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HomeMy WebLinkAboutNOA; Series 238 Outswing Aluminium Casement WindowM IAM I-DADE e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, 10100 NW 25 Street Miami, Fl. 33172 MIAbII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.p,ov/econo 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.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 AI-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 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 ai ding Official. This NOA revises and renews NOA No.15-0512.19 and consists of this page l evn des 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, V- 1 o / NOA No.17-0918.11 ►n Date: October 26, 2023 Date: November 30, 2017 Page 1 .. trW AR 0016279 2828 N 38 TH AVE HOLLYWOOD ,FL 33021 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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, 2, 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 Ahmad, 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® and Super Spacer(& 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(D 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 318 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) AtJk 4 Manuel Pe z, Y.E. Product Control Ekaidker 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 SUBNHTTED B. TESTS (conuqu D) 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 # 12-1220.14) 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. HTL-0080- 0301- 07 for specimen A and B, and RTL-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, I ETI-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 ere 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 (coN7PT Tum) 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 ere .E. Product Control E Der NOA No. 17 918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5' 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. 13-1098 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, HETI48-2144, HETI 08-4287 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 11/10/98, 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 m' er NOA No.17-0 8.11 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 (ILIA) 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 5th Edition (2014), with FBC 61h 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.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per E. Product Control E i1l er NOA No- 17-0 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 O W EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERI.IINE DESIGN WIND LOAD REOUIRD974T 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 CAPACITY OF DESIRED GLASS SIZE/TYPE STEP 3 USING CHART ON SHEET B SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 4' IF ALUMINUM BUCK 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. [" V 0� x get Q � N pa o9 O9 Ogo4 Qb.�� NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. REQUIREMENTS OF THE 2014 (51H EDRION)/2017 (STH EDITION) FLORIDA THESE ARE NOT RRATED F BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVRZ). 1BY OR 2BY WOOD BUCKS & 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 MULLION N.O.A. AND INSTALLED PER MANUF S INSTRUCTIONS SPECIFIED EMBEDMENT TO BASE v MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `1111®IT////// A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �••' ///i •1 ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. `� TA1 i •�+ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT U P17 COME INTO CONTACT WTM OTHER DISSIMILAR MATERIALS SHALL. MEET THE PRODUCT REVISED $ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. ee ee-PIXInp with the FI-IdaBuiltI THIS PRODUCT APPROVAL IS GENERIC •AND DOES NOT PROVIDE INFORMATION NIGIA- e e Nou r+o 17-0918.11 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY �Q OF � • drawing no. OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPINING FOR Fspi_mn Date 10/26/2023 O OP, ®�� WATER INFILTM11ON RESISTANCE ETC. �/ S+ • W98-10C CONANDDITIONS NOT SHOWN IN TO BE REVIEWED BY BUILDING DRAWING FFICIAL TO BE ANALYZED SEPARATELY, Dy 1D 1y1 /// /®AfA111�YA�� sheet 1-of '7 _e x 0 w EXTERIOR FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. Ins MAXIM MULTI POINT LOCK 9 By TR 'UTH' ALT. TO CAM LOCKS MAX. WDW. LOCK NMGHT POINTS 42' 2 BJ' J TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCI( 9B By 'INTERLOCK' ALT. TO CAM LOCKS MAK WOW. LOCK HOGHT POINTS 38' 1 2 56' 3 e 74; 4 B4' 1 S '�' �oEHSLc '••. �: PRODUCT REVISED �lq \v\/��\ Bu Id nglying with tho Florida S'r� © * 2017 Nm Tm NOA-No.Cod Explra0oa Data 10/262023 OF '•, ,fdg! �v Z mm Q q q. Fie Z� �DC Ot N V p�il� 9ERRM O C aop O 4 ru 29 6 12 drawing no. W98-100 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. p I 2.625 625 2 625 O CORNER KEY .060 THICK ST. STEEL I F2625 I Z625 LOOD O CORNER KEY .OS2 THICK ALUMINUM Q FLANGE FRAME }--2075 .766 1.057EZ I 2.465 2715 .080 j to EQUAL tFG FRAME rmM PART A QUANTLTY DSSCRiPTTDN MATWAL MW./SUPPL=1BEMARKS 1 CG4-373 4 FLANGE FRAME 6063-TB WDALE( OR £QUN. 1A Cfil-397 4 EQUAL LEG FRAME 9083-TB INONEIC OR EQUIV. 2 CGI-378 4 Vr3R (5/18' LAIL CLASS) 6063-T6 INDALE% OR EQUN. 28 CGI-381 4 VENT (INSUL LAM. CLASS) 6063-TS DIDAIIX OR EQUIV. 2C CGI-385 4 VENT (7/18' LAM. CLASS) 6083-TS INDALIX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BFAD 6063-T5 INDPLEf OR EQUN. 3A CGI-396 4 SOLLWE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 a .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REDO. FRAME WEATHERSTRIPPING SCHLEGEL APNS 7 Q750-K-190 AS RECD. VENT WEATHERSTRIPPING SCHLEGEL O-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (6) A8 % 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOOK STEEL TRUTH, ATTACHED W/ (2) AB % 3/8' SMS 9A - 1/ VENT I MULTI POINT LOCK - TRUTH - 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT iRl4.1E JAMB FACING LOLL STEEL CGI, ATTACHED W/ (2) Ala X 3/8' SS SMS 11 - 1 ' OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) AB % 3/6' S3 SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30176 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) A8 % 3/8' SS SITS CORNEA FRAME AND VENT ASSEMBLY SCREWS - A10 X 1-1/4' SS SMS m4ftV O q"w ;00G AMW Qyyy �0� r Q VENT (5/16' LAM. GLASS) p ZOF Ir eq 1.757 C IL 0 C ON .090 TYP. Q I I � c 1.875 � 1a��'r —� L438 0 N 1624 O � 3 C '® VENT (INSUL LAM. GLASS) m 1.757 t7 W 4A90 'jTYP. IIj,',�(-(1-J'�'�Y� C L875 .720 � 0 N M rn L438 c 3 J a C Z � 3 N O _ 1347 i:)C, - � 2C VENT (7/16' LAM. GLASS) V O .754 383 .830 -1.617 aQ CGI-375: OGEE GLAZING STOP 5 fSttt333633333 3� O .753 0� g .808 B30 PRODUCT REVISED I 817 4. o m complying with the Ftorlda L S Building Coda n CGI-396: SQUARE GLAZING STOP E - a NOA-No. 17-0918.11 Expiration Date 10M612023 e dllam ade roduet G=' ?917 1 r��A9 g nW2 = a OE OF 7�� drawingW98- 9 no. 1 ANN. GLASS .090" Soflex Clear And Color Glass RS-FRSBy 'Eastman Chemical CO.' .090" Traslfoi PVB By Kuraroy America, Inc.' ANN. GLASS 5/18" NOMINAL GLASS TYPE '2' -3/16- ANN. GLASS 3/16- HEAT STREN'0 GLASS .075" Safiex CP With PET Coro .075" Saflex CP With PET Co. By 'Eastman Chemical Co: By 'Easman Chemical Co.' .090' Sall- Clear And Color Glass 030" Saflex Clear And Color Glass 'Eastman 'Eastman Chemical Co.' 4 /w 1� M o 't h INIERLAYERS By Chemical Co: INTEf6AYERS .0 090" SentryGlas •09D" SentryGias By 'Kuroray America. Inc.' By 'Kuraroy America. Ina (• Z p 090' Trosifol PVB .099' Trosifol PYB 9y Kuramy America, Ine.' By Kuroray America, Inc.' Q w ry 3/16• ANN. GLASS w 3/16 HEAT STREN'D GLASS tWv j • Ij 9 1 10. �q 0 00C 1` I'1 SILICONE j ,I SDICANE II :I GE-1200 - GE-12DO ciei s1 i DOV 995 DOW 995 II C m DOV 899 'I I DOW 899 SQUARE BEAD OPRONAL -,-( ALL GLASS TYPES OJ oLo 7/18" NOMINAL 7/I6" NOMINAL GLASS TYPE '0' GLASS TYPE W Q PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTrOM REWROO TIL:FW TO SHEETS 6-TI RU 7 FOR DE67ADATION DETAILS TONDOW DIMS. GLASS TYPE $' GLASS TYPE 'S' f GLASS TYPE '6' WIDTH HEGtfr fXr. (+) iNr. (-) W. (+) 1NT. (-) EXr. (+) I 1NT. (-) 20' 24' 28' 30' J2' Jg' 40' 42- 38• 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 19" 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 1079 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.592.5 110.0 120.0 b0.0 60.0 20' 24' 28' 30' 32' 35" 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 t10.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 833 833 110.0 1 120.0 110.0 120.0 79.3 793 110.0 1 120.0 60.0 60.0 20' 24' 28' 30• 32' 36' 40' 42, �, 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 12CLO 91.1 91.1 110.0 120.0 110.0 120.0 809 80.9 110.0 120.0 110.0 120.0 728 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20' 2q' 28' 30• 32' 36' 40' 4Y � 110.0 1295 170.0 195.0 110.0 195.0 98.0 1079 110.0 195.0 110.0 19S.0 as2 92.5 110.0 120.0 110.0 120.0 84.4 863 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120A 71.9 71.9 710.0 120.0 110.0 120.0 649 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 00.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISIANT WINDOWS 0 NO SHUTTERS RDXXP NO SHUTTERS REDNRED REFER TO SHEETS 5 TAU 7 FOR 98TALLOION CETAIS RUM TO 9HEE75 5 THRU 7 FOR 1IRMIL"M DE1A05 WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '9' GLASS TYPE '8' W21DOW DIMS. GLASS TYPE '2' 1 GLASS TYPE 'S' GLASS TYPE 'e' „-I,• MOTH HEIGHT W. (+) 1NT. (-) EXr. (+) 1NT. (-) EXT. (+) I 1NT. (-) MOTH HEIGHT EXr. (+) 11417. (-) FXT. (+) TNT. (-) EXr. (+) TNT. (-) C 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8' 110A 19SO 110.0 195.0 110.0 195.0 24' 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2' 110.0 195.0 110.0 195.0 110.0 195.0 i n 28' 76.7 833 110.0 120.0 110.0 120.0 3Y 26• 110.0 145.4 110.0 195.0 110.0 195.0 OO v 30' 73.2 77.7 110.0 120.0 110.0 120.0 42' 110.0 128:1 110.0 195.0 110.0 195.0 32" �, 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8- 110.0 190.6 110.0 IS5.0 110.0 195.0 z C 3W 64A 64.8 110.0 120.0 110.0 120.0 26-1/2- 38-3/8 110.0 1375 110.0 195.0 110.0 195.0 p 40' - - 60.0 60.0 60.0 6D.0 37' 98.5 98.5 110.0 194.5 110.0 120.0 G N Cu) O1 42• - - 60.0 60.0 60.0 So.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 3 20' 86.7 88.7 110.0 195.0 110.0 195.0 19-1/8' 110.0 144.5 110.0 195.0 110.0 195.0 'a 3 w 24' 73.4 73.4 170.0 120.0 110.0 120.0 28-1/2' 50-5 e' / 99.7 1043 110.0 19i0 110.0 195.0 26' 642 64.2 110.0 120.0 110.0 120.0 3Y 74.7 74.7 110.0 120.0 110.0 120.0 30• 66' 60.6 &Me 110.0 120.0 110.0 120.0 42• 65.8 65.8 110.0 120.0 110.0 120.0 32' 57-9 57.5 110.0 120.0 110.0 120.0 19-1/5' 90.7 1042 110.0 195.0 110.0 195.0 V1 U r 36' 60.0 6DA 60.0 60.0 26-1/2' 63• 74.9 77.9 110.0 120.0 110.0 120.0 qp' 60.0 60A 60.0 60.0 37' 60.0 60.13 110.0 120A 110.0 120.0 20" 66.4 66.4 1 110.0 195.0 110.0 120.0 42' - - 60.0 60.0 60.0 60.0 24' 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8• 63.0 B3A 110.0 1950. 110.0 120.0 2E' 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2' 74-1/4• 46.8 46.8 1 110.0 120.0 110.0 120.0 - C 30, 1. 36' 72 46.0 48.0 110.0 12D.0 43.6 43.6 110.0 120.0 60.0 60.0 32' 38' 76' - - 60.0 60.0 60.0 60.0 20' 24' 28' 30' 73' $2.0 52.0 110.0 120.0 43.8 43.8 110.0 120.0 38.7 38.1 110.0 120.0 - - 110.0 120.0 60.0 60.0 2V 24" 26' 30' 32' 84' 41S 41S 110.0 120.0 34.9 349 1109 120.0 - - 110.0 120.0 512 51.2 4B3 483 NOTE: LOAD/AREA LIMITS FOR +110.0. -120.0 PSF - 16.34 SQ. FT. +110.0. -195.0 PSF = 10.00 SQ. Fi. LIMIT MAX LOADS TO 171.0 PSF R' y WHEN MULTI POINT LOCK BY 'INEITI K' 9B IS USED #rk SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 S n O PRODUCT REVISED ` Y as -plying with the Florida/1/1111�1g1�/'I Building God. �33��. NOA-NO. 17-0918.11 Expiration Date 10 /2023 w Mlam do Product Co Q U `y OF drawing no. 1 1 ' 1I 8'TEMGLASS 1/B' TEMP. GLASS AIR SPACE CLASS 1/8' TEMP. GLASS .075' Sotlex CP With PET Core .075' Bolles CP With PET Core By 'Eastman Chemleal Co.' By 'Eastman Chemical Co.' .090' Sofia. Clear And Color Glass GB, Sa,:.0 Clear And Color Glass By 'Eastman Chemical Co.' I.I.Y.IYchemical Co.' .090' SentryGlm INTFRUYERS ta=un SentryGlae •By 'Kuraray America, Inc.' By 'Kummy America, Inc.' .090" TrwifoI PVB 090' Troeifol FVB 8y 'Kuraray America, Im.' By 'Kuraray America, Inc.' . CLASS 1/8' TEMP. GLASS LICDNE SILICONE E-1200 SE-lew OW "a DOW 995OV 899 DOW 899 XL EDGE BPACER XL EDGE SPACER ST. STEEL BY'CARDINAL'SETTING BLOCKS ST. STEEL BY 'CARDINAL' SETTING BLOCKS OR2/ LITE OR 2/ LITE DURASEAL BY 'OUANIX'EPDM DU RASEAL BY 'OUAN1. EPDM OR DUROMETER 85±5 OR DUROMETER 85±5 SUPER SPACER BY 'OUANEX' 3/4" INSULATED SUPER SPACER BY 'OUANIX' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALUES OF WACr RESISTANT WINDOWS No SKM13ts fECWRED RUM TO SHEETS 8 DBiU 7 FOR NS7ALUMON DEWL9 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUff D MTER TO SHMIS 5 TIM 7 FOR DWA L.OXIN DETAR9 PERFOMIANCS VALUES OF IMPACT RESISTANT WINDOWS NO SHIVERS REDMED REFER TO SHEETS 5 THRU 7 MR DWA11An DUMB WINDOW DIMS. GLASS TYPE 'fA GLASS TYPE "IA' WINDOW DrM9. GLASS TYPE 'EA' GIASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYRE '9A' VADTH HEIGHT F3o. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT ER. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) W. 24" 28' 1' 32" 36' 40' 42' 36' 110.0 1943 110.0 195.0 20' 24" 28' 36' 3e 36' 40' 42' 60' 98.0 112.6 110.0 195.0 19-1/e' 26-1/Z' 37' 42' 26' 110.0 195.0 110.0 195.0 110.0 161.9 110.0 1950 854 95.4 110.0 120.0 110.0 2030 110.0 195.0 110.0 13ILS 110.0 195.0 76.7 833 110.0 1202 110.0 145A 110.0 1B5.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.0 110.0 121.4 1104 195.0 702 72.8 110.0 120.D is-1/8' 26-1/2° 37' 42' 38-3/B' 110.0 190.6 110.0 195.0 107.9 107.9 110.0 195.0 64.8 54.8 110.0 120.0 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 SOLO SOLO - - 98.5 98.5 110.0 120.0 925 92S 110.0 1 120.0 60.0 60.0 86.8 86.8 110.0 120.0 20' 24' 1. 30" 32' 36' 40" 42' 42, 1 110.o 1665 110.0 195.0 20' 2e 28' 30' 32" 36' 40' 66' 86.7 86.7 110.0 169.0 19-1/8' 26-1/2' 37" 42' 50-5/6" 110.0 144.5 110.0 195.0 110.0 130.8 110.0 195.0 73.4 73.4 110.0 120.0 99.7 104.3 110.0 195.0 i10.o 118.9 110.0 195.0 64.2 642 110.0 120.0 74.7 74.7 110.0 120.0 110.0 111.0 1TO.0 195.0 60.8 60.6 110.0 118.2 65.8 65.8 110.0 120.0 104.1 104.1 11G.0 120.0 57.5 57.5 IT" 112.2 19-1/8' 26-1/2' 37' 42° 87, 96.7 104.2 110.0 195.0 92S 92.5 110.0 120.0 60.0 60.0 - - 74.9 77.9 110.0 120.0 833 83.3 110.0 120.0 SOLO 60.0 60.0 60.0 11o.0 117,0 793 793 110.0 120.0 20' 2e 28' 30' 32" 38"' 72° S6.4 66.4 110.0 12o.0 60.0 60.0 - 20" 24' 28' 30' 3Y 35" 40' 42' 110.0 145.7 110.0 195.0 58.1 56.1 109.3 109-3 19-1/8' 26-1/2' 37' 74-1/4' 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 40.9 48.9 953 953 46.6 ;We 90.9 90.9 104.1 104.1 110.0 12C.0 46.0 46.0 89.8 89.8 59.8 59.8 97A 97.1 110.0 120.0 43A 43.6 85.0' 85.0 37' 1. 56.3 583 - - 91.1 Bill 110.0 120.0 Boma S0.0 mk LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED SIZE 37' X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS +110.0, -120.0 PSF = 15.34 SO. FT. .Li Inn _loan DCG _ In nn CA Cr 80.9 50.9 110.0 120.0 32" 36' 76" 60.0 60.0 - - 72B 72S 110.0 120.0 SOLO 60.0 - - 69A 69.4 110.0 120.0 20" 1. 28' 32' 78' 52.0 52.0 101.3 1013 20' 2'r 28' 30' 32' 36, a2 54' 110.0 1295 110.0 195.0 43.8 43.8 85.4 8.5.4 98.0 107.9 110.0 195.0 3B.1 38.1 74.3 743 92.5 92.5 110.0 120.0 60.0 60.0 84A 862 110A 120.0 2D' 24' 30' 32' B4'54.5 41.5 41.5 80.9 80.9 110.0 120.0 34.9 34.9 71-9 71.9 110'0120.020" 54.5 gBO.880.8 649 B. 110A MOM S1.2 51.2 61.7 61.7 110.0 120A 483 4&3FOR SQUARE BEAD OPnomt- ALL GLASS TYPES PRODUCT REVISED as eomp%IrT with the Florida Be hR 9 a0 NOA-No. 17-0918.11 Expiration Date 10/2612023 BY Miam ado Produet C 7 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 z xjq 00JLgN0� N O Odin oA.a � ot, IC same -C n N 7OS92 2017 TE OFF drawing9 no, INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOTJR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEEF 6 TYPICAL ANCHORS SEE Ell". FOR SPACING SEE SHEET 6 FOR DESCRIPTION NT xx e '1' NIINQ . 2-1/2' MIN. INSTALLATION TYPE_LE WOOD BUCK TYPE 'I' MAIEBIAI. PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCR6'110N t�EALANT I N �a BUCK ° INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATgjy,: PRESSURE TREATED TYPI /LL INSTALLATION ATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4' X 1' X2-1/ 2X I-O G� AT ANCHOR LOCATIONS erAn 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 A-1/ZI'MIIIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT4 -, - — I — >< LI v• a 2 1/8' ° MIN. ° BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE 14' !,MATERIAL: PRESSURE TREATED ]APICAL INSTALLATION DETAIL ON ALL FOUR SIDES�I SING WOOD l C73 • •: I • L III. • ' �v z Z O q W � i S 6 a Q ONEa �i?yenl Q.og� m j�fl j381 'IHE0 N Gt D u ATTACHMENT -TO 5 n METAL STRUCTURES 0 1' MIN. O SEE EL ANCHORS C SEE ELF/. FOR SPACING Cl N c SHEEP 6 FOR DESCRIPTION W -co, = 0M r 4,SEE o 9 ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED os comp in with tho Florida BaUdin6 ode NOA-Nv. 17-0918.11 Expiration Date 101262023 V �� VCFJtSt '�i 3 r s�1 "� 0 J Ln87 OF drawing no. INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING n*nSEE SHEET 6 FOR DESCRIPTION 1 1 3/6' I • �a n • 1?. i'• < J �vsi 2 1/8' e ' 1'MIN� 2-1/Y MIN. INSTALLATION TYPE 'V WOOD BUCK TYPE MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAI ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR OESCRIPNON I 9f \� 2 7/6' e SUCK INSTALLATION BY OTHERS 1" MIN. INSTALLA110N TYPE '3' WOOD BUCK TYPE 13' MATEBLLIq,-. PRESSURE TREATED TYPICAL INSTALLATION DF_TAIL 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 n�� 21/6' jIg2- INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATE8I�L• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESMSING WOOD W SPACING 6 FOR OESCRFncm V u AL ANCHORS �Y ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION Z q q J Q F q MIETAL STRUCTURES a 9 G a M6' THK. MIN. g 0 o ATTACHMENT TO METAL STRUCTURE ILR aU Rog OGag O Q oa \ N M7Qaum V to) I Sum a�m2 C' A 3 C 124 0W S Co O 2F n c m 'ACING OESCRIPRON eo -O 3 li II I 11 II 1 I I I @X S 21/B• • e ,a..,.ta o - BUCK INSTALLATION BY OTHERS ATTACHMENT TO _APPROVED MULLIONS q�3a 1' MIN. PRODUCT REVISED INSTALLATION TYPE '4' WOOD BUCK TYPE '4' as eompr with the Florida 0uilding Oo�e c m a m - ryry m d g'g MATERIEL: PRESSURE TREATED NOA-1110. 17-0918.11 w 8 3 8 TYPICAL INSTALLATION DETAIL Expiration Date 10262023 ON ALL FOUR SIDES/USING WOOD BY `tttNnluTY�rA'' MIF. gads Preduct Con . ��r..... � V6ENS •� a N \ Ta�2 G? � ,�337 O OF lf/� ,ems .. �o�.�•�.?: drawing no. wss—� 00 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIRE. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17. O.C. 1 AT 10' O.C. AT 17' O.C. AT 10" O.C. AT 17' O.C. AT 10' O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXf.(+)/1NT.(-) EXL(+)/INr•(-) EXT•(+)/INT.(-) EXT.(+)/INT.(-) 'MOTH I HEIGHT EXr.(+)/INT.(-) M.(+)ANr.(-) EXr.(+)/INT.(-) EXT.(+)/INT.(-) 20' 24' 105.0 195.0 154A 195.0 32' 384 78" 133.2 195.0 76.4 . 122.2 195.0 195.0 129.0 172.0 118.4 1894 67.9 108.6 28' 30- 32 36' 40• 36' 1929 195.0 110.6 147.4 20' 24' 28" 30' 32' 78- 195.0 195.0 119.1 19D,5 180.0 195.0 1032 137.6 173.1 195.0 992 158.8 168A 195.0 96.8 129.0 148.4 195.0 85.1 136.1 150.0 195.D 86.0 114.7 138.5 1B&O 79.4 127.0 180.0 77.4 1032 129.8 195.0 74.4 119.1 42' r5.0 128.6 171.4 73.7 98.3 20' 24' 28" 32' 84' 1 195.0 195.0 132.7 195.0 20' 24" 28' 195.0 19&0 132.7 178.9 195.0 195.0 11O.8 165.9 192.9 193.0 110.6 147.4 165.3 195.0 94.8 142.2 165.3 19510 94.8 128.4 195.0 885 132.7 30" 32, 35, 40' 42' 42- 154.3 195.0 88.5 117.9 A*T.-iHOR+q-$/0 , cii 1 1 SHEAR CLIP I ANCAOR6 WPI'H SHEAR 144.6 1029 E29 110.6 128.6 171.4 73.7 98.3 1117 154.3 65.3 88.5 1102 .146.9 632 ' 542 20' 24' 2a' 30' 32' 36' 40' 42' 487 195.0 195.0 154.8 1934 195.0 195.0 129.0 161Z 192.9 195.0 110.8 1392 180.0 195.0 1032 129.0 168.8 195.0 1 95.8 12D.8 1504 1875 68.0 107.5 135.0 168.8 77.4 96.8 128.8 160.7 73.7 92.1 20' 24• 28' 30' 32" 36" 40' 42' 1 54' 1B&0 195.0 137.6 _ 195.0 195.0 195.0 114.7 1720 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 85.0 129.0 133Z 195.0 70.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20• 24' 28' 30' 32' 30, 40" 4Y 80' 195.0 195.0 123.8 1855 180.0 195.0 1032 1545 154.. 195.0 88.5 132.7 144.0 195.0 82.6 1235 135.0 195.0 77.4 116.1 120.0 180.0 68.6 1032 105.0 162.0 61.9 92.9 1D29 154.3 59.0 8&5 20' 24' 28' 30' 32' 36' 40' 66, 195.0 185.0 140.7 195.0 195.0 195.0 117J 164.2 175.3 195.0 1005 140.7 163.6 195.0 93.6 131.3 153.4 105.0 85.0 123.1 135.4 190.9 78.2 1D9.5 122.7 171.8 70.4 98.5 20' 24' 28• 30, 32' 36' 72' 195.0 195.0 120.0 180.E 187.5 195.0 107.5 1505 160.7 195.0 92.1 120.0 150.0 195.0 88.G 120.4 140.6 195.0 80.8 112.9 125.0 175.0 71.7 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SMEAR all? ANCHORS WITH SHEAR CUP AT 17' O.C. AT 10' O.C. AT 17' O.C. AT 10' O.C. WIDTH HEIGHT EXT.(+)/INT•(-) EXL(+)ANr.(-) EXL(+)/INT.(-) ExT-(+)/INF.(-) 19-1/8" 26-1/2- 37' 26' 195.0 195.0 149.4 195.0 195.0 195.0 107-8 161.8 195.0 195.0 77.2 115.9 19-1/8' 26-1/2- 37' 38-3/8- 195.0 195.0 151.9 195.0 191.2 195.0 109.E 145.1 136A 1828 1 78.5 104.7 19-1/6' 26-1/2' 37• 50-5/8' 185.0 195.0 1535 191.9 193.2 195.0 110.8 138.8 138.4 173.0 79.3 992 19-1/B' 26-1/2' 1. 42• �- 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 1/1.2 194.6 63.8 111.E 93.0 171.4 582 98.3 19-1/B" 26-1/ 37' 74-1/4- iB5.0 195.0 - 1305 195.0 184.7 185.0 94.4 151.1 117.9 188.6 1 67.6 108.1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4' DIA. KWIK-CON II BY 'HILT' (Fu-163 KS4 Fy-157 KSI) 1 /4" DIA ULTRACON BY 'ELCO' (Fu-177 KS1. Fy-165 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" 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 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 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.) ALUMINUM : 1/8' THK.. MIN. (6063-75 MIN.) SldF (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 fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. PRODUCT REVISED `AI1�1^111111171j7' as complyyi1ng with tho Florida 17-0916.11 : W............. ' ! Bullding Bodo �'tl �A ..... HOMNo. imeion Date 101262023 NO.70582 � Mfam{ ado ^Promo uet GM : �v M Z q� F� �N 9oa _F Oo.°.e A. w It at: to O a�� 0 3mx NNO N IL ZOOE D no. PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 24" 28' 30' 36" 32' 36" 40" 42' 20' 24' 2W 30, 42 32' 36' 40- 42' 20' 24" 28" M. 48" 32' 38' 40' 42' 20' 24" 28' 30" W 32' 36' 40' 42- 20' 24' 28' 6W 3z' 36" ao- 42" 20- 24- 28• 30, Be 32" 38' 40' 20' 24' 28' 72' 30' 32' PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 24" 28' ' 76' 30 32- 36- 20" 24" 28' 78' 30' 32' 20" 24' 28' 84. 30' PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DUE. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8- 26-1/2- .W.110.0 42- 26. 110.0 195.0 110.0 195.0 1842 110.0 152.4 19-1/8- 26-1/2- 37' 1. 38-3/8' 110.0 195.0 110.0 172.6 110.0 156.3 95.7 120.0 19-1/8- 26-1/2" 37- 42' 50-5/8. 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8- 26-1/2' 3T 42' B3- 109.J 149.9 84.8 1182 67.9 93.1 60.0 60.0 19-1/8- 26-1/2' 37' 74-1/4' 110.0 154.8 86.4 118.5 60.0 60.0 19-1/8' 26-1/2' 370 76' 109.9 120.0 84.0 115.2 60.0 80.0 18-1/8' 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' DIAI KWIK-CON II BY 'HILTI' (Fu=163 KSI, FY-157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO GONG. OR MASONRY B - 1/4" DLa 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 SMS (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 f c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ALUMINUM BUCK FRAMING DETAILS 0 REFER TO SHEETS 3 s FOR WINDOW CAPACITIES ' USE LOWER APPL1C49LE LE VALUES. m Zi h mm 0 F n a Oi C 1{2. � r a0� Er04 e C LL Z Cc #14 SMS i O m AT 6' FROM ENDS 17' O.C. MAX. AT JAMEIS O 14' O.C. MAX. AT HEAD/SILL O #14 SMS AT 6" FROM ENDS c R WVLJ In1UU 17O.C. MAX. AT JAMEIS 17' 24" O.C. MAX. AT HEAD/SILL QO a� I au�i 1 c C vZ 4' I TYPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE 'C- p U 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 0�, 1T O.C. MAX. AT HEAD/SILL I" MIN 24' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES c 3 TYPICAL INSTALLATION DETAIL R PRODUCT REVISED S ON ALL FOUR SIDES USING ALUMINUM BUCK SYSTEM as complYfng with the Fiodda v Bullding Code g NOq-No. 17-0918.11 .500 .845 NOam `��t'l��l3Sl l 3F- I c ao uct I sC MINIM - 15 .065 5.065 .921- - 562 1.126 '11.436 .903 - ALU�UM BUCKBUCK OPTIONAL COVER - b 6063-Ts 6063 T6 CF 7•CtY� drawing no. F20 DR• a�: %�c�.. W98-100