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<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 />DBL 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 DOWN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DEL 2 x 6
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-0' TO W-4'
<br />DEL 2 x 10
<br />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN CftJ
<br />UP TO
<br />5'-0' TO
<br />8'-O'
<br />UN.O.
<br />4'-II 1/2'
<br />-1'-II I!2'
<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 OF HEADER
<br />I
<br />3
<br />2 x 12
<br />C2 SYP)
<br />T/I6' OSB
<br />NAIL (3) 12d a 6'-8' O.C.
<br />TYP 2x12 BM /HDR
<br />FRAMING NOTES:
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
<br />TRUSS TO MASONRY/CONCRETE SHALL BE META-16
<br />FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />• TRUSS TO WOOD FRAMING SHALL BE MT5-12
<br />3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRUSS MANUFACTURER.
<br />4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
<br />PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
<br />5. HEADER SPAN CHART a MINIMUM WALL a HEADER
<br />STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
<br />(o. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-12d HAND DRIVES g EA.
<br />END. CUT PITCH 6 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 />S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS d
<br />DETAILS.
<br />F 1
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<br />II II II II II
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<br />LAG BOLT W/2' DIA. _ — — — —
<br />WASHER a 24' O.C. — — �— — —
<br />JC —
<br />HUC-410
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<br />FTGE
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<br />■ — — G� SECURED W/ 1/4'X6'
<br />LAG BOLT W/2' DIA.
<br />WASHER a 24' O.C.
<br />FRAMING PLAN
<br />CCA 0l/22/16
<br />1:1
<br />A R C H IT E C T S
<br />6
<br />Design
<br />Grou .!
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.8078
<br />FAX: 407-7744078
<br />wwwesigngroup.com
<br />AA' 0003325
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<br />LOT 19
<br />BLK 1
<br />PROJECT#
<br />04128.000-19001
<br />MODEM:
<br />4EHB
<br />°2605—HAYDEN"
<br />GAxsaIC 31FMQ:
<br />RIGHT
<br />pAFRAMING
<br />PLAN
<br />150 MPH EXP. B-CCA
<br />ARCHITECT=
<br />STATE OF FLORA
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