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NewSouth <br /> WINDOWSOLUTIONS ...... <br /> Z C5 <br /> Z' <br /> ED, <br /> 9 5 C! <br /> Z' <br /> 4775 9 <br /> 4175 Mullion 0 <br /> Extruded Aluminum <br /> Vertical Clipped Structural Mullion <br /> Z 0 <br /> a <br /> IM,376'MAX,OVERALL FRAME WIDTH <br /> GENERAL NOTES W MAX.SINGLE <br /> V LIM WIDTH <br /> 1. This product has been evaluated and is in compliance with the 7th Edition(20M)florida <br /> 0 <br /> Building Code(FBC)structural.requirements,including the'High Velocity Hurricane Zone". <br /> 2. When used in the"KVHT"this product(f mulled together with"HVI-127impact rated windows), <br /> complies with Section 1626 of the FBC and does not require an impact resistant covering. <br /> 3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be xZ <br /> < <br /> reviewed by the Building Official. w CE <br /> ions Z T <br /> 4. Separate product approvals for each glazing product used with these murill must be 0� — <br /> submitted along with this mullion product approval.The design pressure rating of the assembly <br /> shall be the lesser of the load capacity of the mullion as specified using this approval or the <br /> ce design pressure rating of the individual gla2ing,products used. �E <br /> < <br /> 5. Anchoring of each glazing product to the mullion shall be as shown in this drawling or as shown <br /> in each individual glazing product approval,whichever is more stringent. > <br /> 6. Mulrion anchor embedment to base material shall be beyond wall dressing or stucco. <br /> 7. For 2x stud framing construction,anchoring of these units shall be the same as that shown for <br /> 2X buck masonry construction. <br /> L <br /> & Any conditions not covered in it-&evaluation are subject to separate engineering evaluation. <br /> iz 9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2D03. rl-"lr2-\ 3 4 <br /> 1 XY MULLION WIDTH 7 <br /> 7��J <br /> Z <br /> ;0 <br /> Z <br /> TABLE OF CONTSM <br /> Z 0 <br /> SHEET# DESCRIPTION <br /> I Typicoi elevations&general notes DAM 7 15 <br /> 2 Component detaus&cross sections MULLED WINDOW UNITS <br /> scALF- N.T.S. <br /> n) <br /> N3 Design Prespire ems (rwfn unit shown,In ufflpfes also aftweA OM.BY. JK <br /> 4 pressure tables(concrete CHK.BY. LFS <br /> 5 922n tables(wood Installation) <br /> �See Sheets 3,4,S&6 for Design Pressure RcMngs DRAWNG N01. <br /> 6 Design tables twood Insfollatioril <br /> FL—15413.7 <br /> 1 7 Anchor bracket details ro <br /> 3 B Buck anchoring <br /> ISHEET <br />