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CONNECTOR SCHEDULE
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<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 />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 (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-O'
<br />UN-O.
<br />4'-II I/2'
<br />1 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 />2 x 12
<br />In SYP)
<br />'III l/I6' OSB
<br />NAIL (3)12d o 6'-8' O.G.
<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, LINO:
<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 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 3-12d HAND DRIVES 6 EA.
<br />END. CUT PITCH < 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 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS d
<br />DETAILS.
<br />III
<br />II
<br />III
<br />III
<br />II
<br />----- -- - ----
<br />H
<br />e2) 2X6 LEDGER -
<br />SECURED W/ 1/4'X6'
<br />LAG BOLT W/2' DIA..
<br />WASHER a 24' O.C.
<br />II II II II II
<br />i M N M M M
<br />N =
<br />FT1Ks
<br />I TRUSS X TO 4L FT9'
<br />POST (2) FIT'_ l l l l l l
<br />IPOST TO SLA
<br />HTT-
<br />'GI
<br />(2) 2XI2 HDR Wl2) JACK t
<br />r - - (2) FULL STUDS EA. SIDE
<br />X
<br />m o N
<br />e
<br />p— —
<br />T
<br />I II WUC-410 — —r — —
<br />FTGE
<br />__ _ __ __ _ _ ■ (2) 2X6 LEDGER
<br />SECURED W/ 1/4'X6'
<br />LAG BOLT W/2' DIA.
<br />WASHER m 24. O.C.
<br />FRAMING PLAN
<br />CCa 0-1/22/16
<br />Or A N C N I T E C T!
<br />Grou
<br />Desi n
<br />LONGWOOD, FL 32750
<br />PH: 407-774-8078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA N: 0003325
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<br />SILVERADO
<br />LOT 14
<br />BLK 1
<br />PAOJECT#
<br />04128.000-14001
<br />HODELc
<br />4EHB
<br />"2605— HAYDEN"
<br />GARAGE AWING:
<br />RIGHT
<br />PAGE:
<br />FRAMING
<br />PLAN
<br />150 MPH EXP. B-CCA
<br />ARCHITECT:
<br />STATE OF FLORIDA
<br />DP � 11/03/16
<br />SCALE: 1 /4"=1' - 0"
<br />SHEET
<br />6
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