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HomeMy WebLinkAboutNOA; Series 238 Outswing Aluminium Casement Window`1�ra J MIAMI-DADE MIAMI-DADS COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA RECEIVED www.miamidade.sov/economy CGI Windows and Doors, Inc. A P R 2019 10100 NW 25 Street Miami, Fl. 33172 ST. Lucie County, Permitting SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration'date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series�238 Alum Outswing Casement Wdw. (L.M.T.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 pennanent 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 No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.11 Expiration Date: October 26, 2023 PIP Approval Date: November 30,2017 l � ? Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED r 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS - 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 27 3, 4, 5, '5:1; 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Al mad, 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 series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(V and Super Spacer(P insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB, dated 03/03/15, signed -and sealed by Ramesh C. Patel, P.E. 3. 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 series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed -and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC; TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) 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 a series 3.18 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) 4 Manuel`Pe z, .E. Product Control E mer NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (conmum) 5. 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 casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 1-7-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HT1-0080- 0301- 07 for specimen A and B, and HT1,0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. 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 outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08 2144, HETI-08-4287 and HETI-074298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-1010.02) 8. 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel kere7Atft Product Control Ex min r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTnvum) 9. 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 casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 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.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to. Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Tere7M.E. Product Control Eya3i4ner NOA No. 17-D918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIMTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 51 Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) . 2. Proposal No. 134098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, BETI-08-2144, BETI-084287 and HETI-074298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11110/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No.- FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal@ and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for,their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. . Manuel • er . Product Control E mi er NOA No.17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E — 4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP'Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51h Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 09/17/15 and expiring on 10/26/18. Manuel Per P E. Product Control E m' er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 il��•Y ��_ n. n3NIIHNFR EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACII,OF DESIRED GLASS SIZE/iYPE. STEP USING CHART ON SHEET B SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 4' IF ALUMINUM DUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. I NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THESE WINDOWS ARE RATED FOR LARGE Et SMALL MISSILE IMPACT. REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCTIY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 113Y OR 29Y WOOD BUCKS do SUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SEPARATE CGI MUWON N.O.A. AND INSTALLED PER MANUF'S INSTRUCTIONS SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �'� ©� � r COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. aB complying with tho Florida THIS PRODUCT APPROVAL IS GENERIC •AND DOES NOT PROVIDE INFORMATION Building Code NOA-No. 17-0919.11 FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Explration Date 10/262023 WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, gy AND TO BE REVIEWED BY BUILDING OFFICIAL ....._. ,....._ e......... i ... O �. i ��pp gag z p 3 r� zN d O ,00, 0 .-°. . C O W V 0m ao��a oaoo� 0.3t2 Q�ZN IL Z U)g W �.Oma 46co N A U � 3 C n � — n 0 a v O art W 0 of C O SN 0 NM 1 G1 og'M' U�f drawing no. W98-100 J Iw EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME FOR GLASS TYPES. REFER TO SHEETS 3 AND 4. INTS MAXIM MULTI POINT LOCK 9A BY 'TRM' 'T. TO CAM LOCKS MAX. WDW. LOCK ..' POINTS 42' 2 63' 3 84' 4 TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK 6S gy 'INTERLOCK' ALT. TO CAM LOCKS W144 PRODUCT REVISED 1fg as Building with the Florida 2017 Building Code NOA-No, 17-0918.11 E..I,.U.n Data 10/262023 z g. O 30 0 Gw� h 0 &OQ e d c {I.zyOs�° j O D 49122-1-1911 cm - �o "aao Y t o N N � drOwing no. N98-100 sheet �. of 7 t ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. Iic7_1�f�i I7� c �id7 �2625 ,625 2.62S 13 O CORNER KEY .060 THICK ST. STEEL Ir�2.625 I L000 2,625 �I! 4 CORNER KEY O .062 THICK ALUMINUM 1 Q FLANGE FRAME to EQUAL LEG FRAME rrm PINT IF QUAN77TY DBSCMFVON I UTIUUAL M'ANF./SUPPLffi!/REMARBS 1 CGI-373 4 FLANGE FRAME 6063-TB INDALEX OR FAUN. 1A CGI-397 4 EQUAL LEG FRAME 6063-TS INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16' LAM. CUSS) 6063-TS INDALEX OR EQUN. 2B CGI-381 4 VENT QNSUL LAM. GLASS) 6063-T6 MIALEX OR EQUIV. 2C CGI-385 4 VENT (7/16' LAM. CUSS) 6063-T6 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-76 INDALEX OR EOUN. 3A CGI-396 4 SQUARE GLAZING BEAD 8063-TB INDALEX OR EQUN. 4 4 .069 THICK CORNER KEY ALUMINUM - 5 e .050 THICK CORNER KEY St. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING SCHLEGEL APTUS 7 Q250-K-190 AS READ. VENT WEATHERSTRIPPMG - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (6) #8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRIM ATTACHED W/ (2) $B X 3/8' SMS 9A - 1/ VENT MId.TI POINT LOCK - TRUTH 98 - 1/ VENT MULTI POINT LOCK - WrERLOCK 10 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGL ATTACHED W/ (2) 110 X 3/8" SS SMS 11 1 OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) $8 X 3/8" SS SMS OPERATOR (OPTIONAL) STEEL INTERLOCK Ll"A1 175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) JS X 3/8' SS SMS 2/ CORNER I FRAME AND VENT ASSEMBLY SCREWS $10 X 1-1/e SS SMS I--L15/ Lm f ■ I i�,V o at �1._0n9_0n'T�Y'P�,I'(T� .� m L875 Zg. n L438 fL S 6 s O ��` 0 p� U 1.222 O�jy Q VENT (5/16' LAM. GLASS) [p1 0 1.757 0 o .090 TYP. W Z y : � I.B75 S O o l a L438 O m 1,624 3 C 2B VENT (INSUL LAM. GLASS) g fll N 1.757 t] W .^o.. A90 TYP. "(�� C L875 --Z J .720 = 3 N to n L438 3 N C_ NLLj Z � 1,347 GS oo 2c VENT (7/15" LAM. GLASS) V O 754 383 �I I .830 �1.617 F^ oqn Q CGI-375: OGEE GLAZING STOP u g .808 •830 •• n n n PRODUCT REVISED I 817 q o as complying with the Florida L S Building Code ® CGI-396: SQUARE GLAZING STOP - x NOA-No. 17-0918.11 Expimtlon Date 10/26/2023 Nllam ade Product on SEP ,ENSF ��i 3 4 no. 11 100 ANN. GLASS .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" Tmool PVB By 'Kuraroy America, Inc.' ANN. CLASS DOW 999 5/16" NOMINAL CLASS TYPE '2' 6" ANN. GLASS _ .075" Saflex CP With PET Core By 'Eastman Chemical Co. 090" Saflex Clear And Color Class By 'Eastman Chemical Co: 030' SentryGiae By 'Kumray America, Inc.' 090• Trosifol PVB By 'Kumray America, Ina- ANN. CLASS SILICONE 0E-1200 -DOV 995 D13W 899 6' HEAT SIRE N'D GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090• Saflex pear And Color Glass 'Eastman pp rO Z090' By Chemical Co.' SntDQasBy 'Kumray America, Inc.',.090" T_YEES_ TrOslfal PVB 8 By 'Kumray America, Ina' O O 3/T S.HEAT STREN'D CLASS a' ai ly i 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE '6' PERFORMANCE VALUES OF ]MPACT RESISTANT WINDOWS N0 SHUTTERS REQUROI RUM TO SHEETS 6 TM 7 FOR INS ALARON DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE 'S' GRASS TYPE WIDTH HEIGHT Exf. (+) TNT. (-) EXr. (+) In (-) EXr. (+) TNT. (-) 20' 24' 28" 30` 32• 36• 40' 42' 36` 1 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129Z 110.0 195.0 110.0 195.0 110.0 121.4 110.0. 195.0 110.0 195.0 107.9 107.9 1 110.0 195.0 110.0 195.0 97.1 97.1 1 110.0 195.0 110.0 120A 925 915 110.0 120.0 60.0 60.0 20' 24" 28' 30' 32' 36' .40' 42• 42' 110.0 1665 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 au 5.7.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 50.0 60.0 20' 24' 28' 3p. 3Y 36" 4p. 4e �• 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.E120.0 110.0 195.0 103A IG4.1 110. 110.0 120.0 97.1 97.1 110. 110.0 120.0 91.1 91.1 110. 110.0 120.0 80.9 00.9 110. 110.0 120.0 729 72.8 110.110.0 120.0 69.4 69.4 110. 60.0 60.0 24' 28" 30' 32" 36• 40• 42• 54, 110.0 129.5 110.110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 B82 915 110.0 120.0 110.0 120.0 84.4 00.3 110.0 120.0 110.0 120.0 80.9 SO.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SKUTTER9 REOHRED REM TO SFIEETS 5 THW 7 FOR DISTALUTION DETAILS WINDOW DIMS. GLASS TYPE 12, GLASS TYPE 'e' GLASS TYPE '6' W WIDTH HEIGHT EXT. (+) TNT. (-) OU. (+) I 1NL (-) Exr. (+) 1NL (-) WIO 1. 98.8 112.6 110.0 195.0 110.0 195.0 19-1 O 4 TINE it II ci995 ri 899 •I II G O SQUARE BEAD ::::• O 4yY m OPTIONAL --( 2 2 O N ALL GLASS TYPES I- 7 Q w P 4� Il. z L9 PERFORMANCE VALUES OF DIPACT RESISTANT WINDOWS NO SHUTTERS IlE011RiD RUM TO SHEDS 5 THRU 7 FOR YNSTTNIARON DETALS R 51-xg I GIAS9 TYPE '2' 1 GLASS TYPE '8' I GLASS TYPE '8' 24' 28' 30` 32" 36` 40. 42' 60" 115.8 95.4 110.0 195.0 110.0 120.0 26-1/2• 37' 42" �• 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 19-1/6' 26-1/2' 3Y 42' 38-3/8• 64A 64.8 110.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 - 60.0 60.0 60.0 60.0 1. 2e 26' 30, 32' 36• 1. 66' 86.7 B6.7 110.0 195.0 110.0 195.0 19-1/8' 26-1/2" 37` 42' 50-5/8, 73.4 73.4 110.0 120.0 110.0 120.0 64.2 642 110.0 120.0 110.0 120.0 IZ6 SO.6 110.0 120.0 110.0 120.0 575 57.5 110.0 120.0 110.0 120.0 19-1/8' 26-1/2' 37' 42' 63' 60.0 60.0 60.0 60.0 60.0 60A 60.0 60.0 20' 1. 30, 32' 36' 72' 66.4 66.4 110.0 110.0 120.0 56.1 56.1 110.0 110.0 120.0 19-1/e" 26-1/2' 37' 74-1/4" 48.9 48.9 110.0 110.0 12MO 48.0 481 110.0 F120.0 110.0 120.0 43.8 43.8 110.0 110.0 120-0 37' 77' 60.0 60.0 60: 32` 36' 76. - 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20' 24' 28' 7B' 52.0 52.0 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 35.1 110,0 120.0 110.0 120.0 120.0 60.0 60.0 24" 34.9 349 110A 120.0 110.0 120.0 3Q• - 51.2 51.2 32' - - 48J 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0. -120.0 PSF - 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED 4cTk SIZE 37` X 77' APPLICABLE TO FLANGE FRAMES ONLY c " SEE SHEET 1 - 9 a c PRODUCT REVISED o as complying with the Florida A111111111 f//// Ruilding Code'l7A/ii/ m NOAHNo. 17-0918.11 `�� .............. VS Expiration Data 10 I2023 n amMiam Dade Product Qrl> ©� 3V � • OF ,���` drOwing9 no. ��//S��ANi�iL1�;�1� sheet 3of 7 ' 1/8• TEMP. GLASS 1/8' TEMP_ GLASS AIR SPACE AIR SPACE 1/8• ANN. GLASS 1/B' TEMP. GLASS 075' Saflex CP With PET Core .075' SdWx CP With PEr Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090' Soft" Clear And Color Class .090" Saflex Clear And Color Class By 'Eastman Chemical CO. By 'Eastman Chemical Co.' INTERLAYERS .090" SentryGlas INTFAaYERS - .090" SentryGlas By 'Kuraray America, Inc.' By 'Kumray America, Inc' .090• Trosifol PVB 090" Trosifol PVB By 'Kurcray, America. Inc.' J By 'Kummy America, Inc.' 1/B' ANN. GLASS 1/8' TEMP. GLASS SILICONE SILICONE ' GE-1200 GE-120D DW 995 I DOW 995 '. DOW B99 I I. ➢OW 899 XL EDGE SPACER '. .. XL EDGE SPACER .. ' Sr. STEEL BY 'CARDINAL' '- SETTING BLOCKS ST. STEEL BY 'CARDINAL' SETTING BLOCKS OR 2/ LITE ' OR 2/ LITE OURASEAL BY 'OUANEX' EPDM DURASEAL BY 'QUANEW EPDM OR DUROMETER 85±5 OR DUROMErER 85f5 SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'OUANDC 3/4• INSULATED GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT W24DOWS NO SHUTTERS REQUIRED REFER TO SHEETS 3 THRU 7 FOR IN6TAIJAMON 0E6VLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHVnERS REMMM REFER 70 SHEETS 5 7lRU 7 FOR INSTNLRpN DUALS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED RVrER TO SHEETS 5 THRU 7 FOR ffWAl1ATION DETAaS WINDOW DIMS. CLLgS TYPE '2A GLASS TYPE 'W WINDOW DDO. a165.4 TYPE 'W CUSS TYPE '3A' WINDO® DOL4. I GLASS TYPE 'W GLASS 'TYPE '3A' WIDTH HEIGHT EXT. (+) TNT. (-) EXT (+) TNT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) TNT. (-) WIDTH HEIGHT DCL (+) TNT. (-) EXT. (+) 1NT. (-) 1. 24• 28' 30 32' 36' 40' 42' as' 110.0 1943 110.0 195.0 20' 24' 28• 36, 39, 36' 40' 42' ED• 98.8 112.6 110.0 195.0 19-1/8' 26-1/2' 37' 42' 26• 110.0 195.0 110.0 195.0 110.0 1519 110.0 195.0 am 95.4 110.0 120.0 110.0 203.0 110.0 195.0 110.0 1311.8 110.0 195.0 76.7 83.3 110.0 120.0 110.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 732 77.7 110.0 120.0 110.0 128.1 110.0 195.0 110.0 121.4 110.0 195.0 702 728 110.0 120.0 19-1/8' 26-1/2' 37' 42• 313-3/e• 110.0 190.6 110.0 195.0 107.9 1079 110.0 195.0 64.8 64.8 110.0 120.0 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 60.0 - - 985 905 110.0 120.0 925 925 110.0 120.0 60.0 60.0 - - 86.8 86.8 110.0 120.0 20' 24' 28' 30. 32" 36• 40• 42' 42' 110.0 1665 110.0 195.0 20' 24• 28' 30' 32' 36' 40' 66' 86.7 86.7 110.0 169.0 19-1/8' 26-1/2' 37' 42' 5D-5 110.0 144.5 110.0 195.0 110.0 138.8 11D.0 195.0 73.4 73.4 110.0 120.0 99.7 104.3 110.0 195.0 110.0 118.9 11o.0 195.0 64.2 642 110.0 120.0 74.7 74.7 74.7 110.0 120.0 110.0 111.0 150.0 195.0 60.6 80.6 110.0 1182 65.8 65.8 110.0 I20.D 104.1 104.1 110.0 120.0 57.5 57.5 110.0 117-2 19-1/8' 28-1/2' 37' 42' 63• 96.7 1D4.2 110.0 195.0 92-5 925 110.0 120.0 60.0 60.0 - - 749 77.9 110.0 120.0 833 83.3 110.0 120.0 . 60.0 60.0 - - 60.0 60.0 110.0 117.0 79.3 79.3 110.0 120.0 20• 24' 28' 30' 32' 36'' 72' 65.4 56.4 110.0 120.0 60.0 60.0 20' 24' 28' 30• 32• 36• 40' 42' 48' 110A 145.7 110.0 195.0 56.1 56.1 1093 1093 19-1/B' 26-1/2• 37" 74-t/4• 63.0 67.0 110.0 720.0 110A t21.4 110.0 199.0 48.8 489 95.3 95.3 46.6 46.6 909 90.9 1D4.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 59.8 59.8 07.1 97.1 110.0 120.0 43.5 43.6 95.0' 05.0 37' 77' 56.3 - 91.1 91.1 110.0 120.0 60.0 60.0 - �k LIMB MAIL LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED 1k �k SIZE 37' X 77' APPLICABLE TO 11ANGE FRAMES ONLY SEE SHEET 1 NOTE. LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. .a_un n _1 OF n DCF' - 1n nn cn CT 80.9 80.9 110.0 120.0 32' 36' 76' 60.0 60.0 - - 729 728 110.0 120.0 60.0 60.0 - - 69.4 69.4 110.0 120.0 20' 24• 28" 32• �• 5Y.0 520 101.3 1013 20• 24' 28' 30' 32• 36• ao• 4V S4' 1I0.0 1295 110.0 195.0 43.5 43.8 85.4 85.4 98.0 107.9 110.0 19&0 38.1 3B.1 743 74.3 925 925 110.0 120.0 60.0 60.0 - - 84.4 863 110.0 120.0 2D• 24" ze' 30' 3z' ea• 41.5 41.5 80.13 80.8 80.9 a" 110.0 12DA 349 34.9 SILO 68.0 71.9 n.9 n0.0 120.0 545 545 - - saB Gas tto.0 tzaa S12 51.2 - - 91.7 51.7 110.0 1z0.0 483 ae3 - - V Z n p IL 9 a a g SQUARE BEAD p Boom OPTIONAL ti ALL CLASS TYPES Cr S � p aoN a a R y Z02 � a f?i m 2 �� Nq � tl Q � G N QQW Cj \ C To 0 r c0 3 N M7 e .3_ b m L, G Z V 3 0 p C) E5 r �:59 PRODUCT REVISED as comp Ing with the Florida Building ado NOA-No. 17-0918.11 IExplratwn Data 1012612023 ey Miam' ode Product C 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SE 0 3 20V N :* s OE OF f 6t� drawing no. 1.A1OG��� W98-10C INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) • FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ' NT 1 3/6' r7 c 2 a Q'a 7 7. MIIN� 2-1/2' MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MXTERlAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1�N I a v :a e BUCK WSTALLATTON BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERI PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4' % 1' X2 1/2x LONG AT ANCHOR LOCATIONS m5v WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. AL ANCHORS El". FOR SPACING SHEET 6 FOR DESCRIPTION >� >F� ° MIN. 1' MIN. • 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' ' MAIPBIA4• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD t SPACING FOR DESCRIPTION -.' e BUCK INSTALLATION BY OTHERS 1' MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE -:!I: MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD �J1'1091`I•_�bn; 001ki /ll. TYPICAL ANCHORS U —SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z n rn 3 Q Fz q J METAL .%Bu�THK. MIN. 2 IL c°v`0 a 0 a " ff13. 0 ON'Sn V O`W OIL0g.9 0 y13a 0 e N Q G \ J 0'a � O m � m ATTACHMENT TO METAL STRUCTURES L 3 0 Li I' UIN. p TYPICAL ANCHORS 1= SEE EIF. FOR SPACING SEE SHEET 6 FOR DESCRIPTION O N LO r 9 I 3 N M A y° 3 ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as eomP1jing with the Florida Building ode NOA-No. 17-0918.11 Explmtlon Date 10/262023 V `0'�� 0 U 2317 OF ,6y�� drawing no. r I INSTALLATION ONDITIONS EQUAL .. . FRAM (APP .7 .S TO AT T. FOUR SIDES) J FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING I SEE SHEET 6 FOR DESCRIPTION ull I a n a x 2-1/2' MIN INSTALIATION TYPE '1' WOOD BUCK TYPE MATER ht t: PRESSURE TREATED TYPICAL INSTALLATIONPETAIL ON ALL FOUR SIDES/USING WOOD SEE SHEET 6 FOR DESCRIPTION I 1 3/6' x \m 2 1/6' �• • • BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • I ' a. 2' J xJi 2 1/6' ' cV `. v• ^g• ` MIN. 1MIN 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL; PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD - SEE SHEET 6 'T— N 7-777 FLUAJ 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 m SEE SHEET 6 FOR DESCRIPTION O n m F 2 a J METAL STRUCTURES 9 a 5 6 a 1 /6'THK MIN. �N1"-. Cgy� V O m aoa x K=� tt �m V {L 2eiro O N C ^ n ATTACHMENT TO o g 0 METAL STRUCTURES W o: /6' MIN. c TYPICAL ANCHORS m N SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION p MY m -O 3 I1 i3 O C p 0— ^ c) ' • v • - . • N' I ATTACHMENT TO • BUCK INSTALLATION BY OTHERS APPROVED MULLIONS 1' MIN. PRODUCT REVISED as complying with the Florida INSTALLATION TYPE '4' WOOD BUCK TYPF '4' Building Code MATERIA PRESSURE TREATED NOA-to. 17-0918.11 Expiration Date 10/2612023 TYPICAL INSTALLATION DETAIL By ``YYY11111111rrr/A' ON ALL FOUR SIDEVUSING WOOD Mla10 m N 703M c�002317 o N � a� drawing no. V98-100 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17' O.C. AT 10" O.C. V;F HEIGHT EXT.(+)/INL(-) EXT.(+)/INT.(-) EXT.(+)/INE(-) EXT.(+)/ONF.(_ 20' 24' 25' 30• 32• 36' 40' 42' as 185.0 195.0 154.8 195.0 195.0 195.0 129.0 172.0 192.9 195.0 11D.6 147.4 1BO.0 195.0 1032 137.6 168.8 195.0 96.8 129.0 150.0 195.0 86.0 114.7 135.0 180.0 77.4 103.2 12116 171.4 73.7 983 20' 24" 28' 30" 32, 36' 40' 42' 4V' 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 1853 195.0 944 126.4 154.3 195.0 88.5 117.9 144.6 192_9 82.9 110.6 125.6 171.4 73J 98.3 115.7 1543 663 88.5 1102 .146.9 632 642 20" 24' 28' 3w 32' 35, 40' 42'1 48, 195.0 195.0 154.8 1934 195.0 195.0 129.0 161.3 192.9 195.0 110.6 13B.2 180.0 195.0 1032 129.0 168.8 195.0 95.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 98.8 1 128.6 160.7 73.7 92.1 20' 24' 28' 30' 32' 36• 40' 1.1 SC 195.0 195.0 137.6 195.0 19&O 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 85.0 129.0 1333 195.0 76.4 114.7 120.0 180.0 68.0 1032 114.3 171.4 6&5 98.3 20' 24' 28' 30• 32 39, 40' 42' 60, 195.0 195A 123.8 185.8 180.0 19&0 103.2 154.8 154.3 195.0 5&5 132.7. 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 120.0 180.0 68.8 1032 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20' 24' 26' 30' 32' 38' 411' 66" 195.0 195.0 140.7 195.0 185.0 195.0 1173 1642 1753 195.0 100.5 140.7 163.6 195.0 93.8 131.3 .153.4 195.0 89.0 123.1 136.4 190.9 7B2 1D9.5 122.7 171.E 70.4 9&5 20" 24' 28' 30, 32' 36, 1. 195.0 195.0 129.0 180.E 187.5 195.0 107.5 1505 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.8 195.0 80.8 112.9 125.0 175.0 1 71.7 1 IOD.3 LUES OF INSTALLATION ANCHORS TO SHEET 5 FOR DETAILS IRS w/D SHEAR CLIP I ANCHORS WITH SHEAR CLIP 32' 35' 78, 1332 118.4 195.0 159.5 1 76.4 1 67.9 20" 24' 28' 30" 32' 78" 195.0 195.0 119.1 173.1 195.0 992 148.4 195.0 85.1 138.5 195.0 79A 129.8 195.0 74A 20' 24' 28" 32" 1. 195.0 195.0 132.7 195.0 195.0 110.E 165.3 195.0 1 94.8 154.3 195.0 1 88.5 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR OErA1L5 WINDOW DINS. ANCHORS W/O SHEAIL CIIP ANCHORS WITH SHEAR CLIP AT 17' O.C. AT 10' O.C. AT 17' O.G AT 10' O.C. WIDTH HEIGHT EXT.(+)/PU.(-) EXL(+)/WT.(-) EXT.(+)/INT.(-) IXT.(+)/INT.(-) 19-1/8' 26-1/2' 37' 26' 195.0 195.0 149.4 195.0 195.0 195.0 107.8 181.8 195.0 195.0 772 115.9 19-1/8' 26-1/2' 37' 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.8 75.5 104.7 19-1/6' 26-1/2• 37' 50-5/8' 195.0 105.0 1535 191.9 1932 195.0 110.8 13M &4 173.0 79.3 992 19-1/8' 26-1/2" 3T 42' Ga. 195.0 195.0 1233 155.3 195.0 89.0 111.2 194.6 63.5 98.0 171.4 56.2 1195.0 19-1/8' 28-1/2' 37' 74-1/4' 195.0 195.0 130.8 184.7 1955 844 11791885 67.B TYPICAL ANCHORS: SEE ELEV. FOR SPACING I 1 /4' DIA. KWIK-CON 11 BY 'HILTI' (Fu-163 KS% Fy-157 KSI) ,1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 Ks. Fy-155 Ksi) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/0 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC._OR MASONRY DIRECTLY INTO CONC. OR MASONRY i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I 014 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ANCAORs w o SHEAR CLL� ANCHORS WITH SHEAR C1IP ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) / (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL.EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS Ire - 3000 PSI MIN. C-90 HOLLOW/FILLED BLACK AT JAMBS f'm 2000 PSI MIN. PRODUCT REVISED `111111iiq1i�1.77777ji a9 complying with the Florida Building Code NOA-No. 17-09180.11 Ex lration Date 102612023 No.70592 By = ,/4u Mfam ade Pro uct C n � � oP n � � � 8 drawing no. ' N98-100 sheet 6 of 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DOW. EXL(+) C WIDTH HEIGHT 20' 24' 28" 3D' 32" 36" 40 42' 36° 110.0 110.0 110.0 110.0 110.0 110.0 105.8 97.0 2W 24' 28' 30° 32' 36' 40• 42, 110.0 110.0 106.9 103.5 100.7 97.0 95.2 24' 30" 41 32" 36" 40' 42' 20' 24• 28• 30' 54' 32" 36' 40' 24• 28' 30' 60 32' 36, 40' 42" 20' 24, 28' 30' 66' 32' 36, 40' 20" 2a' 25' 72' 30' 32" 36' PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 20' 24' 28" 76" 30• 32' 36' 20' 24" 28' 1. 30, 32' 20' 24' 28" 84' 30• 32° PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) DIT.(-) WIDTH HEIGHT 19-1/8, 26-1/2' 37' 4Y 26. 110.0 195:0 110.0 195.0 110.0 1842 1 10.0 152,4 19-1/8' 26-1/2' 37• 42• 36 3/8' 110.0 105.0 110.0 172.6 110.0 156.3 95.7 120.0 19-1/8' 26-1/2' 37' 42' 50-5/8' 110.0 195.0 11 0.0 154.7 94.0 120.0 89.8 120.0 19-1/8' 26-1/2' 37' 42° 63, 1 109.3 149.9 84.8 1162 67.9 93.1 60.0 60.0 19-1/8' 26-1/2' 37, 74-1/4' 110.0 154.E 06.4 118.5 60.0 60.0 19-1/8' 26-1/2• 37" 76' 109.9 120.0 54.0 115.2 60.0 60.0 19-1/8' 26-1/2' 37" 77• 108.3 120.0 827 113.4 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A - 1 /4" DNA. KWIK-CON II BY 'HILTI' (Fu=163 10, FY-157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - 1 4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C- #14 S S (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm - 2000 PSI MIN. A ALUMINUM ]BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WWDOW CAPACITIES ' USE LOWER APPLICABLE VALUES. m m m O F b ® Z °J A J k q O�iviD v '» (9 Q ' a a o , �. M oc BE I Zt Oo �$ O M W 114 SMS AT 6, FROM ENDSE:r I J 17' O.C. MAX AT JAMBS' 24" O.C. MAX AT HEAD/SILL #14 C AT 6' FROM ENDS . 3 17' D.C. MAX. AT JAMBS 17" � O � 3 o 24' O.C. MAX. AT HEAD/SILL 0 Ld M C - s f`pn tlWm] In 0 .M M N c- ZL n O . 4 .44 ^TYPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE .1. U O AT 6' FROM ENDS AND AT 6" FROM ENDS AND O 2 1/2" MIN, I 17' O.C. MAX• AT JAMBS 17" O.C. MAX. AT JAMBS EDGE DIST. 17' O.C. MAX. AT HEAD/SILL 1' MIN. 24' O.C. MAX AT HEAD/SILL Hu INSTALLATION 'TYPE '5' INSTALLAMON TYPE '6' 2SY WOOD BUCK OR WOOD STRUCTURES ca 6 H TYPICAL INSTALLATION DETAIL PRODUCT REVISED 6 o ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as co nglCodewith the FloridaBollclu� Non -No. 17-0918.11 W c Euphation Date 1012612023 2500 c .6 li r -�j eas By a lid ,065 � NQam ade Pr ucf Co 1 a � ``'.065�F4FI)2I- 562 _ I 1.125 \\\\\11®1 �1NI7jri m 1.436 .125 .903 N0. ALUMINUM BUCK OPTIONAL COVER - a 6063-T6 6063-T6 r`? Q J ail w OF 2'f(/� drawing no. 11