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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 />DBL 2 x 6
<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 />DBL 2 x 6
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO V-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (it.)
<br />UP TO
<br />5'-0' TO
<br />8'-0'
<br />UN.O.
<br />4'-11 1/2'
<br />l'-II IR'
<br />AND UP
<br />NUMBER OF HEADER STUD5
<br />5UPPORTING END OF HEADER
<br />I
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />3
<br />2 x 12
<br />let SYP)
<br />l/I6' 0515
<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, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
<br />TRU56 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 d MINIMUM WALL d HEADER
<br />STUD REQ. ARE STANDARD UN,O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12c1 HAND DRIVES 6 EA.
<br />END. CUT PITCH t 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 (o SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS d
<br />DETAILS.
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<br />WASHER a 24' O.C.
<br />FRAMING
<br />PLAN
<br />CCA 01/22/I6
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<br />A R C N I T E C T S
<br />Design
<br />Grou �a
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX 407-774 4078
<br />www.abdesigngroup.com
<br />AA #: 0003325
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<br />SILVERADO
<br />LOT #11
<br />BLK #1
<br />P1tOJE "
<br />04128.000-11001
<br />MODEM,
<br />4EHB
<br />"2605—HAYDEN"
<br />GARAGE EI�IIJG:
<br />LEFT
<br />PAGE:
<br />FRAMING
<br />PLAN
<br />150 MPH EXP, B-CCA
<br />ARCHffECT:
<br />STATE OF FLORIDA
<br />P � D11/09/16
<br />SCALE: 1 /4"=1'— O"
<br />EtliEL'1'
<br />6
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