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9'-3"8'-6"9'-3" <br />10'-9 1/2" <br />10'-9 1/2"2'-2 3/4" <br />10'-9 1/4" <br />8'-2" <br />2'-7 1/4" <br />10'-0 3/4" <br />10'-5 1/2"16'-6 1/2"20'-0" <br />26'-0" <br />24'-0" <br />4'-0" <br />39'-0" <br />45'-5 1/2" <br />3'-4" <br />14'-0" <br />2'-0" <br />11'-0"9'-0" <br />28'-0" <br />17'-0" <br />8'-11" <br />11" <br />10'-0"17'-0"13'-10" <br />21'-2" <br />7 <br />' <br />- <br />1 <br />" <br />3'-9 1/2" <br />2'-0" <br />16'-0" <br />1 6 '-0 " <br />53'-11" <br />87'-9 1/2" <br />47'-0" <br />30'-10" <br />5'-9 1/2" <br />11'-2" <br />12'-0" <br />8'-2 1/2" <br />2'-9" <br />1'-6" <br />2'-10" <br />1'-6" <br />6'-11 1/2" <br />1'-6" <br />4'-1 1/2" <br />7'-4"16'-0"11'-1 1/2"1'-6"16'-7"9'-5 1/2" <br />1'-6" <br />6'-2 1/2" <br />1'-6" <br />21'-2 1/2" <br />11'-1 1/2" <br />16'-7"1'-6"10'-7 1/2" <br />18'-1"10'-0 1/2"11'-7" <br />12'-0 3/4" <br />4'-2" <br />3'-0" <br />0'-3" <br />3'-0" <br />2'-9" <br />3'-0" <br />0'-3" <br />3'-0" <br />2 '-7 " <br />6 '-0 " <br />7 '-5 " <br />3'-9"3'-0" <br />0'-3" <br />3'-0" <br />0'-3" <br />3'-0"3'-9" <br />9' <br />-0" <br />9'-3" <br />2'-9" <br />9'-3" <br />2'-4 1/2" <br />SLOPE GARAGE FLOOR <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A51 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />1 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />7 <br />A5 <br />7 <br />A5 <br />7 <br />A5 <br />7 <br />A5 <br />7 <br />A5 <br />7 <br />A5 <br />7 <br />A5 <br />7 <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />2 <br />A5 <br />2 <br />A5 <br />2 <br />A5 <br />2 <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />5A <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />6 <br />A5 <br />17HD <br />17HD <br />17HD <br />18HD <br />18HD <br />17HD <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />8 <br />A4 <br />SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE <br />COMPACTION. IT IS STRONGLY RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A <br />GEOTECHNICAL CONSULTANT. <br />UNDERSLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN., 25 PSI COMPRESSIVE <br />STRENGTH UNDER SLAB. IF USED, PROVIDE AND INSTALL PER INSULATION MANUFACTURER'S <br />RECOMMENDATIONS. <br />SLAB THICKNESS: USE 4" MIN. <br />REINFORCEMENT: USE ANY OF THE FOLLOWING: <br />MIN., #3 REBAR AT 24" OC, EACH WAY, CENTERED IN SLAB. <br />WELDED WIRE FABRIC, MIN., W2.9, 6"X6" (6 GA.), CENTERED IN SLAB. SPLICES OVERLAP 8" MIN. <br />FIBERMESH PER MANUFACTURER'S RECOMMENDATION. <br />HELIX MICRO REBAR, MIN., 5 LBS. PER CUBIC YARD. <br />CONTROL JOINTS: MAXIMUM RECOMMENDED SPACING = 8' OC, EACH WAY. THIS IS A NON- <br />STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. <br />VAPOR BARRIER: SUGGEST A MIN., 6 MIL., PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS. THIS <br />IS A NON-STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL <br />DESIGNER. <br />95S - SLAB95S - SLAB <br />ALT 1 – HOLDOWN – EMBEDDED STRAP TYPEALT 1 – HOLDOWN – EMBEDDED STRAP TYPE <br />MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. <br />HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION. <br /> FOR RIM JOIST CONDITION USE LSTHD8RJ. <br />NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. <br />STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. <br />ALT 2 – HOLDOWN – BOLT TYPE ALT 2 – HOLDOWN – BOLT TYPE <br />HOLDOWN: USE HDU2. <br />LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE <br />ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND <br />3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, <br />BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. <br />IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE <br />EMBEDMENT, CENTERED IN STEM WALL. <br />17 HD - HOLDOWN - EMBEDDED STRAP TYPE17 HD - HOLDOWN - EMBEDDED STRAP TYPE <br />HOLDOWN: USE HDU11. GOOD FOR 9335 LB. <br />STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER. <br />ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON <br />EMBEDDED END. MIN EMBEDMENT = 24". <br />IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" <br />COVER AT BOTTOM OF FOOTING. <br />IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR. <br />18 HD - HOLDOWN - BOLT TYPE18 HD - HOLDOWN - BOLT TYPE <br />WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. <br />HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO <br />ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. <br />WSW SITS ON WSW-MSK  KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR <br />JOISTS MAY HANG ON WSW. <br />ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL <br />SECTION MAY BE FILLED IN WITH STANDARD FRAMING. <br />POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS <br />NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. <br />TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL. <br />CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS. <br />CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW. <br />AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW. <br />SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. <br />BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT. <br />8ASW - SIMPSON WOOD SHEARWALL8ASW - SIMPSON WOOD SHEARWALL <br />WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. <br />HEIGHT:  FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT <br />TO HEIGHT AS NECESSARY. NOTE WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR <br />TO FRAME AROUND WSW. <br />ALIGNMENT: ALIGN WITH 8A SW ABOVE. <br />POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY <br />TO FLUSH UP WITH REMAINDER OF WALL. <br />TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE, <br />AND SDS ANGLED LAGS THAT COME WITH THE WSW. <br />ALSO USE WSW-TOW PLATE ON OUTSIDE. <br />THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS <br />CONNECTED TO THE BOTTOM OF THE WSW ABOVE WITH WSW-MSK KIT. <br />SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. <br />BOTTOM CONNECTION: <br />WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING <br />BOTTOM REBAR AND USE DOUBLE NUT AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST <br />USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW. <br />8BSW - SIMPSON WOOD SHEARWALL8BSW - SIMPSON WOOD SHEARWALL <br />GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. <br />USE WSW18. WIDTH = 18" <br />9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS <br />GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. <br />ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF <br />ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH <br />HUC W/ SCREWS.  REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD <br />FRAMING. <br />USE WSW24. WIDTH = 24" <br />ANCHOR BOLT DIAMETER = 1" <br />10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS <br />4" CONCRETE SLAB - 890 SQ.FT. <br />DOOR BUCK OUT <br />DOOR BUCK OUT <br />4" CONCRETE SLAB - 78 SQ.FT. <br />4" CONCRETE SLAB - 357 SQ.FT. <br />4" CONCRETE SLAB - 598 SQ.FT. <br />24" X 24" X 8" <br />WITH (3) #4 EW <br />POST FOOTING <br />THICKENED SLAB <br />FOOTING <br />THICKENED SLAB <br />FOOTING <br />THICKENED SLAB <br />FOOTING <br />THICKENED SLAB <br />FOOTING <br />THICKENED SLAB <br />FOOTING <br />THICKENED SLAB <br />FOOTING <br />4" CONCRETE SLAB - <br />1,236 SQ.FT. <br />THICKENED SLAB <br />FOOTING <br />THICKENED SLAB <br />FOOTING <br />24" X 24" X 8" <br />WITH (3) #4 EW <br />POST FOOTING <br />24" X 24" X 8" <br />WITH (3) #4 EW <br />POST FOOTING <br />24" X 24" X 8" <br />WITH (3) #4 EW <br />POST FOOTING <br />24" X 24" X 8" <br />WITH (3) #4 EW <br />POST FOOTING <br />24" X 24" X 8" <br />WITH (3) #4 EW <br />POST FOOTING <br />24" X 24" X 8" <br />WITH (3) #4 EW <br />POST FOOTING <br />24" X 24" X 8" <br />WITH (3) #4 EW <br />POST FOOTING <br />SIM. <br />8BSW <br />9BSW <br />10BSW <br />LI <br />N <br />E <br /> <br />O <br />F <br /> <br />D <br />E <br />C <br />K <br /> <br />A <br />B <br />O <br />V <br />E <br />FOUNDATION PLAN <br />OPTIONAL LANDSCAPE <br />RETAINING WALL -TBD <br />OPTIONAL LANDSCAPE <br />RETAINING WALL -TBD <br />SIDEWALK <br />FEATURE TBD. <br />CONCRETE STEPS <br />FRAMED STEPS <br />OPTIONAL LANDSCAPE <br />RETAINING WALL -TBD <br />GARAGE APRON - SIZE AND <br />CONFIGURATION TBD. <br />4" CONCRETE <br />SLAB - 23 SQ.FT. <br />4" CONCRETE <br />SLAB - 54 SQ.FT. <br />FRAMED LANDING PLANTERPLANTER <br />FOUNDATION NOTES <br />TYPICAL FOUNDATION BOLT <br />2 X 6 WALL <br />TYPICAL <br />FRAMED <br />WALL <br />7/16 OSB <br />3" X 3" X .25" <br />BEARING <br />PLATE <br />5/8" X 12" <br />ANCHOR BOLT <br />TYP. <br />FOUNDATION <br />WALL <br />TYPICAL FOUNDATION <br />BOLT PLACEMENT <br />1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. <br />2.GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS (ON THE <br />EXTERIOR OF THE FOOTINGS) SHOULD SLOPE DOWN AT A 5 PERCENT <br />MINIMUM SLOPE. THIS MUST CONTINUE FOR AT LEAST 10 FEET. <br />3.IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD BEARING <br />VALUES IN IRC TABLE R401.4.1 SHALL BE ASSUMED. <br />4.FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW <br />PREVIOUSLY UNDISTURBED SOIL. FOOTINGS ALSO MUST EXTEND AT LEAST 12 <br />INCHES BELOW THE FROST LINE (THE DEPTH TO WHICH THE GROUND <br />FREEZES IN WINTER) OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD <br />HAVE A MINIMUM WIDTH OF 12". <br />5.TOP OF THE FOOTINGS MUST BE LEVEL; NO EXCEPTIONS. PREFERENCE FOR <br />THE BOTTOM OF THE FOOTING IS THAT IT IS LEVEL. EXCEPTION: IF BUILDING <br />ON A SLOPED GRADE, YOU CAN STEP THE FOOTING AS MUCH AS 1 UNIT <br />VERTICAL PER 10 UNITS HORIZONTAL (OR A 10 PERCENT SLOPE). <br />6.ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS <br />OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18" X 24". <br />OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN 16" X 24". <br />WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS IS BELOW GRADE, <br />AN AREAWAY OF NOT LESS THEN 16" X 24" SHALL BE PROVIDED. THE BOTTOM <br />OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS <br />OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR <br />TO THE RESIDENCE. <br />7.FOUNDATION VENTS - THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF <br />THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE <br />OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH <br />FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF <br />VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR <br />EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE <br />GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. <br />WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET <br />AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT <br />FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH <br />VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE <br />BUILDING. <br />8.WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON <br />CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN <br />ACCORDANCE WITH THIS SECTION. COLD-FORMED STEEL FRAMING SHALL BE <br />ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL <br />PLATES ANCHORED TO THE FOUNDATION. ANCHORAGE OF COLD-FORMED <br />STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL <br />FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION <br />R505.3.1 OR R603.3.1. SEE SHEARWALL TABLE FOR SILL PLATE CONNECTIONSEE SHEARWALL TABLE FOR SILL PLATE CONNECTION <br />TO FOUNDATION.TO FOUNDATION. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED <br />AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND <br />R318. <br />12" MAXIMUM <br />9" MINIMUM <br />FROM END OF PLATE <br />MINIMUM OF (2) <br />BOLTS PER PIECE <br />FOR SPACING SEE <br />SHEARWALL SCHEDULE <br />1/4" = 1' <br />CHIEF ARCHITECT X12 <br />TH <br />E <br /> <br />I <br />N <br />F <br />O <br />R <br />M <br />A <br />T <br />I <br />O <br />N <br />, <br /> <br />P <br />L <br />A <br />N <br />S <br />, <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />N <br />O <br />T <br />E <br />S <br /> <br />A <br />N <br />D <br /> <br />A <br />R <br />R <br />A <br />N <br />G <br />E <br />M <br />E <br />N <br />T <br />S <br /> <br />S <br />H <br />O <br />W <br />N <br /> <br />O <br />N <br /> <br />T <br />H <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br /> <br />C <br />O <br />N <br />F <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />AN <br />D <br /> <br />M <br />A <br />Y <br /> <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />R <br />E <br />P <br />R <br />O <br />D <br />U <br />C <br />E <br />D <br /> <br />I <br />N <br /> <br />W <br />H <br />O <br />L <br />E <br /> <br />O <br />R <br /> <br />I <br />N <br /> <br />P <br />A <br />R <br />T <br /> <br />W <br />I <br />T <br />H <br />O <br />U <br />T <br /> <br />T <br />H <br />E <br /> <br />E <br />X <br />P <br />R <br />E <br />S <br />S <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />P <br />E <br />R <br />M <br />I <br />S <br />S <br />I <br />O <br />N <br /> <br />O <br />F <br />ST <br />R <br />A <br />N <br />D <br />B <br />E <br />R <br />G <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />I <br />N <br />C <br />. <br /> <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />N <br />O <br />T <br />E <br />D <br /> <br />A <br />S <br /> <br />P <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />, <br /> <br />S <br />C <br />H <br />E <br />M <br />A <br />T <br />I <br />C <br />, <br /> <br />A <br />N <br />D <br />/ <br /> <br />O <br />R <br /> <br /> <br />C <br />O <br />N <br />C <br />E <br />P <br />T <br /> <br />C <br />O <br />N <br />T <br />A <br />I <br />N <br />IN <br />F <br />O <br />R <br />M <br />A <br />T <br />I <br />O <br />N <br /> <br />T <br />H <br />A <br />T <br /> <br />I <br />S <br /> <br />C <br />O <br />N <br />C <br />E <br />P <br />T <br />U <br />A <br />L <br /> <br />A <br />N <br />D <br /> <br />S <br />U <br />B <br />J <br />E <br />C <br />T <br /> <br />T <br />O <br /> <br />C <br />H <br />A <br />N <br />G <br />E <br />. <br /> <br /> <br />T <br />H <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />E <br />R <br /> <br />M <br />A <br />K <br />E <br />S <br /> <br />N <br />O <br /> <br />C <br />L <br />A <br />I <br />M <br /> <br />F <br />O <br />R <br /> <br />A <br />C <br />C <br />U <br />R <br />A <br />C <br />Y <br />OF <br /> <br />C <br />O <br />N <br />C <br />E <br />P <br />T <br />U <br />A <br />L <br /> <br />I <br />N <br />F <br />O <br />R <br />M <br />A <br />T <br />I <br />O <br />N <br /> <br />O <br />R <br /> <br />O <br />F <br /> <br />I <br />N <br />F <br />O <br />R <br />M <br />A <br />T <br />I <br />O <br />N <br /> <br />S <br />U <br />P <br />P <br />L <br />I <br />E <br />D <br /> <br />B <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br />S <br />. <br />INITIAL <br />: <br />OWNER APPROVAL <br />PROJECT / CLIENT INFO <br />22--1166--2222 <br />1/4" = 1" <br />J.SYKORA <br />OF: <br />PAGE <br />: <br />BUILDER INFO: <br />Wednesday, February 16, 2022 <br />PRINTED: <br />HUMERICKHOUSE <br />RESIDENCE <br />FILE: <br />C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - <br />Blueprint FINAL.layout <br />DRAWN BY: <br />SCALE <br />DATE <br />A3 <br />FOUNDATION PLAN <br />4210 NAVIGATOR LANE, ANACORTES <br />22 <br />2/16/22