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SLOPE <br />ROOF FRAMIh <br />NOTE #1C <br />2X4 WD. OUTRIGGERS <br />AT 16" O.C. TYP. <br />PCL-4 <br />I <br />� <br />I <br />I <br />i <br />�• <br />I <br />H <br />H <br />H <br />F <br />H <br />2 <br />PCL-3 <br />w <br />IL <br />0 <br />FRAMING NOTES I <br />11 <br />STUDJ 0 24" <br />w <br />a <br />0 <br />N <br />1 A. <br />ROOF FRAMING IN THIS REGION SHALL BE 5/8" FIRE-TREATED <br />4. <br />RAIN LEADER SHOWN THUS ® R.L. ON PLAN. SEE PLUMBING DRAWINGS <br />FOR SIZE AND LOCATIONS. <br />/ C MAX. <br />5. <br />FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. <br />TYPICAL U.N.O. <br />I I I G - <br />6. <br />DENOTES FLAT ROOF. <br />PLYWOOD OVER PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O/C MAX. <br />WOOD TRUSSES ARE TO BE DESIGNED BY FLORIDA REGISTERED <br />7. <br />COLUMN DESIGNATIONS SHOWN THUS O ON PLAN. FOR COLUMN <br />PROFESSIONAL ENGINEER AND SIGNED AND SEALED DRAWINGS AND <br />SCHEDULE, SEE DRAWING S3.05. <br />CALCULATIONS ARE TO BE SUBMITTED TO E.O.R. FOR REVIEW. <br />1C. <br />ROOF FRAMING IN THIS REGION IS TO BE 5/8" PLYWOOD ON 2x6 <br />8. <br />O DENOTES COLUMN STOP AT THIS LEVEL. <br />TONGUE AND GROOVE DECKING SPANNING OVER 400 SAW LUMBER <br />9. <br />FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S3.05. <br />2 <br />" <br />1D. <br />ROOF FRAMING IN THIS REGION SHALL BE 5/8" FIRE -TREATED <br />PLYWOOD SPANNING OVER 8"-20 GAUGE METAL STUD RAFTERS AT 24" <br />li <br />I <br />l <br />OJC MAX. TYP. U.N.O. <br />3. <br />FOR TYPICAL DETAILS SEE DRAWINGS S3.01 THRU S3.05 AND FOR <br />I! <br />II <br />I <br />li <br />GENERAL NOTES SEE DRAWING S1.01. <br />I! <br />Ij <br />I <br />II <br />I' <br />I <br />PCL-4 CONT. <br />I! <br />SEE 4-033 ON S3.02 <br />■■I■I■I■I �■I!�'■I■III■III'■I�'�■ <br />1 1 1 1 1 i 1 1� 1 1 1 1 1 111 i 1 1 <br />�ti <br />�iWA <br />i� <br />a <br />Lm�L II � II II III nr I IIII 11!'Il4a O.C. <br />` II <br />III III III of III III of III It III of III III of III of III of III of III III of III of <br />-5 At 24" <br />I' J <br />I -IWI <br />I <br />� <br />■ <br />z <br />rN a <br />n <br />c <br />IL------ —I------ <br />I f <br />I <br />I I <br />r <br />I <br />9-1 <br />2X4 OUTRIGGERS I <br />AT 24" O.C. <br />M N I! <br />m Z <br />I' II F Z _ _ <br />a Cq <br />li IUj Tw Q I <br />I! p CO <br />Ul <br />j 2X4 PURLINS T 16" O.C. <br />h <br />E. <br />I TB-1 TB-1 TB-1 <br />I <br />TB-1 P.T. 6X1O T3 SAW LUMBER BEAMS <br />AT ALL COLS. AS SHOWN <br />N <br />J <br />U <br />a <br />X I --- T — I <br />PCL-2 PCL-2 PCL-1 <br />roof framing plan <br />W <br />scale: 1 /4"=1 I-0° <br />T5 2 <br />ARMANDO A. CASTELLON, P.E. <br />2X4 PURLINS 4.07 4.0 4.0 FL. LIC. No. 43453 <br />AT 16" O.C. <br />Signature ate <br />v <br />R <br />o <br />Q) <br />c <br />0 <br />L. <br />O� <br />c <br />c <br />U� <br />Q <br />O <br />U <br />- <br />U <br />s <br />L <br />O <br />0I, 11q, No <br />LO Leo <br />00 <br />ON 0% <br />ao <br />co:,)) O <br />c 0 <br />O `+- <br />s <br />Q <br />O <br />N 00 <br />CN <br />c M <br />0 <br />N O <br />0 <br />c <br />L o <br />L O <br />U <br />Z <br />0 <br />— <br />o <br />Z <br />o <br />W <br />a <br />ErJ <br />M <br />LLI�W <br />_Z <br />m O <br />fnnN z <br />O <br />a <br />W <br />IL ¢m <br />0Fr c <br />U o 2 <br />0 <br />fi <br />v~iLL�' <br />w Q ^p E <br />1 <br />OD <br />m <br />N¢ r U <br />m <br />v> H ao W <br />(D copyright <br />CN <br />It <br />LO <br />_0 cM <br />� M <br />> <br />C7 <br />O <br />O s <br />�O N <br />revisions: <br />Q2 <br />9/18/2008 <br />steel roof/wood roof <br />drawn: sc/d m <br />checked: rd <br />date: 1-15-08 <br />prof. no: P07-15B <br />S2*02 <br />I FF_ 11 11 __ - _. - - - - -- - i i. i 1 I i, �iiii. i iQiit: i.� it -I iGi i. il�. �. � T-I-i.-- _� il7 I ! TII I <br />