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<br />SCHEDULE
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<br />DES.
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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 />DEL 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 />DEL 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 />FRAMING NOTES:
<br />FIRE 1
<br />I DRAF�ST�F� I
<br />3/4' SUB
<br />FLOOR 2X4 NAILER
<br />PRE-ENG. FOR DRAFT
<br />FLR TRUSS STOP
<br />I
<br />ELEV. VIEW II
<br />1
<br />PRE -ENG. FLR TRUSS '
<br />\IIIRTT
<br />3/4' PLYWOOD
<br />DRAFT STOP �I
<br />1
<br />1
<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 />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0.
<br />UN.O.
<br />4'-II 12'
<br />-I'-II 1/2,
<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 />(r2 SYP)
<br />l/16' OSB
<br />NAIL (3) 12d a 6'-8' O.C.
<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-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 MT5-12
<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 6 EA.
<br />END, CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARINGS.
<br />8.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-STORY INTERIOR LOAD BEARINGS WALL STRAPS 4
<br />DETAILS.
<br />FRAMING PLAN
<br />CCA 0822/16
<br />META-16
<br />A R C N IT E C T S
<br />Design
<br />Grou ln�
<br />141 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.a bdesigngroup.com
<br />AA If: 0003325 A
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<br />sUBDIV ae LOT
<br />SILVERADO
<br />LOT 10
<br />BLK 1
<br />PROJECT#
<br />04128.000-10001
<br />MODEL:
<br />4EJB
<br />fr2807—ELLEff
<br />GARAGE 9l'W QG:
<br />RIGHT
<br />PAGE:
<br />FRAMING
<br />PLAN
<br />150 MPH EXP. B-CCA
<br />ARCHITECT:
<br />STATE OF FLORA
<br />rip
<br />F"IPRDgT -I
<br />DATIM 10/21/16
<br />SCALE: 1 /4"=1' - 0
<br />si1311ET
<br />6
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