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PSI APPROVAL 2017-11-14 <br /> COMM�xr, <br /> ATTACH ROOF FRAMING TO <br /> TOP PLATE OF WALL FRAMING <br /> .Fx ,y WITH BUILDEX 10-IBX1 TENS <br /> PANHEAD SCREWS WITH/3 DRILL <br /> POINT AT 6'O.C. <br /> aac wcq <br /> 3.6'-20GA METAL COLLAR TIE,4'-0' 2.5'x.5'CORRUGATED ROOF PANELS <br /> LONG ATTACHED WITH(2)PTO SELF FASTENED WITH.26'-14x.76'HWH SEE ROOF FRAMING <br /> DRILLING CRABBER SCR S EACH SIDE 7RA)OC/1 AT 6'O.C. SCHEDULE FOR RAFTER AND <br /> BRACING SPACING <br /> I <br /> 3S-20GA METAL STUDS <br /> SPACED AT 24'O.0 MAX. j <br /> SEE ROOF FRAMING ruvsnHs e m <br /> SCHEDULE FOR RAFTER AND oTswivro n wT <br /> BRACING'SPACING <br /> OVERHANG OPTION DETAIL <br /> 3.5'-20GA METAL STUDS. <br /> p SPACED AT 24'O.0 MAX. <br /> x Ma <br /> 3.5'BRACE AT 3'-0' 1/12/17 <br /> 3 ABOVE FINISHED FLOOR. <br /> ATTACH TO EACH STUD W/(2)#10 N/A <br /> 'i SELF DRIWNG CRABBER SCREWS. <br /> (1)INTO EACH FLANGE <br /> SHEATHING FASTENED W/ <br /> /8x1.5'CRABBER SCREW(OR ATTACH ROOF FRAMING TO <br /> EQUAL)AT 6'O.C. TCP PLATE OF WALL FRAMING <br /> WITH BUILDER ID-16X1 TENS imu wow vmTam <br /> � P A EWS WITH d3 DRILL XPoOINT AT 6'D.C. 0 <br /> M <br /> F VM0i5,6'-0'TO 13'-6' -I <br /> I �s <br /> SEE ROOF FRAMING I tl %%till till, <br /> FRAME SECTION SCHEDULE PACING SACITERNC i g ```��aEw ?.sq�o�� <br /> L10EN50 <br /> W Q <br /> t W SF <br /> H <br /> 3.5-20GA METAL STUDS <br /> SPACED AT 24'O.0 MAX. `P S <br /> STATE OF <br /> PL 0R10 <br /> w <br /> lit/l/11 111���, <br /> OVERHANG OPTION DETAIL o Lb ue�T, PL <br /> O Fb xoA <br /> m s FBPR-2 OF 7 <br />