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MKWSY GnraLIXi <br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 <br />HEADER SPAN CHART <br />SINGLE STORY APPLICATION <br />SIZE <br />CLEAR SPAN <br />DEL 2 x 6 <br />UP TO 5'-4' <br />DEL 2 x 8 <br />5'-4' TO 1'-0' <br />DBL 2 x 10 <br />1'-0' TO 10'-0' <br />DBL 2 x 12 <br />10'-0' AND OVER <br />TWO STORY APPLICATION DOU,N STAIRS <br />SIZE <br />CLEAR SPAN <br />DBL 2 x 6 <br />UP TO 5'-0' <br />DBL 2 x 6 <br />5'-0' TO 6'-4' <br />DBL 2 x 10 <br />6'-4' TO W -0' <br />DBL 2 x 12 <br />8'-0' AND OVER <br />MINIMUM WALL AND HEADER <br />STUD REQUIREMENTS <br />MAXIMUM HEADER SPAN (Ft.) <br />UP TO <br />5'-0' TO <br />U.N.O. <br />4'-II 1/2' <br />1'-II IR' <br />AND UP <br />NUMBER OF HEADER STUDS <br />SUPPORTING END OF HEADER <br />1 <br />2 <br />3 <br />NUMBER OF FULL LENGTH STUDS <br />2 <br />AT EACH END 01 HEADER <br />1 <br />3 <br />2 x 12 <br />(r2 5YP) <br />l/16' 05B <br />NAIL (3) 12d ® 6'-8' O.G. <br />TYP 2x12 BM /HDR <br />FRAMING NOTES: <br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: <br />TRUSS TO MASONRY/CONCRETE SHALL BE META-16 <br />FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-I6 AT EACH <br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. <br />TRUSS TO WOOD FRAMING SHALL BE MTS-12 <br />3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY <br />TRUSS MANUFACTURER <br />4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, <br />PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. <br />5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER <br />STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN <br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W13-10d GUN NAILS OR 3-12d HAND DRIVES 9 EA. <br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. <br />-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. <br />8.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. <br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12, <br />S.REFER TO DETAIL 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4 <br />DETAILS. <br />m 6 11 17411 <br />LL <br />LL LL <br />I II II II II II <br />H H H H H <br />II II II II <br />FT TO 4X6 <br />II l l l ST (2) HTS-2� <br />T TO SLAB <br />TT-4 — <br />T <br />iff <br />Z2)2XI12 HDR UX2) JACK s <br />5TUD5 EA. SIDE _ <br />r <br />LL <br />HUG-414 <br />�FrGE <br />(2) 2X6 LEDGER <br />SECURED W/ 1/4'X6' <br />LAG BOLT W/2' DIA. <br />WASHER ® 24' O.G. <br />FRAMING <br />PLAN <br />GGA 0'1/22/I6 <br />-_ Ju —:N -- <br />III <br />II <br />II <br />II <br />II <br />II <br />LL <br />(2) 2X6 LEDGER <br />SECURED W/ 1/4'X6' <br />LAG BOLT W/2' DIA. <br />WASHER m 24' O.G. <br />S <br />In <br />A R C H I T E C T S <br />6 <br />Design <br />Group... <br />.2. <br />1441 N. RONALD REAGAN SLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA#:0003325 <br />F <br />w <br />h <br />w <br />O <br />(r <br />W <br />F <br />G <br />8TMDry &c X10T: <br />SILVERADO <br />LOT #17 <br />BLK #1 <br />PROJ=T# <br />04128.000-17001 <br />MODETJ <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 8w7NO. <br />LEFT <br />PAFRAMING <br />PLAN <br />150 MPH EXP. B—CCA <br />ARCHITECT <br />STATE OF FLORIDA <br />DARTM 11/09/16 <br />=ALE. 1/4"=1'-0" <br />B*Ec '1' <br />6 <br />