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Mrrr raacwCwn . nrPs�' urrLos <br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R"703.1.3 <br />SINGLE STORY APPLICATION <br />SIZE <br />CLEAR SPAN <br />DBL 2 x 6 <br />UP TO 5'-4' <br />DBL 2 x 6 <br />5'-4' TO 1'-0' <br />DBL 2 x 10 <br />1'-0' TO Io'-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 6 <br />5'-0' TO 6'-4' <br />DBL 2 x 10 <br />6'-4' TO W-0' <br />DBL 2 x 12 <br />6.0' AND OVER <br />MINIMUM WALL AND HEADER <br />STUD REQUIREMENTS <br />MAXIMUM HEADER SPAN (ft.) <br />UP TO <br />5'-0. TO <br />g'_0• <br />UN.O. <br />4'-11 1/2' <br />-1--Ill/2- <br />AND UP <br />NUMBER OF HEADER STUDS <br />SUPPORTING END OF HEADER <br />I <br />2 <br />3 <br />NUMBER OF FULL LENGTH STUDS <br />2 <br />AT EACH END OF HEADER <br />I <br />3 <br />2 x 12 <br />!°2 SYP) <br />l/16' OSB <br />NAIL (3)12d 0 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, UN.O. <br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: <br />TRUSS TO MASONRY/CONCRETE SHALL BE META -I& <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 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 3-126 HAND DRIVES o EA. <br />END. CUT PITCH d 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 />6.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF, <br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12 <br />(B.REFER TO DETAIL 6 SHEET D5 FOR i-STORY INTERIOR LOAD BEARING WALL STRAPS a <br />DETAILS. <br />w FT4I LL <br />I II II II II II <br />H H H H H <br />NNN`�NH <br />II II II 11 II <br />PT <br />15STO46 <br />ST!2)HXST TO-4 —\ SLABI <br />C T <br />!2) 2XI2 NOR UX2) JACK t <br />STUDS EA. SIDE <br />_ <br />— <br />— =31 <br />LL <br />HUG-41E <br />fillTGE <br />FRAMING PLAN <br />CCA 01/22/16 <br />!2 2X6 LEDGER <br />SECURED W/ I/4' E <br />WASHER s 24' O.C. <br />A It C X I T E C T 9 <br />Deign <br />Grousi�.. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-774• 4078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />W <br />Z <br />a <br />cam, <br />0 <br />F <br />O <br />2 <br />Sulwiv. do LOT: <br />SILVERADO <br />LOT 7 <br />BLK 1 <br />1pRoj CT# <br />04128.000-07001 <br />MODEL <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B—CCA <br />paurr <br />DATM 10/21/16 <br />SCALE: 1 /4"=1'— 0" <br />ElBEET <br />6 <br />