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��riW1�♦F�r 1 lY'/•11Y1 /•1� I]/1�f•11NIY1/Y `/\�/•111 <br />NTS <br />n <br />WATER EVACUATION SYSTEM <br />SELF ADHERED BITUMINOUS <br />MEMBRANE <br />WATERPROOFING SYSTEM <br />LIQUID APPLIED <br />WATERPROOFING <br />CONC. RETAINING WALL <br />CANT STRIP <br />CONC.FOOTING <br />3/4" CLEAN DRAIN ROCK <br />FILTER FABRIC <br />PERFORATED DRAIN TILE <br />UNDERSLAB <br />WATERPROOFING SYSTEM <br />COMPACTED NATIVE SOIL <br />n <br />2X6 JAMB TRIM <br />1X10 JAMB LINER CARRY TO <br />BOTTOM OF DOOR <br />INTERIOR SLAB W/ #3 REBAR <br />@ 16" O.C. EA. WAY <br />AC PAVING, SLOPE MIN 2% <br />�- -- AWAY FROM GARAGE DOOR <br />6" COMPACTED ROAD BASE a <br />SLOP MIN 2% AWAY FROM <br />FOUNDATION6// <br />- <br />CONC. STEM WALL, S.S.D. <br />" COMPACTED SUB -GRADE <br />EXISTING <br />RESIDENCE <br />Garage Door Opening <br />NTS <br />TYP. P. T. MUDSILL <br />2X6 W/ 5/8" DIA. <br />ANCHOR <br />BOLTS/NUTS/WASHERS 1'-0" <br />@ 24" O.C. AND 12" <br />FROM CORNERS <br />EXISTING STAIR <br />TO REMAIN <br />UNCHANGED <br />I <br />I <br />CONC. CUT 3'-0" <br />1 X 6'-8" OPNG. <br />I <br />FOR NEW DOOR 11 <br />I\ <br />I <br />I <br />I <br />I <br />AREA OF WORK 1 <br />TO BE PERFORMED <br />I <br />I <br />NEW 4' CONC. <br />STEMWALL <br />W/ #4 REBAR VERT. <br />AND HORZT. <br />PLACEMENT <br />0 1� <br />11'-3 <br />A <br />22'-611 <br />a <br />SHOP <br />111 <br />..4, Yi�Y <br />Y <br />1 Garage Slab <br />2. 1 NTS <br />LINE OF AREA OF <br />WORK TO BE <br />PERFORMED <br />0 <br />N <br />11'-2 3/4" <br />4" THICK CONCRETE SLAB <br />WIRE MESH REINFORCING <br />UNDERSLAB WATER PROOF <br />MEMBRANE -CONTRACTOR <br />TO REVIEW EXACT <br />INSTALLATION <br />RECOMMENDATIONS WITH <br />MFR <br />20 MIL VAPOR BARRIER <br />12" CLEAN DRAIN ROCK <br />COMPACTED SUB -GRADE <br />.low► �1t <br />ENTIRE LOWER AND UPPER <br />WALL BRACING TO BE <br />SHEATHED WITH WOOD <br />STRUCTURAL PANELS (WSP) <br />12'-011 <br />' NEW 4' TALL CONC. <br />RETAINING WALL <br />1 -2 W/ #4 REBAR VERT. <br />g AND HORZT. <br />A3.3 PLACEMENT <br />21-011 'O <br />',SIMPSON CB66 <br />24"X24"X12" 1 COLUMN BASE <br />CONC. POST PAD _ N <br />W/(2)# 4 REBAR <br />BOTH DIR. I <br />I 1 O I <br />SIMPSON CB66 1 N <br />COLUMN BASE \� _ _ _ �� - - - - - - <br />GARAGE <br />slope I / <br />4" CONC. SLAB / o <br />Ol <br />OVER 6X6 W1.4XW1.4 = <br />WIRE MESH Goo - <br />LL 11 0 102.1 <br />OVER MIN. 2" SANDcic N <br />OVER VAPOR BARRIER <br />g OVER COMPACT FILL I C(07) <br />N-1 <br />101.1 <br />(2)-2X8DF HDR 1 <br />103.1 <br />EXIST. AREA <br />TO REMAIN <br />UNCHANGED <br />PBS <br />21-011 <br />1 11 <br />. 2 -0 0 <br />t2'_011 <br />1 I 1 <br />■ � N <br />------ <br />CD <br />En <br />N I I -1 <br />NEW 4" THICK <br />CONC. STOOP <br />SIMPSON CB66 <br />COLUMN BASE SET <br />IN CONCRETE PAD <br />ALL NEW FOOTINGS <br />TYP. <br />24"X24"X12" <br />CONC. POST PAD <br />W/(2)# 4 REBAR <br />BOTH DIR.(5) LOCATIONS <br />SIMPSON CB44 <br />COLUMN BASE <br />0 13'-5 3/4" o <br />N N <br />Typ.Elect. Symbols <br />_ 21-011 <br />`E <br />LE <br />CEILING MOUNTED LED LIGHT FIXTURE <br />WALL MOUNTED LED LIGHT FIXTURE <br />I <br />E <br />LED CAN LIGHT <br />v <br />LOW VOLTAGE CAN LIGHT <br />1 <br />F <br />FLUORESCENT CAN LIGHT <br />1 <br />Oi <br />I <br />E c <br />UNDER CABINET LED PUCK LIGHT <br />j <br />ND <br />`rT <br />UNDER CABINET FLUORESCENT PUCK LIGHT <br />/ <br />1 <br />V <br />TRACK MOUNTED LOW VOLTAGE LIGHT <br />- 24"X24"X12" <br />0 <br />SPOT ADJUSTABLE LED LIGHT <br />CONC. POST P <br />D <br />W/(2)# 4 REBAR <br />Lv <br />LOW VOLTAGE PENDANT LIGHT <br />BOTH DIR. <br />LED PENDANT LIGHT <br />D <br />TTTT FLUORESCENT STRIP LIGHT <br />2 O CEILING FAN - LT INDICATES <br />' x <br />LIGHT WHERE SHOWN <br />rn <br />1 PARTIAL PORTAL FRAME <br />A2.3 THIS CORNER ONLY <br />SINGLE POLE SWITCH <br />$D SINGLE POLE DIMMABLE SWITCH <br />$DR DOOR ACTIVATED SWITCH <br />$3 3 WAY ELECTRICAL SWITCH <br />$3D 3 WAY ELECTRICAL DIMMABLE SWITCH <br />M <br />N $4 4 WAY ELECTRICAL SWITCH <br />$4D 4 WAY ELECTRICAL DIMMABLE SWITCH <br />$T TIMER ELECTRICAL SWITCH <br />i0 <br />IPAD DOCKING STATION FOR SAVANT/LUTRON CONTORLS <br />LUTRON LIGHTING CONTROL STATION <br />Lv LOW VOLTAGE TRANSFORMER <br />la MOTION DETECTOR <br />CLG CEILING MOUNTED ELECTRICAL OUTLET <br />M <br />N ElGARAGE DOOR OPENER <br />RECESSED EXHAUST FAN <br />tF RECESSED EXHAUST FAN / FLUORESCENT LIGHT <br />SD SMOKE DETECTOR <br />CO CARBON MONOXIDE DETECTOR <br />FOUNDATION PLAN <br />1/4" = V-0" <br />FLOOR PLAN GENERAL NOTES: <br />1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HEARTH <br />REQUIREMENTS. (IF NO SPECIFICATIONS PROVIDED BY THE <br />MANUFACTURER, HEARTHS SHALL EXTEND AT LEAST 16" FROM THE <br />FRONT OF AND AT LEAST 8" BEYOND EACH SIDE OF THE FIREBOX. <br />WHERE THE FIREBOX OPENING IS 6 SQUARE FEET OR LARGER, THE <br />HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT AND AT <br />LEAST 12" BEYOND EACH SIDE.) <br />2. FIRE BLOCKING BETWEEN CHIMNEYS AND COMBUSTIBLE <br />CONSTRUCTION SHALL BE INSTALLED AT 10' INTERVALS, BOTH <br />VERTICAL AND HORIZONTAL. <br />3. STAIR HANDRAILS SHALL BE PLACED NOT LESS THAN 34 or MORE THAN <br />38" ABOVE LANDINGS AND THE NOSING OF THE TREADS. THEY SHALL <br />BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS AND THE <br />ENDS SHALL BE RETURNED. IN RESIDENTIAL OCCUPANCIES <br />HANDRAILS MAY HAVE STARTING NEWELS WITHIN THE FIRST TREAD. <br />CIRCULAR HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE <br />THAN 2" IN CROSS -SECTIONAL DIAMETER AND HAVE A SMOOTH <br />GRIPPING SURFACE. HANDRAILS THAT ARE NOT CIRCULAR SHALL <br />HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER <br />THAN 6.25" WITH A MAXIMUM CROSS SECTION DIMENSION OF 2.25". A <br />SPACE OF NOT LESS THAN 1-1/2 " SHALL BE PROVIDED BETWEEN THE <br />WALL AND THE RAIL. <br />4. STAIR GUARDRAILS WHOSE TOP RAIL ALSO SERVING AS HANDRAILS <br />TO BE NOT LESS THAN 34" NOR MORE THAN 38" HIGH MEASURED <br />VERTICALLY FROM THE LEADING EDGE OF THE STAIR TREAD NOSING. <br />IF THE GRIPPABLE RAIL IS NOT THE TOP RAIL OF THE GUARD, THE <br />GUARD SHALL BE INSTALLED AT 42" MINIMUM HEIGHT AND THE <br />GRIPPABLE RAIL SHALL BE INSTALLED AT 34"-38". NO OPENINGS AT <br />GUARD RAILS SHALL ALLOW A 4" SPHERE TO PASS THROUGH. <br />TRIANGULAR OPENINGS FORMED BY THE RISE, TREAD AND BOTTOM <br />ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A STAIRWAY MAY BE <br />OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER CANNOT PASS <br />THROUGH. <br />5. DWELLING BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT <br />LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR <br />EMERGENCY ESCAPE OR RESCUE. WINDOW FINISHED SILL HEIGHT <br />SHALL BE NOT MORE THAN 44" ABOVE THE FLOOR WITH A MINIMUM <br />NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET; MINIMUM NET <br />CLEAR OPENABLE HEIGHT OF 24"; AND MINIMUM NET CLEAR <br />OPENABLE WIDTH OF 20". <br />6. MINIMUM OPENING PROTECTION FOR DOOR BETWEEN GARAGE AND <br />RESIDENCE SHALL BE THE INSTALLATION OF A SELF -CLOSING TIGHT- <br />FITTING SOLID WOOD DOOR 1 3/8 " IN THICKNESS OR A SELF -CLOSING <br />TIGHT -FITTING DOOR HAVING A FIRE PROTECTION RATING OF NOT <br />LESS THAN 20 MINUTES. <br />7. MINIMUM OCCUPANCY SEPARATION BETWEEN GARAGE AND <br />RESIDENCE SHALL BE THE INSTALLATION OF MATERIALS APPROVED <br />FOR ONE -HOUR FIRE -RESISTIVE CONSTRUCTION ON THE GARAGE <br />SIDE. WHERE THE SEPARATION IS HORIZONTAL, STRUCTURAL <br />MEMBERS SUPPORTING THE SEPARATION SHALL BE PROTECTED BY <br />EQUIVALENT FIRE -RESISTIVE CONSTRUCTION. <br />8. THE WALLS AND SOFFITS OF THE ENCLOSED USEABLE SPACE UNDER <br />STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED <br />FOR ONE -HOUR FIRE -RESISTIVE CONSTRUCTION. <br />9. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING. THE <br />FOLLOWING SHALL BE CONSIDERED HAZARDOUS LOCATIONS - <br />GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, <br />SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS; GLAZING IN ANY <br />PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS <br />WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN <br />60" ABOVE A STANDING SURFACE AND DRAIN INLET; GLAZING WITHIN <br />A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR (IN A CLOSED <br />POSITION); GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS OR <br />W/I 5' OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM <br />EDGE OF THE GLASS IS < 60" ABOVE A WALKING SURFACE. (SLIDING <br />GLASS DOORS WHICH ARE REVERSIBLE ARE TO HAVE TEMPERED <br />GLAZING W/I 24" ARC OF EITHER EDGE OF ENTIRE GLASS ENCLOSURE.) <br />10. NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS <br />WITH AN AREA OF NOT LESS THAN 4% OF FLOOR AREA IS REQUIRED <br />IN GUEST ROOMS AND HABITABLE ROOMS. EVERY SPACE INTENDED <br />FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT <br />BY MEANS OF GLAZED OPENINGS OR ARTIFICIAL LIGHT. THE MINIMUM <br />NET GLAZED AREA SHALL BE NOT LESS THAN 8% OF THE FLOOR AREA. <br />11. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN <br />EARTH AT CRAWLS SPACES SHALL BE WATERPROOFED WITH A SELF - <br />ADHERED WATERPROOFING MEMBRANE SYSTEM INSTALLED PER <br />MANUFACTURER'S REQUIREMENTS. AT ALL DOOR AND WINDOW <br />OPENINGS THAT ARE FLUSH TO FLOOR FINISH, IN ADDITION TO THE <br />WATERPROOFING MEMBRANE, GALV. MTL FLASHING SHALL ALSO BE <br />INSTALLED AND CARRIED DOWN 12" BELOW RETAINED EDGE. <br />12. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR <br />OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE <br />PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH <br />OPENINGS WITH CEMENT MORTAR, COMCRETE MASONRY OR SIMILAR <br />METHOD ACCEPTABLE TO THE ENFORCING AGENCY. <br />GENERAL NOTES <br />1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED <br />OTHERWISE. <br />2. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. <br />3. VERIFY ALL HEADER HEIGHTS WITH OWNER. <br />4. ALL EXTERIOR WALLS ARE 2 x 6 -16" O.C. STUDS, UNLESS NOTED <br />OTHERWISE. <br />5. ALL INTERIOR WALLS ARE 2 x 4 -16" O.C. STUDS, UNLESS NOTED <br />OTHERWISE. <br />6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET <br />PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH <br />OWNER FOR LOCATIONS. <br />FOUNDATION NOTES <br />1. ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST <br />DEPTH. <br />2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. <br />3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL <br />GRADE. <br />4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. <br />5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. <br />O <br />U <br />0O <br />N <br />- X <br />CU a)- <br />V <br />00 <br />U <br />C: <br />O 0Wl <br />2 <br />O �t <br />C13 0 <br />' <br />Va F/ <br />VJ <br />++ <br />N <br />, <br />W <br />N <br />Oco <br />1- <br />U <br />U_ C'7 <br />(o <br />(n - <br />N O <br />(n <br />a)LO <br />E� <br />C:-CO- <br />(a <br />�M <br />- <br />Y N <br />U 00 <br />-0 <br />a) M <br />X CN U <br />� CD M <br />Q CN Q <br />Document Date: <br />Document Phase: <br />Construction Documents <br />rev. date remark <br />FOUNDATION <br />BASEMENT PLAN <br />A201 <br />The use of these plans and specifications is restricted to the original site for which they were prepared. Re -use, reproduction or publication by any method <br />in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. <br />