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rl TYPICAL DOILNSPOUT <br />S GALVANIZED METAL FLUE (TYPICAL) - <br />II CONTINUOUS METAL GUTTER (TYPICAL) <br />I I TYPICAL ROOF JACK —� <br />NOTES - ROOF PLANS <br />I. PROVIDE DRAFT STOP m EACH PARTY WALL <br />PER UBC SECTION 1083. <br />2, AT OVERFRAP"ED AREAS, PROVIDE OPENING <br />IN ROOF SHEATHING EQUAL TO OR GREATER <br />THAN OPENINGS PROVIDED 6 SOFFITS/ <br />GABLE VENTS. <br />3. SEE STRUCTURAL DRAWINGS FOR FRAMING <br />a TRUSS PROFILES. <br />AREA <br />ATTIC <br />AREA <br />(50FT.) <br />REQ'D <br />VENT <br />(SQ.INJ <br />VENTING PROVIDED (9Q.NJ <br />TOTAL <br />SIDE <br />EAVES, <br />JACK• <br />TOT <br />L <br />GABLE <br />JACK <br />I HIGH <br />UNIT Al <br />'I61 <br />365 <br />52 <br />141 <br />155 <br />— <br />156 <br />196 <br />395 9Q.IN. <br />UNIT A3 <br />'155 <br />364 <br />69 <br />141 <br />216 <br />128 <br />49 <br />III <br />393 <br />UNIT BI <br />W5 <br />434 <br />66 <br />141 <br />213 <br />128 <br />98 <br />226 <br />143B <br />UNIT CI <br />113T <br />546 <br />89 <br />196 <br />285 <br />— <br />294 <br />294 <br />519 <br />UNIT DI <br />1326 <br />63l <br />105 <br />196 <br />301 <br />128 <br />245 <br />3�3 <br />6l4 <br />BREEZEWAY <br />446 <br />214 <br />42 <br />98 <br />140 <br />— <br />98 <br />98 <br />23B <br />•265 SOX PER LF. ••49 5Q.I9 EACH <br />DS, pS, 1110:12 <br />I � � <br />II i I <br />u <br />❑ IuI ❑ I ° ° II ° <br />(------- <br />—-- <br />II I L���I �f----��----�t-----�I <br />-T ❑ II ❑ �I ❑ ❑ II ❑ II <br />U II 2 ) �I <br />I <br />L, <br />— rS <br />IF- <br />r q jI <br />11 10:12 10:12 I <br />❑ II Q ❑ ❑ II ❑ <br />ROOF Scv LJ—'_ �i <br />r. _ <br />O.H. D-I <br />L <br />I <br />c JJ D.S. <br />RO� F D.S. 2' ROOF <br />O.H. L CRICKET AS H. <br />NECESSARY <br />TYP. <br />12 <br />mmi <br />11 I0:12 10_I2 <br />I' 10:12 10:12 <br />❑ II ❑ <br />L _ — <br />D.S. <br />5U I LD f G trPrm 11D I I <br />T1'Pf GAL Qnnl: ;mLAKJ <br />\ D <br />15U I LD I G tYfmg 11D 11 <br />O.H. <br />SCALE: 1/8" = I' -0" <br />04 z <br />5� ui <br />Hz <br />W <br />Q <br />°� 1 H <br />UUJ <br />WW <br />W <br />E--I 0 <br />J <br />d <br />c <br />Go <br />fA co <br />� <br />a <br />N <br />01 <br />m cn <br />U � <br />c <br />y X <br />V LL! h <br />n, <br />QZN <br />ma0 <br />2aao <br />.- <br />z 3 O <br />m <br />Daaiv <br />L <br />GI ,0+ p <br />:3 cn <br />N <br />S7z7nREGISTERED <br />ARCHITECT <br />TMCT <br />DAVID B 41=� MAUL <br />STATE OF VASHINGTGN <br />Project ": <br />Drawn by: <br />Date: <br />RnvlSed: <br />MRS108 <br />AJH/MDS <br />03-13-98 <br />1, (O, ,, 4 ,z A3mO7 <br />SCALE: 1 /8" =1' -0" <br />Sheet No. <br />10101 7'" Ave SE <br />16 1 24 <br />