Laserfiche WebLink
``�\��```, * ,,�I <br /> • � `_;�l••�• �'��^[]� <br /> e�u out :�: � �:¢=_ <br /> UUI ND04V so�ur►oNs _"`� z * �:Z� �� <br /> . � � =j•.. ,��:;�E m� <br /> � �� �amm <br /> ,. _ �i ��"'� ••'" � >> •m <br /> ..:=er,.,.,r^n,n.-;_ :,,ra� ''���+�r��� tpl���``` o r°�°z <br /> 4901 OaK Fdir�lvd.,Tampa,FL 33610 <br /> � � �� �.o � _°_� <br /> � � � �� . g =a 9 m.�W <br /> 4100-/4150/41�60 /41�75 � !: . �; aya ,��=a <br /> i � � -"� mda�� <br /> Extruded A�uminum ! i � ` � �Z � <br /> v E �a <br /> � Vertica! Clipped S1ructural Mu1lion 1 j s..�a �. . <br /> � GENERAL NOTES <br /> : 4100 Mulkon 4150 MuBion 4160 Mullion 4175 Mufiion �y <br /> '' i. lflis producS has been evaluated and is in corrp6ance w'rth the 51h Edition(2014)Florida Building (Aluminum Reinforce� {Stee!ReinforCed) o �Q <br /> � Code(FBCJ siructural requiremenls,exeludng the"High Velecity Hurricane Zone". �' ¢z <br /> � � m W� <br /> 2. When used in areas requiring wind bome debris prolection,this product rP mulled togetherwifh o. � Z <br /> � impact rated windows)does not requfre protecfion from on impact resislanfi covering when used a � �� <br /> � in Wnd Zones 1,2 and 3 as deFined by ASiM E 1996 and Seciion 1609J.2.2 ot the FBC. �109.375'Mn%.OVERAII FRAME WIDTH � � �,� <br /> `� o' <br /> d 54"MA%.SINGLE � <br /> c 3. In�nd Zone 4 as deflr,ed by ASTM E 1946,this product musi be protected with an lmpact resistant UNIf wIDP,i � ' � <br /> s crovering compfying wrfh Section 1609.1.2 of the FBC. a. �; <br /> n �, � . �n'�� � <br /> J ' 4. Seporate product approvals for each glazing product used with these mul�ons must be subm(tted �%/ <br /> along+vwth ihfs mullion product approval.The desigrepressure rating of the.assemby shall be the = � j <br /> = lesser of the lopd capacity of ihe mul�on os specfied using this approval or the design pressure � � �� LL <br />' m rating of the individual glazing products used, w a <br /> � � Z o <br /> 5. Anchorfng oF each gimJng product to the mu�(on shall be as shown in thts drawing or asshown in �� �� I�, <br /> ; each indvidual gloang product approval,whichever is more sfringent. o � �� v � 2 '��- <br /> � Z �'� 2 2 �� > <br /> Q 6. Mu1Gon anchor embedment to base moterioi shall be beyond wad dressing or stucco. 3 u� ^�.' � <br /> n � v o <br /> $ 7. Any conddions not mvered in this evaluation are subject to separote engineerin evaluation. � � w R . <br /> 9 <br /> N Q <br /> � ( � . C� . _ <br /> o S. For De stud framing constru�tion,anchoring of ihese units sha11 be ihe same as that shown for 3c ,' <br /> r,H i� ��: <br /> � buck masor�y construction. � L' �' .._ ° <br /> w ',i <br /> = 7ABLE OF CON7EMS i— ' ' r� o`�"o ' � <br /> i SHEEf 9 ORCRIPi)ON 8 1.375"MULLJON Wl�hi � 2 3 �J�e N�, _. <br /> a 1 Typical elevations 8 eneral notes �'6 6 6 6 6 / 6 ��Z ' o <br /> � 2' Component deto�s&cross secflons MULLED WINDOW UNIiS ��,' t/7 t3�'. ,: <br /> � 3 �esign pressure ta6tes(concreta insta0ation (IWtR unff Shown,mVItlples also aRowedJ � N.T.S. 9 <br /> 3 4 Oesign pressure fables(cancrete insfollotion) mvc,-er.: .�K= m <br /> 5 Design pressure iables(wood instauatlonJ See Sheets 3,4,5 b b for Design Pressore RcHngs <br /> ° 6 Design pressure tables(woodinstaliafianj Q°�'�` L�' Q ' <br /> Z . 7 Ancha brackef defoils ���" �' <br /> � 8 Buckancharing – FL-754t3.4 0 <br /> � s+cti 1 cF 8 - N' <br /> � — — � <br /> � <br />