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REVISIONS <br /> ��tMOrrrorr ' REV. DESCRIPTION DATE BY <br /> 7 COpIRANE AVE.PENNSBORO.WV 26415 <br /> PN.800-426-2249 2 BVI38 PEf 2 F�OfldO Building .�.L ,15 2008 TDD <br /> EXTRUDED NON—IMPACT VINYL MULLIONS Code, Added Sheet 7. / / <br /> 3 evised per lorido Building 04 15 2011 JRM <br /> WITH ALUMINUM REINFORCEMENT Code, Added Sheet 8. / � <br /> ALL NON—IMPACT WINDOW SERIES 4 Revised per 2010 Florida euilding <br /> Code, u dated eneral notes sht.1.01/20/2012 CAP <br /> 5 Update rotings chart and 06/20/201 T.D D <br /> added new mullion covers. <br /> 6 Revised per Sth Ed. 2014) FBC 04/25/201 LAT <br /> CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2.85 KSI, <br /> MASONRY— STRENGTH CONFORMANCE TO ASTM C-90 <br /> ww�� <br /> iVi� <br /> �p�U <br /> � \ . U� O <br /> � ^��? INSTALL ANCHORS THROUGH OUTERMOST HOLES. <br /> Q �z SEE NOTE 3 <br /> Q Q <br /> Q z <br /> JC � <br /> WITH 1 BY WOOD �� `� <br /> BUCK SHOWN ��' M 6" <br /> �� <br /> 0 <br /> 4 1/2" <br /> CONC./MASONRY ANCHOR, SEE NOTE 3. <br /> MIN. 4" SPACING BETWEEN ANCHORS O O <br /> � <br /> \ <br /> �-- N <br /> RIVET OR BARREL NUT cv `r <br /> (S�E TABLE 1 ON SHEET 6), ° <br /> (2 EACH BRACKET <br /> MULLED UNIT <br /> HEIGHT <br /> A A <br /> WITHOUT 1 BY WOOD CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2.85 KSI <br /> BUCK SHOWN MASONRY— STRENGTH CONfORMANCE TO ASTM C-90 <br /> . o <br /> m�� SECTION A—A <br /> Q a w��= <br /> Q ZZWV <br /> 7 O <br /> �U?O <br /> °a°�z <br /> � , �zm <br /> � � ���t`��!��R��f�#��� <br /> ♦ �ter�s.tq� { <br /> CONC./MASONRY ANCHOR, SEE NOTE 3. `�� �•�• '4C��J��4a�'l`�} �#� <br /> MIN. 4" SPACING BETWEEN ANCHORS �+R�'��� ti' � a°"�'�`''�rr <br /> �..r�• f�do 58201 ':�': <br /> VERTICAL CROSS SECTION WITH � �� �,*� <br /> MASONRY/CONCRETE SUBSTRATE .: • '�' ; .. <br /> NOTES. 1�a. S'CAT� Q� ;��da�'. <br /> 1 THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH THE STH EDITION (2014) FBC STRUCTURAL REQUIREMENTS AND ARE LIMITED TO �+Q o ��'�� <br /> USE OUTSIDE THE HVHZ. '�t�'�����( ����P;'�'�a�,� <br /> 2. THE MULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS. t� � e�����o�,. ii�. ti,� <br /> 3. ANCHORS IN GROUT—FILLED CMU BLOCK (ASTM C-90 COMPLIANT) SHALL BE 1/4" ELCO UTRACONS WITH 1 3/8" MIN. EMBED. TO BLOCK, AND 1" :�If��(�(��L„�G�,p��''� <br /> MIN. EDGE DIST. ANCHORS IN SOLID CONCRETE (2.85 KSI MIN.) SHALL BE 3/16" ITW TAPCONS OR 1/4" ELCO ULTRACONS WITH 1 3/4" MIN. �fEl��lFi�414*� <br /> EMBED TO CONCRETE. AND 7 1/8" MIN. EDGE DIST <br /> � �..,.���. . <br /> 4 ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS. Rn+oo�se s <br /> 5. WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR. �� SIMOIdTO '�'Rfi;V °3�zo- <br /> 6. BASE PLATES AND L—BRACKETS ARE STAINLESS STEEL CONFORMING TO ANSI 302 304. W � " ' �" :°"°`m�. <br /> / a/25/TOiS 7DD i2'�/te/OB <br /> 7. SIMILAR INSTALLATIONS ARE USED ON HEAD AND SILL. ���+�.P.E 2��� �o.�s:i �*ea8 '°°"��" o+¢jsa��z <br /> MaW p�qtlfEFlxC a cOxMnxG,�riL. <br /> 8. WI1EN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION IS REOUIRED, USE OF AN IMPACT PROTECTIVE SYSTEM IS RE�UIRED ii�e`a`�e°."n���cummv°'�'r'n�'.me � <br /> IN CE M LLI S <br /> � <br />