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CONNECTOR SCHEDULE <br />SIMPSON <br />USP <br />DES. <br />UPLIFT <br />GRAVITY <br />DES. <br />UPLIFT <br />GRAVITY <br />FASTENER <br />Z <br />o <br />22 <br />(A <br />oN tl'RfeoAtW YM iO WOOD row <br />�ro�eeoearu�.4•nre. <br />xo ro..0 rue•+ <br />aY anon,~ eeox. ma n• Yeew. n"eoe u.w• ro unoo <br />a <br />� <br />� <br />rm,eee <br />� <br />ner�e4 <br />wee <br />N <br />M,I.b <br />iM4 <br />"re4 rN etl ro 4rox <br />i0 K..t t„b a �Vt ro rMi. . i vY ro Beet <„M+ i n' i0 sMi. <br />To c <br />TO x1W.TIM— <br />u ror,rtlre ro eam irr. a.a'"e aee•eni <br />N <br />K <br />u mxc. reYen room <br />2 <br />pR-1 <br />u cowc. rogue Z. <br />V <br />Z <br />nm(u fcre, rNaowex�ia. r�ue:erm, <br />Q <br />zan roan rw,w xi vr, <br />ue `ph. <br />iI �w aaa4 row reuem enco YoaN <br />u vr, n, w•a�o ea•»roum row ru r,s•en», <br />N <br />QT°a..,e,Y�,°�.�..r.,w..e.�.o�.rn,�r°. <br />2 <br />vwi: men n x�e', ro a+1,iN w ro acco. rvr. rw w.. r w 4asu, rYx Yu,o um <br />ti <br />euv weeeY.wr Yrto ne ro.a"eeooee.n er e., neaen aemre,. I— T. uu <br />i'� <br />.nrneerear me,uwru, eru v,Y4eN <br />Z <br />ne eeoe v,ue„ or.uaeY,u. �ac"roe, Yra mearaa nui n", Yerecr oaeeooue, ne mxeu.c,o. roar a eeeenaexe raw swan uea nu, ne nm.ew cnY0.xior nmrzcenx <br />, v rsixocw., ues eYNoe.eonvximo r•eu m,n.,w <br />__ rw¢rxn cwew4.vo wnwaru.r.•sn»n Ynntlr rae caxawre,nxoreer nrrw <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 T'-0' <br />DBL 2 x 10 <br />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 V-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 />g_0• <br />U.N.O. <br />4'-II 1/2' <br />1'-II 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 />(e2 SYP) <br />l/16' OSB <br />NAIL (3) 12d ® 6'-8' O.C. <br />TYP 2x12 BM /HDR <br />FRAMING NOTES: <br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. <br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: <br />TRUSS TO MASONRY/CONCRETE SHALL BE META-16 <br />FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-Iro 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 TRU55 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 />io. MIN. 2X4 NIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES 'a 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 />S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SR <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. <br />I <br />4--w-jC- lo <br />D <br />II II II II II <br />I" " " III II II II II II <br />H H H H H <br />�N�NNN <br />TIIG � IIIP 12GH <br />— I;I II II <br />TRUSS TO 4X L T <br />III POST (2) HT <br />POST TO SLA <br />HTT- _ <br />— . <br />CE— <br />(v � <br />(2) 2X12 HDR W(2) JACK 4 <br />- — -- — „— - - (2) FULL STUDS EA. SIDE <br />0 X <br />�W <br />T— is <br />e <br />ito <br />— <br />(2) 2X6 LEDGER — — — — <br />SECURED W//4'X6' <br />= LAG BOLT W2' DIA. <br />I WASHER ®24' O.C. <br />I I II <br />■ II __ ____ II — __ M_ I _ II— _ HUC-410 —�- —�—— <br />Lu <br />---F—TG—E <br />(2) 2X6 LEDGER <br />SECURED W/ 1/4'X6' <br />G BOLT W/2' DIA. WASHER — -- <br />_ - <br />® 24' O.C. <br />FRAMING PLAN <br />CCA 01/22/16 <br />T <br />(t <br />W <br />A R C H IT E C T S <br />6 <br />GDes' .n <br />rob -n�. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL M750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.a esigngroup.com <br />AA bd#: 0003325 <br />m <br />Z <br />'o <br />O <br />4 <br />O <br />F <br />O <br />2 <br />w <br />ui <br />J <br />SUBDIV. de LOT <br />SILVERADO <br />LOT 1 <br />BLK 1 <br />PROJECT# <br />04128.000-01001 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SMINO: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B—CCA <br />ARCWMCT <br />STATE OF FLORIDA <br />E 2 1 <br />1 <br />RAW 09/20/16 <br />SCALE: 1 /4"=1' - 0" <br />SHEET <br />6 <br />