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Home My WebLink AboutNOA # 14-0627.15f MIAMI- r" R-I1A\II-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (HER) BOARD AND CODE ADINII\'ISTRATION DIVISION NOTICE OF ACCEPTANCE (IVOA) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wwrv.miamidsde.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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Comity 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 "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.T. APPROVAL DOCUMENT: Drawing No. W10-31 Rev K, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 16 of 16 (inclusive sheets 1.1, 6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15.1, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill rise[- and the max allowable panels with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet 8. Lower capacity shall controls for the entire assembly. 3. Max shin not to exceed'/2" at Head/jambs & %z" at Sill (,v/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into cone. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 Colony, Florida, and followed by the expiration date may be displayed in advertising literature. If ally 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 & renews NOA 013-1121.06 and consists of this page 1 and evidence pages E-I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Clianda, P.E. If 7 .�C. K. MIA=M�I•DA_{DE COUN' 4 NOA No. 14-0627.15 Expiration Date; September 22, 2020 Approval Date: March 05, 2015 Page 1 RANDALL E, STOFFT AEMIYEC` SJ P AA#003379 AR011105 'P APPROVED REVISE & RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This review is only for general conformance with the design concept of the project and general compilance with the information given in the contract documents. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the require- m its cf, the plans and specifications. Approval of a specific item shall not in.:;de appFu of an -assembly of which the ham is a component. Con- tracter is responsible for. Dimensions to be confirmed and correlated at the jab site; hfamation that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construc- tion: coordination of the work of all other trades: and for performing all work m a safe and satisfactory manner. —DA7E-� BY: 1 4 MIAAII-DADS COiNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 331 15-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA)}v�v�y miamidecte.eov/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 (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 "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev K, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets I through 16 of 16 (inclusive sheets 1.1, 6.1, 6.2, 9.1, 113, 12.1, 12.2 and 15.1, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet 8. Lower capacity shall controls for the entire assembly. 3. Max shun not to exceed %" at Head/jambs &'/2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. LABELING: Each unit shall bear a permanent label with the unanufacturees name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 arty 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 & renews NOA # 13-1121.06 and consists of this page 1 and eviden p e E 174 2,II'sl as approval document mentioned above. ��r I i~�•mrl � n The submitted documentation was reviewed by Ishaq I. Chanda, P.E. r 1 r '127.15 1 MIAMraffi-SIMUKTy Expiration Date; September22,2020 Approval Date: March 05, 2015 Page 1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev K, titled Series 950 Sentinel Aluminum Sliding Glass Door", sheets 1 through 16 of 16 (inclusive sheets 1.1, 6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15.1, prepared by Al— Farooq Corporation, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed and by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 06/26/14, 11/18/14 and last revised on FEB 17, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies ♦v/ ASTME-1300-02 -04& -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22, 2020 Approval Date: March 05 , 2015 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNeinnours, Inc. for the "DuPont Sentry Glass® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No.1231.08 issued Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 12/11/18. 3. Notice of Acceptance No.12-1213.02 issued Eastman Chemical Company (MA) foriner Solutia Inc. for "Saflex Clear or colored glass Interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated 06/03/14, compliance to FBC2014 (5th edition) and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad AI mad, P.E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 13-1121.06, expiring on Sep. 22, 2015. 2. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09--1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-I9-2010, approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22, 2020 Approval Date: March 05, 2015 E-2 THESE DOORS ARE RATED FOR LARGE. & SMALL MISSILE 'IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUAl SLIDING GLASS DOUR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY. CHART ON SHEET 7 OF 16, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AS FOLIO STEP 1 DETERMINE DESIGN VAN ON WIND VELOCITY, BLI USING APPLICABLE ASC STEP 2 DETERMINE DOOR CAPA FOR THE GLASS TYPE , STEP USING CHARTS ON SHE WITH DESIGN RATING M IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RE SHALL APPLY TO EMS 48 1/8" ANCHORS IN PAIRS NOM_ PANEL WIDTH AT HEAD/SILL/JAMBS FALSE MUNTIN OPTIONAL A C t w � x i9 m w � � r •� M r' � r 2132 13/16" MAX. DOOR FRAME %MDTI j H it H J 11�� --r �2 1/8+ I.L. OPt� CL %/ tt Ll�� POCKET JAMB (SEE SHEET 4 & 6 & DETAIL M ON SHEET 13) M731•14" MAX. SILL TYPE 82 ANCHORS 2 OR 3 PAIRS AT STILE ENDS INTO CONC. AT 3" O.C. SEE CHART ON SHEET 8 FOR CAPACITY HEAD 2. 3 AT STI AT 3" SEE C FOR C tt� 0) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) KEP CLUSTER (2) WEEP CLUSTE _TYPICAL ELEVATION TESTED UNIT TYP. ¢ 14" 190 9/16" MAX. DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS 14" MAX. HEAD/SILL AT HEAD/SILL/JAMBS 2. 3 OR 4 PAIRS AT STILE ENDS SEE SHEET 8 AT 3" O.C. FALSE MUNTIN SEE CHART ON SHEET 8 OPTIONAL Al C1 FOR CAPACITY % REINFORCING AT INTERLOCKS - -�-ij— OPTIONAL oil see SHEET 7 FOR CAPACITY Ir Ir li it 11 42 1/8" 42 1/8" D.L. OPG. D.L. OPG. ti3 e r� d Ool Ir It C 1, }I SILL TYPE B2 ANCHORS 48 1/8" T' ENDS 48 1-- PANEL WIDTH SRTIIE AT 3" O.C. !7MN" "Win SEE CHART ON SHEET 8 FOR CAPACITY rz� 14" 3"MAX. TYP. Im (TESTED UNIT) TYPICAL ELEVATIOI+! REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. XXX (SHOWN) OXX XXO XXX (REVERSE) XXXXXX (SHOWN) OXXXXO XXXXXX (SHOWN) cQeup win v v EXTERIOR v c NON—REINF. INTERLOCKS SEE CHART ON ,SHEET 7 Q Q ® I o, NON—RE(NF. INTERLOCKS SEE CHART ON PANEL WIDTH M 10 EXTEF XXXXXO (SHOWN) iJG I I HQ H& OXXXXO NON—REINF. INTERLOCKS SEE CHART ON DO"ki�y1WD SHEET 7 =�-ofti #be Florid&, 6417 /.rNOTE' APPROVED CONFIGURATIONS 33 1. CONFIGU NON —POCKETED DOORS (NON —REINFORCED SHOWN) f 1 2. FOR APf SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS 11111111W Dadqmdvi['°-AM 3. FOR AN( THREE (3) TRACKS 4. DOOR SI L- PXXX(SHOWN) XXXP H J H �I LJL M t 1 I PXXXXXXP (SHOWN) rn u.r .xe.ra _ H J y toIJ L==JllUL--J K PXXXXXX(SHOWN) XXXXXXP PXXXXXO(SHOVIN) r- MML lYfuttt �rNO) SEI ! SH( II OH EX7t&OR O v v v NC / j % r --- 1 i L I� t (p � Ia I L_ POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA OXXXXXP ,APPROVED CONFIGURATIONS POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 0� a1 wftcr RyvlbEQ lweoatpwft with the noridt: A No rt Dsbe�(S NOTE: `' Mhtlri Qede 1. CONFIGU 2. FOR APF troduct Con�nal 3, FOR AN( 4. DOOR S! IK a XO (SHOWN) Ox ,-POOR I 1 H L1 XX OXO (SHOWN) OXO (REVERSE) hhAh Mh�4l� llt�nTll w o 0 G ULJ H J1 H L-� G OCKS ON @ EXTERIOR NOM. PANEL WIDTH MAX. FRAME WIDTH REINF. INTERLOCKS /-SEE CHART ON SHEET 7 K1 ''EXTE lSMS AT e O.C. O'I sy Lf NOM. PANEL WIDTH L'J V Lnluvvl` ��f \J NOM. PANE kUl V F-A I GT%I%Jn Yil oxxo XXXX (SIMILAR) APPROVED CONFIGURATIONS NObl—POCKETEnDOORS (NON--REINFORCEO SHOWN) SEE SHEET 7 FOR Op AND REINFORCING OPTIONS TWO (2) TRACKS NOTE: 1. CONFIGUI 2. FOR APF 3. FOR ANC 4. DOOR Sl i DOOR FRAME wlnrw Px (SHOWN) XP PXX (SHOWN) xxP P---- L ---I i Qj16 � l er Ia �1 o ! M 1 1 PXXP PXxxXP nnnn rniur wlnru n � H J H I M K POCKET CAVITY NOT BY CGI FNOT PART OF THIS NOA (IAAi ChIG[CIVm v I IY� (Yi } } I L—_ -J om EXTERIOR rux V-AILRIVI♦ 1.t7) uJ LAME WIDTH NON-REINF. INTERLOCKS /-SEE CHART ON SHEET 7 tl DOOR FRAME WIDTI NON-REINF. INTERLOCKS SEE CHART ON SHEET 7 EXTERIOR O II Q DOOR FRAb NON-REINF. INTERLOCKS -SEE CHART ON / SHEET 7 1� f I� ja ® HH EXTERIOR O PXXXX (SHOWN) PXXXO PPRO EO CONFIGURATIONS XxXXP POCKETED DOORS (NON -REINFORCED SHOWN) oxxXP TWO (2) TRACKS SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS Faeus wins" NOM. PANEL WIDTH XXXX (SHOWN) oxxx xxxo XXXX (REVERSE) xxxxxxxx (SHOWN) oxxxxxxo XXXXXXXX (SHOWN) oxxxxxxo 2 H F DOOR FRAME WIDTH v v EXTERIOR v wTi- o: o a XXXX (SHOWN) oxxx xxxo XXXX (REVERSE) xxxxxxxx (SHOWN) oxxxxxxo XXXXXXXX (SHOWN) oxxxxxxo 2 H F DOOR FRAME WIDTH v v EXTERIOR v wTi- o: o a H � H L MOM. PANEL• • I I XXxxxxxo (SHOWN) 1 oxxxxxxo U V V Q II<li00wr IaYibRo . with tkt Flan & NOTE. APPROVED CONFIGURATIONS Date 1. CONFIGU NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 7 FOR O AND REINFORCING OPTIONS 2 FOR API P�"� Coa*++Ai 3. FOR ANI FOUR (4) TRACKS 4. DOOR S I I XXxxxxxo (SHOWN) 1 oxxxxxxo U V V Q II<li00wr IaYibRo . with tkt Flan & NOTE. APPROVED CONFIGURATIONS Date 1. CONFIGU NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 7 FOR O AND REINFORCING OPTIONS 2 FOR API P�"� Coa*++Ai 3. FOR ANI FOUR (4) TRACKS 4. DOOR S I~ r� L PXXX)sHOWN) XXXXP PXXXXXXXXP (SHOWN) H H J H G PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP U U EXTERIOR V V U I I F� I , , I I t 1 L O V lJ POCKET CAVITY NOT BY CGI J NOT PART OF THIS NOA r-- { I I �yj I� 1 1 1 1 I PXXXXXXXO(SHOWN) APPROVED CONFIGURATIONSoo ostlCL 1!�'Yib� osylyir¢ wltb me llurNa POCKETED DOORS (NON -REINFORCED SHOWN) somil cafe l4-E?6 7.lS NOTE; SEE SHEEP 7 FOR Dp AND REINFORCING OPTIONS Aeceft$nif�wtkk j, CONFIGUR FOUR (� TRACKS -- 2, FOR APPI mind 3. FOR ANCf POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SH, AND TO BE REVIEWED BY AHJ. H H J H H H H' s DESIGN LOAD CAPACITY - PSF (GLASS) 0011. PANEL 1b101H UMNES DOOR MWE HMO =HES NUMBER OF PRIELS ALLMO GLASS TYPES 'A' & 'Al' GLASS TYPES 'H' k 'Di' INTERLOCKS W/0 REINF. INTERLOCKS WITH REINF. EXr.(+) INT.(-) EXT.(+) INT.(-) 24-1/8 30-1/8 38-1/8 42-1/8 48-1/8 54-1/8 80 10 60.0 60.0 80.0 8D.0 10 _ 40.0 60.0 80.0 80.0 10 60.0 60.0 60.0 solo 10 60.0 60.0 80.0 80.0 10 00.0 60.0 80.0 80.0 9 53.4 53A 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 10 6o.0 80.0 80.0 80.0 10 60.0 60.0 80.0 solo to 60.0 6D.0 BOD 80.0 t0 60.0 60.0 80.0 80.0 10 80.0 60.0 80.0 80.0 9 53.4 53.4 71.1 71.t 24-1/6 30-i/8 38-i/8 42-1/8 48-1/8 90 10 80.0 60.0 80.0 80.0 10 $0.0 60.0 80.0 $0.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 BO.0 - 9 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 to 60.0 60.0 80.0 E0.0 10 60.0 60.0 80.0 80.0 10 60.0 80.0 10 60.0 _60.0 60.0 80.0 _80.0 8D.0 0 60.0 60.0 80.0 80.0 GLASS TYPES 'A', 'D', 'Al', 'Dl' INTERLOCKS WITH REINF. EXT.(+) W.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/6 54--1/8 102 10 - - 60.0 60.0 t0 - - 60.0 60.0 10 - - 60.0 60.0 to - - 60.0 60.0 to - - 60.0 60.0 9 - - 53A 53.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 53-1/8 105 10 - - 60.0 60.0 t0 - - 60.0 60.0 t0 - - 00.0 60.0 t0 - 60.0 60.0 10 _- -� - 60.0 60.0 9 - - 53.4 _ - 53.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - 60.0 60.0 10 - - 60.0 60.0 9 - 604 60.0 24-1/6 30-1/8 36-1/8 42-t/$ 48-1/8 120 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - T 60.0 60.0 10 - - 60.0 60.0 9 - - 60.0 60.0 GLASS CAPACITY CHARTS NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR L( ABOVE +60.0 PSF ONLY. z M M 14 0 1-4 14 W a 0 �r W W 6' ANN. GLASS .075" Interloyer Soft" CP Wlth PET Core By 'Eastman Chemical Co.' OR .090" Interloyer S\By flex Clear And Color Gloss By'Eastman Chemical Co.' 0" lnterloyer Pont SentryGlas 'EL. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 rDOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" EPDM OUROMETER 85*5 GLASS TYPE 'A' 7/I6" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interloyer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILCONE GE SCS 1200 fDOW CORNING 995 GLASS TYPE 18' 7/16" OVERALL LAM. GLASS SETTMG BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36' EPOM DUROMETER 85+5 3/8" AIR 3/16" TEMP. 3/8" AIR 3/16" TEMP. GLAZING OPTIONS M O W a 0 a W M 6" ANN. GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co. OR .090" Interloyer Saflex Clear And Color GI( By 'Eastman Chemical Co. OR \DuPont 90' Interloyer SentryGlos 'E.1. DuPont De Nemot 3/16" HEAT STREW SILICONE GE SCS 1200 rDOW CORNING DOW CORNING ' SETTING AT 1/4 GLASS TYPE 'Al I' OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Cc OR .090" Interloyer Saflex Clear And Color GI By 'Eastman Chemical Cc OR .090" Interloyer DuPont SentryGlas By 'E.I. DuPont De Nemo 3/16' HEAT STREN SILICONE rGE SCS 1200 f SOW CORNING SETTING AT 1/4 EPOM DUROME GLASS TYPE 'Bi' 1" OVERALL INSUL. LAM. GLASS TYPICAL ANCHORS 'TYPICAL ANCHORS 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS CONCRETE AT MTG. STILE & INTERLOCK • ENDS SEE NOTE SHEET 1 AT MTG. STILE do INTERLOCK ENDS 1 BY WOOD BUCKS °: EDGE IS� a -SEE, CHART • . �0R' QUANT"jlES.• - 3 KSI SEE CHART CONCRETE FOR QUANTITIES SEE NOTE SHEET 1 EDO DIST, . 0 U u LA LA u LA ANCHOR TYPE A N COa, ANCHOR 'TYPE A N INTO 28Y WOOD BUCKS ` Q THRU 1BY WOOD BUCKS OR WOOD STRUCTURES a INTO 3 KSI CONCRETE DESIGN LOAD CAPACITY - PSF (ANCHORS) NOLL PANEL VADIt; INCHES DOOR FRAME HEIGHT INCHES HEAD ANCHORS SILL ANCHORS (TYPE EE 1/e SHIM SPACE 0/8- SHM CLUSTER AT STILE, i11F BLOCK ENOS CLUSTER AT OXWERLOCK EXV CLUSTER AT MLE/WIERIM-EW. 4 (6) 8 (8) 8 (SO) 4 6) 6 (8 4 (B) 6 (8) EXT.(+) INT.(-) EXT.(+) INT - EXT.(+) INT. - EX .(+) INT.(-) EXT.(+) IMT.(-)l EXT.(+) INT.(-) EXT.(+) INT.(-) 24-1 /8 30-1/6 38-1/8 42-1/8 48-1/6 54-1/8 82 80.0 - - 60.0 - 80.0 - 80.0 - -- 80.0 - 60.0 - 73.6 80.0 - 80.0 - 72.4 50.0 66.4 80.0 - 76.7 80.0 65.3 80.0 61.2 a0.0 - 70.5 80.0 60.2 80.0 87.5 80.0 - 66S 00.0 56.5 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-t/a 54-1/8 84 80.0 80.0 - 80.0 - 80.0 - 79.3 80.0 - 00.0 - 78.0 80.0 69.2 80.0 - 80.0 - 66.0 804 62.1 80.0 - 71.5 80.0 61.1 80.0 57.1 J80.0 - 66.o 80.0 56.2 80.0 53.5 80.0 - 61.8 00.0 52.6 80.0 24-1/8 30-1/8 36-1/a 42-1/8 48-1/8 90 80.0 - - 60.0 - ao.0 - 73.0 80.0 - 60.0 - 71.s a00 03.4 80.0 - 73.3 80.0 62.3 SO.O 56.7 B0.0 - 65.6 80.0 55.8 80.0 51.9 1 77.9 80.0 60.0 80.0 51.1 aO.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 80.0 - - 804 - 80.0 - 67.6 80.0 78.1 e0A s8.5 80.0 58.5 80.0 - 077 80.0 57.5 80.0 52.2 78.3 80.10 60.3 80.0 51.3 80.0 47.6 71.4 80.0 55.0 60.0 46.a 80.0 24-1/8 30-1/8 36-1/8 42-1/6 48-1/8 54-1/8 102 1 60.0 - - 60.0 - 60.0 - 60.0 - - 60.0 - 60.0 - 54.3 60.0 - 60.0 - 53.4 60.0 48.3 60.0 - $5.9 60.0 47.5 60.0 43.9 60.0 - 50.8 60.0 43.2 60.0 40.6 60.0 - 47.0 60.0 39.9 60.0 24-1/8 30- i /8 36-1/8 42-1 /8 46-1/8 108 00.0 - - 60.0 - 60.0 58.8 60.0 - 60.0 - 57.9 $0.0 50.7 00.0 - 58.6 60.0 49.9 60.0 45.0 60.0 - 52.0 60.0 44.2 60.0 40.8 60.0 - 47.2 60.0 40.1 60.0 24-1/8 30-1/8 35-1/8 42-1/8 48-•1/8 114 1 60.0 - - 60.0 -- 60.0 - 55.3 60.0 - 60.0 - 54.4 6D.0 47.5 00.0 - 1 55.0 60.0 46.8 60.0 42.1 60.0 - 48.7 60.0 41.4 60.0 38.1 57.1 60.0 44.0 60.0 37.4 60.0 24-1/6 30-1/8 36-1/e 48-1/a 120 60.0 - - solo - 60.0 - 52. 660.0 - 60A - 61.3 60.0 60.0 - 5i.7 solo +4.0 60.042-1/8 E44.7 5 59.3 60.0 45.7 60.0 38.9 solo 35.7 53.5 60.0 1 41.3 60.0 35.1 60.0 rTRO TYPICAL ANCHORS: SEE ELEV. FOR SPACING - AT HEAD - - TYPE 'A'- I f4" X 3-J./Am ULTRACON BY 'ELCO' I THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE j THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE TYPE ' B'- I f 4" X 3-1f 4" ULTRACON BY 'ELCO' DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- 1 /4" DIA. SELF DRILLING SCREWS (ORA I INTO MIAMI-DADE COUNTY APPROVED M INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI I ALUMINUM : 1/8" THK. MIN. (6063-TS y { (STEEL IN CONTACT WITH ALUMINUM TO 1 AT SILL - Z 5_yPE '82'- IX DIA, ULTRACON BY 'ELCO' (Fu-1T 4 DIRECTLY INTO CONCRETE - 1-3/4" MIN. EMBED INTO CONCRETE NOTE: o ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION Q WITH GLASS CHARTS ON SHEET 7 v LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE AI TO 2 AND 4 TRACK FRAMES. DI >: PLEASE SEE FOLLOWING SHEETS FOR DETAILS. IwAm G'P IIirVim j QlNtgft w t► tkt %11Ufiid6 Es1�11on D,1le__� � �• • . i Sz / o NCI R1Ide rwf :un YIi NO -METAL N HI( Z lQi LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES ML LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ RE1NF. UPTO 98 IN. HT. L LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 98 IN. HT. UPTO 120 IN. HIGH. EDGE DIST. 3 5/w & HARDENED LENGTH GROUT iINK, NON-MEiALUC )00 PSI MIN. CGI WINDOWS ANSFER SHEAR D STRUCTURE 10RS 0 �C W J & HARDENED 1ENGTH GROUT WK, NON-METALLIC 100 PSI MIN. CGI 141N00WS ANSFER SHEAR ) STRUCTURE A� �: ice'►, s`.��+::� 11� R ANCHORS ALTERNATE ? TYPICAL ANCHORS SEE ELEV. FOR SPACING Oh MAX. LOAD BEARING SHIM a z 0A oom m.. -- r v r # 'a p 'V 8 ' .•r TYPICAL FOR 1X6 OR LARGER WOOD BUCKS n WOOD STRUCTURE LOCK STILE WIDTH o l[a EXTERIOR { H) I REINF. AS READ. SEE CHART ON �SHEEf 7 FOR CAPACITY INTERLOCK (REINFORCED) 9 1/2" MAX. LOAD BEARW SHIM EXTERIOR l� DOOR FRAME N E z o .8, .... TYPICAL AN ELEV. SPACI� t4� ' C SEE SHEET 8 FOR tr S2 !d x W I 3 KSI CONC. POURED do HARDER HIGH STRENGTH GR4 NON —SHRINK. NON - Ile — 5000 PSI Mil NOT 8Y CGI WINDOY MUST TRANSFER SH LOADS TO STRUCTUI +4 3 KS1 CONC. L—SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS 3 KSI Ct a r SEE SHEET S FOR EDGE DIST. Ai 3/4" 3 KSI a a 0 N a w w RED & HARD ED i STRENGTH ROUT -SHRINK, NO -METALLIC 5000 PSI IN. 6Y CGI WIN I T TRANSFER HEAR DS TO STRUC RE 6 ell m ILI 10 r.� � r5l i •' 3 EDGE DIST. 3�4i f ANCHORS SEE: ALTERNATE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/20 MAX. LOAD BEARING SHII o RL a t C] a w vw 1BY WOOD BUCKS SEE NOTE SHEET 1 10 X 1--1/4`� SS PH SMS G 1 1 PER CUP #A2 M2.1 1 PER CLIP SS FH SMS FIXED PANEL 1 /2a MAX. / 1 TYPICAL FOR 0 IN RLCICK (REINFORCED) DOOR FRAME 9 1 /2' MAX. LOAD BEARING SHIM EXTERIOR DOOR FRAME WIDTH TSEE SHEET 8 FOR ANCHORS OIS7 aA a a'r• a •a4 a•( e. t4a TYPICAL ANCHORS TYPICAL ANI SEE FOR SF 1 /2" MAX. LOAD BEARING SHIM N 2X8 OR LARGER WOOD BUCK STRUCTURE L2 1/2" MAR LOAD BEARI SHIM DOOR FRAME WIDTH EXTERIOR MOUNTED POCKETED JAMB TYPICAL ANCHORS TYPE A, 0 OR C AT 6 FROM ENDS AND M 9" O.C. INTO WOOD/CONC./METAL IV' O.C. INTO BLOCK ONLY 1-1/8" MIN. 1-1/2' MIN, WOOD EMBED 1- 1/4" LAIN. BLOCK EMBED EDGE OIST. SEALANT 1-3/4" MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS CONC. BLOCK �a EXTERIOR 0 a POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ Q i IA- l i'il�ol V lm DOOR TYPICAL PAD PILE l TYPICAL AT PANEL 4 1 4.735 5.921 070 �--� .070 .860 .847rUf 1-�0 .547 1.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 4.735 5.921 070 .070 F, .850cr E7 TOP .911 1.250 .90 1155 1.250 6 FRI I " JI E 11 ALT. FRAME HEAD (2 TRACK) E1 FRAME SILL ALT. FRAME SILL 30 ALT, FRAME HEAD 0 FRAME SILL (3 TRACK) ALT. FRAME SILL E9 ASTRAGAL STILE 1 HORIZ EB MAIN STILE E5 INTERIOR INTERLOCK �1.86 j�- .995 OSO 1.83' 1.501 .156 3.000 E4 EXTERIOR INTERLOCK 1 825 125 125 1.310 0 INTERLOCK REINFORCING CODE PART No. DESCRIPTION MATERIAL MANUF. REN El CGI-183 FRAME SILL 2 TRACK 6063 T6 CGI EXTRUDER E1.1 CGI-150 ALT. FRAME SILL 2 TRACK 6063—T6 CGI EXTRUDER — E2 CGI-151 FRAME JAMB 2 TRACK 6063—T6 CGI EXTRUDER — E3 CGI-186 _ FRAME HEAD 2 TRACK 6063—T6 CGI EXTRUDER E3.1 CGI-152 ALT. FRAME HEAD 2 TRACK 6063—T6 CGI EXTRUDER — E4 CGI-153 EXTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — E5 CGI-154 INTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — E6 CGI-155 MAIN STILE 6063—T6 CGI EXTRUDER — E7 CGI-156 TOP & BOTTOM HORIZ ^6063-76 CGI EXTRUDER — E8 CGI-157 _ SILL RISER 6063 T6� CGI EXTRUDER — E&I CGI-181 ALT. SILL RISER(OPTIONAL) 6063 T6 CGI EXTRUDER — E9 CGI-158 ASTRAGAL 6063 T6 CGI EXTRUDER — E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. — S-) 6063—T6 CGI EXTRUDER — Ell CGI-182 FRAME SILL 3 TRACK 6063—TO CGI EXTRUDER — E11.1 CGI-160 ALT. FRAME SILL 3 TRACK 6063T6 CGI EXTRUDER — E12 CGI-161 FRAME JAMB 3 TRACK 6063—T6 CGI EXTRUDER — E13 CGI-185 FRAME HEAD 3 TRACK 6063—T6 CGI EXTRUDER — E13.1 CGI-162 ALT. FRAME HEAD 3 TRACK 6063—T6 CGI EXTRUDER — E14 CGI-168 OUTER —TRACK ASTRAGAL 6063 T6 CGI EXTRUDER — E15 CGI-170 POCKET HOOK 6063--T6 CGI EXTRUDER — E16 CGI-121 7/16- GLASS GLAZING BEAD 6063--T5 CGI EXTRUDER — E17 CGI-123 1" GLASS GLAZING BEAD 6063-75 CGI EXTRUDER — E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063--T6 CGI EXTRUDER — E19 C61-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - E21 CGI-156A TOP & 807TOM HORIZ (OPTIONAL) 6083-TS CGI EXTRUDER E22 CGI-158A ASTRAGAL (OPTIONAL) 6063 T6 CGI EXTRUDER - E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - E25 C61-184 2 & 3 TRACK FRAME SILL SCREW COVER 6063 TS CGI EXTRUDER - E26 CGI-187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER — E27 CGI-18B FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER — E28 CGI-1028 FRAME HEAD 4 TRACK 6063-76 CGI EXTRUDER — E29 CGI-1029 FRAME SILL 4 TRACK 6063—TS CGI EXTRUDER — E30 CGI-1030 FRAME JAMB 4 TRACK 6063—T6 CGI EXTRUDER - MI CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC — — M2 CGI— 171C FIXED PANEL CLIP (2-1/2- LONG) 6063—T5 — 3 6 M3 CGI-173 FIXED PANEL SHIM NYLON — 2 f MID CGI-176 FRAME HEAD ANT1llFT & PAD PILE WOOL/NYLON SULLNAN 1 f M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. — M12 CGI-177 PANEL TOP & BOTTOM OUST PILE WOOL/PVC SULLIVAN — M13 TA-5 I —PRS-1 50—C2SS TANDEM ROLLER ST/ST AMESBURY 2 f M14 SGO-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATE. M14A PSO1-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATL M15 SGD-507 KEEPER ZINC SULLIVAN INS M15A SGD-507N KEEPER ZINC INTERLOCKS INS M16 SGD-503 RECESSED ADAPTOR _ ZINC SULLIVAN INS M16A PS01-0036-1t7 RECESSED ADAPTOR ZINC INTERLOCKS INS M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN M19 SCS2000 SILPRUF SEALANT SILICONE GE — M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL SULLIVAN OR EQUIV. 4 1 M21 CGI-174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 f M22 CGI-175 SILL INTERLOCK PILE PAD WOOL ULTRAFAS OR EQUIV. S2 — #10 X 1 1/4" I.G. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW — - 2 oeo ` .925 .ss� —1.25o FRAME HEAD 10 FRAME SILL (4 TRACK) 7. FRAME JAMB (4 TRACK) 4 I FRAME TOP C 3 TRACK M FRAME BOTTOM CORNER 3 TRACK SHOWN S2 AA _/ FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN