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CONNECTOR SCHEDULE
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<br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
<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,'-0'
<br />DBL 2 x 10
<br />,'-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
<br />DBL 2 x 8
<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 RE UIREMENTS
<br />MAXIMUM HEADER SPAN (it.)
<br />UP TO
<br />5'-0. TO
<br />8'-O'
<br />UND.
<br />4'-II 1/2'
<br />,' -Il 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 .12
<br />1 2 SYP)
<br />l/16' OSB
<br />NAIL (3) 12d 6 6'-8' O.C.
<br />TYP 2x12 BM /HDR
<br />FRAMING NOTES: 1 1
<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 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 4 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 3-12d HAND DRIVES a 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 />&.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 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO ELK.
<br />HTT-4
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK
<br />HTT-4
<br />ROOF FRAMING PLAN
<br />CCA 04/06/15
<br />A R C H I T E C T S
<br />Design
<br />GrouP"1...
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA 7h. 0003325
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<br />Btn DXV. Ale LOT:
<br />SILVERADO
<br />LOT 19
<br />BLK 1
<br />PROJECT*
<br />04128.000-19001
<br />1[ODEL:
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAGE 911WV40:
<br />RIGHT
<br />PAGE:
<br />ROOF
<br />FRAMING
<br />PLAN
<br />50 MPH EV. B-ABS
<br />ARCHITECT:
<br />STATE OF FLORA
<br />pvmpm
<br />DATM 11/03/16
<br />OCALE: 1 /4"=1'- 0"
<br />si•>�ET
<br />7D
<br />
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