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Home My WebLink AboutNOA; Series 238 Outswing Aluminium Casement WindowMIAMI-DARE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vvww.miamidnde.gov/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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "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 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 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. 15-0512.19 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. &MMARPWMM NOA No. 17-0918.11 Expiration Date: October 26, 2023 ( Approval Date: November 30, 2017 f� Page 1 APPROVED D1 atrlos LD APPi3OVr REVr = fdEv'JEa1T �D A�';^Op,�LC; LD This r Cl REJECTED eviev� ie >7rty far <s ProfacP clad ra;;, ,, nar 1 afar, q,,, vrt}ti e' C{ ..:'Iui GJn Ji rid de - ma in win fA on i rar+t.. h �eL P` c�„ hrr; dra Ersg eluring fiiE ti%`v' u�i� r r { n� Y if . r T� 1)J1?i CrP id1:Cc? Lv:th e r�(y?.irct 1r_�f is t t?fy or E' h a a `rifli;L Ifcll! vh. tC� ;'W'�;C'ii) iGOj ci,r%tt fife Hein i5 ali nCt jab S"_: In s_ ; 4; r' liirrZErls£iio fo iJ `� C4,liPCRJ ig. Cc n tr . f Prtaf ,�• a corf`nd and cnis; fsd at the ns,:: > . Pe; ins soiefy to Crehric, tfon don: cao v.e i� fctfs;ig! as, ssgtbancss a�fd rdlnatien �; Pi i aor of ail seq processes er fo i f a ssfs and saPisfacPo Procedures of crostwc- Y mann �adss: and for Parformin g al1 4ljrPc . "`!:�- EY. _ M lAM I•DADE mMr-DADS COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ('RER) T (786) 315-2590 F (786) 315-2599 BOARD AND CODE ADMINISTRATION DIVISION www miamidade.gaE1economy NOTICE OF ACCEPTANCE OA 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 (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. 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 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. be provided to the user by the manufacturer or its INSPECTION: A copy of this entire NOA shall 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 Miat�s nape COON r Expiration Date: October 26, 2023 • ► �, j Approval Date: November 30, 2017 j 1 Ij Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED 1. EVIDENCE SUBIVHTTED 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(& 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 1411.3.2.1, 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) Manuel Pe .E. Product Control Etmilner 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 (coDP xwm) 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- 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. BETI 08-2143, HETI-08-2144, BETI-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 Z 03 and # 01-1002.03) Manuel ere Product Control E min r NOA No. 17- .1 I Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. " TESTS (coN mum) 9. Test reports on: 1) Aix 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 YU-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 IIP 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,XT.E. Product Control Byaqfter NOA No. 17 18.11 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 FBC-'5" Edition (2014), dated April l l,.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, BETI-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 Ahnaad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE r 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 C61or Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51 Edition (2014), with FBC 6tn 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 8.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 0 w EXTERIOR INSTRUCTIONS: USE CHMRIS AS FOLUDYS. STEP 1 DEIERIONE DEVON WIND IdN REOUWEMENT BISM ON WIND VOOOIY. BLDO. MOGHT. WIND ZONE USING APPLE40U ASCE 7 STANDARD. .may SEE CHARTS ON SHEETS D AND 4 FOR DESIGN WAD wmm OF DL9RED CUSS S¢E/fYPE aSTEP-3 US'IO CHAAi ON SHEFS W SELECT ANCHOR DPfDN MITI DESIGN PATDIO MORE THAN DESIGN LOAD SPEMPED IN STEP 1 ADM .STE2 4- F ALUMA'UY BUCK SYSTEM IS USED USE DNS ON SHEET 7 TO DEIDUD.NE CAPACIY. STEP THE LOWEST VALUE NESULTNG ETOM STEPS 2. D AND 4 SMALL APPLY To ENTI E S15IF)L NOMi THIS PRODUCT HAS BEEN DESIONED AND TESTED TO COMPLY WITH THE F.—SE ARE RATED FOR LARGE @ SMALL IB5SLE IMPACT. REQUIREMENTS OF THE 2014 (STN EDMON)/2017 (STH EDITION) FLONM BUILDMO CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1BY OR 23Y WOOD BUCKS @ BUCK FASTENERS BY OTHERS. MUSSY BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT WADS FOR MU WON/MULTIPLE UNITS, REFER TO ZO THE BUILDING STRUCTURE ' ANCHORS SHALL BE CORROSION RESLSTANT. SPACED AS EHOWN ON DETAILS SEPARATE CGI MUWON N.OA AND INSTALLED PER MANUi'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION WCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON- MPRESSGI E MATERIALS INCLUDING BUf N07 WILD TO STFEL/MEdL SCREWS. THAT M7 COME INTO CONTAR WAIN OTHER OLSSTEIWT WTODNS SMV11 uFEf 7HE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. u --Pw ,IBT M. PjoT THIS PRODUCT APPROVAL IS GENIRC•AND DOES NOT PROVIDE INFORMATION BMIItlILg Coodd FOR A ETTE SPEDGC —ECT. Le. LIFE SFtTY OF THE PRODUCT_ ADEDUM:Y NOA'- i'�-0BiE.ii ARE TO BE ANALYZED SEPARATELY. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR TYPICAL ELEVATION (EQUAL LEG FRAME) JB;Y�, LTI POMP LOCK 'wWO ITwO NE7GHf POMIS 42' 2 B]• J H' 4 PRODUCT llprzREVISED wnm m. w.aa. S? 0 3 2017 N> 70M NOA-Na 17-081E.11 • ALL FRAYS AND VW CORNERS TOM STAIEU WITH GE SOPRUr OR EOUN. m W. 2A23 �2623 20)9 L737 I .]6B pR�V ,fit! � L000 L307 A90 TTP. W ' LSJS O � qRy� t 262! 2623 EE13 14Be Lee TYP. 1A3B ¢ y L222 Q CORNER KEY CGRNER KEY l 1+ q iy .0tin 60 TXlgf ST. SJED. .092 JRICK KEY Q RANGE FRAME Q VENr (S/16- LAM. GLASS) i1 d $ 2D7a I.JS7 0 d� R7Q .Jae �a 4444"'' Aga TTP. yy.. T.7.7m Q a L715 1439 .oea L621 � D C EQUAL LEG FRAME 1 CGF-S]] 4 fUNq: f E creel-Ta DIDYIX oR EOM'. IA 0F397 4 EOLL4L ISO EtUIIE 5083 7. V` N OR MUN. 2 CGF= 4 YrM (5/19' UY GLASS) 606 76 MDA1D( OR C.- 2B Cq-]at 4 VFllf (F62IL Wl q. SS) B06S-Te G M OR SOUK. 2C Oq-]a.S 4 VFNf (7/18' LYL BOBJ-Ta DaatJ% OR EOM'. ] Oq-])6 4 OGEE LVi9NG BFM acre]-Ta WD1lF]I qi EIW. 3A W-396 4 SOLLt4E q G BEAU 6063-Te M0.YIX OR EgxJ. 4 - 4 J160110G( CORMA KEY ALDWMN - a B lIBD JKICK COWDR KEY On AI - 6 AP-425 /S ROOD. RULE WTATabTiWTMG SWIEGG- APiDS 7 02AD-K-I90 AS REDe, YEAT Wr 0 —S sgaEGFl o-IDN a 33 IGZIOI 2/ Z 4 eW I '. AT RP ANO BDGOY Sm 1WIIN. AliAG16D W/ (B) (e x 3/a' Sa US 9 2r -GD• 2/ VFHf TALE YWIR IngC SI WM ArgLNfD I/ U) J. x Ile 9l5 9A 1/ RENT YLLII FOJif IDIX IRUM DS I/ S'Ellf YUII CLpf LOON ORIG8D0( 10 - 2/ VDIf .LID MM LOCK KE]PER. AT iWAD' —B r—G IOIX SLED. COL ATULIED W/ (2) 10 x 3/e' A 5Y5 11 1 DPERNOR (DPIDNAL) SEED. TRVRL AITACNDE W/ (2) 1a x 3/9' S9 SYB 11A 1 OPFAAIM (OPIxVW.) SIDS. 9OElaDL1( 12 3017e 1 OPERATOR 1RK2( STEEL ]RUIN. ARAL1® W (2) Ie x 3/9' ss US 13 2/ CORNER /1D x 1-1/4' s6 US / ® VENT (INSUL LAM. GLASS) O L757 LB]! Aga TYP. ry'7T�� V C L131 yQry D v3 h/ls' tAY. cuss) �Z,2H yR v �� QQ vExr 714 C— 38a A3o .fi17 CGI-375: OGEE GIALNG SNP R i ° °�B4 .m.B3o 3, CGI-396: SOU .61D ARE GWJNG SNP T3 E( PRODUCT REVISED I �I'dge Nn9 IM Me FI.H" L0 J4gA .. 17-0013.11 Ex .um Date 10/2642023 MI e g�-? 2017 D 1/6' ANN. CLASS ' /I6• ANN. OfA55 Sallex CP PET Wn / .Vffik By Ca By'*Salta Sofln Claor CM. ME Color qon Salta ar Ar By Eastman Chemical Co.'.' By 'E .1 Cher 1, ' By 'FaaOmn Chemical Co.' -IFS OffQtIAYEAS L .ow Troslfd PVB I u OB O' 6mtryga m By 'Kmoy Amedaa, Ina.' By 'Nurvmy Mwka, Ine.' A90' T..V.I Pm ffy W,araa, Amerko, Ina' G �+ 1/e• AWL ClA55 SATES' INN. CLASSSkl z Po ESE- 00 11.1C01a: MIV B99 D.v199 5/I6- NOWNAL 7/to- NOMPIAL 7% GLASS TIPS '2' GLASS TYPE 'G' CIJ 01 PRRPORIIANCR VALOR9 OP IMPACT RRSIBIL N VLNDORS ND SM0aR7 A6W ro 9m3611W i WA aBTaE/moN RP+3 00 mm®'®®I...li]IJ® 11Kr" Kff,m wrrm MIT m, � ®' wr"mm®'KIT m,'®' ®' ®' EnTm®'®'®' '®' ®'®'" ESE KIME _®'®' 0�®" '®' ""®' "®' ®" ®" ®' ®' 11�1=� Kim. m.zmmmlm 0�®" �WITIMEME ozmmmm 00wfrmKrmm�� Kr",ffr,!mffTmmm= Krm K".m �� Krom 00 NOTE GLASS CAPACITIES ON THIS SHEET ARE 'BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILOING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 HEV MEWD GLASS .075' Sofia CP WM PET Can 13 7� 13 By 'Eaatmw M Checel Co.' O90' Sear Char ME Cola, pan By'Eaatman Chamlaal Ca.' �u m O h -INIQaAYEAS 090' Sent1maa By •Kanray A ,aick Ina' 3 .090' Tmwol PM By 'K m,ay /medcq Ina' 3/16' FPAT STREWD GLASS .f j i i PQ� m j j GOV S111LTENE i i V p& YEm u DOV 995 C KiGL qq SGUAIE ALL CUSS TYPES I- ' vgvgvgq NOM¢idL Q i4 6 PBRromalia vAL0R9 or BIPACr "RRBLV]ANT VWDINS F Fa Rai nOTmW ^^ RDLI to Gm9 6 TMU, fin P6TI11I0O1F 9Eieaf - faim0i Km DIMS. mom I 0fYR9 EV. (+) ImIc Y IM. (-) ouss D".. (+) TEPR b' INT. (-) I 01199 EXT. (+) 7IPY 1. 1MT. (-) 1lfalaOP WIOfN DDl9. HBa* T I -= Va. (+) M. 2' 1NT. (-) --1-1 M. (+) W. (-) - W. (+) STPe e" 1Nf. IL TO' 2V 2R• 30' SBA 112.E 1- Ina 1f0a 1B3A 19-1/a' R6-1/R' 31' 1. P6' Ilia 185.0 lima I95A 11m0 10.4.0 ��G $cBS2j E0 p it" 93.4 1t00 193A Ilia 120.m Ilia 1950 lima 1830 110.0 1BSD 70.7 Wd Ilia 120.o 110.0 120A 110.0 1414 lima I95A Ilia In. 73.2 W.7 Iiia 120.0 Ilia 120A 1- 12&1 11a.0 IB30 115 173A 32' 36, 4m• 42' W, 7a.2 72,8 1Iko 120.0 1IG0 12mO 19-l/6' 33-1/2• 3/' 42- -,/w Ilia 19m6 Ilia 191. Ilia 193A T3 /TT n 3201 N ,� 64.6 "A 1f0.0 120A 110.0 12MD Ilia 13]9 Ilia I95A Ilia In. - - 90.0 W.0 W.O Wm 969 am Ilia I- "Go I- - - Wa WA W.0 s a .3 " I lima 1360 110.0 120A 66' 66.7 66.7 11GA 193A 110.0 I95A 19-1/6' 211/2' 3Y7 4Y �S�• Ilia 144A Ilia law 110A 1930 VM2E $24 ]14 73A llm0 1=0 IIDG I= 99.] 1- "Go 1.. 1111) 193.0r�26' aA2 64] Ito.0 1210 110.0 1- 7C7 Ilia 12U lima 120A3e W.6 60.6 Ilia -0 110.0 120.0 0.L663d lima 12m0 110.0 120.0 m2' 36' S75 578 11ma 12m0 IliD 120.0 19-1/B- 26-1/3' 37' 42' M' 96.7 1043 110.a 1910 Ilia 1BSA ��Fiii � 74.8 77.8 Ilia 13m0 Ilia 120A 60.0 6io am0 BOA 6m.0 sib 1104 12mm 1104 120.0 60A W.a W.O W.m 20' 66.4 66.4 INN t0i0 110.0 120.0 - - W.0 WA W.m W.0 24' 2B' 30a �• Ski 6m1 110A 12m0 110.a 13m0 18-1/e' 26-1/1' 3)' 74-1/4' W.0 -a 110A lw.0 Ilia 12U T 48a 46.a 1f0.0 12mm 110.0 120A t6.8 46.6 1fo.0 12m0 Ilia 120.0 48.0 460 Ilia 12" i10.0 12oA - - 59A S9A 19d 5-9 3Z' t1B 4]A IIOD MG I10.0 12U _37' n' - 59.3 363 X] 36J •� t 6 y E B 2C 43.6 NA 110.0 1 120.0 IV 76• 3e.1 J61 Ilia in.0 W' Ito.m Iw.a 32' 6m0 610 20' t13 41d 11GO 120.0 2C ]4A 34A Itad I=.a 25' ESP - - Ilia 120.0 30' - - 512 9l3 32. NOTE LOAD/AREA LIMITS FOR +110.0. -120.0 PSF 16.34 S0. FT.) +110.0, -195.0 PSF = 10.00 S0. Fr. • UVI2 VAY. ANDS TO 171.0 PSF WHEN MULR POINT LACK BY'WETRLODW ®B M USED +N4 SIZE 37- X r APPLICABLE TO FIANCE FRAMES oNLV SHEET SEE 1 PRODUCT REVISED p1y1r1O wIN tlw Florida 1 1 1 f BYildlrg Codes 1�.. Eq. Hat, D.b 90 023 -BY ads rroduat sO.rnQU 2.17 01 0i ' 1/8' EPNP. GLASS 1/8' TEMP. GLASS AD SPACE NR SPACE 1/8' ANN. MASS 1/a' YENP. GLASS nS By 'E e"M M I' PET Con By 'Edelman Chemical C4' By ' Svlbe M i PET Con Ib 'EveMan Chemiml Cd.' Z pp 6 090• Sd11ev CMdr Md Clot Clvm BY' 'Evelmdn Chemiml Cm: 490' SBROR Cldar Md Color ma. By 'Eavlrnvn Gemlml CA.' q 3 a INIEWAYERS 090' S.M Alm INT RdAYEAS .090' Sedwf. S 0 0y 'Ku'ar Amedm, Inc' try 'Kunmy Anedm, Iw 0 ..a. Trmff I PYB 'Ku 090' Tnelfol PYB C 4 �d By Amerk4 Inc.' By 'INnnY ft dw, Ins.' BOWE BPAD Ile ANN.GLASS 1/8• MP. GLASS OPTIONAL ALL GLSS TYPES 1q GSILICONE 1200 I BE-1 Qa So %L EDGE SPACER Bali099 %l EDGE SPACER DOV 899 ' Z ST. STEEL BY 'UPDINAL' OR SETTING BLOCKS ST. STEEL By 'CAROLNAL' SETTING BLOCKS UME S � OUPASEAL BY 'OVANE%' KM OUPASEAL SY 'OUAN" ' TPD M a a a OR SUPER SPACER BY'QU&NEY 3/4" INSULATED DUROMLTER a5d:8 OR SUPER SPACED BY'OUANDI DUtOYETER 85l5 3/4' INSUEATED q GLASS TYPE '2'A' GLASS TYPE '3A' Tc - 1'SRFYIRY4NC3 YALTIPS OF TtBACT 1tL5IS1'ANa' RINDOTS PERFORMANCE oNe 3 N� n 93�e o ggg_ggg O PRODUCT REVISED ItX FlaNda oI�•N10 fhe BuOdge� Lodi n u N0a Na, 17-091S.11 C E.N.0an cafe 10126)2023 ■ R By AEi- Det 5 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTN E130D-09 (3 SEC. GUSTS) ^ AND FLORIOA BUILDING COMMISSION e DECLARATORY STATEMENT DCA05-DEC-219 s E S'Oo209) tlrOrin9 no. W98-too Ie OF pOD� Y- sheet 4of +110.0, 195.0 PSF = 10.00 SO. Ff. 11 L11 XD AunDr� � A I¢i0l 10 96fl3 a 11W1 DDv 9RM9 FALTB9 0T lE@dCl' BE9f9TAM iTINDOaB �;q stomas R¢uRD MFtD m 1MU Fm C111ALLgcq ORA09 PEAPORMANCS VALUES OF IfD'ACP IBLSLS'TANT TDDIDTIB ��'StNnela emaim mFAI N mll oalNlAmD ORAL! 1WOOR DB®. G. e¢v TYPe '!J' cT •cd 19P6 '91.' 11BDIOT DfY9. GL.59 EYPB '1d' cIAS9 TYPO 'L' 1TDiD0T Dl%B. Gsiad 1YP8 4119S TI@3 'L' -.am- XpGHT EM. (t) 1M. (-) plf. (+) 1M. (-) r1BIX XEGXT 1N1. C-) f]T. (+) 1M. (-) IeOTX HEIOXT fXT. (+) W. (-) M. It) 1M. (-) m' 110.0 fBN 110.0 1BS0 20' 9AB 112E 110.0 1BSA 10-1/e' 110A 1BSA 110D 1BSA a4' 20' 1f0.0 181A 110.0 18lA 24' 2B' e5a BSF 1f0.0 1mA 18-1/Y 3Y a6' 110.0 z0.1.0 110.0 1950 1140 1l0d 1140 195A 7B.] B3] 110.0 120.0 110.0 1{!.4 110.0 1850 30' 32' Je, vao tags tfo.D IDSo 3d• 3z' W, ns n.7 110A 120.0 42• nD.o lm.l Itoa te0.a 110.0 12IA 110.D 1B10 702 ]zB 1f0.0 1m.0 18-1/e' 110.0 1909 110A 1BS0 !e' b' 10]A ID1A 110.0 1D5A 3B' b' 64A eAB 110.0 1mA 26-1/2' Sr IJ15 110D 1050 Fl.1 B1.1 710.0 1mA 60.0 W.0 BeA BBS 1100 120.0 42' BL4 826 110.0 120A 41 W.0 WA 42' Bea 8S8 110.0 12a0 20' 11Q0 18ea 1140 195A m' e4) Be.] 110.0 100.0 1B-1/e' 110.0 1HA 110.D 1910 24' z8' 110.0 13B.B 1140 195A 24' 2B' 7!A FJ.4 11a0 1m.0 Ifi-1/1' ]Y lro, 99.7 104.J 1f0.0 1950 I10.0 11BA 110.0 1D50 64S fi42 11 QO 120.0 ]{.] ]4.] IIOA 1m.0 JO' ' S2' 42, 110.0 111A 110.0. fDSD SD' 32' 66' W.e 00.6 1fa0 1102 42' BSB Fag 1140 1m.0 110.0 120A 67S sra 110.0 11a1 10-1/B' a&] I03 11a0 1BS0 3C b• 92S 92S 110.0 f20.0 JB' b' 60.0 BOA - - 18-1/2' 37' BY 749 T]9 110.0 Im.O Sl] BJA ItOA 120.0 eQ0 W.0 - - W.0 WA 110.0 117.0 e• n� ]s� noA tm.D m• 24' ea{ ea{ noA lzaa {z' BOB- ao' 110a 1157 I10.0 194D 30.1 !SI 100J fOBA 19-1/e' 41.0 fiJA 110,0 120.0 a{' 20' 110.0 121A 710A 19lA 3B' 30' �• 48.8 469 BS.! 9!J 20-1/2' JY )4-1/4' 46A !Ba IB.e SBA B09 9DA 1G.1 101.1 110.0 120A 4fiA f8A Wa B0.B {SB 410 BS.O BSO 3)' ]Y 56J Wd - - 30' e1.1 B].1 110.0 110A !Z' 110.0 120A WA 6Q0 32' b'81.1 381. 30' b' UW TO WXETE�R� 171.0 PSF BY 'INETRLACi. (' 9B s tum BOA 7ze B4B 728 I10.0 110.0 110A laaa J2' 3e• 60.0 0.0 - - W.{ 69A flan faao m• 2{•asa% szolDutoum'1a0 az' ]]• PPPl1GlBLE YO FlANCE iDA4ES ONLY SEE SHEET f 24' 940 120A 101.9 110.0 110.0 /BS0 1B30ZD' ;52k Jif 7]{J 02A D2a t1DA laa0 2a' R' WA]0'110A 1mA 120A 20' 24' 41ABOA]Y110A 34.9 e8A BSO J6'f0A1m020' az• u• N' LOAD/AREA CLACKS FOR +110.0, _120.0 PSF = 16.34 S0. Ff. el.] ela 11oA 12m aa3 a{aNi>1E:b•1zoAm' sls 4e3 - _ - _ INSTALLATION coNniTIoNs FLANGE! FRAMvgAmn ( PPLIRS TO ALL FOUR SIDES) FOR ANCHOR PERTORM.WCE VALUES SEE SHEET 6 TYPICAL ANWGRS SEE a". FOa SPACNG SEE SHEET 6 FOR OESWIPDON ' SEALANT n 2-1/2' NUL INSTALLATION TYPE '1' WOOD BUCK TYPE '1' A1ATMUd, PRESSURE TRFAEDD TYPICALL INSTALATION DETAIL ON ALL MUD JUSING WOOD _ Lti 11 , I b/B• 2 7ro• • BUCK D1GTAUARON BY OTHERS 1• EOIL INSTALLATION TYPE •3' WOOD BUCK TYPE '3' MAIE$16L: PRESSURE IRFATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDE$BUSING WOOD ALUM CHANNEL O/C%1•%2O/4'%LONG .Z LOCATIONS AT ANCHORR UJCATOFS rrlEn WOOD BUCKS NOT BY OOI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS SEE ETEV. FOR SPACING SFE SHEET 6 FOR D�DON SEALANT c • WK I MIN. ' 2-I/2• MR INSTALATDN TYPE '2' WOOD BUCK TYPE '2' M9EBIlL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON AL FOUR SIDES/USING WDOD 2 t/e• :.C� v••�r MIN. . . BUCK DISTAURION BY 011IERS t• MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' LSiF8& PREMRE TREATED TYPICAL INSTALLATION DETAIL ON AU. FOUR SIDES�USING WOOD TYPICAL ANCHORS SEE EUW. FOR SPACING SEE SKEET 6 MR DESORPTION Z 1 METAL STRUCTURES � lie[ 2 6 � � c aka Ga la u ATTACHMENT TO c METAL STRUCTURES e th' L, iYPICAL ANCHORS C SEE F1LY. FOR SPACING If I SEE SHEET 6 FOR CSCRPTKN ii Til II I T LQ4I� II it i'%l 50�� II pG�S U II lip ATTACHMENT TO APPROVED MUWONS m PRODUCT REVISED 4 @ pl�yyi1nngg wNt1 tiro Fb11Es BVOmvp Cods NOAMIo. 1T-0978.77 g "- s2- 052,-17 70S@ 'it INSTALLATION CONDTTTONS EQUAL LEG FRAME (APp .T .S TO ALL FO TR cTDES) FOR ANCHOR PERPORMANOE VALUES SEE SHEEP 6 !lam 1 '/0 v MR. 2-T,2' MIN. INSTAI I AITON ME •1' WOOD BUCK TYPE E&Dma4 PRESSURE TREATED TYPICAL INSTAI I ATION DETAI ON ALL FOUR SIDES/USING W000 2 7/8 • VBUcx INSTALLATION BY OTHERS INSTALLATION TYPE 'S WOOD RUCK TYPE ]dAUBIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON FTOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPIC/J. ANCHORS SEE ELW. MR SPACIND SEE SHEET B FOR DESOtlPRON I �L2 ol IW Tz" INCTALATIDN TYPE '2' WOOD BUCK TYPE '2' Ai9kE181: PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON AL FOUR NO WOOD WOOD N TTNVE ANCHORS v m SEE ELEV. FOR SPACMO SEE fi16ET 9 FOR DESCkPTIDN L METH. RES ,/e'mccMIN. g'i®tl S 011— 8 OG�y� � g$O zWi•3 OSao QaM€� C ATTACHMENT METAL STRUCTURES Ei � N� SEE EL ANDNDRS IfTI� SFE SNFEf B FORDOlNESCWP,ION ; N CC Z Ai L) G tee o R 2 Ile..6 ' ._ w ATTACHMENT TO ' BUD( INSTALLATION BY OTHERS APPROVED MULLIONS V MIN. PRODUCT REVISED mpEy1 wIN tln F1arIG. INSTALLATION TYPE 'A' WOOD RUGK TYPE '4' BUlldlnD Oo� lAUFBBLI PRESSURE TREATED NOA�1o. 77-0918.77 P.><pirutlon Dab 70R 073 TYPICAL INSTALLATION DETAIL u u ON 0.L FOUR SIDES/USING WOOD NO. PmAocH `. �pV�. ••A•� S-?DoZ817 24• 28• 30 3a' 32' 36• 10' 42' 20' 24' 2e 30' 40 lr 35' 40' 42' 1024 2a' 30' �. lx' 36' 40' 42' 26• 24" 1wr 30• u, !2' 36' 40' 4V 20' 24' 2B' 39' 4Y 21f 24* 2B' 10' Be' ]2• le' 20• 2V 28' 72' lr I_rmZmEZZm— moo= O�� y"mmmm 20' 24' 2a' 7a' 30' 32' 20' 2e M• 2e VALUES PERFORMANCE VALUES OF INSTALLATION ANCHORS FEfi]4 TD SNEET 5 TOR OJT — DDf9. AN Elm II/o — � AB'LBBBB ITUS B®!R CLIPIIDIDOH Al,r o.0 Ar 10, 0.0. & tY m YI 10" B.0 Y(mTH Hoc. FXL(4)/e(T.(-) DR.(4)/WF.(-) EXT.(+)/INL(-) W.(4)Nrt.(-) 10-1/5' 29-1/2" lr 26' 185.0 185A 140A 195.0 1BSA I." 10].6 161A IB 1B- 772 1119 ill-1/e" 26-1/2" 3r aB-3/B" 1BS0 1BSA 11t.9 199a 1911 IW.O Iw.e 1411 Is. 1B2e 78.5 104.7 19-1/6' 26-1/2• 3r 50-9/W 165.0 185A 1619 1B1.9 1912 195.0 110d I]85 1384 1710 7- 902 19-1/a" 26-1/Y 3Y 42' B3, 196.0 199A 121] 193.0 1553 103.0 BBA 159a 1112 194.e ND m.6 95.0 I71A 8B2 90a 28-1/2' ]7' 7h1I4' Iwo 184.7 1BlA BIA 191.1 1175 1W e1.e 10A1 TYPICAL ANCHORS: s OLV. FOR sPAcwo 1 1 /b' DIA KWIK-CON 11 BY 'HILTI' (Fu-10 M. F -157 Kg) f/4' OIA UITRACON BY 'ELCO' (FB-177 K9. Fy-155 KSD 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU ISY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO .CONC. OR MASONRY 1 1 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (1A cuC DR cFlE DRI LING SCREWS (O Z 2 CFS) INTO MWAI-ME COUNTY APPROlFb MULLIONS (MIN. THK - .0907 1 I INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 38 KSI MIN.) �cmSRs lr/D sc1m AwrB�Bs 111TH sRFea ti ALUMINUM : 1/B' THK. MIN. (6063-T5 MINJ (STEEL IN CONTACT WTiH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2- MIN. NTO WOOD STRUCTURE - 1• MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD„ SILL DR JAMBS re - 3000 P51 MIN. C-90 HOLLOW/MM BLOCK AT JWBS rm - 2DD0 PSI MIN. PRODUCT REVISED 55 Et NTT714 Eo,ny ..1a Eno Florida JPD AFIM i. ND4aIa 17-097&11 taNBn Da 10126=23 No.70522 Nim . mu 21, PERPURMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES AT TMTT` UM DU K FRAb^N - D FTAI OF INSTALTADDN ALUMINUM BOCK ANCHORS OF ALUMINUM BUCK OF ALUM310M BOCK INSTALIAT70N ANCHORS UWALTdTTON ANCHORS "On' DDIe. 11ODIOII DD®, WIDTH HUGHr E%L(4) INL(-) MOM NNDHr Ixr(4) lw.(-) "' ins 120.0 fa-1/B' tto.o 19SA BOA 110.0 28-1/Y 110.0 1ga0 REFDI TD USE LOVFA BHFsIs 3 T19a1 a FOR wJmON CwAIm1s APPLIGBIU VN , ' 88 wOiDOw m DIMS. HUGM EXT PH.(-) Z 1" 20' 24, 110.0 11D4 1054 IF-24' 28• 28' M 110.] 37• 29• 11aD iSU 0 q`a 110A 18. ]0' ]Y 3C 110A 1814 b' J2' 7E' )0.] fD4.7 4V 110.0 W.o 640 10-1/8 110.0 1524 105.0 IL O I10A 1795 ]6' b' 110A 1% ]6' 20' BOA BOA 29-1/2• 39-3/a• 110.0 ID27 120.D >T imo 1128 1a5J l a iid3 iaSA 143.1 42' 07.0 120.0 24' 28• B41 120.0 42' 85.7 76• 77A 12D.o 19-1/8• 11D.o 120A 105A Q 6 G O ggqdq®® 20' 110.0 179A 2{' IIOA Im. 30' 7- 1013 25-1/2• �-S/B, 11- 1a4,7 10.A 14B.a 28' DO J1' m' 80.0 W.0 ]]' B .o 110.0 I= 4r88.9 120D 1201 LL EC rIO&S T 141.8 32' 1, 1 100.7 1 1311 24' 07.0 120.0 18-1/8• 108j 149A 35 28' B{' 61a 117J1 25-1/1• B3, 64A 1182 I 11 97A 120A b' 42' 012 120A ]0' ]2' EOA WO 3r 67.0 fi0.0 WA /1' 60.0 10-1/8 110A 011 60.0 154A I = 114 SUS AT 8• FROM ENDS Ir O.C. MAIL AT JAMBS 14' O.C. MVL AT NFAD/SRL 910 1TDA 20' 11DA I1" 181D 1n� 24' 25' 28-1/2' 74-1/4' NL4 3r ' 1193 B0.0 ��' �,�, ,��`'/I #14 sus 8' AT FROM ORS O iiMo 1W.9 30' 32' b• 110.0 /S4A 10-1/a' INN 20-1/Y 75• BAD 120.0 1112 ,��1,�,+1/8 WVLI �j US(3LI 9 N-t +� 17' O.C. W%. AT JAMBS 24' O.C. WK. AT HEAp/61LL c� y Y 109.1 120.0 as, 40' 1 W.8 120A - ]Y BO.o 16-1/B' 108] 60.E 120.0 I x 3 ^ L 3 a 9 0 N o 004 120A 4r 0&0 120.0 28-1/2' n' 827 37' m0 113A BOA ; HF 0 20• 110A 174.1 24' 28' 11oA 15r.0 1.2 }Z� BOA 1m0 JD' 3z• u' 9ss Imo ''' .d. �'. • :. o-� �b� 91.8 881 Imo 1183 ]a' • i IK:AT 7YPICAL ANCHORS TTPE 'A' OR 'B' IVL ANCNDRS TYPE 'C' U �� b' 42' 2 1/2' MIN. m0E DST. 6' FROM ENDS AND 17' O.C. MA%. AT JAMBS 17: O.C. MAX AT HEM/SILL 'B' AT 6' FROM ENDS AND 1r 0.0. YA1L AT JAMBS 1• �L 24' 0.0 LIVL AT HEAD/SILL INSTALLATION NPE '8' e22 W.8 1121 110.e O 20' 24' 110A B7.0 15].2 1310 28' 'TYPICAL ANOROR$: SEE ELEY. FOR SPACING INttA I AT13� ON iYP 20Y WOOD MCK OR WOW SIRUCNRES M e0.e IIB.D W 3r or a2A 11]s A _ 1/4' DLL K1VnC-CON n eY 'HILT' (N-163 KS. Fy-187 15) TYPICAL INSTALLATION DETAIL PRODUwrC�aIa.�FleddA g 3y gR MA 1Oea Je• 7]A F DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/ SIN L IMIN IM BUCK ffi SYSIFA eanahl9" C4HN C D g g S b' 1-1/4' MIN. EMBED INTO CONC. OR MASONRY NOA440. 17-0918.11 W.D WA 4r' W.0 11.0 B _ •)/b' DIA_ LILTRADON BY 'ELCO' (FL-177 KSL FIW KM) DIRECTLY INFO CONC. OR FILLED BACK 1-1/4- MIN. EMBED INTO CONCRETE 2-1/4• MIN. EMBED INFO GROUT FILLED BLOCKS,Dae 2sW •616 .sez118.7 FiphAMm DAB l OrAS xBau 2D' 24• 1104 1WA 171A 120.0 120.D 39• C - A14 SMS (GRADE 2 R!S Ae2 tD,. WA aao INTO 2BY WOOD BUCKS OR WOOD STRUCTURES�6�;1WA1-1/2- MINPENEfRAl70NINLOWOODtw3a125 xor., [JUDE DISTANCE No _ •. '� {T ^ 1YI N g �• 2r W.0 1r0.0 23' W, R• INTO CONCRETE AND MASONRY 2-1/2' MM. INTO WOOD STRUCTURE - 1' MIN. ALUMINUM BUCK 5o8]-Te OPTIONAL COVER 6003 T5 - ;, .n7f Q J /1�I• 8 Y 8 eeA 81.7 mA 1120 drawing 32' 3a• CONCRETE AT HEAD. SILL OR JAMBS fa - 3000 PSI MOL C-90 HOLLOW/FILLED BLACK AT JAMBS V. - 2000 PSI MIN. OF - •ON�•':3 /ONAI. G _ F 111 It `` no. W98-1 00 7rA ba.0 1a60 BaA ehaat of