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NORTHFOUNDATION PLAN
<br />SCALE 1/8" = 1'-0"
<br />2B
<br />A099
<br />17'-0"
<br />C D F
<br />FC.9C.3
<br />4
<br />3
<br />2
<br />1
<br />2.7
<br />2.5
<br />20'-0"15'-0"1'-8"
<br />11'-0"
<br />2.1
<br />2
<br />1
<br />312'-0"10'-0"37'-0"10'-0"12'-0"4'-0"33'-0"13'-912"11'-11"12'-234"14'-734"FROM FACE OF FND WALL4'-8"8'-0"M.O.4'-0"8'-0"
<br />M.O.
<br />3'-0"3'-4"8'-8"
<br />M.O.
<br />16'-8"10'-4"4'-0"
<br />M.O.
<br />4'-8"14'-0"11'-4"
<br />WDW WELL 4'-0"1.3
<br />C.5
<br />10'-0"
<br />5'-4"
<br />B.8
<br />B.8
<br />10'-0"
<br />[2] HELICAL SCREW PIERS, FOR LOAD
<br />CALCULATION AND MIN BEARING CAPACITY
<br />OF PIER AND MOUNTING PLATE, SEE STRUCT
<br />B.9
<br />B.9
<br />FULL-DEPTH
<br />EXCAVATION
<br />8'-0"5'-4"
<br />4
<br />E
<br />CONC STRIP FOOTING, SEE STRUCT
<br />A
<br />A
<br />COMPLETELY BACKFILL W/ SOIL, COMPACT
<br />B
<br />B
<br />16'-0"
<br />7'-0"
<br />TO C/L OF PIER
<br />5
<br />5
<br />27'-0"
<br />47'-8"
<br />4
<br />REINFORCED CONC SLAB ON GRADE
<br />2X10 PT WD JOISTS,
<br />16" O.C., HANGER
<br />FOR RIM JOIST AND HELICAL SCREW PIER, SEE
<br />STRUCT FOR SIZE, LOAD CALCULATION AND MIN
<br />BEARING CAPACITY OF PIER AND MOUNTING PLATE
<br />WDW WELL20°CCWFOUNDATION PLAN NOTES
<br />GSF CALCULATION BY EXCAVATION TYPE
<br />GROSS SQ FT [GSF] = OUTSIDE FACE OF FOUNDATION WALLS
<br />FULL-DEPTH EXCAVATION
<br />2,429 GSF BASEMENT & STORAGE
<br />SLAB-ON-GRADE/STEM WALL
<br />1,287 GSF GARAGE
<br />GARAGE ROTATION
<br />1.GARAGE HAS BEEN ROTATED 20° CCW
<br />2.ROTATION SHOWN IN FLOOR PLANS ONLY. ELEVATIONS AND SECTIONS ARE
<br />DRAWN ORTHOGONALY FOR EASE OF UNDERSTANDING DRAWING INFORMATION
<br />N3N2N1L4L3L2L1
<br />> FOUNDATION, REQUIREMENTS [R401.2]
<br />FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF
<br />ACCOMMODATING ALL LOADS AND OF TRANSMITTING THE
<br />RESULTING LOADS TO THE SUPPORTING SOIL. SOILS THAT SUPPORT
<br />FOOTINGS AND FOUNDATIONS SHALL BE DESIGNED, INSTALLED AND
<br />TESTED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
<br />> GEOTECHNICAL EVALUATION [R401.4.1]
<br />IN LIEU OF A GEOTECHNICAL EVALUATION, THE FOLLOWING
<br />LOAD-BEARING VALUES SHALL BE ASSUMED [R401.4.1]:
<br />CRYSTALLINE ROCK 12,000 PSF
<br />SEDIMENTARY ROCK 4,000 PSF
<br />SANDY GRAVEL, GRAVEL [GROUP I]3,000 PSF
<br />SAND, GRAVEL, SILT, CLAY [GROUP II]2,000 PSF
<br />CLAY, SILT [GROUP III/IV]1,500 PSF
<br />WHERE SOILS WITH A BEARING CAPACITY OF LESS THAN 1,500 PSF
<br />ARE LIKELY PRESENT, LOAD BEARING CAPACITY SHALL BE
<br />DETERMINED BY A SOILS INVESTIGATION.
<br />> CONCRETE, COMPRESSIVE STRENGTH [TABLE R402.2]
<br />UNLESS SPECIFIED BY A STRUCTURAL ENGINEER, CONCRETE SHALL
<br />HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH IN THE
<br />FOLLOWING AREAS:
<br />FOOTINGS*5,000 PSI
<br />BASEMENT WALLS, FOUNDATIONS, SLABS 2,5OO PSI
<br />GARAGE SLABS 3,000 PSI
<br />*COMPRESSIVE STRENGTH OF 2,500 PSI, WITH AN APPROVED
<br />ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT
<br />LEAST EQUIVALENT TO 5,000 PSI CONCRETE.
<br />> FOOTINGS, GENERAL [R403.1]
<br />ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS SOLID
<br />OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS, CRUSHED
<br />STONE FOOTINGS, WOOD FOUNDATIONS, OR OTHER APPROVED
<br />STRUCTURAL SYSTEMS WHICH SHALL BE OF SUFFICIENT DESIGN TO
<br />ACCOMMODATE ALL LOADS AND TO TRANSMIT THE RESULTING
<br />LOADS TO THE SOIL WITHIN THE LIMITATIONS AS DETERMINED FROM
<br />THE CHARACTER OF THE SOIL. FOOTINGS SHALL BE SUPPORTED ON
<br />UNDISTURBED NATURAL SOILS OR ENGINEERED FILL.
<br />> VENTILATION [408.1]
<br />THE UNDER-FLOOR SPACE SHALL HAVE VENTILATION OPENINGS
<br />THROUGH FOUNDATION WALLS. THE NET AREA OF VENTILATION
<br />OPENINGS SHALL BE 1 SF [MIN] FOR EACH 150 SF OF UNDER-FLOOR
<br />SPACE. WHEN CLASS 1 VAPOR RETARDER IS USED, THE MINIMUM
<br />NET AREA OF VENTILATION OPENINGS SHALL BE 1 SF [MIN] FOR
<br />EACH 1,500 SF OF UNDER-FLOOR SPACE. ONE SUCH VENTILATING
<br />OPENING SHALL BE WITHIN 3' OF EACH CORNER OF THE BUILDING.
<br />> ACCESS, BELOW-FLOOR [R408.4]
<br />ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES.
<br />OPENINGS THROUGH A PERIMETER WALL SHALL BE 16"X24" [MIN].
<br />> REMOVAL OF DEBRIS [R408.5]
<br />THE UNDER-FLOOR GRADE SHALL BE CLEANED OF ALL VEGETATION,
<br />ORGANIC MATERIAL AND CONSTRUCTION MATERIALS BEFORE A
<br />BUILDING IS OCCUPIED.
<br />FOUNDATION SYSTEM SPECIFICATIONS MINNESOTA RESIDENTIAL CODE, 2015
<br />FOUNDATION & EXTERIOR WALL TYPES SEE FRAMING PLANS [A250-A253] FOR WALL TYPE TAGS
<br />POURED REINFORCED CONC
<br />[SEE A100 FOR SIZE]
<br />CMU
<br />12" EXT GRADE PLY WD
<br />VAPOR BARRIER
<br />RIGID INSUL
<br />LIQUID WATERPROOFING
<br />CLOSED CELL INSUL
<br />CMU
<br />[SEE A100 FOR SIZE]
<br />CMU
<br />LIQUID WATERPROOFING
<br />RIGID INSUL, EXT
<br />VAPOR BARRIER
<br />12" EXT GRADE PLY WD
<br />RIGID INSUL, INT
<br />CMU
<br />12" EXT GRADE PLY WD
<br />VAPOR BARRIER
<br />RIGID INSUL
<br />LIQUID WATERPROOFING
<br />RIGID INSUL, INT
<br />POURED REINFORCED CONC
<br />LIQUID WATERPROOFING
<br />DRAINAGE/PROTECTION MAT
<br />RIGID INSUL
<br />REINFORCED POURED CONC
<br />LIQUID WATERPROOFING
<br />DRAINAGE/PROTECTION MAT
<br />RIGID INSUL [EXT & INT]
<br />N4
<br />REINFORCED POURED CONC
<br />LIQUID WATERPROOFING
<br />DRAINAGE/PROTECTION MAT
<br />RIGID INSUL [EXT & INT]
<br />8" THICK
<br />N4
<br />8" THICK N4
<br />N4
<br />FOR PORCH FLOOR FRAMING SIZING
<br />AND ATTACHMENT, SEE STRUCT
<br />10" THICK
<br />N1
<br />15'-912" STRIP FTNG
<br />FROM FACE OF FND WALL
<br />8" THICK
<br />N2
<br />8" THICK
<br />N3 17'-1"STRIP FOOTING8" THICK
<br />N2
<br />8" THICK
<br />N1
<br />POURED REIN CONC FND WALL, SEE STRUCT2'-0"CONC STRIP FOOTING,
<br />SEE STRUCT
<br />2'-4"
<br />9'-0"
<br />SINGLE
<br />G
<br />A
<br />R
<br />A
<br />G
<br />E
<br />D
<br />R
<br />2'-6"
<br />16'-0"
<br />DOUBLE
<br />G
<br />A
<br />R
<br />A
<br />G
<br />E
<br />D
<br />R
<br />5'-0"
<br />3'-2"
<br />DR
<br />T.O. WALL
<br />+3'-4"4'-0"CONC FTNG,
<br />SEE STRUCT
<br />CONC FTNG, SEE STRUCT
<br />CONC STRIP FTNG, SEE STRUCT
<br />8" THICK
<br />N4
<br />CONC FTNG, SEE STRUCT
<br />FOR CONC STRIP FOOTING SIZE, SEE STRUCT
<br />REIN CONC PAD FOOTING,
<br />SEE STRUCT
<br />34'-8"
<br />52'-0"
<br />59'-0"15'-0"49'-0"63'-0"49'-0"45'-8"
<br />9'-1012"
<br />T.O. WALL
<br />+3'-4"T.O. FTNG0'-0"T.O. FTNG
<br />0'-0"
<br />T.O. WALL
<br />+5'-8"
<br />PLASTIC SUMP BASKET AND PUMP, 24" Ø, 2'-6" DEEP
<br />8" THICK
<br />N3
<br />T.O. FTNG
<br />0'-0"
<br />T.O. WALL
<br />9'-0"
<br />T.O. WALL
<br />9'-0"T.O. WALL9'-0"T.O. FTNG0'-0"T.O. WALL9'-0"2X10 PT LEDGER
<br />BLK'G AT MIDSPAN
<br />PERFORATED T-SHAPED RADON
<br />PIPE IN ROCK BED, FILTER FABRIC
<br />PVC RADON PIPE VENT UP
<br />STAIR WALL THRU ROOF CONC STRIP FOOTING,
<br />SEE STRUCT
<br />4" PERFORATED DRAIN TILE IN ROCK BED WRAPPED FILTER
<br />FABRIC, CONNECT INTR W/ EXT DRAIN TILE W/ PVC SLEEVE
<br />5'-11"
<br />CONC PAD FTNG, SEE STRUCT
<br />ROUTE DRAIN TILE TO DAYLIGHT
<br />WDW WELL FTNGS SAME
<br />DEPTH AS MAIN HOUSE
<br />CONC FTNG, SEE STRUCT
<br />INTR DRAIN TILE, CONT
<br />AT FTNG PERIMETER
<br />INTR DRAIN TILE, CONT
<br />AT FTNG PERIMETER
<br />INTR DRAIN TILE, CONT
<br />AT FTNG PERIMETER
<br />4'-0"PAD FOOT
<br />ING
<br />4'-0"
<br />PAD FO
<br />O
<br />TI
<br />N
<br />G14'-8"STRIP
<br /> FOOT
<br />ING
<br /> LENGTH9'-3"STRIP
<br /> FOOT
<br />ING
<br /> LENGTH4'-0"
<br />4'-0"13'-0
<br />"
<br />REIN POURED CONC STEM WALL,
<br />SEE STRUCT
<br />REIN CONC PAD FOOTING,
<br />SEE STRUCT 3'-0"
<br />2'-4 1 4 "
<br />9'-8"1'-7"4'-8"10'-10"15'-9"1'-73 4"
<br />4'-8"4'-8"18'-312"
<br />CONC PAD
<br />FOOTING,
<br />SEE STRUCT
<br />11'-6"4" PVC SLEEVE THRU FTNG, CONNECT INTR W/
<br />EXTR DRAIN TILE, SEAL PIPE PENETRATION
<br />4" PVC SLEEVE THRU FTNG,
<br />CONNECT INTR W/ EXTR DRAIN
<br />TILE, SEAL PIPE PENETRATION
<br />4" PVC SLEEVE THRU FTNG, CONNECT INTR
<br />W/ EXTR DRAIN TILE, SEAL PIPE PENETRATION 4'-0"13'-4"210 Bederwood Drive
<br />Orono, MN 55356
<br />COMM. NO.
<br />DATE
<br />DRAWN BY
<br />MAN2202
<br />25-APR-24
<br />DVL
<br />CHECKED BY DVL
<br />PROJECT ADDRESS
<br />DRAWING TITLE
<br />Manchester Residence
<br />New Construction
<br />PROJECT
<br />REVISONS
<br />SHEET NUMBER
<br />© 2024 david lund design
<br />CONTACT
<br />info@davidldesign.com
<br />(612) 209-0913
<br />MEASURED BY N/ADESIGN PHASEDRAWING DEVELOPMENT1345678910DESIGN REVIEW STATUS
<br />1 2 DONECONSTRUCTION DOCUMENT | 4/42EXST
<br />D E S I G N E D I N M I N N E A P O L I S
<br />a099
<br />Foundation Plan
<br />Reviewed for Code Compliance
<br />Nicole Post
<br />RPS223-000195
<br />6-12-24
<br />Replaces engineered stamped plans of
<br />5/15/24
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