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HomeMy WebLinkAboutProduct Approval (6) MIAMi•DADE M I&ND-DARE COUNTY aow PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miami(We.goy/economy CGI Windows and Doors,Inc 10100 NW 25 Street Miami Fl.33172 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(AIS. 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 DOCLJMENT: 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., 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. SIZE IMPACT RATING:La rge 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 No. 15-051219 and consists of this page !l 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 Mu►itl oADEcoutma Expiration Date: October 26,2023 PIP Approval Date: November 30,2017 1��� Pagel CGI Windows and Doors Inc. " NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED 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 Ahinad, 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(t and Super Spacer® insulating glass spacer; prepared by Certified Test Laboratories, Test Report No. CTLA-3056 V"'A, 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 masked-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) PIC? 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 Doorg.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corr mxj)1 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. HT1-0080- 030147 for specimen A and B, and HTL-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 FSC, 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,AETI-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 #96-04I Z03 and# 01-1002.03) Manuel kerezA.ft 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 SUBNMTED B. TESTS (cora rwm) 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 201794 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 diagramof 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 NDA #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"Saflez CP-Saflez and Saflez HP Composite Glass Interlayer_s 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"Saflez Clear and Color_ Glass Interlayers"dated 06/19/14,expiring on 05/21/16. AAA- Manuel Pere YT/.E. Product Control E er NOA No.17-V918-11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG Soh Edition (2014), dated April 11,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NDA #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 NDA #14-0506.01) 3. Laboratory compliance letters for Test Reports No.II TL-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, HETI-08 2144,HETI-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 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 interlaver by Kuraray America,Inc.,as well as Duraseal@ and Super Spacer@ Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by REP, 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 ere Product Control Em' 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 61 Edition (2017) and of no fmancial 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 11E. Product Control E m' er NOA No.17-0 918.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-5 GENERAL WINDOW SECTIONS WINDOW WIDTH U FLANGE FRAME vEHr WIDTH �� o 1 WW-2' D.L. OPG. Z WW-7' 6'MAX.TYP. O 7 A HEAD/SILL O6 CORNERS e a a a 2 6 2 OLOCKS CKPOINTS ALL SIZES - II µ__ ¢ 0�7 N C SNUBBER (r7 0 j I / I I 4 5 o AT IMPACT VINDOVS ONLY I / Iu, II 0 1O W� C,H ti 70 s�I o f I I %��I I Q :3 V. G J I I i o __�-_-------- SURFACE APPLIED J.CI C,3 4 i ---------- ; ---1 —FALSE.MUNTINS a m 11 OPTIONALUL m I 1 IIS II O it FOR GLASS TYPES, REFER TO . L SHEETS 3 AND 4. `o 7 7 p 3 D.L OPG. D.L.OPO. 2 1/2' B 24"MAX.TYP. ❑IV r 4 1' VENT WIDTH VENT WIDTH 7' AT MEAD/SILL TYPICAL ELEVATION = C WINDOW WIDTH I j WINDOW WIDTH (FLANGE FRAME) Lo EXTERIOR i MULTI POINT LOCK 3 M ao I MAXIM MULTI POINT LOCK G9 BY'INTERLOCK' J GA BY•TRUTH' ALT.TO CAM LOCKS C Z 6 I ALT.TO CAM LOCKS N p _ rr ; c) MAX.WOW. LOCK MAX.WOW. LOCK a O C3x I 11 1 HEIGHT POINTS HEIGHT POINTS tli fl � Ali 56' 3 o B4' 1 4 11 74' 4 © B IULI•u"LJ�" o 7 P NOTES: " i THIS P g 7 REQUIREMENTS OF THE 2074(5TH EDITION)/2017 (6TH EDITION) FLORIDA THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SHUTTERS ARE NOT REQUIRED. 1 B OR 29Y WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE m INSTRUCTIONS: DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO o o.�b`1.=.$ TO THE BUILDING STRUCTURE U E$8 USE CHARTS AS FOLLOWS. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SEPARATE CGI MULLION N.O.A. _ x STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT 13ASED AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 7 7 7 11 111/h ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ���777Z/'AZT m USING APPLICABLE ASCE 7 STANDARD. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� P� ®.•••''•••�.g� i i •t Y� 0 STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. Q;"'] ` ODINSF �' 4 CAPACITY OF DESIRED GLASS SrZE/IYPE `•- O J ��1� a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 705 STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED WITH DESIGN RATING MDRE THAN DESIGN LOAD SPECIFIED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG, CODE&ADOPTED STANDARDS.as complying with the Florida - IN STEP 1 ABOVE THIS PRODUCT APPROVAL IS GENERIC-AND DOES NOT PROVIDE INFORMATION BUllding Code NOA-No. 17-0916.11 �� �p�' IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT,ADEQUACY �O ATE CF (y� drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Fatplratlon Data 10/2 612 023 P �: SHEET 7 TO DETERMINE CAPACITY. WATER INFILTRATION RESISTANCE ETC. ��i�S '� �''��`�� W98_1 00 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, By SMALL APPLY TO ENTIRE SYSTEM. AND TO BE REVIEWED BY BUILDING OFFICIAL Mlam Dade Fro uet Co ro TINT 11117777 sheet 1 of 7 ' WINDOW WIDTH4 U 5 � VENT WIDTH 7I WW-1 1/2' m mp� Z y r 3 GENERAL WINDOW SECTIONS D.L.OPG. 0 F �. LEG EQUAL FRAM WW-6 1/2' s'Max.TY?. Q - A cO�RNF s 0 `o�° US 1A CL OL- IT 0 I P a p r= 2D r= /y ii rl U_ �S N —t__F3 --o F•1 l,J CAM LOCKS w i\ / II a = 3 8 2 LOCK POINTS = _ o II jam/I I 1 m W 3 = 1 ALL SIZES p j J C SNUBBER AT IMPACT VINBOVS ONLY SSS j I k II OPTIONAL if o I 0 I �j B 24'MAX TYP. " C AT HEAD/SILL � 02Na TYPICAL ELEVATION 0555 m N (EQUAL LEC FRAME) �O 1A 7 3 D.L OPG. FOR GLASS TYPES, D.L.OPG. 2 1/2' p I 2 REFER TO G7 3/4' VENT WIDTH SHEET'S 3 AND 4. VENT WIDTH 3/4' U 0 WINDOW WIDTH WINDOW WIDTH O EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK sq 6Y'TRUTH' 89 BY'INTERLOCK' �i ALT.TO CAM LOCKS ALT.TO CAM LOCKS MAX.WOW. LOCK MAX.WOW. LOCK om' HOGHT POINTS — HEIGHT POINTS {{KK w o j 42 2 38' 2 ti I 633 66' o I 84 4 74' 4 J 84' S 11 , ,,�� � ABT••VOENgF'•.�Ld 2 a{ PRODUCT REVISED 1197 '= as complying with the Florida �'r� ©U 2151/ NC•70582 Q Building Cod. © e NOA-No. 17-0918.11 7 Expiration Date 10/2612023 c OF •�/�' drawing •1 no. 1 BY ��iC ORIDt;.•'C1,�� w9a—I Q� n MladVde Producr!711 •��4'��```` illli1111 sheet 1.1 of 7 1--2.075 1.757 t, c2 2.625 2,625 �I .768 � o I 5 JL5 1.000 1.307 .090 TYP, ZF n L075 0 p 2,625 2.62s 2,215 2.465 L43B Q 6 6 .000 TYP. O.Oi{Ouu�-S. 7 CL 1.222 n CORNER KEY CORNER KEY 2 VENT 5 i6' LAM. GLASS p 13 Q .060 THICK ST. STEEL OO .062 THICK ALUMINUM O FLANGE FRAME Q (/ ) O. 2075 1.757 0 IL ci a yR OO '� 61",—t— TYP. yl m 1.057 1,875 S rj m V 720 46 IN 2"t 2455 2.715 1.438 C VENT CORNER .080 c3 1.624 U I 3 c 1A 2e EQUAL LEG FRAME VENT (INSUL LAM. GLASS) n 1,757 O ri ALL FRAME AND VENT CORNERS TO BE ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RBHARXS SEALED WITH GE SILPRUF OR EQUIV. C 1 CGI-373 4 FLANGE FRAME 8063-TB INDALEX OR EQUN. A90 TYP. z 1A CGI-397 4 EQUAL LEG FRAME 6063-Tfi INDALEX OR EQUN. L875 +L�+ D N o 2 CGI-378 4 VENT(5/16'IAM.GLASS) 6063-T6 INDALEX OR EQUN. So (n N�: e 28 CCI-381 4 VENT(INSUL LAM.GLASS) 6063-T6 INDALEX OR EQUN. .720 L43B = O 3 M m 5 2C CGI-385 4 VENT(7/16•LAM.GLASS) 6063-T6 INDALEX OR EQUN. Z 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. n }� 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 71,34,7T d 4 - 4 .060 THICK CORNER KEY ALUMINUM - 4 5 a .060 THICK CORNER KEY ST.STEEL - 2G VENT (7/16' LAM. GLASS) U F 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS .754 7 0750-K-190 AS REOD. VENT WFATHERSTRIPPINO SCHLEGEL Q-LON B 35-10-OG-101 2/VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH.ATTACHED W/(6)#8 X 3/8'SS SMS .383 9 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL. TRUTH.ATTACHED W/(2)#8 X 3/8'SMS ,830 9A - 1/VENT MULTI POINT LOCK - TRUTH € n 9B - t/VENT MULTI POINT LOCK - INTERLOCK ,617 w w p 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEt1 CGI.ATTACHED W/(2)#10 X 3/8'SS SMS O CGI-375: OGEE GLAZING STOP C f5 pis 11 - 1 OPERATOR(OPTIONAL) STEEL TRUTH.ATTACHED W/(2)#8 X 3/e'SS SMS u 1 OPERATOR(OPTIONAL) STEEL INTERLOCK .753 m z g 12 30175 1 OPERATOR TRACK STEEL TRUTH.ATTACHED W/(2)#8 X 3/8'SS SMS n n 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - g10 X 1-1/4'SS SMS .808 830 r PRODUCT REVISED .617 g g as co 1yIng with the Florida 73 Building Gode ®CGI-396: SQUARE GLAZING STOP NOA-No. 17-0918.11 LV1111 Expiration Date 10/2612023 `11*1 "°:.;. ''ii'� � By VGENSg'' Mlam ade Product on _ = 917 OF drawing no. FRAME CORNER %, ` ' OR%D.P.:'�0��` W98_ 0 ���/is iT Nb�l;�1t�� sheet 2 of 7 1 1/8"ANN.GLASS 3/16"ANN. GLASS 3/16'HEAT STREN'D CLASSf 1 Z5 ��/ U .075"Satlex CP With PET Core .075"Sailex CP With PET Cora c By'Eastman Chemical Co' By'Eastman Chemical Co.' .090"Saflex Clear And Color Glasa 090'Saflex Clear And Color Glass .090'SaRex Gcar And Color Glass m i� 8y'Eastman Chemical Ca: BY'Eastman Chemical Co.' By'EoStmon Chemical Co.' Z 3 INTERLAYERS� INTERLAYERS INTERLAYERS IS .090"Trosifol PVB 090'SantryGlas .090'SentryGlas "+ By'Kururay America, Inc.' By'Kuraroy America.Inc.' By'Kuraray America, Inc' 2 n I .090'Trosifol PVB .090'Trosifol PVB 6 16 & 1/B'ANN.GLASS By'Kuraray America, Inc.' By'Kuraray America, Inc.' Q�+��II N`-� 0 3/16'ANN. CLASS ?w 3/16"HEAT STREN'D GLASS Q.GL Ny DOV7200 995SILICONE i7 �I SILICONE cs ii II SILICONE it it v G N DOW 899 i! DOW 995 I! I! DOW 2995 DOV 899 '! ! DOV 8991 SOUARE BEAD ONAL �:»:: 1 O ALL GLASS TYPES I_ 1 a 5/16" NOMINAL 7/16" NOMINAL 7/16" NOMINAL _ GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' J i7 PERFORMANCE VALUES OF IMPACT RESISTANT TIINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS Q NO SHUnERS R..0 m NO SLRIDRS REaU1RED NO SHURERS RES7UWm RUM TO SHE TS 5.THRU 7 OR INSTALLATION DETA45 REFER TO SHEETS 5 THRU 7 FOR DWALLADON CEIAMS REFER TO SWEETS 5 THRU 7 FOR INSTALLATION DUALS N WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'9' GLASS TYPE'6' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'3' 1 GLASS TYPE'8' WINDOW DIMS, GLASS TYPE'2' 1 GLASS TYPE'3' GfA55 TYPE'6' WIDTH HEIGHT EXT. (+) iNi.(-)I E)rl:(+) INT. (-) EM. (+) TNT. (-) WIDTH HEIGHT EXr. f INT. (-) EXT.(+) INT.(-) EM.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1- (-)IEXT. (+)I 1M.(-) EXT.(+) 1NT.(-) 3 C m 20' 110.0 194.3 110.0 185.0 110.0 1 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 iioX 195.0 24' 110.0 161,9 110,0 195.0 110.0 195.0 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 o 28' 110,0 138.8 110.0 195.0 110.0 195.0 28" 76.7 63.3 110.0 120,0 110.0 120.0 37' 28' 110.0 145.4 110.0 195.0 110.0 195.0 Gi 0 v 30" 36' 110.0 129,5 110.0 195.0 110,0 195.0 30' EU" 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 C3 32" 110.0 121.4 110.0 1910 110,0 195.0 32' ❑ 70.2 72.8 110.0 120.0 110.0 12110 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 z V 36' 107.9 107.9 110.0 195.0 110.0 195.0 36' 64.8 649 110.0 120.0 110.0 120.0 26-1/2' 110.0 137.5 110.0 195.0 110.0 195.0 C / 38-3/8' O N o 40' 97.1 97.1 110.0 195.0 110.0 120.0 40' - - 60.0 60.0 60.0 60,0 37' 9" 985 110.0 194.5 110.0 120.0 %U) 42' 925 925 110.0 120.0 60.0 60.0 42' - - 60.0 60.0 60.0 6D.0 42' 86.8 86.8 110.0 120.0 110.0 120.0 �+N K) I 20' 110.0 1655 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8' 110.0 1445 110.0 195.0 110.0 195.0 =:2V� i 24' 110.0 138.8 110.0 195.0 110,0 195.0 24' 73A 73.4 110.0 120,0 110,0 120.0 26-1/2' 50-5 8' 99.7 104.3 110,0 195.0 110,0 195.0 ,�'� C Z u-xa^ 28' 110.0 118.9 110.0 195.0 110.0 195.0 2B' 64.2 64.2 110.0 120.0 110.0 120.0 37' / 74.7 74.7 11010 120,0 110.0 120,0 .L D= 30' 110.0 111.0 110.0 195.0 110.0 195.0 30' 65' 60.6 60.6 110.0 120.0 110.0 120.0 42' 65,8 65.8 110.0 120.0 110,0 120.0 32' 4Y 104.1 104.1 110.0 1950 110.0 120.0 32' 575 57.5 110.0 120.0 110.0 120.0 19-1/8" 96.7 104.2 110.0 195.0 11000 195.0 C.7 r 36' 92.5 92,5 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 25-1 2' 74.9 77.9 110.0 120.0 110.0 120.0 40' 83.3 83.3 110.0 120.0 110.0 120.0 W. - - 60.0 60.0 6040 60.0 37' 60.0 60.b 11000 120.0 1100 120.0 42" 79.3 79,3 110.0 120.0 60.0 6D.0 1 20" 66.4 66.4 110.0 195.0 110.0 120.0 - - 60,0 60.0 60.0 60.0 �n 20' 110,0 145,7 110.0 195.0 110.0 1 195.0 24' 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 63.0 83.0 110.0 195.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 28' 72, 48 11 .9 48.9 110.0 120.0 110.0 120.0 26-1/2' 74-1/4' 46.6 46.6 110,0 120.0 0,0 120.0 $Q? 28' 103.6 104.1 110,0 195.0 110.0 120.0 30" 46,0 45.0 110.0 120.0 110.0 120.0 37' - - 59.8 59.8 59.8 59.5 0 ES 8 JO 48' 97'1 97.1 110.0 195.0 110.0 120.0 32' 43.6 43.6 110.0 120.0 110.0 120.0 37' 77' - - 56.J 55.J 56.3 58.J rk�k _ 32' 91.1 91.1 110.0 120.0 110.0 120.0 36' - - 60.0 50.0 60.0 60.0 36' 80.9 1 80.9 110.0 120.0 110.0 120.0 32' 76' - I - 60.0 60.0 60.0 60.0 * LIMIT MAX. LOADS TO 171.0 PSF 40' 72.8 1 729 0.0 110.0 12 110.0 120.0 3s' 60.0 60,0 60.0 60,0 WHEN MULTI POINT LOCK BY'INEIRLOCK' 9B IS WHEN M 42" 69.4 69.4 110.0 120.0 60,0 60.0 20' 52.0 52.0 110.0 120.0 110.0 120.0 fl) n o 20' 110.0 129.5 110.0 195.0 110.0 195.0 24" 43.8 43,8 110.0 120.0 110,0 120.0 **SIZE 37'X 77'APPUCABLE TO FLANGE FRAMES ONLY o`m' 24' 98.0 107.8 110,0 195.0 110.0 195.0 28' 78' 38.1 38.1 110,0 12040 110.0 120.0 SEE SHEET 1 28" 88.2 925 110.0 120,0 110.0 120.0 30" - - 110.0 120,0 60.0 60.0 84.4 _ _ PRODUCTREVISED �--� 32' S4" 80.9 80.9 110 0 120.0 110 1 1 11041 12'.0 120.0 20' 41.5 41.5 110 0 =120.0110.0 60.0 60.0 120.0 Building Congewith the Florida \\\11111 /AA'/' NOA-No. d 17-0918.11 ��� �� ""• y�� o 36' 71.9 71.9 110.0 120,0 110.0 120.0 24' 34.9 34.9 110.0 120.0 VcENSF64.8 64.8 110.0 120.0 110.0 120.0 2B' 84" - 110.0 54.5 Expiration Date 101 1202361.7 61.7 110.0 120.0 60.0 60.0 30' - - 51.2 511 B0592Y -32' - - 48.3 48.3 Mlam Dada Product Co 1 NOTE: -01. GLASS CAPACITIES ON THIS SHEEP ARE NOTE: G_� Q OF lyw� drawing no. �V BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS %�' 10►.,:''O� DECLARATORY STATEMENT DCA05 DEC-219 FOR +110 0, -195 0 PSF 10.00 I III111 AND 0 SQ. Fr. oFH41 [sheet W983af 00 T 1/8'TEMP. GLASS 1/8'TEMP.GLASS U AIR SPACE AIR SPACE 1/8"ANN.GLASS 1/8'TEMP. GLASS ro .075'SoFlex CP Wllh PET Care .075'Saflax CP With PET Core Z m By'Eastman Chemical Co.' By'Eastman Chemical Co.' Q m .090'Saflex Clear And Color Glass -.090"Saflex Clear And Color Glass r A By'Eastman Chemical Co: By'Eastman Chemical Co.' ~ ''S FtDv a IINTERIAYERS NTERLAYERS 6 w •090"SentryGlas .090'SentryGlasQ D Oq By'Kuromy America,Inc.' By'Kuroray America, Inc.' ry .090"Trosifol PVB .090'Trosifol PVS p By 'Kur.ray America,Inc.' By'Kumray America, Inc.' SQUARE BEAD 1/8"ANN. GLASS 1/8"TEMP.GLASS OPTIONAL a ALL GLASS TYPES c C m I i SILICONE I SILICONE GE-1200 GE-1200 Q a D<y DOW 995 I DOW 995 I: Q. $d DOW 899 I. DDW 899 XL EDGE SPACER XL EDGE SPACER '•'•••'•' IQ Z 0)- m ST.STEEL BY'CARDINAL.' SETTING BLOCKS ST.STEEL BY'CARDINAL' SETTING BLOCKS D OR 2/LTTE OR 2/LITE DURASFAL BY'QUANEX' EPDM DURASEAL BY'OUANEX' EPDM Q W 01 f OR DUROMETER 8515 ' OR DUROME'TER 8515 0 SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'QUANEX- 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' _ n J U I i C n - uO1i PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS � � o NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRE O REFER TO SHE TS 5 THRU 7 FOR DMAUATION DETAILS RUM TO SHEETS 5 THRU 7 FOR 91STALLADO4 DETAILS REFER TO SHEETS 5 THRU 7 FOR WSTALLITION DETAILS � QO W WINDOW DIMS, GLASS TYPE'2A' GLASS TYPE'SA' WINDOW DIMS. GLASS TYPE'2A' GIASS TYPE'3A' WINDOW D151S. CLASS TYPE'2A' GLASS TYPE'aA' � WIDTH HEIGHT EXT.(+) INT.(-) DR.(+) INT.(-) WIDTH HEIGHT ETR.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT. (+) 1NT.(-) C�N a 20' 110.0 194.3 110.0 195.0 20' 98.8 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 D N n 24' 110.0 161.9 110.0 195.0 24' 85.8 85.4 110.0 120.0 26-1/2' 110.0 203.0 110.0 185.0 N N 26' M 20' 110.0 138.8 110.0 195,0 28' 76.7 83.3 110.0 120.0 77' 110.0 145.4 110.0 195.0 30• 36' 110.0 129.5 110.0 195.0 3d' B0• 73.2 77.7 110.0 120.0 42' 110.11 128.1 110.0 195.0 Z ^ 32" 110.0 121.4 110.0 195.0 32' 70.2 72.8 110.0 120.0 19-1/8' 110.0 190.6 110.0 185.0 H c 36' 107.9 1075 110.0 195.0 36' 64.8 64.8 110.0 120.0 26-1/2' 33-3/0- 110.0 137.5 110.0 195.0 r �_ 40' 97.1 97.1 110.0 120.0 40' 60.0 60.0 - - 37' / 983 985 110.0 120.0 U 42' 92.5 823 110.0 120.0 42' 60.0 60.0 - - 42' BSA 969 110.0 120.0 20' 110.0 166.5 110.0 195.0 20' 86.7 B6.7 110.0 169.0 19-1/8' 110.0 1443 110.0 195.0 24' 110.0 138.8 110.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 PRODUCT REVISED 50-5/e' as complying with the Florida 28' 110.0 118.9 110.0 195.0 28' 64.2 642 110.0 120.0 37' 74.7 74.7 110.0 120.0 Building Code 30' 42, 110.0 111.0 110.0 . 195.0 30' 66• 60.6 BOX IImo 1182 42" 55.8 85.8 110.0 120.0 NDA-No. 17-0916.1'1 32' 104.1 104.1 110.0 120.0 32' 57.5 573 110.0 112.2 19-1/8' 96,7 104.2 110.0 195.0 Expirotfon Date 10126/2023 36' P79.3 92.5 110.0 12D.0 38' Box 60.0 - - 28-1/2' 67• 74.9 77.9 110.0 120.0 - x 2 40' 83.3 110.0 120.0 40' 60.0 fi0.0 - - 37' 60.0 60.0 110,0 117.0 By C B Miarri ado Product C I y n 42' 79.3 110.0 120.0 20' 66.4 66.4 110.0 120.0 42" 60.0 60.0 - -20' 145.7 110.0 195.0 24' 56.1 56.1 109.3 109.3 19-1/B' 63.0 63.0 110.0 120.0 NOTE: 24' 121.4 110.0 195.0 28• 48.9 48.9 953 95.3 26-1/2' 74-1/4' 46.6 46.6 909 90.9 GLASS CAPACITIES ON THIS SHEET ARE 28' 104.1 110.0 120.0 30• 72' 46.0 46.0 89.8 89.8 37' 59.8 59.8 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) d 30' 97.1 iio.o 120.0 32' 43.6 43.5 85.0 85.0 37' 77' 56.3 56.3 - - AND FLORIDA BUILDING COMMISSION o o. o 32' 91.1 91.1 110.0 120.0 30, F60.0 60.0 - - DECLARATORY STATEMENT DCA05-DEC-219 •s ''a 36' 80.9 80.9 11010 120.0 32' 60.0 60.0 - - 1K UMR MAX.LOADS TO 171.0 PSF a0 42' 694 69.4 76• 920 520 101.3 101.7 ISHUSED 40 110.0 120.0 35,110.0 120.0 20' MULTI POINT LOCK BY'INEfRLOCK' 9B ```�3��11®11 F ��', I •t 20' 110.0 129.5 110.0 195.0 24' 7B, 43.8 43.8 85.4 85.4 **SSIZE 37*X EE SHEET 1 7'APPLICABLE TO FLANGE FRAMES ONLY 24' 98.0 107.9 110.0 195.0 2B• 38.1 38.1 74.3 74.3 _ 28' 925 92.5 110.0 12MO 32' 60.0 60.0 - _ N 70592 30' 84.4 86.3 110.0 120.0 20' 41.5 41.5 80.8 80.8 rt = - •d 32' 54" 80.9 8019 110.0 12D.0 24' 34.9 34.9 65.0 6B.0 `E a V POP 36' 71.9 71.9 110.0 120.0 28' 1' 54.5 54.5 - _ NOTE: TE OF drawing no. 40' 649 64.131to.0 tzo.o 30' 51.2 51.2 - _ LOAD/AREA LIMITS % S,•, ORIOP. �\�`` W98-10D 42• 61.7 st.7 t1a.D 120.0 3z° a9a aa3 _ _ FOR +110.0, -120.0 PSF = 16.34 SQ. FT. y�y n1/4l.�t`N� +110.0, -195,0 PSF = 10.00 SQ. FT. Ilillt iltl sheet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) V �o • FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING m SEE SHEET 6 FOR DESCRIPTION Z b m 3 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES Q d N ai .1/6'THK.MIN. Q O o�- O N yy U 1 3/8' a LI C Q SEALANT SEALANT 6 O 0 oap 2 1/8' 1 O TIN. vh aC��•i 6 �I LLZUI_ o a1'MIN •1'MIN J v 2-1/2'MIN. 2-1/2'MIN. Q GTl INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' N MATERIAL PRESSURE TREATED MATERIAL PRESSURE TREATED um U I TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES 3 W a 1/8'MIN. 'fYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Z C SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING H SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION _ _ SEE EE FOR SPACING I f T I SEE SSHEEP 6 FOR DESCRIPTION 1 v3u.n SEALANT G Z y SEALANT I 11 II � •v' a Iry 2 7/6' �- . MIN. u BUCK INSTALLATION BY OTHERS n BUCK INSTALLATION BY OTHERS ATTACHMENT TO o 6 t' MIN. 1'MIN. APPROVED MULLIONS g INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' PRODUCT REVISED z MATERIAL:PRESSURE TREATED MATERIAL: PRESSURE TREATED as=[yIng with the Florida BuGod. NOA-No. 17-0818.11 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL Ex Iratlon nate 10/2612023 0 0 0 $m ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD By c - x Miam Dado Pro act Cont of 11 i l I I I ITT ALUM CHANNEL 3/4•x 1•x 3/a 2-1/•2"x LONG 1/a' );•'V,C111Sg'•., Q 1v AT ANCHOR LOCATIONS N N.70592 LJ1� 0'•, S OF r. � drawing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN %`�'•., oR1or.. �a�: W98-100 THEMLOADSTO THED By BUILDING GLAZING SYSTEM AND TRANSFER ALT ITH SHEAR OR OCLIPON ''�r�sieY\`` sheet 5 of 7 nunnTY INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SJD-XS) V • FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 �� p TYPICAL ANCHORS ml SEE ELEV.FOR SPACING -� SEE SHEET 6 FOR DESCRIPTION Z 0.METAL q 0 Z TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES a b 1 8'THK.MIN. O p°,B 0 SEE ELEV.FOR SPACING SEE SEE FOR SPACING / N SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION pl a I 1 I S O H _ 3�B qa C IF o Z � I � � I 1 �y myh� s O Z� N N \ zH— O 2 1/8• < � I Y.z J \N 2 t/B� �.Z p f m c •1'MIN •1'MIN Q W m�t O 2-1/2'MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE IZLSTALLATION TYPE 12' WOOD BUCK TYPE '2' c MATERIAL• PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO 29 n ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES z v� c Ir1/8'MIN. o;sn v a N Ir 1 I •` a I va VQ y N 2MtIN/.e' IIIIIIII LIIIIIII 0 TYPICAL ANCHORS TYPICAL ANCHORS 7S1EPEICEALLEANCFOHRORSSPACING O SE0".FOR SPACING SEE ELEV.FOR SPACING SEHE6 FOR DESCRIPTION CW SEE SHEET 8 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION z OZ 3/8' ESo 2T/6' ATTACHMENT TO UCK INSTAATON Y OTHERS UCINSTALLATION BY OTHERSn APPROVED MULLIONS 1 a 1'MIN. PRODUCT REVISED ' as Complying with the Florida o m 0 0 INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' Building Code MATERIAL:PRESSURE TREATED yAiE@IEI; PRESSURE TREATED NOA-No. 1Y-0918.11 m g Eupiratlon Date 1012612023 - TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL `LT71I11illl/ll� ON ALL FOUR SIDESUSING WOOD ON ALL FOUR SIDES/USING WOOD Miami�adeProductcon P® ����i� j u /Vf 4 N 70M C�f © J 2217 �� WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Q TE OF :•�lV` drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER '% S� •R��P��`�� W98-1 0� THEM TO THE BUILDING STRUCTURE. ��i/il�N�l1T��� sheet 5. of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS [� " REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHORS W/O SHEAR CLIP ANCHORS MM SHEAR CLIP ANCHORS W/D SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHDRS HITH SOAR CLIP WINDOW DMS. AT 17'O.C. AT 10"O.C. AT 37'O.C. AT 10"O.C. VINDOW DIMS. AT 17"D.C. AT 10"O.C. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. I AT 10"O.C. AT 17'O.C. AT 10'D.C. Q m m 3 WIDTH HEIGHT EM.(+)/INT.(-)EXT.(+)/NT.(-)EXL(+)/IM.(-)E%T.(+)/INT.(-) WIDTH HEIGHT D(L(+)/IM.(-)EM.(+)/INT.(-)EM.(+)/INT.(-)EM.(+)/IM.(-) WIDTH HEIGHT EXT.(+)/INT.(-)EM.(+)/IM.(-)E%T.(+)TINT.(-)FD(T.(+)/INT.(-) b 20" 195.0 195.0 154.8 195.0 32' 76" 133.2 195.0 76.4 122.2 19-1/8" 195.0 195.0 149.4 195.0 F °j 24' 195.0 195.0 129.0 172.0 38° 118.4 159.5 67.9 108.6 26-1/2" 26' 195.0 195.0 107.8 161.8 f N a 28" 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1 190.5 37" 195.0 195.0 772 115.9 O OrNo" U 30' J6° 180.0 195.0 103.2 137.6 24" 173.1 195.0 99.2 158.8 19-1/B" 195.0 195.0 151.9 195.0 a N 32' 168.8 195.0 96.8 129.0 26' 78" 148.4 185.0 85.1 136.1 26-1/2' 38-3/B' 191.2 195.0 109.6 146.1 a 1p. LL 36° 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37' 136.9 182.0 78.5 104.7 0 t1 N 40' 135.0 180.0 77.4 103.2 32' 129.8 195,0 74.4 119.1 19-1/8" 195.0 195.0 153.5 191.9 42' 1 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2' 50-5/B" 193.2 195.0 110.8 138.5 cy C R`'• CL a 20' 195.0 195.0 132.7 176.9 24° 195.0 195.0 110.6 165.9 W. 138.4 173.0 79J 98.2 Q O �p 2a' 1928 195.0 110.6 147.4 28° 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 195.0 N W O n 28, 165.3 195.0 94.8 126.4 30' 154.3 195.0 89.5 117.9 32' 754.3 195.0 88.5 132.7 12 194.6 63.8 111.6 ZL O 32' 42' 744.8 1829 828 110.6 42' 171.4 58.2 98.3 Q 2 001 35' 128.6 171.4 73.7 98.3 19-1/8" 195.0 195.0 130.8 195.0 uWl 40' 115.7 154.3 58.3 88.5 26-1/2' 74-1/4' 164.7 195.0 94.4 151.1 O 42" 110.2 .146.9 632 812 37' 117.9 188.6 67.8 108.1 a 20" 195.0 195.0 154.8 193.5 1O L1 I 24' 195.0 195.0 129.0 161.3 C n 28' 192.9 195.0 110.6 138.2 30" 180.0 195.0 103.2 129.0 W TYPICAL ANCHORS: SEE ELEV.FOR SPACING p C 32" �• 168.8 195.0 96.8 120.9 I E5 O ' Q W 36" 150.0 187.5 86.0 107.5 - 40' 135.0 168.8 77.4 96.8 " �j ' (Fu-177 K9.FY-185 K51) C 42' 128.6 160,7 73.7 92.1 I ' O=N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES S ' 20' 195.0 195.0 137.6 195.0 D 1$ 1-1/2" MIN. PENETRATION INTO WOOD � ;NM I 24" 195.0 195.0 114.7 172.0 O M n 28" 171.4 195.0 sea 147.4 THRU 1BY BUCKS INTO CONC. OR MASONRY 30" 1. 160.0 195.0 91.7 137.6 1-1/4' MIN. EMBED INTO CONC. OR MASONRY Zoe c 32' 150.0 195.0 86.0 129.0 DIRECTLY INTO CONC. OR MASONRY (3 0<" 38" 133.3 195.0 76.4 114.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY U�� 40' 120.0 180.0 68.8 1032 42" 114.3 171.4 65.5 98.3 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 20' 195.0 195.0 123.8 t85.BINTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') 24' 180.0 195.0 103.2 154.8 I INTO METAL STRUCTURES ze' 164.3 195.0 88.5 1327 STEEL : 1/8"THK. MIN. (Fy = 38 KSI MIN.) 144.0 195,0 82.6 123.8 ALUMINUM : 1/8"THK. MIN. (6063-TS MIN.) c 8 N 60' MCHORS W/O AR CLIP ANCHORS WITH SHEAR CLIP o 32' 135.0 196.0 77.4 116.1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E � o 36° 120.0 180.0 68.8 103.2 C,6 40" 108.0 762.0 61.9 9219 TYPICAL-EDGE DISTANCE d o 42' 1029 154.3 59.0 88.5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. zo° ss0 195.0 140.7 196.0 INTO WOOD STRUCTURE = 1" MIN. 24' 196.0 1e5.0 117.3 164.2 INTO METAL STRUCTURE = 3/4" MIN. 28' 175.3 195.0 100.5 140.7 R CONCRETE AT HEAD,SILL OR JAMBS fc=3000 PSI MIN. ��3 0 3066' 163.6 195.0 93.8 131.3 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 32' 153,4 185.0 88.0 123.1 ODUCT 40' 122.7 771.4 70.4 98.5 a =lying with the Florida ```` p�{1�111 IAT`./�''''': 'o W'"'....Y, smldlag Code ):'•JceNSF'•:® 20" 195.0 196.0 129.0 180.5 NOA-No. 1T-0918.11 Q � g 24' 187.5 195.0 107.5 150.5 28° 72" 760.7 185.0 82.7 129.0 Expiration Date 10262023 - NO.70592 n 30' 150.0 195.0 86.0 120.4 BIf - •' 31' 140.8 195.0 80,8 1129 In. ade Product C atr OF �• � drawing no. 36" 129.0 175.0 71.7 100.3 "�,`� O U `? , ; Rtor•. ��.` W98-100 //�7j�III I Iii L��\`` sheet 6 of 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAIT SV " OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK � $ INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 8 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. m WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. mW HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT(-) WIDTH HEIGHT EXL(+) INT.(-) 0 q 20' 110.0 195.0 20' 105.8 120.0 19-1/e' 110.0 195:0 F•W f q I 24' 110.0 185.0 24' 90.9 120.0 ZB-1/2° 26, 110.0 195.0 p• 5� � 213' 110.0 100.5 28' 80.5 110.3 37" 110.0 184.2 0 N`-• 0 30• 110.0 182.4 30' 76' 763 104.7 42' 110.0 1524 Q 32' 36' 110.0 179.5 32" 60.0 60.0 19-1/8' 110.0 195.00 Olg �• 36' 110.0 177.3 36' 60.0 60.0 28-1/2• 110.0 1726 38-3/8' 8 0 .4 40• 105.13 145.1 20' 102.7 120.0 37' 110.0 156.3 Cf C K m o 42' 97.0 120.0 24' 88.2 120.0 42• 95.7 120.0 C y c G,� 2D• 110.0 179.5 28' 78' 77.9 120.0 19-1/8' 110.0 195.0 Q Al 110.0 596 73.9 101.3 26-1/2' 1100 15.724° i i a ? 50-5/86 28° 108.9 146.6 32' 60.0 60.0 37' 94.0 120.0 30• 42. 103.5 141.9 20• 110.0 120.0 42' 89.8 120.0 .T.1 D ro J 32• 100.7 138.1 24' 97.0 120.0 19-1/8• 109.3 149.9 i I JB' 97.0 120.0 28• 04' 85.5 117.3 26-1/2' 84.8 116.2 63' 40' 95.2 120.0 30' 1 60.0 1 60.0 1 37' 57.9 93.1 114 SMS j n 42' 95.0 120.0 32° 1 60.0 60.0 1 42' 60.0 60.0 AT 6'FROM ENDS 20' 110.0 195.0 19-1/8' 110.0 154.0 17"O.C.MAX.AT JAMBS J C n 24"O.C. MAX.AT HEAD/SILL 24' 110.0 177.3 26-1/2' 74-1/4" 86.4 118.5 II,,'��,V(7 I,�,-,�J�",V�/ '0 WVLJ O U�.l\7U O 114 SMS 28' 110.0 160.9 37' 60.0 60.0 AT 6"FROM ENDS o 30• 110.0 154.8 19-1/8' 109.9 120.0 17'O.C. MAX.AT JAMBS O W 48° 24'O.C. MAX.AT HEAD/SILL i! 32' 109.1 120.0 26-1/2' 78' 84.0 115.2 36' 103.5 120.0 37' 60.0 6D•D <":E I 'v 40' 99.8 120.0 19-1/8' 108.3 120.0 \ \ z C N o O S 42' 85.0 120.0 26-1/2" 77' 82.7 113.4 y • y o u~j� 20° 110.0 174.1 37' 60.0 60.0 O N 24' 110.0 152.0 •O�+• .n 28' 99.8 120.0 30' 95.5 120.0 ° 'd. 32' 91.9 120.0 _ d '• (7 p a 36' 862 118.2 ° a'I ATYPICAL ANCHORS TYPE'A'OR'B' TYPICAL ANCHORS TYPE'C' U g 40' 822 112 7 A7 6'FROM ENDS ANO AT 6"FROM ENDS AND O 42' 80.6 110.5 MIN, 17"O.C.MAX.AT JAMBS 17'O.C. MAX.AT JAMBS EDGE DLST. 17 O.C.MAX.AT HEAD/SILL 1'MIN 24"O.C. MAX.AT HEAD/SILL 20° 110.0 153,2 24" 97.0 133.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 30, 82.0 113.5 INSTALLATION TYPE '5' INSTALLATION TYPE '6' 28" 86.8 119.0 28Y WOOD BUCK OR WOOD STRUCTURES c z$ 30' s0' A - 1/4" DIA. KWIK-CON II BY 'HILTI'(Fu-163 KSI. Fy=157 KSI) o 2 32' 79.4 10118 TYPICAL INSTALLATION DETAIL PRODUCT REVISED li 36' 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as complying with the Florida 40' sO.o so.o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Building Code Td,' i NOA-No. 17-0918.11 42° 60.0 60.0 B _ 1/4"DIA, ULTRACON BY 'ELCO' (F-177 KSI. Fy-155 KSI) Fxpi-tlon Date 10/2512023 20' 110.0 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 1 2.500 24' 107.8 120.01145 1-1/4' 213' s5.s 120.0 1-1/4" MIN. EMBED INTO CONCRETE 645 065 Mtam ade Pro uct co I s 3 3 0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS oss 6921- 30• 66' 97.3 120.0 32' 873 119.7 C - #14 SMS (GRADE 2 CRS) .5fi1.125 38' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 40' 60.0 60.01.436 ):'VCENSg 1-1/2" MIN. PENETRATION INTO WOOD H � 20• 110.0 154.5 .125 .903 No. 0592 a 24' 97.0 J120.0 'TYPICAL EDGE DISTANCE 28" 66.0 INTO CONCRETE AND MASONRY - 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVE30• n' 81.7 INTO WOOD STRUCTURE = 1" MIN. 6063-Ts 6063-T6OFFzoff.: : W98- 0032' 77.9 CONCRETE AT HTAD.SILL OR JAMBS fc o 3000 PSI MIN. ' �9�38' 60.0 C-90 HOLLOW/FILLED BLACK AT JAMBS f'm - 2000 PSI MIN. '775®�AL1sheet 7o 7 II 11111 ' ' i