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HomeMy WebLinkAboutNOA UNCLIPPED MULLIONMIAM!•DADE Al MIAMI—DADE COUNTY, FLORIDA o Sceogins j METRO—DADE FLAGLER BUILDING ' BUILDING CODE COMPLIANCE OFFICE CCO I 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375 2902 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.GOy/buildingeode 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 by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 dale stated below. The Miami —Dade County Product Control Division (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 AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami. —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has een designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel" Aluminum Ur (clipped Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-01, titled Series "Sentinel Aluminum Unclipped Mullion", sheets 1 through 7 of 7, dated 04/02/10, prepared by Al—Farooq.Corporation, signed, sealed and dated 07/29/10 by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Division. NIISSILE IMPACT RATING: Large and Small. Missile Impact Resistant. LIMITATIONS: The maximum positive exterior design pressure shall be + 40.00 psf where water infiltration requirement is needed. LABELING: Each unit shall bear'a permanent lab lel with the manufacturer's name or logo, city, state 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 u1 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 consists of this page 1, evidence page E-1, as well as approval document.mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.10-0510.14 MIAMIDADECOUNWW Expiration Date: September 22, 2015 Approval Date. September 22, 2010 Page 1 A -:IDS— -------- -- - - --- - ---- ----- ;area �. 1 io��Oo ..— Q��o�: s� a�nox a�no�aa� -Z. cd1:i}1:1�OLl t �ICA013l2d.5 +l,K �oatla uotsuatu F4� uili5a� luO aeciJ. uatun°o? u01K,a Ioa,al uaoo. at cltuoa 1°3-p � O,�y (b56) p,S56'OCS (t,S6) 51°a3!'�aid - dtl(),aD x31a MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA o METRO—DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2902 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) i www.miamidade.GOV/buildinzcode 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appealsl (BORA) 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 dated stated below. The Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or materi�en l fails to meet the requirements of the applicable building code. This product is approved as described herein, and has bi designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel' Aluminum Unc APPROVAL DOCUMENT: Drawing No. W1041, Mullion", sheets 1 through 7 of 7, dated 04/02/10, pre dated 07/29/10 by Javad Ahmad, P. E., bearing the Mi with the Notice of Acceptance number and Approval c Division. MISSILE IMPACT RATING: Large and Small 11' LIMITATIONS: The maximum positive exterior del infiltration requirement is needed. Mullion - L.M.I. A Series "Sentinel Aluminum Unclipped ;d by Al-Farooq Corporation, signed, sealed and -Dade County Product Control Approval stamp by the Miami Dade County Product Control Impact Resistant. pressure shall be + 40.00 psf where water LABELING: Each unit shall bear 'a permanent label with the manufacturer's name or logo, city, state 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 cake 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 consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. tea: y r-�. NOA No.10-0510.14 Expiration Date: September 22, 2015 Approval Date: September 22, 2010 Page 1 CGI WINDOWS AND DOORS, INC. E A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No W10-01, titled Series "Sentinel Aluminum Unclipped Mullion", sheets 1 through 7 of 7, dated 04/02/10, prepared by Al—Farooq Corporation, signed, sealed and dated 07/29/10 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration T 2) Uniform Static A: 3) Water Resistance 4) Large Missile Iml 5) Cyclic Wind Pres along with marked —up drawings and Hurricane test Laboratory, LLC, Tes 30, 2010, signed and sealed by Vinu C. CALCULATIONS 1. Anchor verification calculations prepared by Al—Farooq Corpora Ahmad, P. E. E. F. G. QUALITY ASSURANCE 1. Miarni—Dade Building Code MATERIAL CERTIFICATIONS 1. None. ;t, per FBC, TAS 202-94 Pressure Test, Loading per FBC TAS 202-94 est, per FBC, TAS 202-94 tct Test per FBC, TAS 201-94 ire Loading per FBC, TAS 203-94 nstallation diagram of mullion, prepared by Report No. HTL-0080-0301-10, dated March . Abraham, P. E. structural analysis, complying with FBC-2007, dated 05106110, signed and sealed by Javad Office (BCCO). STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC- 2007, dated April 30, 2010, signedIland sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Tpst Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. 1 3. Proposal No. 09-1492 issued by BI ICCO, dated November 05, 2009, signed by Manuel Perez, P. E. OTHERS 1. None. E-1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 10-0510.14 Expiration Date: September 22, 2015 Approval Date: September 22, 2010 I �I "DOO r I 1.000 11.000 r 4,000 2.500 3.000 .125 TYP. F-- .12s nP. F� .12s TYP. I� 1_X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 6063-T6 1 X 4 STD. TUBE 6063-T6 6063-T6 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION 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 IN ALLOWABLE STRESS 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 REOUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE STEP— 3 AND ANCHOR OUANTRIES WITH DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 4 CAPACITY OF,SELECTED CGI'S WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. 'GAM. J536 APP=cda,c=P� /tft NM FfaadeB ryC� ow � o. �. Div siaa By 4ftV z O w a� Q W p (L Oo � cr a c O CL O °a 3 y O o cl aWN31L N LL Z o J OtvQJ aW��� —0-ng no. M10-01 i MULLION SPAN MULLION SPAN n 2 1/2' 3' 4' 2 7/2' 3' 4• I o I 0 m a A x I A A > mx � oz o � � I � C MULLION SPAN m MULLION SPAN 3 z 2 1/2' 3• a• 2 1/2' 3' 4' DI F cn x x ti A 0 O A m T � o A m 9 A � MULLION SPAN m MULLION SPAN 2 7/2' 3• 4• I. 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(305) 593-6592 AL-FAROOQ CORPORATION rf1c ENGINEERS & PRODUCT DEVELOPMENT ]235 S.W. 87 AVE MIAMI, FLORIDA 331748 TEL (305) 264100 FAX (305) 262{•978 •Nm 'I' i°'m N�� N��b •�mm V��Nmb •�� � Z i m • � � b 9 g N IC J N i0 V V d VI N N N N (O � N - b O N P� 4 � Ili N aNl V g N O N ImA O O O X F C n E Nm m2 N J N U -A• � O O4i a V N a U 4 O Imi� m V Oi N b N m b N b _� m l�'1 � A b )J N lD :. 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(305) 262-6978 1cl v j 0 cnk. ey. TEL. (3U5) 593-6590 FAX. (305) 593-6592 MULLION\M10-CICGI 1 I I N \ .-T m m • m � O \ m U m u F mS G o 9 C Z .. 0 q > m N to N O A m N a 0 i N m •Pj V u Am N u U P 22A • •• •---------------- N m N •; y m m0 m O N V J � N Imi P V 6 V i. O 6 0 G G 6 G 6 6 6 6 6 6 NN m O V tmli O b 0 b 0 0 6 6 b O O m m O N N 0 0 b 6 6 6 b b b b r s C G9CE Z G O G O G G W O 10 O O O C G G G C V L. U b O 0 O O O G 0 0 O G 0 0 C !h N I=n• SO� O N:�mmumH�m6 6666" °6bm° m =gig = G C O G C 0 0 0 O G C --11 w= m r ¢ O y n 2 mm�m JmHmmmm E s m b mm _ ��m mm O C G G G G G G C _F i .. m m y o o c o o m m g m 00 b 0 0 0 0 0 0 0 o o 1O c 6 'O fO 0 0 6 tbZn 00 0 6 m = o c o o c o c o o c o o c o n mm mm r r i m[IIi�rSJ • N I u i • O a Z F • S f i o Z t] � O ` A. 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(305) 593-6592 D S Ln m c m z n 0 a zA pyFN 9 d oS, ' Fi� AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT �.• 1235 S.W. 87 AVE T MIAMI, FLORIDA 33174 f TEL(305) 2648100 FA)L(305126ZG978 TYPICAL ANCHORS 1 OR 2 1BY AT EACH SIDE OF MULL(AT WINDOW FRAME) WOOD BUCK SEE SHEET 3 & 4 FOR CAPACITY A as ° d P < d I 1 1 1 I I 1 1 I 1 1 1 I 1 I 1 I 1 I 1 I 1 1 I I I 1 I Z �r -• A I ae x d ^ < ° a z TYPICAL ANCHORS 8 ° 1 OR 2 ° e , 1 I AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY HULL SEE SHEET 3 & 4 FOR CAPACITY 2BY WOOD BUCK OR is SMS 1-1/4- MIN. WOOD EMBED 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY FLANGE. FLANGE ADAPTOR AND WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. FLUSH FRAMES CAN BE USED MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AT ALL ANCHORAGE CONDITIONS. AND TRANSFER THEM TO THE BUILDING STRUCTURE. 22 3/I TYPICAL ANCHORS: SEE ELM FOR SPACING 1 /4" DIA. TAPCON BY 'ITW(Fu-120 KSI. Fy-92 KSI) I 1 /4" DIA. ULTRACON BY ' -O' (Fu=177 KSI. Fy-155 KSI) ro��_ \1 INTO -2BY-WOOD-BUCKS-OR-WOOD_STRUCTURES_` I�--2-3/8" MIN. 1-3/8" MIN. PENETRATION INTO WOOD I I THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ---� #14 SMS OR SELF DRILLING SCREW (GRADE 2 CBS) WHEN USED THE MIN. WOOD INTO METAL STRUCTURES BUCK DEPTH SHALL BE lib". STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) THE USE OF DEEPER OR ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) BEVELED WOODBUCKS IS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PERMITTED. TYPICAL D ISTANCE N INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Engr. JAVAD AHMAO CML FIA PE 9 70592 AT1p7oYCd� 1 FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. CAN. 3538 .moo Florid,comp'.., _ B .ling O p ALSO APPLICABLE TO SINGLE HUNG AND NOAN - * Date ?2 20 HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, :j EQUAL LEG OR FIN FRAME CONFIGURATIONS. v ey drawing no., M 10-01 p 2.505— 1.745 .811 3. 745 O65 T1P. 1.015 I SERIES 130 SENTINEL H.R. WDW. FLANGE FRAME HEAD I Hsl WDW. FLANGE FRAME JAMB FIX. WOW, FLANGE FRAM S.H. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME HEAD CGI-118 CGI-136 CGI-135 -Ih-812 1-1.301—{yp.065 IYP.65P. z.4a02.505—j 11.335 1.01745 2.346 H.R. WDW. FLUSH FRAME HEAD -- - - - -- X. WOW, -_ _ _.S.H.- WDW. FLUSH FRAME JAMB FIX. WOW. FLUSH FRAME CCI-102 CGI-119 15 SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME SIL CGI-138 2.505--y—A� 5 I 1.245 811 .745 .065 I . 1.015 H.R. WDW. FLUSH FRAME JAMB S.H. WDW. FI .St FRAME HEAD CGI-100-- SERIES 120 SENTINEL H.R. WOW. FLUSH FRAME SILL CGI-113 .065 TYR 3.17` R5 1.429 1.00D I .500 I-- 2.505 SERIES 110 SENTINEL .H S. WDW, FLANGE FRAME SILL CGI-137 SERIES 110 SENTINEL S.H. WDW. FLUSH FRAME SILL CGI-101 SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME JAMB CGI-139 SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME JAMB CGI-116 y. U� G1 3 .51Z ,1802 Q Fa mN zC p w n p� a 50 C M g K W m p a ¢ o ooppl FLANGE ADAPTOR p a p m CGI-109 {i ZNP 0 Jcsm¢� Q' uM k' -q —.065 3 5 N 1.550 1.680 L 0 1 m N .050 6 0 rl Ow X 1.395 0 In ¢ a = [V G (n FIN ADAPTOR -' 0 fn r7 n CGI-110 ? Z Z J N E�g'..IAVAD AHNAO CIVIL FI.A. PE C..IN. 3j 705SZ 38 5\ A_�pm cd a wmplying with tW M rid -Boil lira Code Ailaci b p Dyt ,oa � drawing no. v7 B M10-01