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. ` <br /> � -� ��.' ASSC3�IATED MATERIp,�S � � cm <br /> } � pn\� <br /> � .._,.'�`"i's" .l '�t C CS Q f £: R A T E i'S ����rc°� � ,. <br /> 3773 STATE ROAD ° o g Z <br /> CUYAHOGA FALLS,OH 44223 n�arc. coMewe� MAX. COMBINED �°a' � <br /> 3100 STRUCTURAL MULLION w1�°tn��$rQN �s �osrW2 o��u�NSrorr rs roa2 �R�e, E <br /> _____� � �� �i'8 a•:a� <br /> I�- e z$�c�.,J'� <br /> �� ��Q c <br /> a �nm°� o <br /> • ��� J <br /> GLAZING GLAZING GLAZING GLAZING <br /> PRdDUC7 PRODUC7' 4 n Pft4DUCT PRODUCT � � <br /> MULL10N GOAL POST SME BRACKE! GLAZING o II <br /> (AT HEAD AND S!!.!� PRODUG7 <br /> �� a � <br />� GENERAL NOTES: , � � <br /> I t. TMtS PRODUC7 HAS BEEN EYALl1ATED AMD IS IM COMPLIANCE Wt7!-! THE 2007 & 20t0 � � �Z <br /> � FCORiDA BUttD1NG C4DES (F8G) EXCtUDlN6 TNE'"titfiitt YELOCRY!-tURRICANE ZONE". � <br /> � 2. WOOD 6UCKS BY OTHERS, MUST BE ANCHORED PROPERIY 70 TRANSFER LOADS TO m �� <br /> � THE S7RUCNRE AND BE REVIEWED BY THE BUILDING OfFlCIAL, <br /> � 3. MU�UON ANCHOR EMBEDMENT FO 9ASE MA7ERIAL SHALL BE BEYOND WAL! DRESSlNG � � -�-JCU+ <br /> � � '� vc� <br /> '� 4. WHEN USED IN AREAS REQUIRING WIND 80RNE DEBRIS PROTECTiON, THtS PRODUCT �o o � <br /> � POES N "' <br /> �n WlND ZONES 1, 2 AND 3 AS DEFlNED BY ASTM E 199fi;, IN WIND ZONE 4 AS � �QMB'N�p MAX. COMBlNED a M <br /> ,� pEF7NEt} 8Y ASTM E 199&, THtS PROOUCT MUST 8E PROTECTED WtTN Atd lMPAC7 plMENStON tS f08" DJMENStON !S }0$" a � <br /> o ftE51STAN7 CO,VERtNG COidPLYiNG WRH SECITON 1&09.1.2 OF THE fBC. �� <br /> °„!`. 5. SEPAR.4TE PRODUC7 APPROVALS FOR EACH GLAZING PRODUC7 USED WITH THESE �y���4Y2 W1--{�W2 <br /> �`�, MULLIONS IAUST @E SUBM117ED AI.ONG WITH 7HIS MULLION PRODUCT APPROVAL. � , <br /> �� 6. AtJCNORtNG OF EAGN GF.AZlNG Pt�OQUCT TO 7ttE Mt1Ll.lQN SNAtL &E AS SNOWN tN � <br /> EACH tNDMDUAt GiAZtNG ARODUCT AFPROVAi.. <br /> n 7. ANY CONDITIONS N�T COY'ERED IN THIS EVALUATION ARE SU&IECT TO•SEPARATE <br /> ENGINEERING EYALUATION. GIAZING CiLAZ(NG <br /> � 8. MULttON DESfGN PRESSURE RATtNG, SEE tOAD RATlNG TASt£SHEETS 2 AND 3 OF ��zING GIAZ!l�IG � Z <br /> rxts o�awlr�G. PRODt1GT PRODUCT �. PRODUCT PRODUC7 0 <br /> 0 9. THE DESIGN PRESSURE R411NG OF THE ASSEMBLY SHALL BE TME LESSER OF 7HE �n 4 � <br /> o LOAD CAPACITY OF TNE MULLION AS �EfERMINED USING THIS APPROVAL OR TNE GLAZING z �� °' <br /> �^ DESIGN PRESSURE RA71NG OF THE lNDMDUAI Gl.4ZING PRODlJGTS tJSEQ. q o � <br /> a 7Q, t3QUNDtNG 84x DtMENStONS FOR GEOtwltTRtC SNAPES MUST 8E EQUAL 70 OR LESS PR����T <br /> 1}IAN 7HE RECTANGULAR DIIAENSIONS SHOWN HEREIN. �� 'w' <br /> �°o GLAZlNG GLAZING GLAZING GLAZING q = <br /> � SuPPOR7tNC oacvM�NTS ac Evrr��cE PRODUCT PRQQtICT � PRQDl1CT PRODUCT F <br /> o � <br /> ',.� 1, THIS PRODUCT HAS BEEN ENGINEERED FOLLOWING ACCEPTED ENGINEERING 4� ,�. <br /> Q PRACTICE CONFORMING 70 THE REQUIREMENTS OF CHAPTER 17 OF THE FBC. �p m <br /> a ; <br /> TYPICAL MULLION GONFIGURATIONS �� � <br /> z° <br /> � w�12 ]I Oa o <br /> � TABLE OF CONTENiS � � � <br /> d SHEET OFSCRtPTfON m <br /> �Q 1 TYP(CAL EIEVqTtONS 8t CEhtERAt NQTES ��� g� <br /> °--' 2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS � `�'�� �� � <br /> i�', a <br /> �, 3 MUlLION LOAO 7A@LE FOR CONCREIE SCREW ANCHORS ����� <br /> 0 4 MtlLUON SfC72QN AND ANCNOR7NG DETAttS �—t���� ° <br /> n <br /> n. s� ? c �k �, <br /> KC. � <br /> c[ <br />