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C R I T E C T S
<br />CONNECTOR
<br />SCHEDULE
<br />USP
<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 .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 (Ft.)
<br />UP TO
<br />5'-0' TO
<br />a'-
<br />U.N.O.
<br />4'-11 1/2'
<br />1-4 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 />(.2 SYP)
<br />l/I6' 05B
<br />NAIL .(3) 12d o 6'-8' O.C.
<br />TYP. 2x12 BM./HDR.
<br />FRAMING NOTES:
<br />1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.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 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 6 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 />O.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 I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
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<br />■ _ __ _ _ _
<br />SECURED W/ 1/4'X6'
<br />LAG BOLT W/2' DIA.
<br />EGI
<br />WASHER ® 24' O.C.
<br />FRAMING
<br />PLAN
<br />CCA 0-1/22/16
<br />e'
<br />Design
<br />Grouly.. .
<br />1441 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX 407-774-4078
<br />www.abdestgngroap"m
<br />AA #: 0003325
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<br />SILVERADO
<br />OT 3
<br />BLK 2
<br />Plmo"=T#
<br />04128.000-03002
<br />MODEL:
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAGE S'WMG:
<br />LEFT
<br />PAGE:
<br />FRAMING
<br />PLAN
<br />150 MPH EXP. B-CCA
<br />ARCHRECT-
<br />STATE OF FLORIDA
<br />& AS r ,-
<br />P � D10/21/16
<br />SCALE: 1 /4"=1' - 0"
<br />SHEET
<br />6
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