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L��JWINDOWSOLUTIONS <br /> eW out p _.w <br /> 4401 0a tr 1vd.Tampa,FL 3361f) //Irrr t%% 8 o z <br /> ^ c X8 <br /> Y d <br /> 4175 <br /> Extruded Aluminum 4175Mulfion <br /> Vertical Clipped Structural Mullion y� <br /> Z 2�y <br /> R 109.375 MAX.4YERRRl FRAME WIDTH <br /> GENERALNOTES SC MAX.SINGLE <br /> UNIT WIDTH <br /> i. This product has been evaluated and is in compliance with the 6th Edition(2017)Hodda `' o '8 <br /> Building Code(FBC)structural requirements.including the High Velocity Hurricane Zone". i <br /> 2. When used in the"HVHr,this product{rf mulled together with"HVHP impact rated wndrnvs), n <br /> compileswith Section 1626 of the FBC and does not require an impact resistant covering. <br /> 3. Wood bucks by others,must be anchored property to transfer lards to the structure and be m / <br /> reviewed by the Building Official. x <br /> 4. Separate product approvals for each glazing product used Ath these mullions must be z <br /> submitted along with this mullion product approval.'the design pressure rating of the assembly <br /> shag be the lesser of the bad capacity of the mullon as specified using this approval or the o <br /> design pressure raying of the indMduoi glazing products used. 2 N z <br /> fng 5. Ancho of each glazing product to the mullion shag be as shown In this drawing or as shown w g <br /> in each individual glaring product approval,whichever is more stringent. <br /> <' 6. Mullion anchor embedment to base material sholl be beyond wag dressing or stucco, c a: <br /> 7. For2x stud framing construction,anchoring of these units shop be the some as that shown for 1 i <br /> 2(buck masonry construction. <br /> a 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. _ S <br /> LL 9. Aluminum components,including fasteners,shalt meet the requirements of FBC Section 2003. <br /> TARE OF CONRENfs t 375'Mt1LLtON WIDTH <br /> o <br /> a Q <br /> � SkEEf t pfSCRlfRtaN : <br /> 1 TypTcai etevafior$6 generat notes <br /> b z cam r d.crasssechorss MULLED WINDOW UNITS dtt: lz 15 <br /> a 3 ges[gn Pressure to s iconcrete tnstataiien) wirr and shown mudT ra Som V.T.S. <br /> 3 4 presue Tables(concrete irrstalation R P� oho a�'C1 0%1 BY. JK M <br /> $ 17e- prilaure to s(wood irstdlaticn) c et: LFS 3 <br /> 6 n tables tweed uuxtatlgliorf Sea SheQts 3,4,5 i 6 fat Design Prmsttrra Ratings ,�: <br /> ORMWO a <br /> i 7 Anchor bracket detol s fT,-15 T 3.7 <br /> G 8 WICK arc u <br /> Y SW-V T OF <br /> — A <br />