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CONNECTOR
<br />SCHEDULE
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
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<br />17 TO
<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 l'-C'
<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 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 />&'-4' TO V-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 />8l-0.
<br />U.N.O.
<br />4'-II I/2'
<br />1
<br />l'-11 1/2'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<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 />1 2 SYP)
<br />l/I6' OSB
<br />NAIL (3)12d ® e>'-8' O.G.
<br />FRAMING NOTES: I TYP. 2x12 BM./HDR.
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY 5IMP6ON STRONG: -TIE OR EQUAL, U.N.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 MT6-12
<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 51ZE 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 9 EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />Z. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING.
<br />0-PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />'B.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK.
<br />NTT-4
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK.
<br />HTT-4
<br />1�1
<br />ROOF FRAMING PLAN
<br />CCA 04/00/15
<br />. TRUSS TO 4X4
<br />POST (2) MT5-12
<br />POST TO ELK_
<br />HTT-4
<br />. TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK
<br />NTT-4
<br />A R C N I T E C T E
<br />Design
<br />Grou{rn�.
<br />141 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774.4078
<br />www.abdesigngroup.com
<br />AA #: G003325 J
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<br />Sum & LOT
<br />SILVERADO
<br />LOT 1
<br />BLK 1
<br />PROJECT#
<br />04128.000-01001
<br />MODEL:
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAGE SWING:
<br />RIGHT
<br />PAGE:
<br />ROOF
<br />FRAMING
<br />PLAN
<br />150 MPH EF. B-ABS
<br />r ARCHrrECT:
<br />AN
<br />Dnurr -1
<br />A 09/20/16
<br />SCALE: 1 /4"= l' — 0"
<br />SHEET
<br />7D
<br />
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