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CONNECTOR SCHEDULE
<br />SIMPSON
<br />USP
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<br />UPLIFT
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<br />UPLIFT
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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 ,'-0'
<br />DBL 2 x 10
<br />1'-0' TO ID'-0'
<br />DBL 2 x 12
<br />10'-01 AND OVER
<br />TWO STORY APPLICATION DOUN 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 />DEL 2 .12
<br />8'-O' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'_0•
<br />U.N.O.
<br />4'4 1/2'
<br />,' -II I/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 />I
<br />2
<br />AT EACH END OF HEADER
<br />3
<br />2 x 12
<br />e2 5YP)
<br />,/16' OSB
<br />NAIL (3) 12d s 6'-8' O-G.
<br />TYP 2x12 BM /HDR
<br />FRAMING NOTES: 1 1
<br />I. HURRICANE 5TRAP5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O-
<br />2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N-O:
<br />TRU55 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 . 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 />9.REFER TO DETAIL (o SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS-
<br />TRUSS TO 4X4 .
<br />1-05T (2) MTS-12
<br />POST TO ELK
<br />HTT-4
<br />TRU55 TO 4X4 .
<br />POST (2) MTS-12
<br />POST TO BLK
<br />NTT-4
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<br />ROOF FRAMING PLAN
<br />TPU55 TO 4X4
<br />P05T (2) MTS-12
<br />POST TO BLK
<br />HTT-4
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO ELK
<br />HTT-4
<br />A R C N IT E C T S6
<br />Design
<br />GrZ ZOO, 2.
<br />141 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX 407-774-4078
<br />www.a bdesi gngrou p.c0m
<br />AA H: 0003325
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<br />SILVERADO
<br />LOT #17
<br />BLK #1
<br />PROdlICT#
<br />04128.000-17001
<br />I[ODZIs
<br />4EHB
<br />]]2605— HAYDEN]'
<br />tiARARiE STIrINCi:
<br />LEFT
<br />PAGI&
<br />ROOF
<br />FRAMING
<br />PLAN
<br />50 MPH EXP. B-ABS
<br />ARCFETECT
<br />STATE OF FLOR DA
<br />DAW 11/09/16
<br />SCAIM 1/4"=1'-0"
<br />8*12=
<br />7 D
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