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HomeMy WebLinkAboutNOA; Series Clipped Aluminium Tube MullionMM AMI- MIAMI—DADE COUNTY, FLORIDA 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 (NOA) www.miamidade.gov/economy CGI Windows & 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 "Clipped" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No: M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al— Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Renewal 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. REVISION 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 renews NOA No. 12-0221.10 and consists of this page 1 and evidence pages E-1 and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1220.15 �,f Expiration Date: March 28, 2018 GASApproval Date: February 28, 2013 2 Zi� t3 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0331.07) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al—Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 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 along with marked —up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-00804105-08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by Vinu T Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked —up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/10/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0221.10) D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 12/07/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL4080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-0221.10, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion — L.M.I.", approved on 05/10/12 and expiring on 03/28/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-2 — azs 2.000 L Fes---2.000—i CLIP ANGLE 6063-T5 MULLION CLIP FOR 1 BY TUBES CGI-383 6063—T6 (ALT. TO 2 PIECE CLIP) MULLION CLIP FOR 213Y T B S CGI-395 6063-T6 (ALT. TO 2 PIECE CUP) a 6.000 k-2.000-�I MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6053-T6 MIN. INSTRUCTIONS: USE CHARTS AND GRAPHS AS*FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH FRODUCI'REMM) STEP 44 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED as complying with ou: Flodda IN STEP 1 ABOVE. Building Code �O 1 1 USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS pcceptuace No O l 'al STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING 6 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. By M6i Ds?c P `... MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE 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 SECTION 2003.8.4. FLA. PE 4 70592 CAN, 3538 o _ S a drawing no. M95-13A min I Tnto I nAn r`UAMT w1-w2-xl/ NO STEEL m m m nm LP x �m Im ,.-■,■■■■■■■■ IRIBUTARY WIDTH - INCHES MI II 1 TnNI IMAM MEMBER ■,■■,IS ..'U,■„■■ Mill I TnA1 In - a m 144 132 m 20 25 30 3S 40 4S SO SS 60 65 7B 75 BB BE TRIBUTARY WIDTH - INCHES MI II I TnAI I n A n r 1J AOT 1x4x1/B ALUM. TUBE NO STEEL CGIIX4 e�liEII31 ,��� ������� \■\��■E■■M�■■■OIN EMM,M■■„■■■ TRIBUTARY WIDTH - INCHES VERTICAL MULUON z GLAZING GLAZING PRODUCT PRODUCT uA Z m o am Q A a. OW IL c WI W2 Q O (I M ° ARCHES TO BE INSCRIBED O IL < `1 INSIDE RECTANGULAR SHAPE O 4 m 2 O Q IX W LL HORIZONTAL MULLION LL z In_ .Jam{�1 z O m Q N � O O n a ow I_ MULLION SPAN I z 0_ Ju U" m '¢ N c, J �+ N M elf TYPICAL MULLION ARRANGEMENTS W C3 3 Z ZZ�N WIDTH (W) O ° 8 3�3 y u � 2 Z "GLAZING PRODUCT 3: GLAZING GLAZING PRODUCT PRODUCT NOT 0 0 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) a PRCDLICT SLrP]C'SNL•D Engr. JAVAD AHMAD I 'a us comglya•;S eviiu L'uc F1erdB CML Puildiug Cc.:s^ 12� ` o FlA PE S 70592 Aaep1s;fce AL: Zo�p C.N. 3538 .a Ex o a •l O Mir4rS de ProduM Control drowing no. MULLIONS M95-13A pE� 1 Q 2�12 sheet 2 of $ LL a a z ❑ I-1 N O ANCHOR LOAD CHART milli I I Iloilo I ILI go ILI T I ; RIB.ruUTA�rRY "WIDTH » '-'INCHES bb Ile /b tlYl tlb m A-.. i LL a a z H Ld 1-11 LIN N, I LL PHONE N LL En 13 z N O dEl 25 30 35 40 45 50 5S 60 65 70 7S 80 85 TRIBUTARY WIDTH - INCHES 11 . 1. I'll A- 0111 11111 I IN moll is 111MIN 111 11 , 11164, 1.4 110111111 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES I'll lulu m rt ANCHORS TYPE D ANC D ICU N Z 07 r Z C) q 0 Q � N Ow m a� Mo O� � v 'o 0 a a a Gip} O O Q W N LL o IRS TYPE �HORIZONTAL MULLION ANCHORS TYPE N C OR D 0. B, C OR D ARCHES TO BE INSCRIBED 'W cmtVy a INSIDE RECTANGULAR SHAPE Q W ei O VERTICAL MUWON z GLAZING PRODUCT GLAZING PRODUCT `�I {} ANCHORS E GLAZING PRODUCT ANCHOR ETAIL Al GLAZING GLAZING PRODUCT PRODUCT � N J I a m N 3 N ANCHORS TYPE Q 0 r A B. CORD OW N l7 W Z Ix A. B, COR _ MULLION SPAN I O a dN CN (n ) w2 N � n Ld Z _1 N Z Z N 3 0 n TYPICAL MULLION ARRANGEMENTS o a WIDTH (W) w1 + wz 2 NOTE o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER - o LOCATIONS AT HEAD, SILL OR JAMB ENDS. z § FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) FRODUar:S_i nmr, WI the Florida Bcildbrccde ��_ VAS Acc pt==Alo Er. n ae j4 y Miami Dade Pro act Cont-.o, _ 25 30 3S 40 45 50 55 60 GS 70 75 80 85 TRIBUTARY WIDTH - INCHES AN C H O R S FLA. PE 111 70592 CAN. 3538 FC 1 � 20?2 a i S drawing no. M95-13A sheet 3 of 5 ANCHORS TYPE 'A ANCHORS TYPE 'B' ANCHORS TYPE 'C' �(, M a n NBTCFt VOOD BUCK o d/4" 0 ULTRACON °da . TO ACCOMODATE 3 Ip Z m C ANGLE -CLIP.,ANGLE TO MASONRY .1/4" O*ULTRACON 2 ALUM XANGE e _ 2 ANGLE 2 / 2 ALUMXANGLLE 4_ ALUMXANGE a N> 8 2/ ANGLE ® 14 S.M.S. _ _ _ IL a d 2/ ANGLE e 3/ ANGLE 00 !,u IL 6i 0 MIN. EMBED F o 7 d --- -- '. , ;2/ ANGLE O w l+l 0 ¢ o 0 QD o MULLION MULUON MULLION d ° :L Z N - t'1 CONCRETE OR Q Zm rw- NASONRY BLOCKS 1BY OR 2BY W000 BUCK 1BY OR 2BY n MULUON d' MULLION WOOD BUCK e 2 x 2 X 1GLE ALUM ANGLEALUM 2 X 2 X 1/8" MULLION 2 ALUMXANC E a H '^ 2-5/8" LONG 2 5/8"ALONG 3-5/8" LONG 0 c G - -�-- to O of ° _ I H VN p fn^ m d . O O.°� O W 0 Z _j ZZL� . 30 41 1.500 ° 1.500 MAX. tl d °9 o o_ LI L 33 MULLION I i N V a s I I I i ALUM ANGLE c c ' ' ® 14 S.M.S. I ___________- I 2/ ANGLE 2 o 1.500 I 1 MIN. i ANGLES TO 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI• Fy-155 KSI) WOOD BUCKS NOT BY C.G.I. i ' MSTCH S MARBLE SILL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED. N i i OR TRIM 1-3/8" MIN. PENETRATION INTO WOOD PRODUCfRLNEvlBD ..... '. .. Q e d ` ° • THRU 1BY BUCKS INTO CONC. OR MASONRYOs OO't'0Iy10B`J'th h' 0nda n1n1d1nG Cedc o. - 1 3/8' A MIN EMBED INTO CONIC. CCLj)101W t�0 / Engr. JAVAD AHMAD CIVIL 5 A 70592 CAN 3538 ry o .. ... .. ....... 2' MIN` d .. 1-1/4" MIN. EMBED INTO MASONRY 1 d PRECAST CONC. n 8 ° SILa ° 1/4" DIA ULTRACON 1-3/8" MIN. EMBED TYPICAL EDGE DISTANCE M1.. Dade Product Cml1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. o drewmg no. M95-13A I 1/ ANGLE INTO METAL STRUCTURE = 1/2" MIN. DEC sheet 4 of 5 , I TO T� ANCHORS TYPE V I ALUM CHANNEL 3/4 X 1-3/4 X 3/4 X 1/8' LENGTH TO CLOSE FIT INSIDE TUBE O O 1 3 � 3 q. I I I I 17—A 12 X 3/4" S.M.S. CONNECT PLATE TO CHANNEL IWON I I I I I I I I I I I _ IrI1 FALUM PLATE I d d q PRELA$f CONC. n.8 e q SILL �/4" DIA. ULTRACON 1-3/8" MIN. EMBED 2 PER PLATE ACCESS HOLE #12 X 1/2" S.M.S. SEE CHART FOR QUANTITIES TUBE MULLION ANCHOR I NO. OF CHART SCREWS TYPE A & D 1 2 TYPE B 1 3 TYPE C 4 Ir _ 1 I I I THIS SCREW CAN BE INSTALLED IN EITHER I Q12 % 3/4 FH SMS DIRECTION q� m . I I , I 1 PER CUP AT 1X2 & 1X3 MULLION 2 PER CLIP AT LARGER MULUONS I I � I MULUON 1/8" THICK ALUM CHANNEL I 18Y OR 20Y TUBES LENGTH TO FIT SNUG I , INTO MULLION I I I 1 ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT RENEWED w complying with die Florida Huiiding Code 12— �Z © 1 s Acceptance No �18 Ercpi a eta s Miami ade Product Contra CIVIL FLA PE $ 70592 C.A.N.538 DEC 10 J III i o 33 I \ 3 drawing no. M95-13A