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<br />UPLIFT
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<br />In
<br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION 003.1.3
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-4'
<br />DBL 2 x 8
<br />5'-4' TO T-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 />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 />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 />8'-0'
<br />UNDO
<br />4'-11 I/2'
<br />1 l'-11 1/2,
<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 />(r2 SYP)
<br />l/A6' OSB
<br />NAIL (3)12d ®6'-8' O.C.
<br />TYP 2x12 BM /HDR
<br />FRAMING NOTES: I I
<br />1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.C.
<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 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 a MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
<br />6. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-I0d GUN NAILS OR 3-12d HAND DRIVES m 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 R30212.
<br />S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />TRUSS TO 4X4 .
<br />POST (2) MT5-12
<br />POST TO BLK
<br />HTT-4
<br />TRUSS TO 4X4 .
<br />POST (2) MTS-12
<br />POST TO BLK
<br />HTT-4
<br />y_1
<br />ROOF FRAMING PLAN
<br />CCA 04/08/15
<br />TRUSS TO 4X4
<br />POST (2) MT5-12
<br />POST TO BLK
<br />HTT.4
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK
<br />HTT-4
<br />A R C N I T E C T E
<br />6
<br />Design
<br />Gro so.2.
<br />Al N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.cm
<br />AA #: 0003325 J
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<br />8unD21I. de LOT
<br />SILVERADO
<br />LOT 7
<br />BLK 1
<br />PROJ)mCT#
<br />04128.000-07001
<br />MODEL:
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAGE 81IIIID40:
<br />LEFT
<br />"1�0OF
<br />FRAMING
<br />PLAN
<br />50 MPH EXP. B-ABS
<br />001
<br />ARCHITECT-.
<br />STATE OF FLOPoDA
<br />= 10/21/16
<br />ECALE: 1 /4"=1'- 0"
<br />SHEET
<br />D
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