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Home My WebLink AboutNOA; Series Clipped, Extruded Aluminium Tube MullionM IAM 1-DADE MIAMI-DADE COUNTY • 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 and Doors, Inc. 10100 NW 25t` 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, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series, Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section 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# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 Y�3 �1� �% Page 1 AAC-03379 1OFFY ARCHITEC IR APPROVE[) AR90911105 REVISE & RESUINAIT E] APPROVED A,'O-,ORP,,cC7ED f- This revi6:l i'- only for general cc,.jform of fieProlecl and jrenerefCJt ff31" '-rca ll, iitn "U'Mellis. rj;vc-.g it) fj�" — OL Cr hfl 0 ply n 'and 81, � 2pprovzi Ora cl a spect c item Sp'a,,j not Item IS 6 c" eCon rl L�PMS-Jfbla for: Dine, 3 of 'vh" om p 10-98 to be cDrfTM3d and co.,Telafsl at& Sola-Y to the the means, Malmda, techniques, the procam, or to ban: coordination of the work of sequences and procedures Of construe - in al r as: a safe and satisfactory me -end for POTforming all MW . manner. lk DATE: Ul BY. M IAM I-DADE MIAMI-DADE COUNTY 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.1ov/economy CGI Windows and.Doors, Inc. 10100 NW 25a' 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 PER - 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, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16118, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ARSSILE 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# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 hl�Ari� oAnE COUNTY Expiration Date: March 28, 2023 Approval Date: March 29.2018 31 %(p�l pl Pagel CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS . 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed 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) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 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-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 'l) 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 NOA No. 95-0929.39) 3. 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 NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuef Pere , P . Product Control Exa i r NOA No. 18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, 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 NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under 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 OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. :V0,MA Manuel rez, r.E. Product Contro x mer NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P Product Control a er NOA No- 29.08 Expiration Date: 'March 28, 2023 Approval Date: March 29.2018 E-3 1000 9 2400 LIT Ix .332 NV S. .332 IN,3 1X2 MULLION W63-T6 ]29i 2A00 �- '� TYP' HOLE D IA00� 3, GLAZING PRODUCT ( WA! 3, IDO iA• 6y6D 2A00 3.000 A00 %ftu �I m ,0 G ' ll 9 z �CQQS{I y x o y �Tn Gsa ;Fy '/ g z SSSW 1 j� R Q Z l l F L2.DD0--I P ANGI F 6FI_ �2L00—y r� I1 IDOO �13 I O• 3• �2.AL0� O lz9 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS �� >ES L AD00 'A' DEMENBION HORIZONTAL OR VERTICAL YUWON 'W- IN. SEE WINDOW OR DOOR APPROVAL MR FASIENVIS SIZES AND SPACING 2' 1.886 MULUON SYSTEM IS RAZED FOR LARGE MISSILE IMPACT. 6' S. BB IMPACT AND 0 ASS AND CAN S ON ,IMPACT RESISTANT PRODUCES. WITH ALL MIAMI-OADE COUNTYAPPROVED c 5 O V C Ix .9902 mL1 S3 - .6335 IN\3 1 XT�MLII I IONI ION 6063-TES Ix Z9762 WV OA3 2X4 MULLION 6A63-TB RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY ,7Ls NOTES• THIS PRODUCE HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REDUIRDIUCTS OF THE 20t7 (ISM EDITION) MPoM BUILDING CODE INCLUDING HIGH MOM HURRICANE ZONE (HYHZ). AL GLKDNG PRODUCTS USED WITH THESE MULLIONS MUST MEET THE L05 APPLICABLE BUILDING CODE REQUIREMENTS I.E.- WIND LOAD, WATER I INRLTPATON. FORCED ORNY RESISTANCE, SMEGIYRDS ETC. L IBYDES OR 29/ MOOD &lED k BUCK FASTENERS BY APPLIED DESIGNED CT MEOLLAi7SY TO TRANSFER � n$ y n 4 O Q O V F -2A00 ]25 --� 0 APPLIED PRODUCT lIIafiS PRO C AND UN O STRUCTURE TO THE BULONG SPUCIUFE ANCHORS SHALL BE DORF6SION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER UANUFS INSTRUCTIONS. SPEARED EMBEDMENT TO BASE j�ID00 INIFAW. SHAL BE BEYOND NAL DRESSING OR STUCCO. A LGN WRAION INCREASE IS MET IN MSIGN OF ANCHORS INTO WOOD ONLY.cT c R ¢ tc R B _[13 a7 MULLION CUP FOR 1BY TUBES _3� ALL SLAWS TO BE NIGH IMPACT, NON-METALgL1IEC�AND NON-OOMPRESVOUL 6063-TES MATERIALS COME INTO WONE� WITH OPEN DImYRBNOT LIMITED ToAT WIEIOAL.SALSN41 (IEEE THE REQU DAFNIS OF THE 2017 FLORIDA M.W. CODE k ADOPTED STAND-1- r R 4 S e 8 B S I.TUO 6.000 as LL7. THS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRWDE INMRWTION fOR A S TE SPECIFIC PROJECT, W. UPS SAFETY OF T S PRODUCE. ADEQUACY OF STRUCTURE RECEM0 THISPRODUCT ANM D SEAUNG OUND OPENING FOR WATER INRLTRATI RESISTANCE ETCINSTRUCTIONS: CONDITIONS NOT SHOWN IN PM IS WAMNO E TO BE ANALYZEDSEPARATELY,USE CHARTS AND GRAPHS AS FOLLOWS AND TO BE RENEWED BY BURDINO OFTTCIAI..STEP E : - nc U u 20574 DAI Sx 1.0187 M3 1%{ MUWON 600}ie I3 8.2757 MCI S% 2.7588 N�3 7%fi IAULION 606}TES 11 DETERMINE DESIGN LOAD REWIRED PER ASCE 7 FOR PARTICULAR OPENING. PROLNICZRgyg® ��pAll,^."• STEP 2 USEDADDEAD REOTY APDPRMGLAZING PRODUCTS MEETINhb G 86=41 a" ABOVE Y ' • WAL {A00 STEP 3 MEAPPSCION!TO MUWON AS PER PRODUCT �, � � + 11 USING GRAPHS ON SHE7:T 2 SELECT MULLION 97E WITH By i•I 1019; .51�4 DESIGN RATING MORE THAN DESCH LOAD SPECIFIED Miami IN STEP 1 ABODE PfOd`" OF '''nnn• � MIiWON CUP FOR 2BY TUBES S�5 ON VI EETSS33. 3.11. ELECTES �ANCHOF TYPEEWIPHDF9CN MTiI ' �S �T'�y � 6DOOBl�Te MORE THAN THE DMGN LOADS SPECIFIED IN STEP t ABOJE. I A�T Llrt•L•A 'N( - 2 OrOrin9 Pro. M95-13A 6heet 1 of 5 1 x 2 x 1/N MUWUN 25 35 45 55 65 75 5 TRBUTARY WIDTH - INCHES rkamm;�,-Im, 45 55 65 75 TRIBMARY WIDTH - INCHES IMMUNE .-,lum- 25 35 45 55 65 75 6 TRIBUTARY WDN - INCHES killElmimblum ,,,, �,., "i". \\\ \\\\ ■�,,,` . 45 55 65 1MBMARY WDTH - INCHES 1 x 4 X 1/8' MULLION 130 m wlmrx � tzo Y'"10N 2 clAmlo cuzua � � � 110 PItOg1Cf PRooucr F QQ :4 ram• 50-5/ • MULL AN O yC 1W CDL u i90 �• w1 w Q lilARCMS ro az eax»m 9 60 1190E fEeDNOJUVt SH4PE � E �a qaq 74-t/ • LL G Q 7MAl YWIOtI $$. �70 so 40 6TAiPlC OU70lC 9 R 106' PROWCf PRODUCE 0 G 30 25 35 45 55 65 75 8.5 MULLIOrI SPIN I 2 C TMUMARY WON - INCHES n8 N TYPICAL MULLION ARRANGEMENTS Z ^ WIDTH (W) n w1 ,• wz b@@ � $- ,�,.{{ MQgi ri � n n n MULLIONS RATED IN THEE CHARTS MAY BE ORIENTED VEfiRCN.IY OR HORIZONTALLY. c�c (INTERPOLATION BETWEEN WIDTHS ALLOWED) e a A Tuunrr r PRODUCE REVISED �. JB o 24,og AN 2010 /(*z �a DP dmwinp no. MULLIONS D>• ss; • ° Ea°;�` M95-13A AU�vI Pmeoq rr ri ALtt1 cheat 2 d 5 2 ANCHORS TYPE 'BH' CLP u uDH a �V A i O OIA2W0 PRCOIX PRODUCE ODIM.T Q �QS�S,tt yy LO�`4 aP Nt 1R Oyu OoQ�re�n 10 6 L(C °g IVDR¢amt uw1oH CUP ANOIDRS WRfl1F5 10 BE ObCNBEO P90E IECEIIILM1RM 9MPE O M Y z 2 i H • �WS2� 0 ti c q O TRIBUTARY MOTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES L YUNIa gPµ '� .� C 130 120 110 100 i g0 I z0 60 s 70 C� 60 50 40 30 MENME■ ,"�,mmm • . "��. mi �11 "`\ ■,\\`` ��GfALNC ANOIM aAaxc clAzwc v6DDun v600ucr �� 130 2 ANCHORS TYPE 'C' 'a0 F-- 2 TYPIG I ML IION ARRAN. M NTS 120 110 100 9� BO a � y 70 3 50 40 30 10, i WIDTH (W) a wt s w2 .0 ;E o � 1 U7-42 0 ANCHORS A APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE 'R' ANCHORS APPLICABLE TO ANCHORS INTO CONCRETE 'BN' ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS 'Ri ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCNO�S_'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES `-t^I Ne t4ll �` Y:'�IIQENBE* 25 35 45 55 65 75 65 25 35 45 55 65 75 85 PRODUCTR6VISm i TRIBIlfART WIDTH -INCHES TRIBUTARY WIDTH - INCHES ..0yi hhdx}lmfda _* 1 t *= .y �• 1 201il' ;{ a NOTE CHARTS"��s�rZ9.o8 droving nn. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD ?ITS - LOCATIONS AT HEAD, SILL OR JNAB ENDS. ?�•'•6 M95-13A FOR ANCHOR DETAILS AND DESOMPRON SEE SHEETSTHRU 5. 2 ANCHORS AT MULLION ENDS, (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)r IMIUM EM "��,�,�,,mum MIUMIMEM MIIMIM4\\\m 01►1\\.\\\\ \ IN, 4 A ",` �, ` NON m m INw14151 �Oyl' o� ao�nn� NItlIg6 R w, w2 C0ORR Ca1P AHtlOR6 \ Ix�a°c6lrcw� Q Lpe9 � B 25 35 45 55 65 75 85 25 35 45 55 65 75 B.5 25. 35 45 55 65 75 85 Qa8go 0 A C o R a TRIBUTARY WIDTH -INCHES TRIINCHESv IRY WIDTH -INCHES TRIBUTARY WIDTH - INCHHuwoN SPAN PR°MICf fiA)MPPOW Lw; MH C O TYPICAL MULLION ARRANGEMENTS 3�^� v? nWt? WIDTH (W) _ W2 2 � kiP } �_ z � - o 4 ANCHORS 'A' () Or APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' B APPUCABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS R OR THRU ,BY WOOD BUCKS INTO BLOCKS 'BF' S R1 AlICHORS APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS S OR THRU ,BY WOOD BUCKS INTO BLOCKS 'C' _ ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES o - `,1,ulllT � AH � 25 35 45 55 85 75 BS 25 35 45 55 65 75 BS TRIBUTARY WIDTH -INCHES TRIBUTARY WIDTH -INCHES PRODUCTHGVIB®sMq ulemgbbly�y ANCHORANY COMMON SHOWN Hf7tEJN MAY COVER ANCHOR LOAD CHARTS LOCATIONS AT HEAD, SILL OR ,IAMB ENDS. a dr°ring no. FOR ANCHOR MAILS AND DESCRIPTION SEE SHEETS 4 THRU S. M1 me w S "•O N' G M95-13A (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4 ANCHORS AT MULLION ENDS sIaNA1.�.� ItI I t „ sheet 3.lot $ • . I�4µULERACON 2x2zt/e• '9'• AWY ANCLE � ,• 14 SAI3 2/ ANOIE, ISY OR 2GY .root NWON 2 X 2 X 1/S uuY MCI 2-5/8• LONG I , =0 1.5oG 2 SCREWS PER SIDE REQUIRED FOR 3• TUBE MULLIONSCUP ANGLE ATIACHMENIS NOT APPLICABLE FOR 1•X2• TUBE MULL El YID BLE SILL OR TRW •PRECISE OONC ; °•. $ 1 1/ ANGLE •'%•1/1• P ULiR/LON 2 x 2 X I/B• 2/ ANGLE ILVY ANGLE 14 G.LLS - 2/ ANGLE YUWON Oft ?Bf YWION WOOWOO D ou� 2 X 2 X 1/W A MOLE 2-5/B• LONG I I$ ' 4. IN I taaG 2 SCREWS PER SIDE REQUIRED FOR 3• TUBE MULLIONS CUP ANGLE ATfACHMENIS NOT APPLICABLE FOR 1W TUBE MULL 21 1 3/ ..'i/4• � uL1RAwN 2/ ANGLE • OGIXAEIE OR wmxRr GlDcls 3 SCREWS PER SIDE REQUIRED FOR 4• k 8• TUBE MULLIONS PRODUCERNVL¢U 3 o QO � Cggq�qqq �p5`, 0 .3 11151 as 10 o 0 [[�� CiO C 3"3 A �o_� w.0 �L ,• . f�aNIQE TRMaN « NlfCN V000 BUCK •rrI d/a' • ULTMWN .TO ACCOKOOATE YUILON CUP : 9. YULUON CUP 2/ ANGLE •CLIP:ANGLE TO WAMNRY n • I L ,w.. ,!/ ANGLE � 6 04tn� YVLLgN YUWON _ 6 ' NUWON a. CONCRETE OR WSONM RlDg6 0 IN YUWON W000 R ?BY YUWON IN OR MWD RUIY( 9 A g i a • YWION II �n I I I I ----ate- •.. d' I R _ qqqBq [C uuLuoN i i I I SEE SHEET 1 FOR APPLICABLE MUWON CUP TO j I 1BY OR 2BY TUBE MUWONS Ir-------------- I AND FOR FABRICATION OPTIONS OF MULUON CUPS �I I� Mm LLNBfE Su I� OR TROT J M = I A. PAS �Af:rLRFOF�� •' � — E• _` •::::::::.-.••�:.:. •.. .. � e,d�Rn,''J8•oi29.o6 :*:j 2532018.'>•'e •PPEGST CONE.''•a .! >;• .I • TIE OF dfOring no. ,•r, ilu ..''• 1/4• I7A UL—CGN ai om.ItoGnC 3 Nomo..:'� M95-13A • T/ ANcla 01 ITT ahW4.lof 5 .1 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELLY. FOR SPACING TYPE 'A'- 1 /4' DI0. ULTR I BV 'El= (Fu"177 KSI. F5+155 KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4' OI0. ULTRACON BY 'ELCO' (Fu.177 Ie;( Fp 155 MSQ DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- ULTRACON BY 'ELCO(Fu.177 KSI. F7-155 KSQ DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU IBM BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF- 1/4' DUI. U TRACON RY 'ELCO' (Fw177 KSL F,155 KSQ DIRECTLY INTO FILLED BLOCKS 1-3/4' MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS TYPE SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. EME ND END BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL' 1/8' THK. MIN. (Fy a 36 KSI MIN.) (STEEL IN COMACT WITH ALUMINUM M BE MTED OR PARTED) TWICbT EDGE DIST0.:CS'FE INTO CONCRETE AND BLOCKS = 2-1/2' MIN. NTO WOOD STRUCTURE v 1' MIN. INTO METAL STRUCTURE = 1/2' MIN. WOOD AT HEAD. SILL OR .YMRS SG - 0.55 MIN. CONCRETE AT HEAD. 51LL OR JAMBS V. - 3000 PSI MR C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PST YIN. O C�q i 0�1�` v 2 AOCEs, "OLE go 2 Ofl SEE SHEETS 3 & 3.1 METAL SIRUCM2E 0 5 G TOR CAPAtl1Y - I TUBE MULLION C 4 ----------------------- a °s c 1NLS SCREW CIN BE 1 I /1� /P M SUS INSTAl1FD N FllliDi 1 Cll 11fII h 1l0 MULLION @• DIRECTION qp A. I i 2 PER CUP AT IARCQi YULLIM Q I I 1 L mum 1/87 THYS( NW CIWAIEL i 1IN OR 2B'f TUBES IT r 1E71C111 � YUWON p$( � i R Si C=�n p 3 ANCHORS DETAIL H1 o PETAL lO METAL CONNECRON v �2010 �: aroW1Ra Ro.