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CONCRETE SLABr,31V1312y <br />" SLOPE Typ, <br />I <br />1 I a a CONCRETE STAIR <br />— SEE FDN. PLANS <br />a <br />- 1 <br />II a Q <br />Q a <br />I I a <br />=1 1E_a <br />6" PATIO <br />FOUNDATION WALL <br />(SEE FOUNDATION PLANS) a <br />... . STAIR AT PORCH EDGE <br />1-1/2" = 1'-0" <br />SEE FOUNDATION <br />I OSB SHTG. <br />PLANS FOR <br />=1N. FDN. HEIGHT <br />.i' �` SIDING <br />— P.T. WALL 2 s <br />OSB <br />I SHEATHING <br />SHEATHING Y" <br />PLYWOOD a <br />I Yz" P.T. <br />I <br />I <br />I PLYWOOD <br />�-SIDING <br />aI <br />I <br />° <br />4 I <br />I <br />I <br />'. T. TRAPEZOIDAL I <br />1X4 SLEEPER AT <br />I <br />24" O.C. INSET <br />I <br />INTO FDN. WALL ° <br />_j 1k <br />z <br />4 � <br />4 <br />a Q � <br />4 <br />SEE 2/14, 3/14 & 6/14 lu <br />FOR BUILDING ENCLOSURE <br />SIDING AT FDN DETAILS <br />18 SIDING 0 CONCRETE WALL <br />1-1/2" = 1'-0" PLAN <br />V) <br />Z <br />0 <br />w <br />w <br />w <br />w <br />V) <br />w <br />Ld <br />SIDING OVER <br />EXTERIOR SHEATHING <br />1Y2"x1Y2" METAL FLASHING, <br />' PLACE BEAD OF CAULK <br />I <br />UNDER FLASHING <br />2x4 TRIM <br />J <br />Sf4 x 6 TRIM <br />'I 2 <br />V2" GAP BETWEEN <br />4 TRIM AND TOP <br />I STONE VENEER <br />VINYL BOARD <br />I & BATTEN SIDING <br />SIMULATED <br />STONE VENEER <br />I <br />BUILDING PAPER OVER <br />SHTG/CEMENT BOARD, <br />UNDER SIDING, TRIM <br />AND SIMULATED STONE. <br />VINYL BOARD & BATTEN <br />OVER BUILDING PAPER <br />T_ OVER EXT. PLYWOOD <br />I SHEATHING <br />I <br />I <br />CEMENT BOARD OVER <br />EXTERIOR SHEATHING — <br />VINYL BOARD <br />I & BATTEN SIDING <br />SIMULATED — <br />STONE VENEER <br />BUILDING PAPER OVER— <br />SHTG/CEMENT BOARD, <br />UNDER SIDING, TRIM <br />2 I AND SIMULATED STONE. <br />I <br />I <br />1" GAP MIN.— <br />° a <br />° PAVING OR GRADE— <br />Iil-lii= <br />VINYL BASE STONE VENEER BASE <br />(SEE ELEVATIONS FOR SPECIFIC FINISH CONDITION) <br />20 WATERTABLE BASE FINISH <br />, <br />1-1/2» = 1 -o» SECTION <br />FRAMING <br />11" <br />TIP. <br />CONCRETE STAIR <br />SEE FDN. PLANS <br />EXPANSION JOINT <br />a <br />AT CONNECTION <br />a � <br />a <br />WALKWAY 20B <br />D1 <br />3Y2" SLOPE <br />a <br />---------------- e-- -------------------------- <br />------------- <br />- <br />---- <br />— Q <br />a <br />1 I I I <br />_ - <br />_- <br />FOOTING OF STAIR <br />1 <br />FOUNDATION WALL <br />SEE FOUNDATION PLANS <br />SECTION <br />LIVING SPACE <br />TYP. COMMON WALL 10 <br />D2 <br />I <br />FACE OF CONC FOUNDATION <br />T/SL AB <br />WALL IS AT CENTERLINE OF <br />COMMON WALL <br />° <br />° <br />aQ <br />° 4 a 4 <br />=_ <br />LIVING SPACE <br />nw <br />~ <br />—I I —I <br />SEE STRUCTURAL <br />o <br />I— ° ° <br />FOR FOOTING SIZE <br />?—I <br />I —I i I a ° <br />-1 I I —I j I=I <br />AND REBAR <br />a <br />;III=III— ° <br />T/SLAB <br />a °< ° <br />V'I- <br />-III—III a <br />° <br />-III—III—� ° <br />14 COMMON WALL AT FDN. STEP <br />1" = 1'-O" SECTION <br />INTERIOR FINISH <br />NOT SHOWN <br />SLOPE Y4" <br />PER FOOT <br />FDN. HT. <br />PER 3Y2" CONC. SLAB <br />Q FDN. PLAN <br />a <br />a1= <br />° a 11; 1 1=111=! I I 1 <br />! I a 3" <br />II�III!�I <br />a CONCRETE FOOTING <br />SEE STRUC. SHEETS I i ((<1 <br />8 SEE DETAIL 7/S6.0 <br />FOR FOOTING DETAIL FOR REINFORCING <br />16 PORCH EDGE DETAIL <br />1-1/2" = 1'-0" <br />z <br />RAILING BY OTHERS <br />OPENING BETWEEN <br />RAILS NOT TO <br />�, <br />EXCEED 4" <br />a <br />UNIT <br />3 GARAGE <br />D1 <br />DI <br />METAL <br />CONCRETE P.T. NAILER <br />a26 <br />FLASHING <br />SLAB 2"x2" MAX, <br />R-10 RIGID <br />, <br />INSUL. <br />wV) <br />s <br />Q 20B <br />a a <br />E z D1 GARAGE <br />a <br />> u_ SL AB <br />a <br />a <br />a <br />a < <br />a <br />a Q a <br />a <br />�I�Ilill� 111111111111- <br />i=1 <br />� U <br />SEE STRUCTURAL <br />FOR FOOTING SIZE —I I—III—III=III—I —III=III---� <br />AND REBAR <br />9 SLAB AT UNIT TO GARAGE STEP 1-1/2" = 1'-0" „ „ SECTION <br />UNIT GARAGE <br />8 <br />20A D1 METAL <br />D1 ` FLASHING <br />CONCRETE i R-10 RIGID <br />SLAB INSUL. <br />2 4 2 4 <br />L1 w 2p B CONCRETE <br />a Q GARAGE SLAB <br />a <I <br />Q <br />a Q <br />4 4 <br />� a <br />aR a-__ u_--_ w-_-_ x <br />f� <br />a <br />In a a <br />DIM. PT* <br />P.T. PLATE G <br />FDN. WALL STEPS METAL <br />GARAGE I FLASHING <br />SEE FDN. PLAN <br />20B <br />2 s I EXTERIOR <br />DD1 w_ <br />`Y LOPE GRADE z <br />WAY FROM :2 <br />a UILDING o, <br />a � _ <br />as i �!Ij11� a <br />R-10 RIGID <br />a INSUL. <br />4" FTG. DRAIN z <br />=1 11=1 11=1 11=1 a <br />lilt llll, lil—ICI_ a Q O <br />SEE STRUCTURAL a a <br />FOR FOOTING SIZE <br />AND REBAR <br />5 TYP. EXTR. GARAGE WALL FTG. <br />1 1/2 = 1- 0SECTION <br />GARAGE <br />CONCRETE <br />GARAGE SLAB— <br />P.T. PLATE <br />GARAGE <br />—CONCRETE <br />GARAGE SLAB <br />' ►=1 <br />I I-1 111 I I- — _ <br />- <br />_ _ _ _ <br />—1 i 1=III=1 i,_ ''=1 I I=1 I I=1 1I- <br />-III <br />1 (I III <br />i=1 Ijl <br />SEE STRUCTURAL <br />FOR FOOTING SIZE <br />SEE STRUCTURAL <br />AND REBAR <br />FOR FOOTING SIZE <br />AND REBAR <br />COMMON WALL <br />lo <br />COMMON WALL <br />FTG. UNIT -GAR. <br />6 FOOTING GARAGE -GARAGE <br />1 1/211= 1 -o <br />SECTION <br />1-1/2" = 1'-0" SECTION <br />DOOR THRESHOLD RAISED THRESHOLDS GREATER <br />SEE 17/D7 FOR BUILDING <br />THAN Y4" VERTICAL SHALL BE <br />ENCLOSURE DOOR & DOOR BEVELED WITH A SLOPE NOT <br />LA <br />PAVING <br />- <br />PAN DETAILS If lip <br />F.O.S. GREATER THAN ONE UNIT <br />SLOPE <br />AWAY <br />2OB <br />FLASHING EA SIDE II I VERTICAL IN TWO UNITS <br />HORIZONTAL <br />SLOPE PER <br />FDN. PLAN D1 <br />DOOR I I UNIT <br />PATIO/ II I 20A <br />GARAGE I I D1 <br />° <br />i I Q SLAB -ON -GRADE SEE <br />° <br />° < ° ° <br />ADD RISERS AS I - STRUC. FOR REINF. <br />--I ° <br />II I' <br />NEEDED, MAX Q & <br />I <br />RISER HEIGHT 7 a <br />° <br />a <br />Q Q <br />r--------- - 4 <br />z <br />°� <br />a <br />SLOPE w <br />2B%a. �� a <br />¢ w a <br />i <br />�f4:12 MAX. D1 � a Q <br />- <br />C13a <br />° <br />4' FTG. <br />a4 <br />a <br />i l—III-1 I I—III—IIf—III—I I I <br />I I_1 11-111-1 I ITI I h I: ���I 11=1 I I p 1-1 I I—III-1 I (��=1 I I —I I hI I <br />DRAIN <br />SEE STRUC. FOR (—III=III a <br />FOOTING SIZE AND I =) I=;, zn COMPACT FILL <br />REINFORCEMENT 10 MIL. VAPOR BARRIER <br />GARAGE SLAB & <br />APRON <br />THRESHOLD 0 PATIO/GARAGE <br />11 <br />7 <br />1" = 1'-0" <br />1-1/2" = 1'-0" SECTION <br />3Yz" CONCRETE SLAB <br />FINISH FLOOR 2% SLOPE <br />8" CLEARANCE <br />TO GRADE N <br />6" <br />THICKEN SLAB TO <br />A MINUMUM OF 2" <br />BELOW GRADE <br />12 ON -GRADE PORCH/PATIO SLAB <br />1-1/2 = 18-09p SECTION <br />UNIT <br />FRONT DOOR <br />THRESHOLD OVER <br />SILL PAN AND j <br />SEE S6.0 FOR <br />METAL FLASHING I <br />CONNECTION <br />SEE DETAIL 17/I1 <br />I <br />1x PT SPACER I <br />5 <br />DBL. 2X PT PLATE I <br />D1 <br />SLOPE PATIO SLAB .N 2 s <br />AWAY FROM BLDG. 2 a <br />R <br />D <br />L <br />D ' <br />8„ <br />p GARAGE <br />D <br />WATEPROOFING I vv UP` 11 kj ' <br />SEE 12/D6 & 6/13 <br />8 THRESHOLD AT FOUNDATION 1 1/2 = 1'-0" SECTION <br />ED <br />P.T. PLATE <br />D1 <br />UNIT METAL <br />20A I FLASHING <br />D1 2 s I EXTERIOR <br />a SLOPE GRADE <br />CL <br />uj o a AWAY FROM <br />m a a BUILDING olo <br />V) a = <br />a III-1 lI <br />—III1 � 1 <br />-N III <br />a R-10 RIGID <br />INSUL. <br />a 4" FTG. DRAIN <br />00 <br />I <br />SEE STRUCTURAL <O <br />FOR FOOTING SIZE <br />AND REBAR <br />TYP. EXTERIOR WALL FOOTING <br />1 1/2 = 1 -0 SECTION <br />® d1!I''Illii�'►�fl'►�11�!;I! ®' <br />"ma �� <br />1 <br />tl I I, I <br />CONCRETE-� <br />SLIB <br />�,ili''I'I <br />� <br />I <br />� <br />m <br />Q <br />a <br />a <br />4 <br />Q <br />M <br />a <br />a <br />a <br />kv^ <br />SEE STRUCTURAL <br />FOR FOOTING SIZE <br />AND REBAR <br />2 COMMON WALL FTG. UNIT -UNIT <br />1 1/2" = 1'-0" SECTION <br />SEE S SHEETS FOR <br />STRUCTURAL INFORMATION <br />INTERIOR WALL FOOTING <br />3 <br />1" = 1'-o" SECTION <br />Sheet Order: A B U F R E S D <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />nii <br />= to <br />•T <br />_o. <br />CZ N <br />'n <br />a •>r <br />E <br />0 <br />Q <br />= 0 <br />W o <br />0) <br />° <br />U o <br />w <br />F— W i <br />0 <br />o a <br />0 <br />0 <br />a <br />Q <br />o , <br />o Job No.: 13-47 <br />z Sheet No.: <br />0 <br />D2 <br />