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CONNECTOR
<br />SCHEDULE
<br />SIMP ON
<br />USP
<br />DES.
<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 />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 8
<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 (ftd
<br />UP TO
<br />5'-0' TO
<br />w-0'
<br />UN.O.
<br />4'-11 1/2'
<br />l'-II 1/2'
<br />AND UP
<br />I
<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 />1 2 SYP)
<br />l/16' 055
<br />NAIL (3) 12d ® &'-8' O.C.
<br />TYP 2x12 BX4 /HDR
<br />FRAMING NOTES: I I
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON 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-I6
<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 TRU56 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATION5,
<br />PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
<br />5. HEADER SPAN CHART 4 MINIMUM WALL s 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 />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 />S.REFER TO DETAIL 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS t
<br />DETAILS.
<br />TRUSS TO 4X4
<br />POST WITH (2)
<br />MTS-12. POST
<br />TO BLOCK
<br />NTT-4
<br />TRUSS TO 4X4
<br />POST WITH
<br />(2) MT6-12.
<br />POST TO
<br />BLOCK NTT-4
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<br />--------------------------
<br />ROOF FRAMING PLAN
<br />TRU55 TO 4X4
<br />POST WITH (2)
<br />MT5-12. POST
<br />TO BLOCK
<br />NTT-4
<br />TRUSS TO 4X4
<br />POST WITH
<br />(2) MTS-12.
<br />POST TO
<br />BLOCK NTT-4
<br />A R C N IT EC T E
<br />6
<br />Design
<br />1c.
<br />41 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 />EliTmm ae LOT
<br />SILVERADO
<br />LOT 10
<br />BLK 1
<br />PROJECT#
<br />04128.000-10001
<br />MODEL
<br />4EJB
<br />"2807— ELLE"
<br />GARAGE alwma:
<br />RIGHT
<br />PAGE:
<br />ROOF
<br />FRAMING
<br />PLAN
<br />%150 MPH EXP. B-CCA
<br />ARCHITECT:
<br />STATE Cr- FLORIDA
<br />P � —1*111
<br />D10/21/16
<br />SCALE: 1 /4"=1' - 0"
<br />B*mmw
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