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9 <br />0 <br />m <br />N <br />R <br />gs <br />as <br />s� <br />�sI <br />0 <br />�I <br />eaa <br />0 <br />0 <br />as <br />ca <br />o� <br />CD <br />eva <br />CD <br />CD <br />co <br />J- <br />.�t <br />_ ' I, <br />- <br />NEW COLUMN PER PLAN <br />-------= NEW CONCRETE FOOTING PER PLAN <br />FOUNDATION - <br />1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH <br />ARCHITECTURAL DRAWINGS. <br />2. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE <br />FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" BELOW <br />FINISH GRADE. <br />3. AT THE OWNER'S DIRECTION, FOUNDATION DESIGN PARAMETERS <br />ASSUMED AS FOLLOWS IN ACCORDANCE WITH IBC GUIDELINES: <br />A. ALLOWABLE BEARING PRESSURE = 1,500 PSF <br />B. PASSIVE BEARING PRESSURE = 200 PSF/FT <br />4. CONTRACTOR IS RESPONSIBLE FOR SITE PREPARATION, <br />< <br />INCLUDING VERIFICATION OF SUITABLE SOIL CONDITIONS AND <br />uj <br />COMPACTION. <br />4" CONCRETE SLAB ON GRADE - <br />WITH #4 BARS AT 24" O.C. EACH <br />WAY OVER 4`° COMPACTED <br />CRUSHED ROCK <br />22'-0" <br />SITE L11 <br />PER ARCHITECTURAL DRAWINGS <br />ROOF FRAMING LEGEND: <br />(4) PLACES <br />® COLUMN BELOW PER FOUNDATION PLAN <br />11 NEW COLUMN PER PLAN <br />ROOF MI m <br />1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS <br />WITH ARCHITECTURAL DRAWINGS. <br />2. ROOF DESIGN CRITERIA: <br />DEAD LOAD = 15 PSF <br />SNOW LOAD = 25 PSF <br />DEFLECTION = SMALLER OF LL/360, TL/240 <br />3. ROOF SHEATHING TO BE APA RATED EXPOSURE I SHEATHING 1 <br />WITH MINIMUM SPAN RATING OF 32/16 AND A MINIMUM 52.0 <br />THICKNESS OF 5/8". <br />4. ROOF NAILING TO BE 10d COMMON OR GALVANIZED BOX NAILS. TYP <br />NAIL AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. <br />INTERMEDIATE SUPPORTS. BLOCKING IS NOT REQUIRED. <br />5. GLULAM BEAMS TO BE TREATED FOR EXTERIOR USE. <br />COORDINATE WITH ARCH DRAWINGS. <br />(4) PLACES <br />5 <br />LL <br />�s <br />co <br />NDN FRMG <br />S C <br />51.0 51.0 <br />1/4" = 1'-0" <br />NEW 6x6 DF #1 COLUMN, <br />TYPICAL (2) PLACES <br />6x16 OF #2 <br />3 <br />52.0 <br />1 <br />- (2) PLACES— <br />52.0 <br />TYP <br />2 =4= <br />- <br />S2.0 <br />TYP <br />ens <br />sus <br />n <br />Lu <br />co _ _� <br />CD <br />ev <br />® r <br />_ <br />so <br />coo <br />c1 co <br />6x16 DF #2 <br />EXTERIOR PATO ROOF FRAMING PLAN <br />m 1/4" = 1'-0" <br />VLMK <br />ENGINEEMNG + DMGN <br />3933 SW Kelly Avenue -. Portland, Oregon 97239 <br />503.222.4453 WW—hk—ra <br />8 p <br />0/1 /20 <br />