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CONNECTOR SCHEDULE
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<br />SINGLE STORY APPLICATION
<br />51ZE
<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'-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'-E'
<br />U.N.O.
<br />W-II In'
<br />T'-11 In'
<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 />I
<br />3
<br />F(2 x 12
<br />'2 SYP)
<br />1/16' OSB
<br />NAIL (3) 12d a 6'-8' O.C.
<br />TYP 2x12 BM /HDR
<br />FRAMING NOTES:
<br />1. HURRICANE 5TRAP5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
<br />TRU55 TO MASONRY/CONCRETE SHALL BE META-16
<br />FLOOR 11&L5ST@JMtZMMWW0'Y'/ 0.U.LESE 46T A.416A0IFIffisKLHN
<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 TRU55ES.
<br />B. 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 />'1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
<br />&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 SWEET Db FOR U-STOR r INITERIOR LOAD s UUiALL- STRAPS 4
<br />DETAILS.
<br />FIRE
<br />gg L — — — — — — — -
<br />FB L/OOR
<br />SU2X4 NAILER
<br />F'RE-ENG. FOR DRAFT
<br />FLR TRUSS STOP
<br />ELEV. VIEW
<br />PRE-ENG, FLR TRUSS-�
<br />3/4' PLYUJOOD I
<br />DRAFT STOP
<br />PRE-ENG. FLR TRUSS
<br />2X4 NAILER FOR
<br />DRAFT STOP
<br />3/4' PLYWOOD
<br />DRAFT STOP
<br />PLAN VIEW
<br />DRAFT STOP
<br />DETAILS
<br />11 1 1 M I I IMF—
<br />II II II II II II �I II II II II II
<br />II II II II II II I I FTE
<br />11 FT02 11 1 LLIl II II II II II I I II
<br />II II II II II Il r �POST
<br />IIIIf IIII I w
<br />LVL BEAMO 4x6
<br />T2 POST (2) HTS-20 TO SLAB f I I I 1ILVL 11
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<br />II
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<br />!�'t �Jl
<br />-L] ....
<br />DRAFT TOP
<br />LL II I
<br />II II II II II
<br />110 II I
<br />II II II II
<br />FTGR2
<br />FTE
<br />—
<br />LL
<br />TRUSS TO 4X6
<br />(2)META-I6
<br />— — — '—P03T TO StA$
<br />NTT-4
<br />"CW3
<br />ATTIC
<br />�ftGElI
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<br />II
<br />II II G II II II
<br />D3
<br />FRAMING PLAN
<br />CCA 08/23/16
<br />A R C N I T E C T 3
<br />6
<br />Gm i rn
<br />1441 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-774d078
<br />wwwA esigngroup.com
<br />AA 4: 0003326
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<br />BVSDIV. fs LOT:
<br />SILVERADO
<br />LOT 23
<br />BLK 6
<br />PROJRCT*
<br />04128.000-02361
<br />moDsu
<br />4EJB
<br />"2807-ELLE"
<br />GARAGE! 81WiNO:
<br />LEFT
<br />PAFRAMING
<br />PLAN
<br />ELEVATION
<br />t, D,t
<br />1.0 MPH EXP. B
<br />
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