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<br />B <br /> <br />C <br /> <br />C <br /> <br />B <br /> <br /> <br /><l:: <br /> <br /> <br />RAFTERS (TYP) <br /> <br />12 <br /> <br />Is <br /> <br />D <br /> <br />12 <br /> <br />9 <br /> <br />2x4 BRACES (TYP) <br /> <br />3x8@ BRACES <br /> <br />RAFTERS (TYP)~ <br />NAIL JOISTS TO TRUSS <br />W1lH (6) 10d COMMON <br />NAILS. (TYP) <br /> <br />2 x 10 JOISTS <br /> <br />LOFT <br />ALL WORK SHALL COMPLY WITH ALL <br /> <br />n <br /> <br /> <br />T\T."", <br /> <br />, <br />CODE, NATIONAL ELECTRlC CODE AN~1 <br />erry OF ZEPHYRHILLS ORDINANCES <br />W <br /> <br />DESIGN LOADS <br />LIVE LOAD <br />DEAD LOA <br />WN) LO <br />LOFT LIVE LOA <br />LOFT DEAD LOAD <br /> <br /> <br />---------- <br />~ "'-',> <br />''-, <br />10 PSF \ <br />Me MPH (38EC) EXP 'p <br />1=0. 77 ~ <br /> <br />_.,_.~.,-,,---_._~,----,...,..- <br />10 PSF <br /> <br />REvrEW DATE -0 <br />EPHvi~H H 1 C'; -, <br />PLANS EXAMINEHJrr___.., <br />WOOD <br />SO. YELLOW PINE #2 <br />(OR BEllER) <br />CONNECTORS <br />EAGLE TECH IE <br />EA. SIDE OF JOINT. <br /> <br /> <br /> 1RJS8 8CH5DU.J: Fa:. 8OU'T1-ERN VEIJ..OW PIe NO. 2 <br />W (NOM) 6' 8' 10' 12' <br />A 3'-1 1/4 4'-1 1/2 6'-2 1/2 6'-2 1/2 <br />B 1'-0 1'-4 2'-0 2'-0 <br />C 2'-0 2'-8 4'-0 4'-0 <br />D NA NA 3-0 3"-0 <br />RAFTERS 2x4@24" 2x4@24" 2x6@24" 2x6024" <br /> OR 2x4016" <br />PLATES 3x8 3x8 AS SHOWN AS SHOWN <br />11 TLE: BARN ROOF FRAME PROJECT NO: . <br /> DAlE: 4/17/fX> <br /> T\EF Stt:D, NO. RICHARD <br /> ..U ~Jm DRAWN BY: P.l. <br /> 1777 S. HARRISON SlREET SUITE 600 <br /> DENVER, CO 80210 CHECKED BY: .0 <br /> (303) 753-8833 REF. DWG: <br /> <br />