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NOT USED <br />SCALE:NTS <br />\RCH. <br />-ED <br />BELOW -GRADE @ CMU GARAGE WALL <br />SCALE:NTS <br />0 <br />CONC. AS SCHEDULED <br />° <br />a <br />2" <br />d <br />a <br />24 GA. PRE -FINISHED SM FOLDED <br />CLOSURE FLASHING. BED IN <br />CONTINUOUS SEALANT TO THE <br />CONC. <br />FURRING, AS SCHEDULED <br />VERT. CLADDING TERMINATION @ CONIC. <br />SCALE:NTS <br />NOT USED <br />SCALE:NTS <br />NOT USED <br />SCALE:NTS <br />CLADDING, AS <br />SCHEDULED <br />WRB <br />a <br />a <br />d; <br />da <br />4 <br />a' <br />d <br />4 <br />d <br />a <br />4 <br />° <br />V <br />d <br />a <br />4 <br />�a <br />4 <br />ON <br />1" MIN. RIGID (CONT. BEHIND <br />STUDS) TIGHT TO CONC. WALL <br />(WHERE APPLICABLE) <br />CLADDING, AS SCHEDULED <br />FURRING, AS SCHEDULED <br />WRB, LAP o/ AND SEAL TO VERT. <br />LEG OF BASE WALL FLASHING, T` <br />I&]IayGC6I:1It>&9G1�LTi[* Kole]10DL07101■ <br />24 GA. PRE -FINISHED SM FLASHY <br />HEMMED DRIP SPRUNG TO SIDE <br />PATIO. SEAL VERT. LEG TO SUBS' <br />MOISTURE -RESISTANT <br />COMPRESSIBLE FILLER AND <br />SEALANT <br />BASE OF CONIC. WALL @ PATIO/ SIDEWALK, TYP. <br />SCALE:NTS <br />FOUNDATION WALL, TYP. <br />SEALANT JOINT B/T TERM. <br />BAR AND CONC. WALL <br />WRAP FILTER FABRIC o/ TOP OF <br />DRAINAGE MAT TO PROTECT <br />DRAINAGE PLANE FROM FINES <br />ALUM. TERMINATION BAR, PER aL <br />WP MANUF. RECOMMENDATIONS <br />WATERPROOFING MEMBRANE I <br />n <br />GEO-COMPOSITE DRAINAGE MAT <br />FILTER FABRIC <br />NOTES: <br />1. IF APPLICABLE. <br />2. REFERENCE SHEET XBE0.02 FOR FOUNDATION WATERPROOFING <br />INFORMATION. <br />3. REFERENCE ARCHITECTURAL SECTIONS AND DETAILS FOR <br />TYPICAL BASE OF WALL AND FOUNDATION DETAILS. <br />4. VERIFY WATERPROOF MEMBRANE MANUFACTURER'S TYPICAL <br />DETAILS. <br />TYPICAL MEMBRANE TERMINATION <br />SCALE:NTS <br />SILL SEALER @ <br />SILL TRACK TO <br />FOUNDATION. TYP. <br />CLADDING, AS SCHEDULED <br />FURRING, AS SCHEDULED <br />FA WRB, LAP o/ JOINT <br />FLASHING, TYP. <br />I 15-MIL VAPOR BARRIER <br />24 GA. PRE -FINISHED SM I FLASHING w/y" DRIP t <br />XPS (OR SIM.) INSULATION <br />///f <br />d a 4 .. .. <br />d e'a d <br />(O a 4 <br />1Ti—iTI—III—III a: d d � a <br />l-1 I —III —III —I —III III — —I —III—III — <br />1=III—III—III- <br />1-III—III—I a III=III—III I I I —I I I —I I I —III —III —I I <br />I I—III=1 11= a- I I —III —III —III III —III —III —III —I I I <br />__ d III —III —III —I I —III I I 1=� I I —I � �— <br />GEO-COMPOSITE I —III —III —III III —I' <br />DRAINAGE MAT w/ FILTER -III- III —III —III —I <br />FABRIC, TYP.I- <br />` CAPILLARY BREAK <br />4 e . <br />4 <. d <br />d I <br />a <br />a a d <br />a <br />O d <br />BASE OF WALL / FOOTING, TYP. <br />6 SCALE NTS <br />4 <br />° d <br />CLADDING, AS SCHEDULED <br />FURRING, AS SCHEDULED <br />WRB, LAP o/ AND SEAL TO VERT. LEG OF <br />BASE WALL FLASHING, TYP. <br />24 GA. PRE -FINISHED SM FLASHING w/ <br />HEMMED DRIP SPRUNG TO SIDEWALK/ <br />PATIO. SEAL VERT. LEG TO SUBSTRATE <br />n�yx��Yy:�aa� <br />MOISTURE -RESISTANT <br />COMPRESSIBLE FILLER AND <br />SEALANT <br />4 <br />III III — I <br />BASE OF WALL @ PATIO/ SIDEWALK, TYP. <br />2 SCALE:NTS <br />GEO-COMPOSITE DRAINAGE MAT <br />w/ FILTER FABRIC <br />WATERPROOFING MEMBRANE OR DAMPPROOFING <br />(IF NECESSARY) - EXTEND ONTO FOOTING OR PER <br />MANUF. TYPICAL DETAILS <br />DOWNSPOUT TIE-IN, IF APPLICABLE <br />FILTER FABRIC - LAP 6" MIN. <br />PERFORATED FOOTING DRAIN, <br />DO NOT WRAP PIPE DIRECTLY <br />w/ FILTER FABRIC. PLACE NEAR <br />BOTTOM OF FOOTING w/ DRAIN <br />HOLES ON THE BOTTOM <br />6" MINIMUM GRAVEL <br />OR CRUSHED STONE <br />AROUND PERIMETER <br />OF DRAIN <br />TYPICAL FOOTING DRAINAGE <br />SCALE:NTS <br /><'A <br />«d <br />co <br />O <br />N <br />ui <br />0') <br />LN <br />Z <br />z <br />� O <br />0 V <br />06 <br />z <br />Z <br />p <br />Lu <br />J <br />0 w <br />0 <br />(If (If <br />LLJ LLJ <br />W W <br />• • v <br />0 <br />0 0 0 N <br />• • • r <br />0 <br />cn <br />0 v <br />E <br />0 <br />0 <br />�m <br />c r <br />NCO <br />o r m <br />Or 0 <br />> M <br />(h M > <br />Q <br />a <br />N <br />2� <br />cn In m <br />co co 0 <br />0 <br />N N ' <br />3 <br />— <br />co co 3 <br />0 <br />O N <br />0 <br />00 3 <br />N N <br />N U1 <br />N cn <br />3 <br />FOUNDATION & <br />GRADE DETAILS <br />2020-1009 PERMIT SET <br />THE UNDERSIGNED HAS <br />PROVIDED <br />BUILDING ENCLOSURE DOCUMENTS <br />THAT, IN MY PROFESSIONAL <br />JUDGEMENT, ARE APPROPRIATE TO <br />SATISFY THE REQUIREMENTS OF RCW <br />64.55.005 THROUGH 64.55.090. <br />13012 GEEMSTEGEE0 <br />ARAaoTEcEr <br />I <br />COPYRIGHT ©2019 OAC SERVICES, INC. <br />THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED <br />HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF <br />OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN <br />PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC <br />DESIGN <br />KRM <br />DRAWN <br />KRM <br />CHECK <br />XBE4100 <br />OAC PROJ. No. <br />R12-200117.01 <br />