll6oeuuu vl•ss Ewe a+Y F9cB MN4W IN•es Boa vr`Mwf nsmen nzecx IXw Halal pmBarTyTe a1Y ROVM"/ yr Euolmreem vls Bsewroon W. Fneumnm ABBI^�aI IMO,n AROIaBgyr BervrWN sue.lBs]eL+«(cBl AncnerCUPPBnOme MPWW PI? Y iIK T 4U' B$1• 4]N' E4}Wmco(o 1' bl? 1' Id? ].11T 1• I-1? i1/P 1-IN' T 132 13H' 'nAlf En,BMIW 01, 13'{' IS•{' W{' 1+1{• T 1-VP .f.1/P I.VI' 1�If4' ]il WIb BIBb H10f M3Pr SPLb Ia61un OA]Sn P.0./BwaaV mf66Y MP0111] ]q1A 1qb E- Iw 1BI4 ba 90b NBa^ ]Nb f-im WA A WA WA BB]Ib qab l+lBb 4ArcMgl.V autn.G /BnMNImO®eIa PP FR 2% {Wb TWb WA WA WA WA ]Was WA WA W 1W21b Wtb WB6o 1VBb 4Almhn®TMn O.G/012lSAWb WP/64 ]Y IW E! 100b eW Be 1SW Iw IE9Bba NBb Bwaa WA MBaa 1Mb WA SAmed!®BAYNF.4G/I]G0.1 IVA U]b 1ryb 221b Wcb AIW/IFLJ1llP. ]Y 1WP! IOSon Ybon44aon 'Wl ae 1]]b Moo Ilrb ]]Bb tglb Sa21N ]f10f U3W Wcb ]Arown I,1]'MF.O.C/FUPIN eF IWb ]Wb WA WA WA WA 190B+ WA WA WA WA WA I NOTE FOR TRt ousel wr, use USE N Z O N 9 N� O 6 J � W o0 j 0 2 � H W LJ N R X y HOR TOM r u 2 PRODUCT n REVISED lding as complYleae«IIh Ma Flrnea Noa-Nc. 17A030.01 Expiation PatBOG)2G/2021 By IN Pleaac n FIGURE I: FIGURE2: TABLENOTES: 1)SEE SHEETI FOR WSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SNEET52-4 FORGENERAL INSTALLATION METHODS. —j 1.000' r^ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWASLE FIGURES: 3) MOLLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FDREXAa DNENSIONS, SEESHEETS 214G. HOLES TO BE DRILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRCTIONS SHOWN ON SHEETS 21-21 2.00w • e • FIGURES SHOW SUGGESTED, APPROANIATE HOLE LOCATIONS, J , ANGLE CLIP MUST BEUSEO PN PAIRS. 4) SUBSTRATES: CONCRaE SHALL OONFORM TO A l Wl SPECIFICATIONS. HOLLOW AND GMUT FILLED .1w r AAA'N ... '� ; •' uCENaF ., CONCRETEBLOCKUNR(CMU)SHALLWNFORMTDASTMOSO.WOODSHALLSEPRESSURE-TREATED OFU25• �• NB. FIGiATEk jI�I FlGURE6: FIGURE B: Y OWSOUTHERNPINEWRHANSGOFO.SS.aUMINUMSHALLSEMOT6ANDBEAMINIMUM THICK STEELSTUDS TO BE A MINIMUM GRADE 33AND.00.5'THICK(1B GAUGE). STRUCTURAL STEELTO BE AT WYBEHALLEMENy. OR41BT35CREW THRFiTO9 BEYOND LFAST,I2STHICKANw WOOD MAV BE6TEEL iBB SB.OR61065. 1'%TX.125NULUWI 58]05 *:� '. —9 6 ��---II ANCLLRS INTOSOOD THEMATERW.. B706Y12 ANCHOR9INTO %AO,�. STATE F(T'(a�: ra TABLE PA 1 i2 a]TB e OPenInO WIEM(fBTveNWPlspertinp Nu6pn Ce ec Ta01a mMIBIH)or eMt Openln3 Nel2h1(brFAnmkaBY4paMIg ImBW we we H.e I2r iWN a aW M/ M` IW TngiM1iN b+fi0 1M.o BO wa Jw eno 3Y 61.a 31a PUDam)wm RoeluiW> beBMn r97 "mm InMF9 1ea9 Ar NOM PeN w l Ong Me ffi3 T+R)nmq. Im9nB 10B0 en MISS, ReeWutr IVBIV Be.) Wx we !01 nl 659 TM181 n InaIIM i®a HI Wa See wN RalanWu Lm0lN lu'STSna. lm0 tmB lue wJ ®P 61.I Ine W.0 a0 EB gqy a! NB am a]i arB ]!x Zw tW tTr Iw Ra[1eR+let §g'I.wBtrog tH.d IM.1 wl m.z ll.o MO AO ape i9 EB wm �g sm w) Iw <w RI x9l x® a24 92 1W TndrMW Lmtlgwg tmB Imz W9 we Br.! A42 R6 'e13 3IR PA1 m Ito 3)I ]A 3m xN W9 IH Im Iw PeNenwly tavfeB tmr a. )A1 HA MB JBA 3fa 3B) 3I.e 1w min B9 5W 1u9 NJ 4 iBC 3w E! x@ 1W in I�trSge' nao taer Ws Er e1.3 YB W.9 EI 99 EO g� W9 183 ml SI) 3w Ml EI 1w 1N 1w PetlNpNY LwHre n3.B m1 N.s .4 ffiB IlB 38x E6 T2 1r.T 00M ® !N CA IW 3N Rt Sffi '6 '� IW IUVINIY Lm^B§ge Iwa 102e eA0 W.a IeB 18a 361 P66 31.a 18r d He aee !w 31e iw Yfr xta IW 19I Iw Pemll IMat, ime we fi1.0 !)s Se.6 EB W.0 x0.0 tTe 1S) We 6'e wl '6Y KO 3N WI SB 3i! ]W 1P! m9B w.e 'B1.a w.a .0 Sr.1 J1.B Es 1Px 161 HT PP 3a] w ]W 'A1 31! IW I&] IW 1ma ive twr 054 02D w0 NO Ra MO See ®1 W! e.'8 IW WI 1W 'dID W9 �i IW c, aN Gem ww9m Nm wm wh . wN mM mel IBM sn) ux wr AH W.a eaB eb 9'2 a41 J).o 90r Ise WB w.o !eB BA wo Yd age dC6 eve !v ws Iw ele Ju 98r aW e10 M3 aI.I 'ffiB wl t00 ua lA3 JN NI 'Ha xb 9II IW A2U 3!9 3SaI0.B ]53 mx EB EI ISI xY 311 1B0 tw EI 19.6 190 x91 x66 TJ3 9Je 260 'd1.3 90 af0 1P 193 18r 119 TN 3W E9 a31 W.r 19.B Me 3w im 1flS Ile 11.D 9H 2BB WB n4 W.r 186 M- xW Im 12e 3W 1er Iw toP >m 1fl0 lY Be 302 ISB 15B Iee 19 118 1W tB2 1w t0.1 IW Ma lw B.e IW t33 le0 WM 1., IN 110 1A ml IN tat tm wee IB9 I27 11e m ANCHOR CAPACITY ADJU9 AS.N.'Culp PB6ame SIb9N6. 2h fusaery a3kfglp. XOHw GYF VI'SS Ebe 51PEIco VI'09 EYo HO ekA Hx81etl H]61etl vPOce ueam BUCEim YIe•ELy IR®n 1N'Elce Ulamm yP.Cwta Ulamen n0ve(+mr 6em+1e91 seluw 9e0.Iw ,yletarypr. an6•Eko lmmml IaM� 1N' Z OpC O.N' 0.]N EOA Whncew 1' ?V! _.... .t' 3-tli .�... ...v 11T f I• ?IR 4fM LIN• I• 91? I-0/P 1dN• 1-t/P 41N' T 13/T UST uMa PRODUCT REVISED as pl ing Wlth the ilptltla BuIlY1eB `•etla NOA-No. 17-DG30.01 FIGUREI: FIGURE2 ® TABLE NOTES' I)SEESHEET1FORINSTRUCTIONS ON USING THE TABLES AND SHEET29 FOR INFORMATION CN LOADING. "1 t000' (- SEE 6HEETS 2A FOR GENERAL INSTAUATION METHODS BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 2) LINEAR INTERPOLATION Ia111I FlGUREB 3)MULUON ANO MULLION CLIPSSHOWN ARE NOTTOSCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21.21 RESTRIOTIDN5 SHOWN ON SHEETS 21-7J. zw I `J.ON HM.TOBEDRILLFDIN THEFIELDFOLLOWNGDIMENSIONAL FIGURES SHOW SUGGESTED• APPROXIMATE HOLE LOCATIONS. L :'`tOENSF' Pam; ANGLE GLIP MUST BE USEOWPAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORMTOADI3019PECIFIGTX]NS. HOLLOW AND OROVT-FILLED BLOCK UNIT(CMU) SHALL, FI M70 A9TM G9D. WOODSHALLBE PRESSURETREATED 3)5' '� NO.5BT05 :*: , FIGURE 4: FIGURES: FIGURES: CONCRETE YELLOW SOUTHERN PINE WITH MSG OF0.55. ALUMINUM SHPLLSEPI>gMTS AIJD BEAMNIMUM OF.I2S STEEL STUDS TO BE AMNIMUM GRADE 33AND.a4V THICK(IB GAUGE). STRUCTURAL STEEL TOSEAT 1'%3'%AT5 MUWON - H--I� j� • THICK LFABT.t21•THICKA6912 ALLANCHORS INTOINTO METALSHALLElTBSS-TLEAST 33CREW THPFADSBEYOND THST.12WNL AK AND 6. ALL SINTO WOOD MAYS SHALL.,,GNTI. LEAS S.5. '� s'•.!20RIOP• 'a/S!ONAI- E TABLE 3A MAMon Ca B TACIu HeIpIII IPdTAe6A@jBpDVlllg ^^¢ 6% Do lY TIO SR Sm UI IOI YB S31 al T1) rtIOIOR) fmmge Ilai n>v BTB B0.B YA !4e N1 ]IA 3o' me I]A f1A Do lYl nv IPA BT 'RS 6Y YI 61O III NS iif 11l taws• Rh YF Yh Yh J T!h Rp mF alb WF Opemg WMm (forSeNmty.BReDtIO AAA1%D) orOpminS i141.1n 1%.B f0a0 Ye YA W ItA ]lI OOF YB On 610 I1' YC ; mprrnw. Imo tmA IRO 1R0 151} IRA nll W R9 nD ISI y! an SN H] Bn YS !10 Sa W UO bl '60 TIl R.[m" tmA 110.0 IRO 161.] IITB 1%.B Y.] YA nA W.5 N.e Tgr YN or rIl e30 BY m} TSt a YI %A ASI W IIr gl ripmmN. IooOq11, tra6 tm0 ImO 1m0 +HA 111A Yl T).0 m.T 6.4 ]BA gJ sm !01 BH 691 Yf Y) !n W B9! a3 '!N mT. 1rm 1T0D Inc nB1 1YB n.0 >Si W Ue I0.B TSB Tm TON �1 en 03 f. e% mB 6Y III? 10 UB NS ]a in beam' InA Im0 1]OD IBU Hfl0 HD n0 N] N.1 YJ ]I.6 ]a0 eY %0 YI ]H YB bl NS IR SIS NB a0 HO meow. 1mA Im0 11ae 1Rv W iB3 Y] 6t. IlI Ia1 181 ]1.! B]F B9 Lv IW3 W} m! Y0 en n0 UB 13! ]a TY L tm.B Im0 ImoTA 19.I, 1Ol] BOI a.l nA I60 KT 36J 211 s1e YI 7A 6% q! I% 1. BR XO a0 TU m06eN� va0 tsv Na3 1H.5 T61 81.1 Se.B ISI 3I0 ]B] 11B +S1 YF the 9a 10II 9 }b 6Y Bn 010 Ue NS Sa TBT mLoedry vnB TiOA ImO 1110 NA BSO )1.3 n] UA Y8 )a) v08 WI m ]Il NI Y] YI Ie8 UI fR T1 al HO meenBJ Im.A tm InA [66 R! %D 63.0 MB H.l F mB 1T.] 108b tHA nA 1%1 %) lA w 310 NB U! >a Tn +Ra +me 1R0 NI.I BSI TB.F 6}.B YD Im BIl ]].T IB] �v mB na0 IRO INO %d RB MA U.B n.) Y.I 21.0 1fl9 er YO ]Y m9 !TI 621 Im In BY ]U ID) TL w 1a.6 na W 68.1 mI YA AD IDJ lI.I RI f1.B mm T IrOD 11a0 %.e RB 6L) N.1 YO BSB IB.> a 5% TY 3}I Ill ]SB 3)9 ]!B 1Am uu RI N.1 ]St i0.0 ELT HOF I]m IYl 6N 6Y 61A IY Imo 1R0HF V. 6Lr N.] n.T nl YI OI bJ 350 1RI fYT WrYh m! 6n 310 ISI I. SO 1YN T13 a1 Ttl ID6 m3 TYl mB 201 it] Ta IeA T 11.1 lI0 In tllb R] %! a.T IH IIJ a! f0.1 1% ISD %5 IBe IY na 1H nA IeTI I Cary excxaR CAFAcR7 ADms ----- 4n W..1I15 Co. a SN W¢ Iblee WV f9.]WI FT ympa Arsly ='+P Eko Y05[w VC EYn Vhxm pla•o-o nRm p1CFtemva'm +p'Eko Vdam vI'el Fx3 AoveOeA vtrtu0 4o-xm yr BSEA AmeGM nAlat Sue. WA AneOOr CBP PECImS f' 2-IR 11IC t' ?I? t' 2-VL S Stro' S aW EIP pldmlm I' bV! Ayl• T IAI<' I -VI• 1.+N• f-W' BIM I.VY - T MW ETmdnW lyp lyl• Syy iWWRAE riaWmm ]rIYiBII mAIm NIAYTmAIm NliWB]AAm .oleee D ffDFIbB.. .®RWNIAAmm wteWvWBAAm qBWWAAvm bam 4.N Al.,NFa418Wm0Mm"... mNIrWBIeImH t A® PIUSAeIoYprP IYS%WWAAbm 61YIn0b1Ab A WA WA A TNCBl..bn'2'IANMMn. amn. AYk NBC NHMn FFdLBLBPl Ile. tB BImInm WA WA Bllm mO..G®II1a.16Nry'.IYPo pIefIJMi _ T%bWAmm _ W%NO'Amb e eTANnGn(I fJ IP A AtoWA F NOTE FOR THE CFF Iu P. vac lrm-w .•.. FIGURE I: FIGURE2 FIGURES ANGLE CUP MUST BE USED N pxRs. FIGURE4: FIGURES FIGURES m ienl ml te" %131m Yeem Y'Ie F9 mi. aM' GSA' 1.1P U6m YBm I%im "INm Ylim 11RA WA )+000 nllm m0 of aNlm seem CIRCLED VALUES ARE USED IN THE FRAM .�...• •.•._-. __. THE TABLE NOTES: 1AOT r "SE S8n'FORINSTRUCTIONSONUSWGTHETABLESANOSH✓ T2.SFORWFORMATIONONLOADINa SEE SNFET52<Nft GENERAL W9TAUATIDN METHODS. 2) LINEAR IMFRPCIATION BETWEEN MULL IENGTHSANIXOROPENWG WIDTHS ISALLOWAB)E. 3) MUWON AND NULUON CL�S SXDWN ARE NOTTD SCALE FOR FXACT ONENSKINS, SEE 6HEET921-23 2� HOLFS TO BEORML' T THE FIF10 FOLLOWMG OWENSIONAL RESTRICTION59HOWN ON BHEET921-23 FIGURES SHOW 9UOGE6TED, APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: WOCRETESHALLCONFOTVATOAO3015PECInGA S.ROLO MOGROUT-FlLLED 370 CONCRETEBLOC.UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SX BE PRESSURE -TREATED YELLOW 9000IERN PINE WNX AN SG OF O.05. ALUMINUM SHALLBE 6063T6 AND BEAMINIMUM OF.12S THICK STEEL STUDS TO BEA MINIMUM GRADEW AND.04S THICK(18 GAUGE). sTmICTURALSTEELTO BEAT I'X2.TSx.TSMULLON LEAST.125'T,IMANO AS, ALLANCHORS INTO METAL SWILL EXTENDAT fEA 3 SCREW THREADS BEYOND THE MATERIAL 1R0 6Al2 ANCHOR91HTO WOOD MAYBE STEEL. IRO S.9.OF1410 S9. ^W 3 N Q PRODUCT REVISED DeorepI erlm me Flodda o0dinp Cede NOA-No. 17.0630.01 Eeplmtlon Dote DS12612021 BY- *.: N0.68705 FL 11 Vax IyNyB -I Tubed MN2on 3d 3� 9 4zB ax ua zi0 Ss.e Jse a/.x n4 zaT zee ]yl ]lO 20.F ms m.1 ma 2M1D mf xl.s ]J] m.e mr ma 21z ssl zez zAe m IB.B m 2M1 Td 221 iBa 14] ?m 15B 201 10.1 Zm 1EB X.B SO 248 'JM m.e J% R1 eau na ce mJ 1BH 2M 10.1 i! IB.B 210 141 m] mB li.: mi le.] m1 I fe.l I ml I — I — 1 1 1PtlL.e Ro Anchm W Tehle FBIM GMI ttwwe New 6uteml[ 2]MC — 3'53 G9P' wmnwU IN•B9 Ebo NEEIco V1'SB ERo L108N II38M /1 S.0 Ntl[eon IN EIw IIDYmi Nlw- y18'F.I . 1/P E. U.C. Awgylcr Nyppn AB2Ppelw 8ort[MS)6om[N51 &rtw(o31 gMMI Ty{w N16-Flee Anchor6FPP21[me Npim P elm P m/f 1' svS 2' BAc aW eIDC Ely mince Mz r avC r 11w JNa 1.w• I.w• 1-w• eIN• I.w r 1.1/C IAT 'cM. Ema n IJIr I.Nr Ida' USN r 1-ur 1WPr lip JwP. Wll,swAMEINwmWAWA V SHwMn®lTh'NN O.C.I6 oIPLMQNIFh.Ik eWA 1wb IWW iN1b lypb iMAWAWB01 Rf IIM&fWA H MA WA WA imoen WAWA181IG Yft Ne IMG I1a Er S:11b WA NE IISW YOIN WA WA WP WP USEOINTHE EXAMPLE ON SHEET 24. VPLUESAS THE BTANDARO CLIP. CIRCLED VALUES ARE ,I NOTE FOHmturrxlwr...o=. ................ FlGUREI: FIGURET. F FIGURE 3 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE& FIGURE 6: TABLE NOTES: _r —{ 1.MT r 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2d fOft GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3)MUWON AND MULLION G PS BROWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, BEE SHEETS ma3. RESTRICTIONS SHOWN ON SHEETS 21.23. 2.T� HOLES TO BE GRILLED IN THE FIELD FDLLOWING DIMENSIONAL FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIRGAT(ONS. HOLLOW AND GROUT- UJS) CONFORM TO ABTM GSO. WOOD SHPlI. BEPREBSURE-TREATED 650, J. CONCRETE BLOCK UN IT (CMU) SHALL YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE 60fKiT6 AND BE AMINIMUM OF.125- THICK GAUGE), STRUCTURAL STEEL TO BEAT THICK. STEEL STUDS TO BE A MMMUM GRADE 33 AND.M' EAST.1-THICK D AzIg. ANCHORS INTO METa SHALLD AT WTMREADB BEYOND 1'X2.75-X.65TM U-10" TE 6 MAYBESTEFI�1&B SOS.ORL�4f09a9. - n PRODUCT REVISED 'a8 oompiyln w11h Na Flodda BunalnB GBr} Noa-He. 17-0630.01 #.: No. 50705 A-L*MNEIER, P.E. TABLE SA Oponin8INI1W TmNM, IOMM nB.o mD Imo 1!1! Dar lal.l a31 mA W9 IOA ]DA ml AJ m1 PI ara w im w W] 90 W ma 312 ]BB lm (IermmlaMl01nl6ma)9rOpenbB PalaYlel laaab9t1aMgJ�.Sgglno nD.o naa IN.) 119J 1R] Wl m.5 0ll A1.1 laB IIB 21A 17.3 mb nP m5 IDS I1S0 IRS m Bm RI m1 Sm {8 ]57 Pa ON MWBDn Tn(rfNq. Imo Tib tm0 fA.a 141.x INA R9 ra! raA IAa NJ H3 ]l.i 1a1 Lv !te eat m m] %0 GB 1]! w m9 54l IP W ]T ]92 '82 ac lyT.t4J2. a�^IIDWa Im• nno n¢v Im.+ Ip] I= IIEa r14 aa) m.1 a4! ]0.1 21.f IBJ tU Wn 1110 1D5 +ks Ilm t+31 INS Bb )]I m{ BL Am 3!1 ]Sa xm R4VIIIsg. Imo +m¢ 1m• tm0 txiB Mo I1PJ mA M.t bA 105 AA T13 Aa 18.] H.I0N RI m }n an Blx Br0 163 k0 aW No to DB BCf IDS ]a 0w1oIimlb0l4Da.IrO WtlwWV 1m0 ImA 1mB NBH ILIA BSB BSA .12 %a m9 RB D.1 199 -Ty- 119 1mn IIID tar uel aN ak 1M9 f61 mr RI W TmNIft WtlW Imo tma +ID.a mD ay.i 1Sa IWA no eu sNmo11eeR0¢slImOIDS w MB eY ao aM mUTmA) Bevhnara WfuR lszx tIDb 1sn ➢4•Ibie. lcYdW tm.o w P/nb^Wb NJJ w.1 110N I5n TnPTNW lm¢nB 1m0 Im.c 611 w 1Wb cAMevinp A'W. MT.MBmR .1tRoIma mo PIDn mN IaM9 Im.o Imo +ma 1-w ISeJ 1]BA I01A B1.0 %3 %0 1!3 ]t.) III ®F w r ® tom +d0 f BP m Bk ba 44 151 ]m }WWN .Imo Rnv Imo Im9 tia0 151] IHA mA mJ !x] nA ]2r 9.r sel ml ®I mr w mA w 010 !m al ]m ]D BSB nSMmWb ImMN vaaBsnaow+raD nnB Imo +xi5 I]iA Ilfll Bt.a m0 rI] nA %x D] 23A 19.a mb ma nu I'm Im BY ® m Bk 611 A9 FR Pe ]09 IraB 1>ao 1)40 Ira¢ im9 1]0.0 1%9 11A1 fo51 mJ xi1 ul w m1 mI TIS ]OB BD] aN 6vB AN lM 0)1 S marsF %b mb qa mN xah mN )oF Wb mb Daa mo IMA Im9 1mo 1910 laq Im3 to1A 031 Bl] roe )n 10) 63 0]t Vd PID )M BN 61A l4 Ie.r 1210 WA RB Rm km tra¢ Ima m mi m5 IM.e tas Ila 00.¢ IWO >m WI Ima WA Na 11m vo.o ima ra ml Ilm IpB fAq tle] W] BM m] PH 11m IWB w8 H0.0 Bm m0 5 Sq ItY 1019 Tub 1140 W] nB Dr OBJ BA W.0 1 m.0 R! Blx 1N 621 OY 6e] iN Bn sm !]9 AeJ No )n TZi aA W] kB aA W.0 on RI Me KB m am Inl Mt a0 ]P 89.x m.t aD Wa 18.1 S51 121 BR &.1 M1 39.1 ml II.J m0 ]IA Om mb S1A a0 ]al Pa :0 ]}] ]o] Ma IB.e IA1 421 Bm :m m1 018 ZBA %lJ 1¢B 118 11A ml .� SD 1]B ]m Pd •AA taA f45 120 110 k! A] na ]W IIB tB.1 130 125 BH 511 a] BSr P1 'Ae mA HS 182 1la 1a1 Im 359 ]JI 0]] ffiCHOR m0 108 11.0 11.a 511 l4 ]D ]]0 LAPACRV 10.0 r3.0 LSD A0.11f5 lO %S ]m 1mb ]41 NI AO IIIF 11.1 ffi tIDF D.x ]la 'A3 rm TABLE bu pnen9rL. T.ND f@NWV PTwom knY a'b 1h� ]a.Nt. nmo9 aau VA'eS Fbo Y16 Fk0 Vf so .ID9N m]!I¢I aG]kd Vf TYDNllatm Y+f �O YISFIro INram VfELOV¢atw mp�y Umam AW20ly Sra•1rA15un(C3I Swr NN AMimTIDO VISF1m W/e[m VNe� z avr z •.a• o%' vsr MBFMCBp PaMm• Dfwae<R r x-vz 1• auz sls r avr +• 1Nr Fmwan.l we• raf wr I.vf r t.vf t.vr +-+II• from mb mrb e+a klq TRY mom ]HI[M®l]4 nGG/SWa.Dm Cl.1 D{ll 91q. ]Wb Mq Dmq IWO, Boos tar DY wb a N 6] WA IW WA aA -WA m1q ON' 11A ARMaD 1.4YYF GC19MOONJO.GnD1 CID Di �q ]W 1e WA NIA NIA NN wq N/A r001b r®q NYbI IBDq go. Ion= .A 1. A ®nMYr OA./ BSAr¢laf{eIG1D ]Y rW Dr xmb moos Iwb mat wq IUA WA Bq IARmn ]AKKa®naYMPLO.GIV(.SpiArttM/fC'$31D ,A WA WAWA loos 1Rm. YDim 1m Yn Inb tq ]Tq 9mq kq I 4xlb 3Wq 52 1Wq 1Wq rJlq IrSb =13 a9/q IWq NIA NM NP TVA WA 1N[nv0®1.1T Nn 0.n/f @ koq ]mb oer MANDANCIKKtVPLUESAS H/A WA WA tHE IW STABDARD CLIP. VOTE FOR THE OFf]tl -I -9nc FIGURE I: FIGURE2 FIGURE�� ANGLE � MUST BE USED IN PAIRS. FIGURE 4: FIGURES: IFIGURES. TABLENOTES: E EEEEiFO SHEET FORRG NERAIONSON USING TTHETRS.S AND SHEET 25 MR INFORMATION ON LOADING S 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR E(ACT DIMENSIONS. SEE SHEETS 21-22 GRILLEDHOLES TO BE IN WE FFIaD F UIOWNG DIMENSIONAL RESTM�MS SHOWN ON SHEETS 21-21 FIGURES SHOW EN CCONCRETE ONCRETE BLOCKUNIT(CMU) SHALL CONFORM TO AASTM C90. WOOD SIRX BE FNESSURETREATED YELLOW SOUTHERN PINE WRH AN SG OF O.W. ALUMINUM SHALL BE GI AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND ME- VICK(18 GAUGE). STRUCTURAL STEEL TO BE AT THE MATERIAL 010a#12 ANCHORS IWO WOOD MAY BE STEEL. IN SS OLEAST COREW THREADS BEYOND S.S. PRODUCT REVISED plyIn99 wifi INo mile. 6unalnR CaMO TT 0630.01 NDA-N9. No. SB)OS TABLE 6A Mulbn GPx2YTfFlB 13A1.121 OpeNnB WIBW 6a3ersary-]pi]Wlg mlmem) orDPBmnB xelgm(mrlMmdBy]peliire nMlav) 1mN loo6n LAft WF Im"11. WF v Iw99 mM LatlnY IWdM• WF RMnW4v Ta0.M�0 WM Inca^Y 1 � 1mF IM" 1/.�nB IwF Rs Iaw4n0 1W6 bLVMN IeadMBP �C�Ib17 axb wF ]O.mbF NF WF WF' C WF R9C• mF mF Y mb WF ImB naB 1m0 IlOD 110.0 NOd twA IND 110.6 1N.f WB B13 W ® mi Iw RI OW 3N M Nv ]m TN M Im TI naa Im.a IN.0 1mA 9a0 1m.0 imo 1U.] 1m.] 111A T1A N2 41.1 N] m1 m3 N2 ml }IB n] tti 6W W1 Iw G! NI +mA 1m.o 1no In. IN] 1512 1rA 11]] W} 9i 660 N.i 316 g IN &0 Wl OW INI No Nl NB ]m 'M W IN ]R +no 1mb imD 1]a0 Imo fmf INe mI.. 1mb NA W} Iat NA � In ON WI 6N lBl eta ]m ]II 6# WI v4 I1B Wl .0 1DA R0.0 In' INP IM t161 m.0 B]A ]ai 141 W➢ AB � bw Bm 10N 1118 1m No, N] fw TW RI N] In ]1! 1i0.0 1}BA 1}0.0 17U sm INA m0.1 I0fl0 NP QA f3A w1 m0 g be 6m NI }N ® NB ni AB NO 6m Iw N2 ]m Im.. ImA 1mP INA MI 113.4 IW f1.B m2 Me Nb 3Sf 163 � Br Iw3 110 I1N IW W N] NB N2 1N W Im ]n 4Te Imo IIO.0 NOA Imo 1., 131.0 Ill., 164 IB.i NA IT.1 ]a] rD3)] BII WI 19 ® N3 IW n2 Me O 00 IN IW hill, tm.B Ino IN.1 1]]2 1112 1060 N9 n.b N.i 511 ]B8 112 Itte 1.5 Im xW IM Bm NI NB Ib ml ]I3 w6 IrB.o Imo In- Im0 IYB wU I0I a, n2 641 2e Nd N0 bil W] 11, W1 WI ne ]N mb Ne $11 w2 N9 ]}I 1m.I +wa IWe I9d 1. WT NT W.B ml NA Nd 26} at INS 1m] im] ItN IN2 Bm Bw Mo. lm TN 6w NB 3]! fmo In. 1]0.. 1m0 1302 11U 1RT al Bit WA m0 nD 9D 6]I 6W ]m ml IN rO 616 BIi BW NB 306 ]I] 1Do 130.] 11],1 1WA W.1 ib wl Me lel Nb a0 3]H, 1U Nw 9W 12]B 11N 10Q iw NI RT 1m }N W Bn ]R 1i0.B NGA 1;A 1]0.0 wS1 1m1 KI }].3 NA 6].1 N.B ffiI 1&0 all 00 IW ael }R 1N ll] 65B WE ml wB XB ]t0 I a 11LT IWA ]33 T.] NL WI NA 112 w2 31.1 mi IM IW IW] 19] IMA ImP ImA la w BW }]B OBI }W ]N T11 6N W] IV w0 3B0 W1 j 19� t31A BLI b1.1 n3 mf WT N.T NA D.. 331 ]1.1 If3 1w5 I]W 190 I1W I012 B43 NT N9 lm In W In a ROL fm.o 1100 Imo 131 1m0 ND tte W.1 NA ]0]19Wb NS 11 69 No 706 WI n3 iw 111 wl 6m Bm ])6ImF 111E ]].1 IA ]IA ID us]9} ]U ]18 S3 ]3] ID2 N] a] 15f K im WO N! 320 m] t" my RI act 1 1M ]A rl Imb r2 LY m] r0 Tu 3W a1 rl ra ]m xtT :m n3 im +u 91 ta] ]W I1a ]I 144E D.O 21. 112 In TABLE60 And10rG eG aN4.c TWO I4 Nml 1Fmewu rv89 nIm A orl opvadenae I Vl I V Em]mM WF NIP 1JV' Y]V• 1-W S 1-1/f l W/ N. Na1. BW4 ]Wb ]W4 IW4 BW Oa 1Wb IIBb ]04 ]N4 1MNa J11b wll N1Da ]N¢Ma®13r N160.G/BDiWWVbaBigilRl.le]f eA =O,2r NR 4Gl61m'a01rOTag4D64 ]L 1Wb 1m4 ]W4 NIOb m21N NIA SW 6a WA on WA OWNa WA WA WA �01 IJB]4 "a 1. 1NBIW 11m4 mlpb B AmMe Q1.1T Nh OG/BNtlna140RMODM1L I{ WD4 iKOb WA WA WA WA 1WRa WA WA WA WA B.be ItWb IAWMm DI'bR0.a/W2iBM2Y Pb 16D 3Y WB4 1W4 WIN INOb 16N4 NOb BW4 WA IBOFa 1wb AW4 WID4 2sm-u on 1WI4 1]R4 tF&lb BAsen®]'IR4GIWhBMpb 4410y 6C H"Bs I'W. 1RV4 TNOb 2N14 BI04 W4 WA 1404 It94 1JWb WA WA WA tU]4 IMNva®MS'NR4G/Utl Nlo.le6-AYe. pU. ii WA WA WA WA WA M WA NIA WA WA NM WI Ea Nlm NB4 2NNT D]B WM1 4fJ F90 aT1�BY JW Fa iLlb PW4 m30a Imb WA 'Alb illA JlSlfa N/A NBea WA w]4 BWb IWEa IArtlm I.iSNR0.G F4 .R IW4 1Wb 111A WA WA WA JW4 WA WA WA WA WA NOTE -FOR OFFSET CLIP, USETHE SPMEA ICHOR PATTERN PNDANCHOR VPLUESASIHESTANDARD O.F. BINNIc 21Y foC�bl 1If blb'DBB w•99 FYn nBsnd FI1BW n]B4M AN41j3c vlr Fbn Wtrii W'Fko UrEm �W��B 9'1r FSebi�u tXE1w IR m smsw aWeabr ms(es19[T� soa�IWl afA• NVr r P1m r bl? r svr r aN' aN• aTN• EeWml•..N r avr r . f S t.Lr ISR• aYn TABLE NOTES: cAPAcm FIGURE I: FIGURE2 FIGURE 3: FIGURE4: FIGURES: FIGURES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION ON WADNG. SEE ff7SHEETS 24 FOR GENERAL INSTALLATION MErHODS, Menp mil Ill -Me • ON MULLIONWMSH MONS,ET521- 521-MSMHOW T)ME D ODBNorTNALRESFo RMUDIM FIGURES: FIGURED: FIGURET. SUGGESTED,APPROYONATEHOLELOCKRONS. • • 4)SUBSTRATES: CONCRETE SHALL CONFORMTO AGI Sol SPECIFICATIONS. HOLLOW AND GROAT-FBUO COONMETE (CM OFO.LL UMI U TOASTh1G80.1T5D BEAMWWESSURE-TREATEDY6LOW SOIITNERN PINE WRHT(M OFOSS ALUMINUMSHALLBE8083-TGANDBEAMWDAUB UR&TRATED EU-CI CK STUOSTO BEA MINIMUM GRACE 33 AND.WS• THICK (18 GAUGE} STRUCTURALSTEFL TO BEAT LEAST.I2G THICK 35OREWTNREAD9 SEYONDTHE MATERIAL MOS ANGLE CUP (FIGURES SSS) MUST BE USED W PAIRS. /WDA3S ALL FN nW an MEESTEE IE SZLDATLEAST ai eurnnoe IN]nwnDD MY BE STEEL 1B8 SS OR1105.5. DAF.m -1 +.00r )- PRODUCT REVISED plying N me "Odd. Bui1NDB CBOo NOA-N0. 17-0630.01 �0" 0 LYN/y ' P *: N0.68705 T V: AIM TABLE 8A MYNan Ca ea TaDb 133'f T�Ima�wn OpmN6 WIDW (]araaDaWaPmu1[OINAom)orOPmMO HeIINt y BN1RMAdaDAHPBMfBIIeaBAre) WdYpfY L<fNip 1DAN TyfLm6 L°°MA $$gj Zd 1°eG^0 PW. 9$§ 2 IMN fd( `d6 i�IriNaP LvfMA Zd;e U.&,u bvA�A last <6E TePrilm6 Lev&9 <c Neanplu L®®q 56C lob TmpTlm& I.InNry 2 <C Ne<WPrY ayy WF geynlmp Ine6m psbp4n Is9rip 96S WN pa4�]$$� 9ep[n.p. lmd•q §�B `B� �gl i9$P1. Ps[enPlo lWp UN T. beQm 3 Z ReobnpbY LNnO aK mN TnM1enG 1 Sn0 RabnpEY IAe6tA mN TLotng 1neJnA �a6 Qh NF m.6Uln mF mh Way mN 3 UN Rln UN mF SSb to/F a6 Inc 11¢! <B ml im 1U.A IM.A <6 N! 6M IBA 98 1mA IRD <C TN em 96 1m.0 1mD <C O/ ew 9 1}DD I]eA 6K we w3 9 o 110.A (H ale mD lywoo PD.D in IIU iC Inc IRD < all wt 2C IA.D 1N.o IIm 1'DS IU.O 1ND i M e]I 1?as 'no tSM 111} !a IR.a ml em IRo Iw.e INe Iwe 1]60 iRA 6i1 wA Im.O IL] ti]S nIe INA Im.O WI em 1lIA 1tA.1 M Iwa IRD IRA III mo IR! IRO >I] ]m tiO.N IUD el] IRD ImA am Ab 1I1.0 1R➢ Sal aH 1160 1Ra 1CN 111e It60 1R! eY xN i]D.A IRA 110 1Ta IRe 1]SD lJ] AW I160 Im.1 Iw! 1M ND.A 1UD }I] q1 Im.O Imf tlm 1]U 1RA IRe TR Ue 1332 1'df Ilea 1!>B IRD 1m }6a ml 11DJ 1Nd IIm Ian IN.Oa n-1Ima 1{0 1]0.e IRD im ml IRA IRo 1W.1 ImJ I0.1 1012 m➢ N➢ LA1 an Ym M m3 Rt 6w 6H AW SW Inc 110A Im.! 103 111A 1oD m.e Wd Ro ]DI }m ]W ® Wo No t5i m1 a0 Ina 1ml tUJ IVA Al2 M.1 we K] a1➢ 109 Iml 01 aN TQ m3 a1a {m 35e In.e IRo 13t.e tm] R2 fl4B TA {).1 9.e Its a'A DE SN Sle PA K9 aa] ale 1. m3 It1A mA Tel RJ 11.1 me 92 Hm Iml oW aw }a] an S13 Iw SN IRe HSS M.a 1wJ ee.a RS m.l NL IM am aW )m ml em M NI UI ata IWA IID.1 tN.l m.1 mA W2 INS ml Ud 110 Iml ml aN ID m! ai5 N] 0e Im} 1130 IUA wA Ri Re K] MI U] mo NS m WD ma ma {N SV UI Inc Ima We ll! aeA m1 a6A mS SI3 is" 101 mT !ol TE o5 !1! ma Ua I%@ 1. HSA w.1 TFa 64a IAd :U.O L.] MA em ]W We me we {a/ ]i9 ae1 11L] ml ele wA N.T W.a ?lA n] ILI 1IN Iml aW M TG E63 61a No m3 In. RST Ime nA m.a m.1 pA RI RS aU av Ua w] Seo W] IE 1. f0 e2T ee.l Wd WA ASA Q3 TlA 'I3A me Itm ImI RT M ]9 am 315 aW No IKd HAS fo¢o MI 0.5 w} ml U.a It. Wf W iSo SU wo em {I] IN an RS ee6 mx NA m.l ffi Z1] 1R{ NIL lot N Sw lU we a19 IN IN.allw MIIN. 0AA51 mlfw w.]>U alA6o ]LLa 21J leT No te.e 17.0 eU IW IKe H.A me W.a w3 m.l RI Ee L0 ml }N SU EN aU IN aw 111N fLl lY T. l05 Ud aY 311 10 RI ]]S Rt UI aD ma aJ2 9m 10.a ]]a U➢ U! 11A aH 1L1 265 1Uh UA II0 Ud SI 03 tm R/ 3m 160 90 Ra 3w I]A Ue Ie2 LU 13I Ue Ia3 K9 last nl UI l-J Im --------------- TABLE BE Mafcrof 39 Y[ TeWe Bn Nw WV answu VrwmO uYa MMIorCOpPMme Vf 4]N 1 m mmgr lyl' IS( ISf 13'( S 1-VI 1-Y( 1-V( I emm Nlm lQm Smb 2 061m WA FF/AWalvOml n ><V of ALm amm TDm 'lAm N/A mom WA 1 m NN m NN ]mm omm !Wb Smm WA HP ilDlw WA Tmlb !um NIA TNim W+m WA PIDm NIA mfo'.a 6mm m3m mlm ttmb Nmm IArtlm®1.t6`Hh OL/91mMN(m W IAmfM®TNN. Ol./RI 26AIVICpb/QaPi imm NOm �Ne fCWb tam Blom NU NIA WA WA WA NU WA 1mtYA IArtIM ®o.t4Yh O.FIUCfP. Vm.IamNOOpN WA WA WA WA WA -1 HIA WA NIA 9ollA 10Im Stlm O9m t]Om Ulb 3mm lA2MIrppDi B lwm Iwb '0m Nlm. ME 1Wb Tm WA WA WIN ltlm !mm f N(IW ®Lle'WM1FC.I W 3im 9mb NIA WA WA HN Imb WA NN N%A NniE FOR TH E OFFSET QIP, USE TH E tJUAE AN CHOR PATTL-AN AND ANCHOR VALUES AS THE 9TANOAfID Qom. aimm ArsM :n mRre. Na'AnlYam YS @oV4vm 9n(Bm Yyhm mSB[ot0re'.m Vf 60UnYM vfss eza barmy. y me e[u Ulmm wmexo PmGlrt (mam 6e¢a1Fti)Suv N]ama W+� NRlml ![m W� rAr O01rtn1 1' nl¢ P xaz stAr r avz avz z sld• nI( z z Ae the DN tx Dsf wk[ FIGURE I: FIGLIRET.= I FIGURE 3 0=0 FIGURE4: FIGURES I ANGLE CLIP MUST BE USED IN PAIRS. FIGURE% TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MI/LL10N CLIPS SHOWN ARE NOT TO SCALE FOR ENACT DIMENSIONS. SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DWENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES S!W W SUGGESTED, APPRO%WAM HOLE LOCATIONS. /) SLIBSTFIATES: CONCRETE SHALL CONFORM TO AC WI WECF]CA ONS MMLOLYAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GW. WOOD SHALL BE PRESSURE-TREATEO YELLOW SOUTHERN PINE WITH M SO OF 045. ALUMINUM SHALL BE 6Ws,T5ANOBEAMINIMUM OF.12 THIOKSMMST MTOBEAMINIMIIMOWSMMD .M-THICK (18 GAUGE). STRUCTURAL STEEL TO BEATLEAST.125'THICKAND A35 ALL ANCMn WTOMETALSNALLE DATLFAGT3SCREWTSWEADGBEYONDT MATERIAL 010 6 012 ANCHORS INTO WOOD MAY BESTEEL, tab SS ORAIUS.S. PRODUCT REVISED p w1m NOPlodda BuiISnB NDA-Na a 77-0630.01 ENPimtlee Pale 05/2612021 * No. SB]o5 A LYNN MII FL P.ES TABLE BA MNlbn Ca ec bble NMAI Opanmp WmN Berw2WFjepmMry mnlom)mOp.Nnp NeiphllbrMeNWNaly+pervYlq lM2en1 mX WtINW@ TnWremp mle NelMehl ]iprPhM mN MGm¢ely TnMee^e. eBm PwYnNW TM'nlmn ION PxxnMhl TnPTeN imh WOYKiW T=I, ImN Pl nolll 1=11, Laedrq 11BM hMmrpWl WN$p TgRMn +mX WeW¢W4 - dwn 1e06tp +21t315 b&p LBsa3p loe4p L^.DaO luekp LwP•lp F .ISO "" °°:' ggmtla 8 �& ggLada 8 8� $� �� 8 F1AIL11 §leldbp ggLuG$$¢ 9 h I h $LUAnggB @ 8� gLupnO 9 �� §gLmelgm 6 8� , @� ggbttlpyyq 8 b� $$M.(igg0 8 @� N am nM em m➢ m nna ru nap m +mo m lma me rtaa on tmaI !Iv 1. me no.o en 'Us Ine IMI III I In1 nm pmo mI IWa uW +me en me u+e tmo m+ WY Im➢ im tmo m Im0 em mo w IVA ne ImB mo uai as +mo ml +nl m Imo en Ina m Ilm mo na .m +np mo na ne tmB m na ne 1mo m mnaX Imp ]a Imo rm Imo IM 1m0 en tm.] m +mo m4 bu m w ]W nu oa 1sL+ m tnb nr In] Ba !u ml ex] mb w en 1m1 us as m Im3 and um +mo lm I"A ... nab ml mB Bn ma m ml➢ m nat ma ul.e me +W eIn 1uI eW N em +m as1 773 -us 1m.e em WI me I]M m 50 my Ime W] mm +4v rW 1ma m, ua1 ne I]v m 10] ue Ina eW eu qa ena am m.e rN w1.o do no ]40 m1 m ml rW n] en MI ]n vs2 ms ue ne rm en ]p mm Im.r en +Sx.o m IW+ m n]➢ ma nl mr IWa and n] eb m $11 eu ma e4 am eni Ell en etr n3 13B my WI eu ne m mr 1 ul ed4 Im n.e 141 en en mo eM me 4i n aA m atr n.r eai ev In ur Jte m en rai e11 soi[¢ In mX IBrJ en flat so n] all ma m I'llen a WB 4.1 a1B Bae 11t 1a4 61I ep.t IN ]ab 61B 4aB 6e VA me mA Im PBB ble lap mF a. mF 1aX mJ ]Ol mB 4m m.l nr Im 4W enl Nl b+e In N.i mp IW ]9e a2] m] 61a Im us eif Me 43t ']m dlJ Ia1 01e lea nl I31 ab YA ]BI IH' IS] ]01 IBe Iff n4 7m W 41 as ia0 on LB M.] m.b In 111 H.a m.l ml Ne mp ml 4eS 411 fe] n1 L] Ne leX ma 4H Ne nr eap 41 n.1 ]m lae 41 !ae ]R IOJ 4+ IeA m d0➢ 411 ]I.b 8W Ee 41 Ie.i ]m n3 ➢m +a] bE lal Ap WX tl.l 2]] 1a1 3e! !M mi fi0 ¢n 80] 1n R1 ml MA so as 2m 33a eR at n1 211 Ill nl ]n 11.1 d1] !IA 9m te.2 m9 1e.1 OeX rl.p H1 d1I SW ]BI ml m3 Sm ]aA 2B1 m1 Ssa lt➢ fll ]13 Na 18.1 ➢I .13 311 n.e fll IBa ]M t4a nl n.l Sm 11] !n 10.1 ]m IWX W.1 2]B 3a1 Ae SM 90 51.1 3m 1]J T9] Ifl] ]n 1M iW 19! IN 11tm nJ HB n+ In n0 ill IM iN IM Yf1 I61 IJI W+ mb +1.0 Im fmm nJ In ux np us Nl Ia3 I. TAELE BB MCKO]W BWmY: im O.sxn 95]Uc. c Teplp a IXSV WYI FkKCM1N pi VloM MCMI UP 59 EIm k1P FSn 1/Pa9 Ebo In 6Ya1 m191ex n3aite MbIFW: LITEIm Mmeon WEba llbmm�d1 k14.6wlltlnam 111'Elwlanem AmisGtlm IphXm �Bpem Sertv@98vn(OS) BermlCd) AMChGIC9PPaOamb tvr I• atm sus• +• imr T z-trr r svT r n4 p.m• am1• Em...P ]' IJ'r Lvr ISV• r Hx• 1.v1• Lw• avl' Lv4' 1-va• r hpa' Hae EmmN.m X] 11'1• IE. 9nM Imb mBW 16H P. np M. 'XO N. 991®1 lmlb ]i YF edI MO MFW NIP. 140u Iu m00e fAnJev Ol.lAkln O.GlamNvb>nM1tl Pp6q.11 ]m WA mSW WA WA WA WA WA m10. 9mm. Ifmb IAnchvF01.16'MIn OAIaNlbsiw .gcm 74 T] Im6F iM IG WA WA NIA WA 14Fk. lnbe IB9no m10. 945Ra 1nO mF INdrv]®T WRO.G/PlblAf¢e plpel p.93 IN. 1m IM e.- IOWn. 1mB P. "owe moss I- WA WA NN NIA pm ps SAmAm W091'Mh 0.GlUaq. me.l�/M.I. fflO.a WA WA WA WA WA WA WA WA NIA WA 1Rms 4n Re ffl Ra ip0s. t NmM/Ftllpfflp. aS 1m4 tmd ]131G 43ss B]]Ie n]ss 140W Ind 91p 1m te1 WA 10. Mi- NSW. SBBd ]AntdTflLIP NIn O.L/FYA PI0.n SW b. 9mlb WA WA NU WA In R. MIA WA WA WA "`. ANCHOR CAP.m AP �� TOOBTABITHE'ANCHOR ', PRODUCT REVISED ...... MM the FI nipa YI) Cols NirA-qe. 17-0630.07 TABLENOTES: 1.26P r-1.2fi0•-1 FIGURE I: PIGURE2: O LOSHEET1 FOR SETS 24 MR ONERW INSE AVOS ANDSHEET 25 FOR BiFORMATKNJ . • � ON LOADING. SEE SHEETS PoRGENERILL INSTAl1ATON METHODS 2)UNF INTERPCLATION BETWEEN MULL LENGTHS ANOICROPBJINO WDTHS ISAUOWASLE. ]111I II// 3) NULUONAHDMMUON CUPS SHOWNARENOTTOSCA FOREMUDMENSIONS,SEE FIGURE 3: 3.250• 3.2W . •�a: UCENSF ANGLE SHEETS 2NSHEETS 2 TO SHOW WSUCIDTED.lp NGOIMTEIOLE R TIOTIONS I�•' WP MUST SHOWN ON SHEET52123. FIGURES SHOWSWGFSTED, P➢PRO)OMATE HOLE LOCATIONS. �TOS [70=0 BE USEDsmSTMTES:CONCRETE -*] IN PAIRS. G)ROID+ILLED CONCRETE SLOCK UNIT(CMUI SHALL CONFORM TO�ASTM C-N. WOOD SHALL BE PRESSURE-TRMTED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE %AO ••. T6 f� FIGURE4: FIGURE& FIGURES: 6113TS AND BEA MINIMUM OF.100•THICK.STEELSTUPSTO8EAMINIMIMGPADE35AND .04WTHICK(10 GAUGE). STRUCTURALSTEFLTG BEAT 1.E4STA26'THICK AND A9&ALL .10p• .lor ��i ,A"• Og1Op;' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERW.. 1,25%319•K.10P 1.2VX32 X.1W �A �s'OAII �1 • p106p12ANCHORS INTO WOOD MAY BE STEEL IBS S.S.OR 410S.S. MULLIONFOR MULLIOLLED // Id FIBDMUONFORUNITS FACTOPYd1ULLED UNITS A. LVN�•i UIILL }3, FL P.E.# 5870 TPBLE IOA "Iw cepttlNnWv b.M 136 d]38 •.92! AIum.TYbe wnme um Ym e0dltq KF Wm nM bF nm I{n anln 'Fb Km INm I11N Imin INI. OpeNnO WaM (MwMIC6Nd6dreSSOmIROm)DrOpenNn Tr` noa ffia na0 Itee +in0 Ina mA l0L> 9L1 K3, Sr9 I15 Hr 2r3 xt] HeIONt � . ILo sa nl m Ilr nr ne Wn +BOo e4 r6t i]0 655 IN ]n ]le ]]6 BwM6mrmN'6Pennbn Lo14D 3 3es It nea n0J n0.1 4sa 45] IIBJ e].I 11.1 68.0 4o L-1 MI lt9 1L1 101E r 'sfi sa a8 U+r 4w tW +m nm nY Iw! Wt ®1 m 6m IN 41 » � TbWb � nod naa noa no.o n0d +61d NL0 +OLI KS n.] Ili Ad 27.1 N] O Ffi sa N1 Im tse l4 1011 +0m 9n en 161 Ifl 6n 19L 111 ]n mUMm) DiF nae n0.e no.o +uJ Im1 +wd ma u9 696 69.0 ]!.0 E.6 n3 n3 noN m, gfi sa U18 nv0 nn n69 nn vrD v4 n19 911 ew n1 TlIII., 3 3 nag na0 m5 Im9 nnL n5.1 na1 4.] nJ m} gfi sa KI uo 1N e6l IOn Im m m lU Retlen LWyU E $G 99.e n9.i 4xe nG Io3e Ks n9 69J 14N r Sfi a m6 9ra v11 aee vu lA0 ml OloOlIall IN&I 6 3 Im.9 Iroa na0 nea na0 1s5] 15a �& a MI a5 f4 eel 106] loro Rnlm L...1 3F Iro.B IK.6 m9 16011 Nn $� sa vn im tm ➢epTrlory. Lwln9 4 3e +mn n0d +rl.e :� a n+ 6w rse SK mn im Rego9Ver lxrvn0 teF ggfi a S90 I0e lII m Sal m tom W1 IW erl Ne I61 41 In T9DTrbq. lNN9 j@ Im.O Ino Ina lm one Ile Ima Ina 41.1 Ind eel t]J NJ I01 NJ ppfi a Ix W LW W x IwnU ne m m n] In ne Sir 41 Ioe n1 Rlvbxae WFwB & 3 tmo n0.1 Im.S Imo H,H Im0 Im 1Vd tto.o it. Sea Ili lU ]e] 6oN fie s nl Kv ne M8 +eG W4 nK 44 MI KI tll KO I66 Nl ne Tnpnrlep b1an0 g 36 mJ 1r0.0 ma nm non ma ».v n0J +K.1 110d )U nA 41 a] ]Ia fi sa In eu KI nl rn 1% In -in eK )n 615 Bte IIS 393 ]]9 GemPle WIIg o ! +mv m.0 Imo n0J im.5 Im.o nSd 1na twJ W} LIA wJ ab ]]3 56.8 l0A ?fig sa L61 Solno5 twe me wo IL] n4 1w9 W W nl Re Ye UI ne TnpTr'un9. Want nFP nea ma n8a m0 ma nvl 1113 10L1 80.3 SU ]l.l A.1 30.1 �� 4 a Ke K0 W rw m 14 +Ott no nl m] n6 6w UI ler 331 b.vnp RSQIS,,g $ 3 10J nn0 Imo +me Im0 fu6 +AS nle t93 e!d nl IU ]L1 X6 m] IBF gfi sa 9a HISfr9.0 n9s me 4n in8 nY tul NI 8W nl SBo In 111 ]m in b/^B. ? to 70.0 t90a n0.0 Im.O n9J IN +n.1 IOO.e 91.9 6a3 43 ]x1 Il] Sil € sa n9 661 in em W nla Iw] 80 m 110 64 w] Im 30 a9 RU 1n na0 noe nae na0 tlu nu nu Iv le3 113 11] ]U ]l.e tG 941 90F qrr $fi sa ++u u1s IYS ml vn me nN Iw9 DII Nd m 595 IL6 111 ]II g 3fi Ime m0 Ima me Ime Ima m.5 NIJ W.1 n].e ISI ry 4l n.t Ml n+.] n.8 lLl vn tsn t» Ima n0.1 nt] nt N.1 a9 Y'9A nc IN' Iu ne sxl +wa n.l No 61.a Nl ll.o In Y9 NI m.] i6 lm IlJ W 0L0 ml Nd oW 60.1 690 41 N9 f0) 111 ]a1 1]I ]!.e nl n.l N9 6N IN IN Ml M6 a! In ]S] ]N nJ ni ItA 6n 1K 41 ]tJ ]t] ILl In n6 ]SI ]31 10.6 w SK 45 Nl nd 19J n.t lu TO al nJ ]11 n.l ]n 11.1 ]1l ]11 fn 213 N] 17-5 2n lid ON I' ]N nA ON ABLE 10B M.ImIC.P.tiN T.bl.(M.) No, zn L]aw aNwL. xmmav vr89 Lto MCnte FOeeau vra96h0 prwmD nDweO nzslsl n3slxl /vvrrt Y19 FhnlSt6[m Yr Ftoulmtrn PIB•eb Pam NBGLe1nRm yr FteUmxM �. yypl IXtam A9FNJw 6 1va,31 rtv srm- MMo0C11p Pll4mx r x-vz• JIT r zur r yvS Y Stm' 2 04' DSr OYr 6aDnvxmen r yrr tSr P 1-vr IAr Lur t-nr 1-vr rvr P 4YF Idlr veW all wr tir wr Ime rWA xNa SO. SWA wWAA Sn[IDn A1S Nn O.O. IebKNNMe1GDbIP44. 1 QN. NOW4]0n e9Db WAl W. ry11Ab bxb! 60b 11A0e 1 MMle tJ6•MI6 o.0 l9lelwm(VI]E GDDIPA Lmb Wb wOb 59M WA TNIIe rN D] BKb 10®b fadm BNb n IK 11a. {Mlun®SYRm.S1 N6A166 Gp-11llD el r6rM amb Som. t6®0l 1KBw1 tYb to E9 n01ro 1Non 593m In NI 1IODl x31b ]MIm06irYh O.C111 Id..w. VwL df0M iKPd 6Nb Imb 1]SM N6b 60 ea faEL NG WA WA WA WA M1ES N]M 2MLM9®L9P NA naF Sn P9 ]Yb WA WA XG N/A iN6e FIGURE L• FIGURE2 S) MUWON AND MUWON (RIPS SHGWN ARE NOT TO8CALE FOR EXACT DIMENSIONS, SEE ANGLE SHEETS21-2S HOLES TO BE DRILLED BI THE FIELD FOLLOWING OIMFNSIONALRESTRILn10N3 CLIP IALIST SHOWN ON SHEETS 21-a FIGURES SHOW SUGGESTED. APPROXIMATE NOLELAGTIONS. BEUSm 4)SUBSTRATES: CONCRETE SHALL CONFORM TOACI Me SPEC0(GAT1ONS. HOLLOWAND WPC' GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM COO. WOOD SMALL BE PRESSURF-TREATED YELLOW SOUTHERN PINE WITH AN SG DFBSS. ALIIMWUM SHALL BE FIGURES: 60B Tb ANDBEAMINMIUM OF,100•THICK.STEELBTUDSTOBEAMINIMUMOBADEMMD 16 • .DIV THION(18 GAUGE). STRUMURAL STEEL TO BEAT LEASTJWTHICKANDA38. ALL ANCHORS INTO METALSHALL FXIENDAT LEAST38CREW THREADS BEYOND THE MATERIAL 0106 Al2 ANCHORS INTO WOOD MAY SE STEEL, IBB S.S OR 410 r a FIGURES FIGLIHEs: FIGURES no* TABLE NOTES 1) SEE SHEET 1 FOR INSTRLICTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Z•LIJ THE PRODUCT REVISED pITSI Im be flwtda BuOElnn GEe N0AJ9e. 17-0630.01 E,InUeR 0.12gal 021 NO. 58705 RE. TABLE 11A .M+mbn c.pdaNnae pn.li]FI 1S]119{ Tu Aw➢.nFv YN lem A6ID]h 41n Ylp p owl. O Ple nle nN Yln YN Mp y0N Wm cPA,, Wd%(4x\a3i%eY9pand19mlfiomlort]penlnp rrYm.no- btlw9 nod ".A \no in. IrAI I)W n19 16L6 1A.1 n.6 II] 14A ISA 39]' mo H9lpMpm S� aa� m m rn Ill t0P 1155 VIS ixll V06 9H 99 eM 6P YI n1 R.nry,A., LnMB Ina nod INA IPA MA 1Pd QU +11} 1P9.1 "A [dl ILI HJ 310 H.3 MrtoYaR]•ep®m9Q looN g i a Wv fei VY 1. 1M9 1V8 inx i5Y Vn Ill. n5 RI ne W IP le! TMrI.Blula.t. �1fl�s nv0 IIoe IIo8 IRo n0.o nAJ 1R1 R41 Vt.] V.1 H) 4I YJ .1.1 ]3] VI AIn9n0 � as M HI 798 BY ]1R0 iV] QIO Q01 V51 1V1 Ito 1% 4i W OI HI fnlfom) +nA nU IRO O IYJ 1130 115A 96] ms Y] MI N] ]LS x]n IPm uY nao 1783 191] 31H HH 194 RA 19A Un Ill. 9P TI iR IP POF R..YpWr % \md m.o IRI IRO n0.1 in.l In9 IRA IA.9 I"A 161 1nJ Y3 ]Ll s99 ZU lm WO S Z am rol ]n fli In 9t 9r1 f%1 1@ 1161 1110 9if nl PA W QS ],.Ml.c lW]y '§ tm.A tm.o 1Rv lmd lnd 1Pd 111D 1Pd W. 1RD 111d 1H) Yd H] Yd P.1 d .% Hs 6Y eQ Rt ].] in In 9n 9n oll On 6Y YI 49 .% R.[V,pJr Ly4,y J�14 1R0 tiLA IPJ 1md nU Y3 I]E I11 I9.9 P9.9 Ym 11Y Un Ule 1111 11f0 AN Hf RI HI O] mMn.ro. U.f.9 nv.l +]Od nne 1160 +Ro 1160 Il4d IRA 1]0.9 I11 H3J PU n./ 65A 61J PA �G m AY Av s 1D e6o' 9Y 10% .OW 111A 9n IL iH YA 6m ]95 w.mw., UAN 6 nA.A noD +nd n0.o 1RD 1NJ -vw rP.l I6.J ISSA 1%.6 tlJ Y) Y.1 QA YJ Iom a'g e61 99] lus 1119 IIb nD fE1 UY IYI Un 11N n] nl nA 6Y Ill rngrore. WGN Hd0 nol nod -- nOdAnIRAIV-W15Y1n0n-0Inl nLA fiLO n60 IRA 16Y1 IY} ILl ell 90.] .1] ]6A Ye Yo W iN 9fo f®3 1QA VY V18 951 Nl 6n 4A A9] ]1. a1IYwIr lea3p nAJ Imd Inc Im➢ IRJ nIY M UtJ n41 IL. RI 6U O} HJ ]1.1 YF i Yx uP Im 1ffi UY 15Y 1M IeY Un 11P Its H1 731 83I 19 Trprnrip Lellry 6Ea +m.A v1.. tmA tm.0 inD IRO IRA +Y3 IY.o 9L] ]L9 M] 4" n3 911 $ Aa ry9 6% M w 1016 1%9 1'ID IP1 1]M 9]A HI M 01 W M19) Rm.gJ., lwery 5 3a nld 17. nld v0D 110➢ II9D 1AA1 I]Ll 111] n9 le➢ <6.1 Ill ]].] 90m & €�S as Qu V31 nY IA1 M] M] tn9 So Un 11+0 Y6 n1 nl W Y] LapIA.R IRA nnl IRA MA 1100 Ii40 Iml 1659 IA1 Me. nJ 61A DJ 356 � D1 YO M HI fOY 11H 1P6 I34 1]P Mu YI R9 9tl wu,e+., lnON9 VON mrH�e. l.Pm9 � n.n�o+v Ln@no ?�i indema Lotlly +RA NA 110.0 n60 16] til9 QSJ H.l Yf n} %) IlJ ms 19A3 m91 Pml ]Do lQ0 IYI MI 133e Vn 1mD nv➢ IRA Ii0.o IlLO In0 ImA IYA 1}d] 110.0 rsl 6eo ne YI um 1_ tlll ll6] +mA no.o Imo lY3 ln.r lAISIY1300mryl. tY] Ifi1 ntl ]m ]Sal PIH 2060 1!6] IRl IN 'IDA no.o 1>Od 1nl 11A.1 I60J s31 ee6 lY YI 1M Q% 1L1 R19 Rl 1656 n19 M6 llu cA3 Un +YA 1+Y V+O 15J. n9 MA 1110 IV AR 91! 62] nl I6.8 46 11.3 n1 HA TI1 I- C1 xii HI QI 611 YA SIe nA A. 49 Ili HA P.5 YI H.1 119 31I 6N ]IJ Y9 It' AYMType' Yt6•AUOwm% vl Rowam I YEY:w I s'ta Dmwrsm I vl•acymsm cyan 11omt% � AlBinar�9[R. KD1'SevlT>SSI swrA]5) MchA]Cnp Petl➢m. FIGURE I: FIGURE2, ANG E CLIP MUST FFIGURE& ® REUSED N PA RS FIGURE 4: FIGURE 5: FIGURE 6: 6 IF* • • TABLE NOTES: ON LOADING. SEE SSEE SHEET 1 FOREETINSTRUCTIONS4 FOR ENEERAL WSTALUTION METHODS TABLES AND 25 FOR INFORMATION 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS M=R OPENING WIDTHS IS ALLOWABLE 3) MUWON AND MUL,ON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, CBS SHEETS 21.M. HOLES TO BE DRILLED IN THE FIELD FOLLQWWG DIMENSIONAL R DGIIUCTIONS SHEETS SHOWN ON 21-M. FIGURES SHOW SUGGESTED, APPHO%N1ATE HOLEIDGTI0N5. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPEGIFII:ATIONS. HOU OW AND "OUT ZED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SS ALUMINUM SHALL BE 60E3-TSANDBEAMINIMUM OF.100-THICK STFEL SMOSTOBEAMINIMUDAGRADES3MO . M THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEA4T.125• THICKAND ATS. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 Sp12 ANCHORS INTO WOOD MAY BE STEEL. 1" SS. OR 410 S.S. i2SX3.1N'XJ3u- MUUJON PRODUCT REVISED p1�1 g..1M Me FI➢Mla 6ulQnB Colo No34N➢. 17.0630.01 *. Np. 58105 E Wsl Tm0anG as TVDb DmD' Opethim mot oawllml}ell%aI1BImIDw,) croprilig HeIBMBwhoti TEp'brim Ia1D%6) mF o F ]am a wF Imh in NOF 1mF 2x4N25 N a Ia16f0 TbValr6 I q exlmPwf LmON TnMNal6 Imb' NNn . W4aW 1Np70o4 Lebo, wf4 . TrtMa•N Ind' xw bs09 TiMnlmp IuaNY ReM L 1N T Af WOFv R4WWI® bvat@ T4TIIns IuemV RnIVM4' baei9 ]IWbW waEnD neabWly kaa^B n. �111gla I ��Ia?pg 1pE 5158g$ ,1,§55ss $1$1 J55Rs $11 15a 11 gLobll $56ail a3 59 x�3Er QF Ima am IRO QO IAD ]4 Into 8Ie tm0 ]N IRO as ma an IRO e19 ima 1"H IT" at IA.o au Imo M IRO 1Ma tra0 oz 1Ro 'A! Imo !N ImD Ila I NF Imo ]oe Imo aN Iro.B m0 Im.o eN no.D 8a 1RmQvImoImno0 abl lrao la! nOD %r tm.a un rm0 !m lRo rsm IR.o ant IIOa Iey nva em 1A.0 3IDI mdaN noD ]u na0 IA IRA m! nav NI tA.o Iwo na.0 a!4 fma 11R no.o ]a nno ly! Imo' rQ Im.o Nw tmO ry nna nN IA.o Ra IAo R$ Imo TB tm.o aDl uF IAn r% IIOD a13 IA.e Bb 1Ra mt 1]O.o tll8 nnv R! Imo Lae na0 bm tiaa IIy nao mi IA➢ 1]N 1Ro e]a tmO tn! Imo tll into ml tmo eel tA.a mm rs0A 4! Im.O ]af Imo Im] TAD Rr t"a 12m IAA H4 IAD Iln IA.e vN IRO nat 1]a0 eM 1R0 Inl IRO IM IRD 31i5 %0.0 106] IA.D 3%e 1]OD Imt ime Iem mF 'I" em naa T4 Im ilia 1AD em lmo nm Im we MA 1aa1 IRO 103 into IN] nu bolo Imo Ila IRD Ala IRO ml Ina I14 Im.3 ay TAD IM r4.e my ®F1m0 %e IIOO ]N R.a Ta" imo Bm 17" IM INX IWl nn0 Ion IRO IOm IRo 1A] lA➢ Ila Imo IM 1Ro 1210 1R0 atv na0 IZA 151A 2W Too l= I. Na rzF nm tam 1Aa an IRo ma Imo let nab 11N naD nm Imo 11m Imo t-® Imo t]f] naa nu Ireo tab 1mD 1]% TKO %N naD uu IN.a %N Ima Iy] Im] %N Ima ISm Rh 17MO 1ln IA.O QI IRO 1318 1R0 Iwo f1A0 1410 17U tim 170.0 1Rl IRO I>a NSI 19m 1R.0 11a IN8 two IRo 1l9J 1R1 IPoo 1lIA 154 loll INO 1w.D 1m! aB Im 1Q.i fy1 mF IAa naI tmo b] +mfl u% +me u+e nob 1Cn no laao 1rab I4a 1me 1]it +ar le6l 1mD m. mA +®1 tRt "oo lu.e Teel ma un w2 1wI 1]]D IQv bs lbl m.i t41 WF 1A.0 Ime Oto Ila I0.1 IWI IMI IMI 1VA 1393 0 1]12M.11, HIS 111A ISp U1.3 Hn M IM IIW 119 MUS n91 101.1 IM] r4d AA 89.a 11a a.B f]p0 Rr 11M a!8 1]% AA +w0 Bob mA Im uu tCD Im 1a! Ia.0 10R Im] IaB lm %B Iw1 N.9 tav m.D taR >v IiP W I%e 9u na a] ml s] 1m 6SB 8n Kt t3a a.+ m] I b ImA %1 f%.1 @ bd %t ma @ ]lo v]I %1 aM @ N.1 %1 OI.1 la a" %1 . l.. all 811 Iv➢ ]m T.a BIT 8l0 T@ M4 8R 4d T]I IIIF 8L 0I8 m] @ nd Fv 11A 118 m.l vl9 818 QB RI 110 %8 R] IN %.T 810 !Id nb >]) Blv N.1 ]m N.1 818 I03 ]Q '8! etv ]I.1 mi IaN Rd Tm Re )Ie QB R6 Nd A! WA ]m l4 4A 6m n.v Tm NA er] m.] 11B N] wb >Id )m NA @ aD fm ]la NI bA ]N aA fill IMF Ri ele N] W ]G Dtl yD ew y3 lb 6Y e68 W 3l1 eN R] eA a.e Na a! ell Iva eb 18.6 NI 160 MO Il] 4! Il] Sb IL' 41 MchOrCe eat bN•tmv) 6Me Lw O'ertb ]!]Cmc XMcr C1Y FSIeaC .WI..at 4Ma MMarCYp PaWma AIHn NYE1beVNxm VfptaV@m NY Bm uearm 3'IBpIOUIt6m Vf b[oVbvtm +f1.99@ ABpeCm NYEItO Ylvlm Vrm pie A®1Nm rm 9M 9Vn(6'W 0291M 6tDo lCdl M91N eaw, FDmpIFmO r r avz sIR 1, 211' r 2-V7.' a slid o, 41T Ysr ramD.DlDaz 1sa• 14, wr +ar 1sr > I wr wr ulr a 1aY '5 Lai .am 2Mg1T®LI9 WItQGf 9xNeypP9 alBPlif gad ]mb L•Om mom 16Nb M. N N 9. wlb boom Xtb 4Mnm DBONF o.a ]smm% m c®lI1D imm rmm @m 14sm tQ4m uA msm uA MW.. omb IVb eb @m emm9ARtY]a1... QC/I= paid P1P]yid ab ]yid 1Dmm WA N4 Ila"WA WA WA!Mm I D ]mid ®m 15mm imSm WA Awb 7.. Wh IN2]e W20f .1.wl P 11n. rid imOm mtlm 1Wm NIA MWAWA 11QIM nam timid mmb I.. 1]ana I.. ]Abnn®I.w•WaOGlYC1 M0.12Y.Wn ffa NM WA NA WA WA WA NU MM WA WA NIA WANA WA HA WA NA WA WA 31 monoo TQm i13mNU ]Nlb NA bOm ILA wlb boom 1 bnm iam 9Ab %9m Not WA M. WA WA 2YA i11m 6wm 9mb FORMULA IT CAPACRYTABIE. NOTE FORTHEOFFSETQ-1P,USETHESAME WLHORPATTERNAN MA ORVALUEBASTHES]ANOARD . OWGLED VALUES ARE USED W THE IXMIR.EON SHEET24. FIGURE I: FIGURE2 FIGURE FM T. FIGURE4: • • TABLE NOTES, 1)SEEGENESHEET H ETIFOR RIIOTRUCTI NS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEET52.4 FOR • • • • S. FIGURES: FIGURE 6: • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE �23. HOLES TO BE ORLLEO IN SHOWN ARE NOT TO SCALE. FOR �CT DIMENSIONS. SEE UGGIRTEO, MULLION AND MUIONENSIONAL • • OE FIELD FOLLOWING RESTRICTIONS SHOWN ON 6HEETI M1 FIGURES SHOWWSS APRtOIWAE HOLE • • FIGURE7: FIGURES: FIGURES: FIGURE • • • 0: ANGLE CUP (TTGURESSSP) • MUST BE MFO IN FAIR& 4) SUBSTRATES: CONCRETE $HALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEO CONCRETE BLOOK UNIT (CMU) SHALL CONFORM TO ASTM"0. WOOD SHALL BE PRESSURE -TREATED YELLOWSOWHERN PWEWMAN SO OF0.55. ALUMINUMSHALLBE6 T5ANDBEAMINIMUM OF.f25'THIOC$TEEL$TUDS TO BEAMINBAUM GRADE 30 AN0.04S THIIX (1B GAME). STRUCTURALSTEELTO BEAT LEAST.125-THIGaANDA34 ALLANCHORS INTO METALSHALL IX DAT LFAST3SCREW THREADS BEYOND THE MATERIAL. 010 5,12 ANCHORS INTO WOODMAY BESTEEL 1M S.S.OR410 S.S. a1�j 04 El a m = to 2 y ' Z~Z J J Q � A F �NZ LO�YlI ad oN S n eOe N � O y 7 N 0 Z'� 0 0 NT FORNUTA E� m E�� THE•ANCHOR PRODUCT REVISED PONDWGTOAN A cempl O99 wia fiep41OP eI M• Florida ENTFORTHE HAN THE MUWN NOA.N0. 17-0630.01 IFTHESELECIFD Eapim6oO Data 0512612021 UMANCHOR I TO QUALIFY By F- 111. M4m1 Fro N , On b 2000' I . rrz v ND.68]OS X6a.35 MTDb! MUDAD mN a 1k 1 la h � $� mat ..0 11b 1]OP 15M Im.O IJm 1m0 tOJa 1m.0 MpJ VaD 31H 1m.0 Im N0.0 SJBI Imo 111 t]OA Elea N0.0 1%8 d0.a JIJO ImD nE IY.O 1{11 t10A ITT 1mA IRO 1m.0 too, tMo on Ino IED I"a =7 170.0 nW Im0 HW 1m0 1H3 Im.O Ma 110.0 ONE11.1 iv60 one 'Me S]H NO., 1sN 1m0 tbv Imo 1%J Im.O IM Im.O SAI Vol) lam 1m.a H5a 1W.a Hat I".a on, In.O 1m1 Ib.J SNI .79 ]A] I To Smt - 961 IMA tam ImA lIN 1mA 1RJ Imo 1RR 1I40 2 M 1m8 na 1m.0 SIt 1m0 311a ISLa mat ItlJ 3Ns 1JJA 'dm Na.1 Y[IO 116J H32 4AA SIB( W.A 1nl 1mA 15N ImA ma Im.B tam teal Mat uaa To.-,m.1 I3m N14 1AH Im1 32m ID3 hat 1-I 3M3 Nu lw6 all 23m eA.A tan T.2 5: tsw late IW ta3 t#1 1mI IIH Ja1 IJM Ms N% ]I 1`A1 ee.] Nol enJ 1J% R3 Nn .a lRI av] IJH 'Elt5J1 Y.O flJ0 Ia] TABLE 13B nenaca a41 Taele lea F@NCA1U pT V(WO N!W 61aaYW: 2h WnceM1 15kfcM. HNaa- 1H66Ete dm•Fm 114.68 M. NO6btl vm94N /1]WM Typ: d1a•EINIe-m V, Ste UR¢m dlf r EbF.e 61d Em-Vaea. 11P EUa,Neern AMNe, M.. a,,MNml a- ON) se-051 6Neelow P]elw pncha CTD PeOema M 1• O.IT O.M 0. Camp..acat _ 1 EI? P 24W 11A' 1• R4R' 11' I.1/1' 4Vf S 131f IJIa' 'mlee EiMebveY lyy Yy1• V]N• I., T 1-1/e' 1-111' LIN' N ]IUIm aN IN eNw slam+ ail IN Wlm amw z Mlnm ®a.]s Wv nc/ ea No%Ncup EW.1A31: 3M 0o ]aYm• 1NP ]Nmv IAOIGt aL 6e 3Ee uo me 3eolm Note S601Ee WA a<ama zuw iNme NeoIN WA 1WSIN laelb WA 13tt IM WA iN]Im NIA]0.]IM 8A3he NAIN Howe 2M`N 3HmNaIANMGYNnnCI IplieNn ®a6f MIT nCI6NMN(a0mtl1 WGIFo. 3F EN¢M1m A91.1T Mh 0.C/Sdnaea WONN/Cpp 6k.4 11Naa HNIb MEN ]NPv 1%OI% WP Ov A d J-A YOOa SNW NIA INb ]IA IN N%mtAmlm M' Wlb 96a]6L1% AKIN »Nb 1MftBAmM1n®an./D1An15A1N11NmeNNmv1]N6!3NAUe11ANMn®IS'Nu DI3a0NON qP ID'p. bi n6/p]3JNON0ael 6i 1ANIM 31fOIN 1NO ma WAWAWA !YA WA WA WA WA WA IAArcMvD0.N'MInC.11ldV.Nm.1W 1.Nno.1H'NaaF41t WA WA WA WA WA WA WA MI. Alun.610. ak WA WA WA AmIN WP lbmam01bWq WA WAamW __.__ .. _.. ......n..orunn vni ucc eeiuc WA Im lm RAMIIARO CLIP. RGt01E 1: FIGURE 2 FIGURER a .GORE 9: / / TOURER` F�B: .G �.G i J FIGURES: F FIG CEO FIE111102(FIGURES 6-]) WIMSE USED IN PAIRB. 1WN NJ 1163 2 1m.0 1161 R0 1H0 3169 1'J61 mH n1 OLT AN 10.0 3IN IH NA Dom IN.a Me D5 67. Hu au Not WS A9.1 IEN bA 12U WA WA WA WA WA WA WA IHl ma JN me IiOW 9 aaAlOa Bl9 a+ N11b Wlb �m WA NIOa WA WA WA AW Im PNIaI 113a ma 250" TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION MO MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXAGT DIMENSIONS, SEE SHEETS 21-2a HOLES TO BE DROm LIN THE FIELD FOLLOWOIG OIMENSIONALRESTRIOTONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI NI SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SNALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSIM6TREATEO YELLOW SOUTHERN PINE WITH AN SOOFO.55, ALUMINUM SHALL BE W63-T5MIDBEAMINIMOM OF.125• THICK STEM STUDS TO BE A MINIMUM GRADE 33 ANO.DE5-THICK (18 GAUGE4 STRUCTURAL STEEL TO BEAT LEAST.125'THICKAND A36. ALLANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW 246'E25' THREADS BEYOND THE MATERWL.P106tt12 ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR 410 S.S. MUUION PRODUYYCTw 9I E11NVISED B➢IIBInB Cem➢0Oa NaA-xo. 17-060830.0.01 Caplmuon Date OSMG/2021 It, No. 58705 YT 47uee MOBm 55 2B 9� 4S E� 3A s�likli@I�n"I� vlD•Emuosm � wFnovaram Mr4rprOPo PPBeme FIGURE ANGLE CLIP MUST BE USED IN PAIRS M,PEaoumxM � vrLT<euevrm TABLENOTES' SEESHEETS ESETI FOR FOR INSTRUCTIONS TRUC IONSTON USING INN MTHE TA13�MO SHEET25 FOR INFORMATION ON LOADING. 2) LINEAR INTERFOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION ANO MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLE. TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET.21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. e) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION.. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G D. WOOD SHA113E PRESSUR6TREATED YELLOW SOUTHERN FINE WITH AN SG OF OSS. ALUMINUM SHALL BESOB,W AND BE A MINIMUM OF.125 THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.045'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.THICK 126' A36. ALL ANCHORS METAL SRE EXTEID ATLEAST 109SSCREW THREADS BEYOND THEAL RIU PRODUCT REVISED p1ytog vnm m° nn.len 6u...... DPtlp NOA-NO. 17A03O.O1 Gpinmw. v.to 0512612O21 BY Minot a Pmeuc Con no * ! NO.58705 L. *t ra 1 TABLE IFLA Duman GpwMT•bta sllf Gp•I1BIQ WiSN (IarwNlaOyapalilG nlPwru)orOpmBry HeiBhll�)nfimte5l6pWillp 1%h e� � ��g In150vR) 1WN Lo mill t10t 1mN IarNO mN IenSro, 11� laaA'pf WF ��� la•1n0 s�a mLwWgY mh laean3 glim WlolM�ipf m% WaaryYf min ]hb �. FfumN*B^o. JM� Wb WF 10N tIIF g0.0 Imn 1m0 R0.0RIINI IIW 7 IIOA ml mA 11} aM ]R 8R BID w rW i59 Em IA 'mt Sm +m.a 11P0 tmd 1ma +m0 Uld 1]0.1 In, i1.1 6S, ad a9] 1a ro! eR 1% 1t5 m1 w $5r w W nR no +Ion Im0 1m.B imB Imn 111I %.e na n1 ILB LA i20 ru SY rm tml 1118 eW rW n0 IB! w Slo tm• 1m0 1raB +m0 +RO 1m.e IMO 1WA Bal 83a 614 Sl' nv m B]I w rT 890 111 rN R8 B11 IBI UO NI m rta.e IISO IrAa +Rd +Sa3 f,, 1oa8 e5d iLt elb LL'1 8e n] eae em WN me IIle 11n 1W em iR I5a 6n 10 EBI am 1m.B Rao Ino RnB Rn0 16eA 1Md Ins Ba] no dd MJ 31.1 no me w nN ]u m us ml nl E8a BN IB] a1 a12 a0 tmd Imd Imn Iron lbt Im. IN] n0 H.e m3 15.1 R.1 MI x0 Bn H, Ilm 12m fate I'm1198llmIItJa!a Id8 w+WO 1Po8a989n!I%il]RStB8 ]a0 n5] as a0 TO lmo Im.O Imd Imo fm0 1A1 m.1 189 "A - zS] nv WI 1a em BdRletnl%eHOd Bm TLIl3 -El a5 In e]r >e Iran IraO Ime 1mA t01d %.5 01 ila no StA +%a 1Bm 1]I6 nm IB4 Bm ifi0 8W 10 a% am +ma In' 1r50 1m.B 1aa1 and m.B H.4 So NJ 'dd m w }11 RI w n3 RS Im 415 an %e Iro.a In. 1U1 tlaa +OLI BI.1 m.l SLI A.+ 39.i mB la] my 1417 1W +m 1%! Rm Id! w I5a •+m l95 591 RO tmo Imo 1180 Rao fm1BNBIAINe 1%Sn9Rd 118e nB' n) IYB SI] Yal 'Re m n0 Im ese 890 )W eM IW 8W iae SR tmB +m] IAJ +>vI>m 1n3 !0.Im0 1a] ]Q0� IU tIA lea HeaImaSnnB.B t5E iHa Ilm tda IW 1m mJ lY 91 im Ime Im.a RaJ 11n1%a 1afi1 tml ea.l 59.1 m] N.f IB.1 tat w1r01 ]So eat R1ml11m1maROee] RI m1 691 19] IW III >0 111] infnR n5ISIe R] a.e a9d m.9 2f] II.B m5 t5II 1Hl 1W ma In !® Ia1 l% 1m.a im.o 1m0 Imn 1KI iPo3 811 mJ ala Sne II.a u+ w rY nlBa] %a %a 819 Sm M9 301 5+! t1a1 flIJ 1020 mtI%e el.l aiA N.8 9d 10.E RW lsrl 11p RW %m 1de 1Po i50 W IW Imo +mo 1m0 +mo llal 1xn] Im] mA B1n no al.e IS.a eNRa.m5RPOeNmBa!aro.0eGtiB.O rNm1 ®+ %a w m0 eR aA0 W 10n Imm We m1 mJ nv MS art Nn id N.r mr as w lB.o an 1BJ 2m +ne mr rtJ m IMM 11A IIO 17.0 ma wnunf ceoacrn ehm TABL B MchorG cl TBbISbs ]5r Cane N .0 WSB Ete 6T .170 FNMdfiI Pi %aSW Wxa al]6. Mtrl %SSIeG 5Wb4 2n Cm+.lele Ym EtalAson IM EMUnrm ln6 Efn Yt%EYn1P+m III•Eln Uasm AaPaOrt+ Idsvl AmmIG51 Eucf mS) 6utw (G% ,'yfv Mellor COp PBOdm• 1' S1? Wf0 }LT 1' TV]' 1• 2Vl S }VS S ab nd' Egj aMk ?Vi• Y;L : 4f1! 1-V1' 41/1` +-W' I.W INa' B' tYd i1Po' Vda Emblib8 IYI• 1JV• W1• 13•' 1]W Px NOb RW IEx JN aC ]IOtx ]]I Ba Tb Ff Wb WIY SW of EMLttlr®5•M0.nA/ IBrSAWb Lqe /pll.lk aIDA wd a•AYa Em9n Wa PRStf NOler wW WA I+nlb ]N SY m]Da IB%M dSler MS. VV" 11WBf a MMf®SS MIn O.GIRILSA'pb %p/ .'C imb ]Wd ]W Wf 10m WA 10BM NIA tID]b+ WA ]OR Rm IRIS twb FIE] FIGURE 2: • FIGURES • • • m ANGLE CLIP (FIGURES 1.3) MUSTBE USED IN PAIRS TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 MR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WWHS 0ALLCWABLE 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS- d) SUBSTWaTE3: CONCRETE SHALLCONFORM TO AV WI SPEC61GTKlNS. HOLLOW AND GROUTfLLLFD CONCRETE BLOCK UNR (OMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SWILL BE 6063T6 AND BE A WNWUM OF.127 THICK STEEL STUDS TO SEA MINIMUM GRACE 33 PND A45-THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT LEAST.I2C THICK AND A36. ALL ANCHORS IWO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL JIO eR12ANCHORS IWO WOOD MAY BE STEEL, 1"S.S. OR 410 S.S. 30. MY MULLION un w.e,�,� =PNCHOR CAP. iLLION CAP.,e,.. RMlMTO OBTAIN THE•ANCHOR -0UIRECORRE GTOAN MUREREQUIREMENTIFORTHE HENRISWERTHNNTHEMUL ION ROMTHETABLE)OFTHESELECTED WILL YIEDAMINIMUMACHOR Y K W N F O Q m 2 O PRODUCT REVISED AS conelyIN WIN No Mad" NOA-Nn. 17-0630.01 E plmOan Sol. 05/2612021 B Myaml-Y nPm ue5 onem .A. No. 58705 TABLE IBA MuNonC a Tmb SA{ us•ae OpuNnB WIOw 0svD10caJhepNrl\G mNwu or OPvNnB HBtehl (hr]o0roNarylpmAr0 l gaTTnN. +wn m155aA) 9flRwWv tmm ��N 9T0. N�p IAW Tamo; 1wM WasP �S�,$ y dgBArRuu $8 ILLnlanpG• 'S +wn g kINo MCI.TWa 1°mwD wm TlVllle& I^Nq Ih+v4tr Lee1"0 wn TnPnnaiD IsfnDpp 11eBm01• 9gtmNq mm hNTB••. IOM{$O' ImlhD wH n T v $$ wH n W. Y' el aN mpy01 Nm wF OH { w01 g8 JIN aJ MN S mq WN bin login 1111n fAN Imn va0 +Ry Imo +)n0 non fR0 IeIA IA,1 Illt ¢l w3 119 N.t ]1A rm )a Tv w5 DA 0{ IM0 QM 01 6N 50 NO 1:3 3O IR.O +mD 1R0 +m.o ImB IRD 1R0 1wP IISA 1CA 0l1 R.1 ®➢ a1.0 31A ns v1 Se] en. m1 1N 7b Sn mr RI 6)1 wl Log ]95 91 no.o Imo I.D +mD Imn Im.O 1m.0 tNA ILIA PAA O.D XB b.D !AB MI' rN 650 ePo Dw 16] 111e 11W iw0 8® Q0 NB \ID N0 I8 NI +m0 Imo 1"0 nB.o tm0 Imo im0 WA 14.0 1113 YLt 541 N] T0 M0 Im 6L vt eN m 0w 66t BW Tm m! w1 w9 199 fW YA GOA Pm ImD non LroO 109 xM 1ma w+ Sae Sflt NI !G] ]1.6 rU Me OII teN 1ne nw 13n I1Po iN0 Bm BBt GB 6w N0 w] 3w Imo au +r0.n +mo 1m0 1160 Iw] 192 Iw.\ 0D B33 31.1 ]iT ]23 mA Sw ew SBI m{ !re B10 w5 W )w m 01 NI m] !0 91 n0.0 1m0 Imo 110.0 lnA tYl] 1'B.0 INA 6SD mA 61.1 IrA ffi0 3rA 31A vII n]I n03 13m 1b9 nR 11w 1810 QG 01 N0 N9 3'tlM1w]3l!35m3ID! SI 1m0 tm.0 1m0 1m.o tm0 1xA 1OA INA DB2 Sm 581 NA 31.7 RA MD 681 m w! DN 9w WS 0B 118 )I] 515 N] W 3n trM1O non nB.a Im.D +]0.) 1Ri 115A e0e m] RO N.0 ])P 36.0 1D1 n+e I= +w NN bw INI 11G0 1m0 Qw wt eN !SS N0 W +me Im.O tm0 Im.o um- I= 1]i3 -IRA 00.3 e1.0 wA 11A AS W] v1 w) rN wT PoB NO, 03e elr me m] wi IR 03 ]I] 1m0 +R.0 +mo +v2 +a) 114 IO.D w.e' w.1 0.8 MA N.1 A0 =1 IT] +H0 Im Iw1 uss IN0 1A1 Ilw 1010 iR w1 NB Jd N9 CS YI ING Im9 1me Imo +0s IN] I'AI Dll w! )51 11.0 ]tl ]61 3W 161 ul Bw rm em ax D33 BL e9 r39 091 SID Im AMT +mn Im.r INA tM] 10A No Be.B el] n] w0 3l3 rll +we I07 nO t1a tSOB Ir0.0 Imo n0.0 nrno s+ mo Imo la] IR! twT +m0 +m0 41 GO w0.s lMO 15n 1w1 nn0 tm0 41 w0 TO IMI 1W ImA r50 1m1 wl uo.e AN Ima wi Rn Nv nao BN 4Si.1 G!! Ws +36 6i.+ 90 Tea n19 16i.1 !ex nn t1w 1%0 Dw B01 NB 6w I= 1103 WA r1.1 0.1 113 ]LI ON w! EDT )IB 01 B10 1W MA 711 w.T' 19.1 w.l AS 3U 15• nn IIPo 1010 DX wl N0 w] 6] IAr 118.1 VA T] 01.5 983 w9 ad Dn lPo )10 w5 311 N3 W ]lA wA w.3 12B ]A1 35A 31] tln llw 1%0 mJ w1 615 '� 1]!) 1161 01.r Re 0) '.6! R] 0]! eO 1B9 MB em w) N] 1NM M] 3]! m.1 A! LO T+] 1r.1 3w _ ANCHOR CAPACffY ADJU �YI e•Glollsm va•EkoIOST I•]� 111PGkeI3Csm yr Ecel3BNm '�Sybl�uVsm I A0iH��6mr•w3f B43awm�8Cw1a1) AABhw02p P300Re FIGURES, 1 MIGLE CUP (FIGURES 14) MUST BE USED W PAIRS. TABLENOTFS: t)SEE SHEET 1 FOP INSTRUCTIONS ON USING THETASLEB AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHOOS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS AUOWABIE. J) UUIlION ANDMULLION CUPS SHOWN ARE NOTTO SCALE. FOR E]NCT ONENSIONS, SEE SHEETS 21.n HOLES TO BE DRILLED w THE FIELD FOLLOWING DIMENSIONAL RF9TRICTION395gWN ON 9HEEr92/-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. A) SUBSTRATE£ CCNCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT--Fn I m CONCRETE BLOCK MR (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF on. ALUMINUM SHAu BE BIGSTS AND BE A MINIMUM OFA1 THICK. ST STUDS TO BE A MINIMUM GRADE 33 ANDAIS THICK(18 GAPE). 9TRUCTIRN. STEELTO BEAT THEE MATERULL. 0106012ANCHOR9 INTO WOOD MA BESTEM-IM B.S.O 40 9CREW THREAD50EYOi'ID .S PRODUCT REVISED m cpmplYinS9 ]rIN the iIOHBa BVOSing C•Ee 170630.01 xaw-no. Eyinuon Dag 05MG12021 No. SL708 I-1.00D^ti H-1.zso•-1 .12s' .,zs• CW 312V 3.188' 2.]50• 2.I50• .126' ,125' .,2s J- 2„S 2WR 20W ]fiS 1 zr .126' 3]b' 375' T• r i i r '—p T I 1 .900' I 1'%T%.12S NULLAN t•Xr XmWMuWON ,•x2T6•x3]SMODRIN 1•%2T6X46P NULlAN 1•X0.,2SX.SMUW0.N 1Y6'%1168'%CBS MUILXW 12WX211'X.12TMULIXw 608376AWM. 606370ALUM. 60B3TGAW1A B0B1Tfi AUM 6 T6AGM 606 76AUM 606'YTeAWM %SECTION 14SECTION %SECTION XSECTON kSECTON X+SECRON X3ELTON 375' MA .375 MIN. IN mis'! ----------- ...................... r—_—___— I L_ J STANDARD CLIP 6060,T6 ALVM TOMEW OFFSETCL Sm."AWM Tcsl ft E I 930'MW A I IFCLP e0esTe ALUM TowlEw CENTER OFANCHON HOLE MUSTUE BURIN TIE SASHED BOUNDARY. SEE 'HEETS&VIFORTHE ANCHOR O.G 06T7.4CEOIS ANCHOR NOI.P 0"UER-InW. R DMMETE0. � 1115. IX5IWGfECtID 606ST6AVNL 2000' XSELTON 3TS MW. H 2%S AND LE CLIP 606t•T.AUM. TOwIEW LEMER 6FANLHDR ROLEHEET L@WIORTFEE ANCHED�U.DIST SEESNEETMAKCORTNE ANCRORO.C.DISTANCE.A44"57ER'LHOR HOLE OIANETER: ANCHOR DIAMETER• llIC. Mull Dlme"011(sDeatll) PGT PeR0 MMllon SW.CIip DBmt Clip U.Clip An8lo Clip 1°XTX.12S(5) 36565 60113M 66011IBM 666243M 666511M 1'%TX.3W(6) BEE006 M114M 686111BM 660244M BSB512M 1°X2.75°X.37S(7) 66807 6E8115M 6681120M 666245M 66E513M 1•X2.7SX.SSV(8) 6E60B 68B11BM 6661121M 666246M M514M 7°XG125'%.50P (B) 66937M 6861118M 6661114M fi66242M 666516M 1.25'XVWX.26S'(I2) E6641M 6WI117M M01113M W6241M 666516M 1TFX211'X.12S(18) 6D7]0 WA WA WA 66BSt7M NOTES ,) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETSS9. 12616 FORSUGGESTED. N RO%IMATEHOIELDCATIONS 3 ANCHORO.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, TART F A Dimension VRlua (In) For Mullion: Aluminum Tlma Mullion B 2.850 C 0.895 D 0.740 A 1.125 P XT X.375° aunnin. Tuba Mullion B 2.404 C O.G15 D 0.480 A . P X27S° % .375AMNnum nbe MMllon B 3.000 W C 0.757 D 1.118 A 1.312 V X2.7W X .650• Ahm nu n Tube MUD. B 36= C O 476 D 0.696 A 2.000 1• X3.,25' x .6001AMm Tuba Mull B 2837 C D 0.663 ,.137 A 2.05 ,. Aim 265' X.285' 6u Taco Mull B 3.262 c D 0.882 1.762 A 1.813 tss xz.1r .121°Alum Tube Mull PRODUCT REVISED pl>Inpwith the Revlon Bailin., CeEa NOA-No 17-0630.01 Eepim0ee Dam 0512612021 B miam -.eot con .e * i No. 687O5 2 s s 's s OF or li 4. s 5 s s milEta Iw .125'i,,,,,,,,,,,, s,,I In T X4'X A2Y r . .mu MULHON MULLION 8 TBALUM emB lreNLM XSE(m)N %SECTION IYSXMVXAW 126•X03SX.620 M 014 MULLION 600ST6N.UM BOOSEM M %SECRON %SECDIX2 1•X4• ssoB•W{ •T•.MUMION BX8 l CIRNERETD 3TS Y12S--�_DItFAIEFAw, .B]5• TTm1UM. %SECTION MM I OETPLF,SHEET4 1mw I r_______� r_______� I I I I I I I I I I I I I I 3�, I I I I I I I 'aLI j I I I .624• f STANDARDCUP CENIEROFANCHORHOLEMVSTLIE 6WB T9ALUM. TOFVIEW c.—w ^H 920• H THEDASIIwEwIRWRY.SEE I] X39PXb2P 611EETSIbI7FORTHEANCH0R0.C. M"m g6TANCEMN@AUMANCHORHom BOOSTBALUM. �iuMETER: ANCHOR DIMdETER• INS. XSECTION .3T8' MIN. Ir � 1 I 1 I .tu• .125 44 2.250' 1 30• 3.26.45•BAV MULLNXI I �5P 30•uAV MULLION 6WSTcmN B08MMN I / )LSELTN)N JBSECTION 1 r I S2B']--.BB1•-� y6•J—.991•-� NOTES: 1) HOLES TO BE DRLLLED IN THE FIELD FOLLOWING DIMENSN)NAL RESTRICTIONS ENEN ON TMS SHEET. 2) SEE SMEET910. 11. IS16. 19120 FOR SUGGESTED. APPROXIMATE HOLE LOCAT)ONS. 3) SEE SHEETS 2<FOR GENERPL INSTNlATION METHODS. I I I I H I G _ _ orTSETLLw CO83TBKUM TDPnEw .377 CENTEROF ANCHORHOLE I WSTLLEWITHIN THENDARY. BOUNDARV.SFE SHEET9161] f ANCH(M ANLHORO.C. DISTANCE mcmR I ANCI'OR HIXE Mr. UCOp 8083-TBALUM TOMEN Teo, c C CnM Olmenalon Vella (Inl Fpt Muumn: Oimemlpn On) Vel%2075 Fat Mulllpn: A6B] 1• C% .125• N.I. ewiffm0 I.25• 1 X.B24' NMNrv9nI Nue MUBlOnFMu O H 1.OW 2680 2000 8 1°%PX .WS At.h . Ti .&B 6 E 1.26•X3.94" X.B2P2430 At nSWD TU M.IbnF M76T 0 0 22W 1Y5•X326°B X.10P NM,un The, MiSb,l 90•ee maO D]50 1.6W 48• Mid 2250 _MWIVIA.. pn (sale) FUTP.dv Mullion sw.elip osVtcu,j u.cup M01e Cap r xc X.IW 110) ®3M saalm .11= SM41M N9516M SHi) MMO 066112M 61121M ISM Dt) () %2%.2U4) 1.'1%•I3%P06P P8B69 2R 20B1R16 M 00M 7811M SallM M1124M 8112 M9821MB615 SmIna1 6024M 1pfi612WX2X. 1M 11M 118M .9(T1z I112 IIWM BBMMSM1M8881]M1YX2PX4(16) 4W6B688 9)1 WA A A 110M 00X.ee%.pp3n.]mn5e' WaBaW 6866111M PRODUCTREVISED BVDAn'glCaOs IU M. F—Ift NDA-Na. 17-0870.07 .. N 11\111111I// • •" .......... �s ` o\\A UOENB•�C/Pi I i O * No.3B)0.5 ",""O1N'AL E 0. LYN.4 MILLER,RE Mull0lmelWon (Wloal� POT PeM1f Mullion Std. Clip UClip Angle CHIP r XP X.2 B)' 66602 666261M 666. 6005113.1 2'%6'%.25'(17) 66601 1 666262M I 666272M 6665113M NOTES: 1) HOLES TO BE ORA I MIN THEF8:L0 FOLLOWING DIMENSIONAL NFSTWCRONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1617 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2DW .37V MIN. �O' .250° ULLI YX0•%3S MON 66 78ALUM. 0.2350' %3ECTIgN 1--2000°-j 6.( V r Xa'X]S MUWON 6663T6 aua %SECTION STANOARDCLIP 605ST6AWM. %SECTION L RND ET0 cREATEF-0.IP, ra]S SEE DEfABF. MIN. 6MEET1_- 1 I -I I i I I STANDARUCLP 8053T6AWM E TOMEW 3TV r MIN. �_____ __ I ' I ' I I I ______ I I I _______i I I I I I I I I I I I I I I I Ll I I I 5.4 6TANDARO CLIP M TOPMW TOPNEW uCLIP r 2X5ANGLECUP SM&PIM.W. I 6%SECTION 2135'IJT XSE m 20I00'L.125 L 2S 5 nn0• A>R• q . d430° I cE,RFA f r S.Q36' I U LIP 606 T6A1UM. USED FOR T X 6° MIAL DN SHEEf 17 TOPV EW WANOLECLIP 6W31EALIIM. TOPM6W PRODUCT REVISED pl ine -Hh LNe Rl dd. BPDein9 �eae 17.0630.01 N06Na expiation a a1 5/26/2021 B MYam va uc en ro E%AMPLB ,SNGLE VERThM-MULUON SEE 6FP FDIEmunw IfrTA15, P0.tlUGi 6MPET9 AlsnwAt 2a 4 4 xa NONIG011] m WIWOW BILL ]Y ]T�f--MOM EXAMPLE 2: MULTIPLE MU IONS THE BUILOINGSUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/e.UE OPENING REOUIRESA DESIGN PREESUHE Ur •eu.wropx ran REFERFNCMCSNEET29,T1E COLUMN USING 1) INRWlYASUMM0 TWLTA P WIDE MULLION IS SUITABLE,THE MULLION LEN(0H ISTT AND THE OPEMNG W DTH IS 02•32+1'-W. RECTANGULAR LAMING MUSE BE USED. SCIW THE MULLION TABLES MR AMULLIONMATIS AT LFA WE WIMDONIMAME DEPTH OF2-1A-ARDWILLMETM FXCEEO THE :REQUIRED CA DESIGN PRESSURE OF •80.OF60.O FEF.IFWETABLECCES NOT WOW WEE%ACTSt&, USEME NE%f LAR(£RSDEAVAILABLE PR FROMTABLE 3A SHEET T, THE 1'X 2.Tb' %.3T6' MULLION (LENGTH=T2, OPENING WOM -701 MEETSTHE DEPTH REQUIRED. HOWEVERTHE DESIGN PRESSURE IS+ASBB PSFAND WOULD 1 � k NOT BE SUITABLE FOR THIS PLICATION. AP Y E 4A SHEET 8, THE V X2.T5'%.bW MULLION (LBNGW. Ti-, OPENING WDTH=TO) HASADESIN PRESSURE OF+4T27 PSFWHICH EXCEEDS THE REQUIREMENTS FOR THE FROMTABLE OPENING AND MAY BE USED WTHIS APPLICATION, NOTEME A,GHORCAPA RECUIREDCF M LES 2)USETABLE4BTOFlNDT MCHORTYPEMCHORQURT ANYANOCLIPTYPEREOUIREDFORWEWOODSUBSTRATEBO WE STANDMOCUP WITH (4)412ANCHORSAND THE 2J01 OF BSS LBS.TH000H EITHER ONE COULD BE USEDTHE STANDARD CLIP IS EASIERTO INSTALL. N ZO TyU N3 ANGLE CLIPS WITH (4)012 MWORS HAVEA CAPACITY B)VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTSUSED WTIH THIS MULLION SYSTEM. WELOWER DESIGN PRESSURE, OF UJUUONS OR FENESTRATION PRODUCTS,WILL TIE MULUONANDWE FENESTRATION PRODUCT BE INSTALLED IN ACCORGNCEWITH THE J m APPLYTOME OVERA SSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH MONSIWORESPECTIVESUBSTRATESANDFENESTRATONMODUCTSTOMUWOM � INSTALLATONSPEwtI IN THIS EXAMPLE,TME OESIN PRESSURE REQUIRED WM •/410.0 PSF.THEOVERA.L MULLION SYBTEMWAB OETERMINEDTO BETZ.T PSF WRMPNANCMOft CAPP1]Tl'OF IUBtB3. PLTF0.tUTNEiV,So HAVE BEEN USMTOCACULATE THEANWORCAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: W o THEANNORCAPA ADJUSTMENTFORMULACOULD (60PSF)%B36L8S 'U4.9LBS (MAYBEUSF_OTOQUALIF VIOSTMSCREWSFROMTMLE43) �72l Z PSF � F THE BUILDING SUBSTRATE IS RNOMM BE CMU OHMS JAMSSMD USES ACNCRETE HE HAND SBL WENT WFRAME DEPTH IS 23 .TILE OPENWG RECU6IESA -I � OSIGN PRESSUPE OF HO.NdSOP3F. FORTHEVERTCALMUWON:____.__...._.....__.....................ee,.-..ae•.r.»•cPFrnPN[MGSHEET25. 4 Z MEET OR EXCEED THE REQUIRED DESIGN PRE FROIATABLE3A,SHEET7 WE SUITABLE F AP X2.75' 11-MULLION (LENGTH a 1DB- OPENING WIDTH ^ Sol MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGNPRESSURE IS+A1111 PEP AND WOULD NOT BE SHEET EEO' EMULILGN ILENOTETHEAN PENINGWDW RE �IASAB PF1NPRESSURE OF•Jb1.T PSF WHICH EXCEE05ME R UIREMENT6 FORTHEOPENINGMUMAY FUSED M BEMUSE IT IS ASSUINEo.V lFYTNATOTMTHATTHE H MSI NPRE SUREMULLION TISSTILLAPPLM.ABLEFORTHEMJUSTEOOPENINO.ALWE TNELYMEWINDOWWIDTHSMAYDEREDUCEDMM WAN THE T3' DIMENSION (B41(!•+25-VL'•T=TB'). 2)USE TABLE 12B TO FIND THEANCNOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE 6UBSTRATE.IN THIS EX/04PLEM6LMETHE POURED CONCRETEHFADMMOSILLABEB'WIDEWT EMULUONCLIPWERETOSECENTEREDWRHINTHEB'.MCACA MMU BEBETOFO�MA MJ EFSASTFNER9EDDGGEDISTANCE. FORTHEHORMOWALMULUONS: BECAUSE THE VERTICAL MULLWILL SE A2'%4' X.2W MULLION.INTHIS EWJAPLE WE WILL MMTCHTHE HOMOWALM'D VEWICALMUWGNS, ALTERNATIVELY.MOTHER MULl10 N TYPE CO IlLO BE I]IOBE W LISED.hHVM Iwtc lu.. ancc.....nc. n+ ••.�... ... .-.. VpLia - MQUIREMENTSFORMEOPENINGANDMAVEEUSEOINTHISAPPLIGTION.NOTE THEMCHOR CMACT'REQUIRED OF 3 2) USE TABLE 12BTO FIND THEARCHOR TYPE, ANCHOR QUANTITY AND CLIPTYPE REQUIRED FORTHE GNU SUBBTRATE.IN THIS F_NAMFLE,ASUMEME CMU JAM&9ARE W (I)M FTHE MN WORSATM BE CE STM WNNWTHEE'•CAREMORTBETANETt TO MAViTANTHE FASTENERSEWEDISTANCE UANGTRE 2NBANGIECUPSVAi11 (4) GH6'ULTRACONANNORS ATAN EW E OISTPNCE OF 1-GIVES AN ANNOR LAPAGTt' OF Y10lBS W111W IS GREATER PND THEREFORE SURABLE,F00.THEREQUIRFD ANCHORQAP OFMLBS THE MILE PRODUCT REVISED NOjA,ptIn wNH the Flodda NB i d° TT-0630.0T MOA N0. E]Pirotion Cato051262021 6 B mYpm Be ro uee een m S a z No. 58705 FROLIMEMOVEMM.WRMULUONOESINPRESSUR M 'A '. ", +/•IM.I PSF FROMTHEVERTGLLMULIION; N-1T0.0 PSF FROM WES, HORIZONTAL MUWONATTACHWGTO CMU; MULLION ATTACMNGTOME VERTGJ. MUWONBNTEREECTI010' O �0'• ATE f ,.�•�� �'O(O' 11MIDN .C�(U� VV +/-170.0 PEP FROM THE WHORIZONTAL THE LOWEST DESIGN PRESSURE IS H.84A PEP AND WOULD APPLY TO ALL OF ME MUWONS S •"••.... •.' 0 11 40.S VERIFY WE DESIGN PRESSTIRE OF THE FENESTRATON PRODUCTS USED"''" THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE OF MULLIONS ORFENES'RtATION MUU=TO WE FENESTRATION PRODULTBE INSTPILEOW M e�11 P� TN I Ltl PRODUCTS, WBLAPPLY(Na OVE SPESFAIBLY. St DESIGNPRE6511REREOVIREBTIIATTHEBOMN PCCOROANCEWITH THE INSTAWTN SPECIFIGTINSINTO REBPEGTIYE 311BSTPATESMOFENESTRATION PRODUCBTO MIIWON. U FL P.E.#5870D F IkESOF REOfM VRLOFDING: LONGING OFVERTICALMUIXR SRL OF WINBOWS NOTMICHORED LOADWD OF VERTIUl MULLION SiLOF WINDOWS NOTANCHOREO 11 -W oil // II Ito II / II LOADMGOFVEFOIOMMkAU N WRN INIERSECTWG HORRONTALMUWOFE LOAGINO OF HO WZO W AL AN WM WfM INTERSEOTINO VERTGV.MUWON —� LONGING OF VEPGIC/U. MULWN FANEL OF HINGBBOOORISNOTCAPTUREDORANOHORED WITH LOADINGOFVERTICN. MU N E APLESOFT-UOIDALRRIANGU LOADING: LOADINGOFHOW7 WN MULLWI LOADING OF VERROALMIIWON �tl '8yoea FINy ry y KZ d O Y Y $� O G ¢ O O Z -O x SWDH S � ���� 4� PRODUCT REVISED fMIn aDOvtiv�ath.FWIft NOBuAE7-0630.01 E.Pin6 . o.w 0526/2021 LOADING OF HORIZOWA B MULLION Miv eProtluuL onVe NOSE 1) DRAWINGSARE RMES ENTATIO NS OF TYPICAL Pvf WNFIGURATIONS. CONFIGURATIONSNOTSI " MAY BE E%TRAPOLATEO FROM THOSE SHOWN. ]) IF WE LOADING TYPE CANNOT �",Wf LY/VAf � PW BEDETERMINED.USE RECTANGULARLOADNG.:' �kEN9. F •' ap 3)SEEPRODUCTS'APPRO FOR *: No. U705 ACNALANCIIORLOfATIONS. crz Os'.!ZOR... log "It 101VAL V %s1 LOADNG OF HORGDNTAL AILhNNdr1waA PE MULLION FL REA 68706