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2' -Ott <br />Za 18'-0" <br />Ott <br />16'-7" <br />i <br />2 SECTION @ PORCH <br />1/8" = 1'-0" <br />4 SECTION PORCH <br />1/811=11-01v <br />oi_ou <br />FFE <br />0'-0" <br />FFE <br />14'-0" <br />V-6" <br />6-9 1/4" <br />4 <br />A5.2 <br />13'-0" ' <br />10'-0" t <br />BRNG. HT. <br />SKYLIGHT - WHERE <br />OCCURS <br />6-9 1/4" <br />TRUSS EDGE <br />12 <br />1/4 1-- <br />m <br />. : f <br />TRUSS @ LIBRARY <br />1/211=11-011 <br />2 <br />A5.2 <br />18'-0" u <br />� F l <br />/ <br />/ <br />I <br />i 4 <br />A5.2 <br />12 <br />--- — -- 12 <br />SKYLIGHT - WHERE <br />OCCURS <br />OVER FRAMING @ — <br />TRUSSES FOR CRICKET <br />12 <br />—12 <br />O 00 <br />X 8'-0" SEE 1/A3.1 FOR TRUSS SHAPE_ / <br />WOOD TRUSSES W/ BLOWN-INBRNG. HT. DIMENSIONS <br />INSULATION (MIN. R -VALUE 48) i <br />TRUSS TO SLOPE FOR DRAINAGE i WOOD TRUSSES W/ BLOWN -I <br />! INSULATION (MIN. R -VALUE 6 <br />j <br />3 <br />A5.1 3 (' <br />� I I <br />CONC. SLAB ON GRADE ; <br />C, <br />a� 1 <br />L. <br />0'Jf <br />-0" <br />FFE3 f:. <br /><:\\\ <br />\ \� <br />/ <br />/ y <br />is <br />;f <br />/ <br />/ <br />/ <br />: <br />3 ! I <br />- <br />, <br />DRAINAGE OCK FOUNDATION <br />WRAPP DDRAIN <br />IN COMPACTED GRAVEL <br />NORTH -SOUTH SECTION <br />FABRIC, TYP. ENGINEERED FILL 3 F1/411 — 1'-0" <br />LANDSCAPE SOIL UNDISTURBED SOIL <br />5 <br />A5.2 <br />r <br />2a i <br />PROVIDE VENTING AT <br />A5.1 <br />r <br />HIGH & LOW END OF <br />• <br />ROOF <br />12 <br />2 F- <br />2'-0" — <br />J 1 14'-0" <br />12'-3 1 <br />12'-0" <br />14'-0" <br />10'-0" <br />ROWELL <br />w <br />ROKAW <br />1 East Broadway' <br />Sutie 300 <br />Eugene, Oregon 97401 <br />541-485-1003 <br />rowellbrokaw.cam <br />Architecture. Design. Strategy. <br />STAMP <br />'A <br />S. RO ELL ;A <br />EUGENE, OREGON <br />OF 0 <br />REVISIONS TO THIS SHEET <br />REV. DATE <br />Q2017-05-24 PERMIT COMMENTS <br />01-0 tt <br />SET ISSUE DATE <br />FFE <br />i <br />/ <br />\- <br />SITE PLAN REVIEW 2016 -03-08 <br />8 <br />/ <br />SITE PLAN REVIEW -REV 1 2016-03-21 <br />.. _..... _.... ...._. ..._.... ._...... ........ ......... ....._... ......_.. .. , : 1 : . I .: <br />7 PLAN EW REV 16 <br />: <br />SITE REVIEW 2 20 04-25 <br />PRICING SET 2016-12-14 <br />4" PERF. FOUNDATION DRAIN W/ 8" PERMIT SET 2017-04-17 <br />DRAINAGE ROCK WRAPPED IN FILTER <br />FABRIC, TYP. <br />12 ♦�.�I <br />1� <br />�. <br />8 -0 <br />BRNG. HT. WOOD TRUSSES W/ BLOWN -IN CENTER SKYLIGHT ON <br />INSULATION (MIN. R -VALUE 62) TRUSS BAYS - FLARE <br />SID S <br />PROJECT TRACKING <br />RBA #: 1020 <br />3D52 A5.2 P.I.C: JOHN ROWELL <br />PM / PA: L. NELSON <br />— MECH. EQUIP. ABOVE <br />13t-0ItI1 <br />CEILING - - <br />Owner <br />FRIENDS OF JEFFERSON <br />PUBLIC LIBRARY <br />I I ✓ WOOD FRAMING W/ BLOWN -IN <br />WOOD FRAMING W/ BLOWN -IN %" EXPOSED DUCTS INSULATION (MIN. R -VALUE 48) <br />INSULATION (MIN. R -VALUE 48) SEE ROOF PLAN FOR SLOPE <br />1 <br />1 <br />A6.2 <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />Ry <br />i <br />/ <br />/ <br />i <br />/ / <br />CONC. SLAB ON GRADE <br />/ <br />/ <br />/ <br />/ <br />/ <br />f <br />/ <br />/ <br />4" PERF. FOUNDATION DRAIN W/ 8" <br />DRAINAGE ROCK WRAPPED IN FILTER <br />FABRIC, TYP. <br />LANDSCAPE SOIL <br />BEYOND <br />i r <br />CEILING BEYOND / <br />_ <br />/ <br />i <br />i <br />/ <br />/ <br />/ <br />/ <br />i <br />i <br />i <br />/ <br />i/ <br />i! <br />COMPACTED GRAVEL <br />ENGINEERED FILL <br />UNDISTURBED SOIL <br />5 EAST -WEST SECTION <br />1/411 = 1'-0" <br />0' 2' 4' 8' <br />4" PERF. FOUNDATION DRAIN W/ 8" <br />DRAINAGE ROCK WRAPPED IN FILTER <br />FABRIC, TYP. <br />' Project Address �\ <br />� <br />�� �'�! 150 N 2nd Street Suite B 8 -o ,} � <br />! CEILING �?� JEFFERSON, OR _1 <br />Project Name <br />JEFFERSON <br />3 <br />51 LIBRARY <br />` 0' -Ott <br />FFE <br />BUILDING <br />SECTIONS <br />A-3.1 <br />