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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
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<br />17HD
<br />17HD
<br />17HD
<br />18HD
<br />18HD
<br />17HD
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<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
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<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
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<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
|