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<br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
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<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-4'
<br />DBL 2 x 6
<br />5'-4' TO l'-0'
<br />DBL 2 x 10
<br />I'-O' 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 />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 8'-0'
<br />DBL 2 x 12
<br />V-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (rt.)
<br />UP TO
<br />5'-0' TO
<br />8'_0'
<br />U.N.O.
<br />4'-II 1/2'
<br />l'-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 />1
<br />3
<br />2 x 12
<br />(•2 SYP)
<br />VI6' OSB
<br />NAIL (3) 12d m 6'-8' O.G.
<br />TYP 2x12 BM /HDR
<br />FRAMING NOTES:
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY 5IMP50N STRONG -TIE OR EQUAL, UN.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
<br />TRUSS TO MASONRY/CONCRETE SHALL BE META-ICo
<br />FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-10 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 TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
<br />PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
<br />5. HEADER SPAN CHART 4 MINIMUM WALL d HEADER
<br />STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA.
<br />END. CUT PITCH e 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 />'3.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS a
<br />DETAILS.
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<br />SECURED W/ 1/4'X6'
<br />EGE LAG BOLT W/2' DIA.
<br />WASHER ® 24' O.C.
<br />FRAMING PLAN
<br />CCA 01/22/16
<br />A R C N I T E C T S
<br />Design
<br />Greu
<br />LONG WOOD, FL 32760
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AA A: 0003325
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<br />8178DIV. do IiOT.
<br />SILVEI ADO
<br />LOT #24
<br />BLK #1
<br />PRoj=T#
<br />04128.000-24001
<br />HODIM
<br />4EHB
<br />"2605—HAYDEN"
<br />GAP—%GLL BWMG:
<br />RIGHT
<br />PAO1C:
<br />FRAMING
<br />PLAN
<br />ELEVATION
<br />,]C]]
<br />150 MPH EXP. B-CCA
<br />IF ARCFNTECT-
<br />STATE OF FLOF�A
<br />I mn/,
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<br />P TM D11/2/16
<br />8CALE: 1 /4"=1'— 0"
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