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2x EXT STUD WALL <br /> 2x6 PRESSURE TREATED SILL PLATE -METAL CAP <br /> z <br /> }"0 x 10" J-BOLT w/ 3"x3"xY4" WASHERS AT 6'oc. CONTINUOUS RIDGE VENT - STYLE PER <br /> 7" MINIMUM EMBEDMENT. MINIMUM 2 EACH PIECE ROOF MANUFACTURER'S RECOMMENDATIONS 1" TO 1-1/2" <br /> AND w/IN 12" OF ALL ENDS. AIR GAP LiJ C� <br /> #4 CONT REBAR w/IN 3" OF TOP OF EACH WALL / C� OO <br /> 4" GRAVEL BASE AS REQUIRED "�► <br /> 4" CONCRETE SLAB REINF AS REQUIRED I <br /> 12" F11L Q �I� �T 1��'Z �c �S z" 5-PLY, 5 LAYER CDX PLYWOOD SHEATHING w STANDING LZ �' <br /> BD NAILS 6"oc EDGES 12"oc FIELD / <br /> \ -To 17=G 1.:15e-0 ,c, ) kIckz-Tl-t 0 z a� of <br /> 6 MIL POLYETHYLENE VAPOR BARRIER 12" }_ LLJ O >R Z <br /> J " t F i. Np 'VE s L.1..L"t�t p . STANDING SEAM METAL ROOF U CC Q <br /> c \WATERPROOFING TO GRADE \ 01'I el tc <br /> w <br /> 30# FELT UNDERLAYMENT <br /> 7/\ \ \\ .m/K #4 VERT REBAR 18" oc c� <br /> 95% COMPACTED BACKFILL 2" CLEARANCE / <br /> 12 Q V) >w <br /> #4 HORIZONTAL REBAR 12" cc 6 <br /> C3 CD .—w cn <br /> /\\ // //\\COMPACTED BACKFILL VENTED 2x SOLID BLOCKING MANUFACTURED <br /> #4 VERT REBAR DOWELS STEM oc \\ BETWEEN EACH RAFTER WITH TRUSS <br /> EXTEND MIN 14" INTO STEMWALL N. SCREENS <br /> \ e_ �' j 6" 1'-1"-/ R-30 INSULATION <br /> / <br /> / /;;\ ICE AND THEN 30# FELT SUNDERLAYMENT <br /> 6" 4" DIA RIGID PERF PVC FOOTING 2"x6" SUB-FASCIA <br /> CONC FTG PER PLAN DRAIN PIPE MIN 2% SLOPE w)r <br /> w/ (2) #4 CONT HORIZ REBAR. / 12" / METAL DRIP EDGE 4 <br /> 3" CLEARANCE 3$" WASHED DRAIN GRAVEL H ► Cr)HALF ROUND GUTTER � <br /> w/ FILTER FABRIC I, r SST H1 EACH RAFTER <br /> 1"x6" FASCIA 1 <br /> DETAIL A-TYPICAL FOUNDATION SECTION DOUBLE TOP PLATE. LAP SPLICES 48" [1 x4 T&G CARSIDING <br /> N.T.S. PRE-PRIMED 4"-N <br /> CONTINUOUS SOFFIT VENT BEVELED CEDAR SIDING <br /> NOTES U <br /> 1. BACKFILL WITH BALANCED FILL IN 12" LIFTS USING FREE-DRAINING MATERIAL. CROWN MOLD MILLED TO MATCH HOME I I <br /> 2. MINIMUM CONCRETE YIELD STRENGTH (fc')=3000 PSI. ALUMINUM FLASHING / /-1 <br /> 3. LAP REBAR 15" MINIMUM. WIRE IN PLACE. �J I <br /> 4. FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH. MINIMUM DEPTH 30". <br /> 5. MINIMUM 2500 PSF SOIL BEARING CAPACITY. iI \ <br /> 15# SUPER JUMBO TEX <br /> ASPHALT SATURATED KRAFT <br /> 2"x6" PRESSURE c <br /> GARAGE DOOR TREATED SILL PLATE <br /> 2x8 SKIRT BOARD 1 <br /> 1%2" CDX PLYWOOD"`, -� <br /> WALLS AND CE-%" GYPSUM ILING <br /> TYPE "X" ONE <br /> V <br /> Y2" EXP. JOINT MATERIAL 1 I 1 <br /> SILL SEAL fl <br /> #4 REBAR DOWEL 18" oc EMBED 7" MIN ` <br /> 4" GRAVEL BASE <br /> 4" CONCRETE SLAB -92 5 8"x2"x 2 HF STUD WALL ® CONCRETE FOUNDATION J <br /> 4" CONCRETE DRIVEWAY SLAB. REINFORCE AS / # <br /> REINF AS REQUIRED / 16"oc w/ MIN R-15 INSULATION I <br /> REQUIRED. MIN 2% GRADE. CONTROL JOINTS ®10' MAX <br /> 6 MIL POLYETHYLENE , i <br /> VAPOR BARRIER 1� �, • T STUD WALL SILL DETAIL <br /> \\ \\\\ ,, \ 4" GRAVEL BASE y)\. ► <br /> 95% COMPACTED BACKFILL ` / 2x6 PRESSURE TREATED SILL PLATE <br /> WATERPROOFING TO GRADE <br /> / 95% COMPACTED BACKFILL SEE DETAIL ABOVE ,4" CONCRETE SLAB SLOPE TO DRAIN-- <br /> FOUNDATION, FOOTING, AND DRAINAGE <br /> PER TYPICAL FOUNDATION SECTION / \ \ ' <br /> /� `,45V -�\ 1=III I h <br /> 1;III,, <br /> - _ i1 4" COMPACTED GRAVEL 95% <br /> j\ // \\ DETAIL A-TYPICAL FOUNDATION I ` '' s- I 1 12- <br /> / // // / j\/ SECTION, THIS SHEET - r' • <br /> � 1-11 <br /> - IIII `. IIII II I <br /> DETAIL B-GARAGE SLAB TO DRIVEWAY CONNECTION 1= <br /> N.T.S. II }= O <br /> _I' SECTION VIEW A <br /> i-I 1-III, N.T.S. <br /> NOTES 9 0 F 12 <br /> 1. MINIMUM CONCRETE YIELD STRENGTH (fc')=3000 PSI. <br />