A.07 <br />SHEET NO <br />MEMBERS OF THE <br />AMERICAN INSTITUTE <br />OF ARCHITECTS <br />REVISION <br />CHECKED BY <br />DRAWN BY <br />DATE <br />JOB NO. <br />INDEX <br />PROJECT <br />380 Lincoln Street <br />Eugene, Oregon 97401 <br />Phone: 541-344-3332 <br />arborsouth.com <br />TREE TOPS <br />PAVILION <br />2237 SPRING <br />BLVD <br />EUGENE, OR <br />PAVILION <br />ELEVATIONS <br />2508 <br />11 November 2025 <br />NP, HG <br />DH, BD <br />© Arbor South Architecture, P.C. <br />BILL & LESLIE CORNOG - 2508 <br />Arbor South <br />Architecture <br />2'-0" O.H. <br />TYP. <br />DS <br />S-2 S-2S-2 <br />R A K E <br />2 X 8 PRE-PRIMED FASCIA <br />SOFFIT PER RCP <br />C H I M N E Y C A P <br />STONE CAP TO MATCH (E) <br />RESIDENCE <br />W/ SPARK ARRESTOR <br />4 <br />A.11 <br />3 <br />A.111 <br />A.12 <br />2 <br />A.11 <br />+ 509'-9" PAVILION F.F.E. <br />+ 519'-2" BOTTOM OF BEAM <br />9'-5"P A V I L I O N R O O F <br />SHINGLE ROOFING <br />ROOFING PAPER <br />PLYWD SHEATHING PER STRUCT <br />2X10 JOISTS @ 24" O.C. <br />PLYWD SHEATHING PER STRUCT <br />T&G DECKING <br />ALL FOOTINGS MIN. 18" <br />BELOW GRADE TO <br />BEAR ON UNDISTURBED <br />SOIL. REFER TO STRUCT. <br />P A V I L I O N R O O F <br />SHINGLE ROOFING <br />ROOFING PAPER <br />PLYWD SHEATHING PER STRUCT <br />2X10 JOISTS @ 24" O.C. <br />PLYWD SHEATHING PER STRUCT <br />T&G DECKING <br />2'-0" O.H. <br />TYP. <br />8 <br />12 <br />CRICKET <br />DS <br />P1 <br />S-1 <br />S-2 S-2 S-2 <br />S-2S-2 <br />8 <br />12 <br />DS <br />C H I M N E Y C A P <br />STONE CAP TO MATCH (E) <br />RESIDENCE <br />W/ SPARK ARRESTOR <br />2 <br />A.12 <br />10 <br />A.12 <br />6 <br />A.12 <br />8 <br />A.11 <br />4 <br />A.11 <br />7 <br />A.10 <br />+ 509'-9" PAVILION F.F.E. <br />+ 519'-2" BOTTOM OF BEAM <br />9'-5"P A V I L I O N S L A B <br />5" CONC SLAB ON GRADE <br /> SLOPE TO DRAIN PER HARDSCAPE PLAN <br /> REINFORCEMENT & REBAR PER STRUCT. <br />4" COMPACTED CRUSHED ROCK <br />STRUCTURAL FOAM INFILL PER STRUCT. <br />E A V E <br />2 X 8 PRE-PRIMED FASCIA <br />5" HALF ROUND COPPER <br />GUTTER <br />SOFFIT PER RCP <br />2'-0" O.H. <br />TYP. <br />8 <br />12CRICKET <br />P2 <br />S-1 <br />S-2S-2 S-2 <br />P A V I L I O N R O O F <br />SHINGLE ROOFING <br />ROOFING PAPER <br />PLYWD SHEATHING PER STRUCT <br />2X10 JOISTS @ 24" O.C. <br />PLYWD SHEATHING PER STRUCT <br />T&G DECKING8 <br />12 <br />E A V E <br />2 X 8 PRE-PRIMED FASCIA <br />5" HALF ROUND COPPER <br />GUTTER <br />SOFFIT PER RCP <br />C H I M N E Y C A P <br />STONE CAP TO MATCH (E) <br />RESIDENCE <br />W/ SPARK ARRESTOR <br />2 <br />A.12 <br />10 <br />A.12 <br />6 <br />A.12 <br />8 <br />A.11 <br />4 <br />A.11 <br />+ 509'-9" PAVILION F.F.E. <br />+ 519'-2" BOTTOM OF BEAM <br />9'-5"2'-0" O.H. <br />TYP. <br />DS <br />S-2 S-2 <br />S-2 <br />R A K E <br />2 X 8 PRE-PRIMED FASCIA <br />SOFFIT PER RCP <br />C H I M N E Y C A P <br />STONE CAP TO MATCH (E) <br />RESIDENCE <br />W/ SPARK ARRESTOR <br />3 <br />A.11 <br />4 <br />A.11 <br />1 <br />A.11 <br />+ 509'-9" PAVILION F.F.E. <br />+ 519'-2" BOTTOM OF BEAM <br />9'-5"P A V I L I O N R O O F <br />SHINGLE ROOFING <br />ROOFING PAPER <br />PLYWD SHEATHING PER STRUCT <br />2X10 JOISTS @ 24" O.C. <br />PLYWD SHEATHING PER STRUCT <br />T&G DECKING <br />SIDING L E G E ND <br />S-1 # 1 CEDAR SHINGLE 14" (6" EXPOSURE) <br /> PAINTED ALL SIDES. COLOR: TBD <br />S-2 STONE VENEER TO MATCH EXISTING STONE ON MAIN RESIDENCE <br /> TENINO WA. SOURCED STONE <br />S-3 EXPOSED CMU WALL - GROUND FACE BLOCK, <br /> WILLAMETTE GRAYSTONE "SABLE" COLOR <br />ELEVATION NO T E S <br />1. ALL OPENINGS FLASHED WITH STAINLESS METAL. <br />2. ALL EXPOSED FASTENERS TO BE STAINLESS STEEL. <br />SCALE: 1/4" = 1'-0" <br />4 PAVILION EAST <br />A.07 <br />SCALE: 1/4" = 1'-0" <br />1 PAVILION NORTH <br />A.07 <br />SCALE: 1/4" = 1'-0" <br />3 PAVILION SOUTH <br />A.07 <br />SCALE: 1/4" = 1'-0" <br />2 PAVILION WEST <br />A.07