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<br />SCHEDULE LE
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<br />USP
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<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
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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 8
<br />5'-4' TO 1'-0'
<br />DBL 2 x 10
<br />l'-0' TO 10'-0'
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOW,4 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 8'-0'
<br />DBL 2 x 12
<br />V-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />UN.O.
<br />4'-11 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 />F2 x 12
<br />(m2 SYP)
<br />1/16' OSB
<br />NAIL (3) 12d m 6'-V O.G.
<br />TYP 2x12 BM /14DR
<br />FRAMING NOTES: I I
<br />1- 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 PETA-16 AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />• TRUSS TO WOOD FRAMING SHALL BE MT6-12
<br />3. TRUSS TO TRUSS CONNECTIONS AND HIANGERS 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 6 EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />'l. 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 05 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS a
<br />DETAILS.
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK,
<br />HTT-4
<br />TRUSS TO 4X4
<br />POST (2) MTS-12 CJ5
<br />POST TO BLK.
<br />HTT-4
<br />ROOF FRAMING PLAN
<br />CCA 04/06/6
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK.
<br />HTT-4
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK.
<br />NTT-4
<br />A R C R I T E C T S
<br />6
<br />Grow i
<br />141 N. RONALD REAGAN BLVD.'',
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdeslgngrouP.c
<br />AA W: 0003325 J
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<br />SILVERADO
<br />LOT 14
<br />BLK 1
<br />PROJECT*
<br />04128.000-14001
<br />MODEIs
<br />4EHB
<br />"2605— HAYDEN"
<br />GARAGE SIMTG:
<br />RIGHT
<br />PAGE:
<br />ROOF
<br />FRAMING
<br />PLAN
<br />150 MPH EXP. B-ABS
<br />ARCHITECT'
<br />STATE OF FLORIDA
<br />DPATZ- 11/03/16
<br />SCALE: 1 /4"=1' — O"
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