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.. ----- � .`````���t►* �i���'';--_- --- <br /> ��� ASSC3�IATE D..MAT�RIALS - �� �,,,� ������� : _. N , <br /> .`.� C;=•• •!�-i <br /> � O O1 <br /> I�.. N C O R P�O�R ^A T� E D ,_, "�_�� m •��=�^ <br /> 3773 STATE ROAD __ :_- � - �_�`� �� �'z'Z�� <br /> CUYi�HOGA FALLS, OH 44223 '�';• Z ��°'� °� <br /> .. .. _ �i �••, •��` J O fNo m � <br /> .... .__ - �/�'''' '••.�....••�\�` N 1.�Ol <br /> ��/11111111 � O e��l m Z <br /> 3100 STRUC2URAL MULLION - �. �oMB�NEo - �� . M�. �oMB�NEo �.. ""o <br /> - - --- •- DIMENSION IS 108" DIMENSION IS 108" 9 Z o'Z v <br /> - �� o Em m o <br /> Wl W2 .. . W���W2 e ° 9 °� <br /> g o <br /> a �"�- mda <br /> - s 4, � <br /> _ - � : — o <br /> E aZ <br /> , �: o �d �" <br /> MULLION GOAL POSTSTYLE BRACKET GLAZING GLAZING Z GLAZING GLAZING <br /> (ATHEADANDSILL) PRODUCT PRODUCT � 'a�- PRODUCT PRODUCT Z <br /> • �� � _ z <br /> GLAZING z u � ¢v, <br /> GENEHi��ivOTES_ _ - PRODUCT 'j� - � ¢o <br /> 1. This product has been evaluated and is in compGance with the 5{h Edition(2014�Flodda Building � Z <br /> Code�FBC)excluding the"High Velocily Hurtfcane Zone"and confortru To ihe requiremenfs of FBC � —�, � m w� - <br /> Chapter 17. ; - � � �z <br /> _ _'_ � a cQi� <br /> 2. W000 oucks by others,must be anchored propetiy to hansfer loads to the shucture and be reviewed . �o o � <br /> by ihe Buldng O�cial. ��_,µ, k.;, <br /> - - - � �- - <br /> - o M � <br /> 3. Mulllon anchor embedment to base matedal shall be beyond wall dressing or sfucco. - , „ _---�__� ° a�� <br /> c 4. When used in areas requUing wlnd bome debris protection;this pidduct does not require protection '�"' <br /> from an fm���+�Q4�+n�t cn�arin�+when used fn�nd Zones 1,2 and 3 as defined by ASTM E 1996;in . ., MAX. COMBINED <br /> Wind Zone 4,as defined by ASTM E 1996,this product must be protec`^�!with-an'impact resirtant MAX. COMBINED <br /> _ rnvPr�ng comolving with Section 1609.1.2 of the FBC. <br /> _.. . DIMENSION IS 108" DIMErvawri i� 108" � - <br /> - - W���W2 . ., W���WZ `� <br /> 5. Separate product approvals for each gla�ng product used wlih ihese mullfons must be submitted <br /> along vAth thls mullion product approval. - ' o� o <br /> � z <br /> wo � <br /> � 6. Mchodng of each glazing product to the mullfon shall be as shown in each individual gla�ng �N � <br /> productapproval. -"� ' GLAZING GLAZING GLAZING GLAZING o� � <br /> PRODUCT PRODUCT PRODUCT PRODUCT � <br /> " 7. Any condiiions not covered In thls evaluation are sub]ect to separate engineedng evaluaflon. ���`�° - ¢� <br /> ' --' ' '�a�a a <br /> 8. MulRon Design P�Ps����RaHng,see Load Rating Table Sheeh 2 and 3 af this drawfng. GLAZING o �i - ��....- _ <br /> . - PRo�ucr -•� .. ^� � <br /> 9. The design pressure ratfng ot the assembly shall be the lesser of the load capacity of the mulfion as �� GLAZING GLALING -o o¢ � <br /> datermined using ihis approval orthe design pressure rating of the indivlduai glazing producis used. GLAZING GLAZING ,,,,, PRODIICT PRODUCT M�� m <br /> - PRODUCT PRODUCT � _ <br /> - 10. Bounding box dimenslons for geomeMc shapes must be equal to or less than fhe rectangulo� N^Z � <br /> dimenslonsshownherein. ���p ���pg i <br /> � � ` s�: NTS � <br /> s TABLE OF CONTENTS ' '-' ' m <br /> SHEEf // DESCRIPTION owo.er: DWS <br /> , nP��A� E��Ar�oNs & �ENE�� NOTEs _ - TYPICAL.MULLION CONFIGURATIONS CHN.BY: LFS 3 <br /> 2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS ' oruvnNc uo.: � <br /> a 3 MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS _ _ ., FL-12078.1 � <br /> _ N <br /> 4 MULUON SECi1C�: ��.����JRING DEftGC3- sH�r 1 oF•4 � <br /> a , _. _. <br />, . - - - . <br />