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FOUNDATION PLAN SHOWN FOR
<br />LOCATION REFERENCE ONLY
<br />1
<br />S1
<br />REFERENCE PLAN
<br />CONCRETE PAD FOOTING SCHEDULE
<br />MARK FOOTING SIZE REINFORCEMENT EACH WAY
<br />F1 2'-0" x 2'-0" x 0'-8"NONE
<br />F2 2'-6" x 2'-6" x 0'-8"#5 BARS @ 12" O.C.
<br />LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING
<br />F2 FOOTINGS MAY BE 12" THICK UNREINFORCED
<br />F2
<br />20" WIDE x 8" DEEP
<br />CONCRETE STRIP
<br />FOOTING TYP. AT
<br />INTERIOR BEARING
<br />AND STAIR WALLS
<br />PROJECT SCOPE
<br />DESIGN OF CAST-IN-PLACE CONCRETE, STEEL, AND WOOD FRAMING FOR A PROPOSED SINGLE-FAMILY RESIDENCE.
<br />CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE
<br />REQUIREMENTS OF THE CODE.
<br />GENERAL NOTES
<br />1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY ESKUCHE DESIGN GROUP
<br />LAST DATED 10-24-24 FOR MORE INFORMATION.
<br />2.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP
<br />FOR REVIEW. PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOR TO CONSTRUCTION AND MATERIAL
<br />ACQUISITION.
<br />3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.
<br />4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK.
<br />NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.
<br />5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />FOUNDATION NOTES
<br />1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN
<br />ACCORDANCE WITH THE CODE.
<br />2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END AS
<br />APPLICABLE.
<br />3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALL
<br />HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.
<br />4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.
<br />5.BACKFILL BELOW EXTERIOR PATIO SLAB WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM).
<br />6.PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM AT TOP AND
<br />SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.
<br />7.RETAINING WALL TYPE FOUNDATION WALLS RELY ON SLAB-ON-GRADE FOR LATERAL SUPPORT. ADEQUATE TEMPORARY
<br />BRACING IS REQUIRED UNTIL SLAB IS PLACED AND CURED. BULKHEAD STEP ALL RETAINING WALL STYLE FOOTINGS. DO
<br />NOT JUMP FOOTINGS AT THESE LOCATIONS.
<br />8.SLAB TO BE INSTALLED TIGHT TO CONCRETE WALLS. IF INSULATION IS INSTALLED BETWEEN SLAB AND WALL, MUST BE
<br />ASTM C578 TYPE V (100 PSI COMPRESSIVE STRENGTH).
<br />9.SITE ELEMENTS INCLUDING LANDSCAPING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS
<br />UNLESS SPECIFICALLY NOTED.
<br />FRAMING NOTES
<br />1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWN MAY BE
<br />SUBSTITUTED WITH (2) 1¾"x7¼" LVL OR (3) 1¾"x5½" LVL AS REQUIRED.
<br />2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END AND TWO
<br />AT INTERMEDIATE SUPPORTS. ALL 2-PLY LVL AND GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OF TWO BEARING
<br />STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LVL AND GIRDER TRUSS MEMBERS ARE TO HAVE A
<br />MINIMUM OF THREE BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE
<br />NOT REQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED
<br />OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS.
<br />3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. EXTERIOR
<br />OPENINGS GREATER THAN EIGHT FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACH
<br />END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN FOURTEEN FEET IN WIDTH ARE TO HAVE
<br />A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. FOR CONTINUOUS
<br />BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THE HEADER.
<br />4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND
<br />POST BASES.
<br />5.CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.
<br />6.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICH MEETS
<br />OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 WSP AND CS-WSP.
<br />A.2x6 STUDS SPACED @ 16" O.C.
<br />B.WALL SHEATHING: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"
<br />O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING.
<br />7. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.
<br />A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.
<br />B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. OR TYPE
<br />S/W WALLBOARD SCREWS @ 16" O.C. MAX. (5 8" MINIMUM STUD PENETRATION)
<br />8. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.
<br />A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.
<br />B.FLOOR SHEATHING: 3 4" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"
<br />O.C. AT INTERMEDIATE SUPPORTS. VERIFY IF HOUSE PLANS REQUIRE THICKER MATERIAL. 118" PLYWOOD OR
<br />WARMBOARD WILL REPORTEDLY BE USED ON THE MAIN LEVEL.
<br />9. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.
<br />A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.
<br />B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP RT7 OR SIMPSON H2.5 CLIPS OR EQUIVALENT AND (4) 0.131"Ø
<br />x 3" TOENAILS.
<br />C.ROOF SHEATHING: 12" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"
<br />O.C. AT INTERMEDIATE SUPPORTS. VERIFY IF ROOFING OR HOUSE PLANS REQUIRE THICKER MATERIAL. LOW SLOPE
<br />ROOFS TO HAVE 3 4" MIN. STRUCTURAL PANEL SHEATHING.
<br />D.PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT ENERGY HEELS OR TOP AND BOTTOM BLOCKING SHEATHED
<br />PER FRAMING NOTE 6. BLOCKING TO EXTEND FROM WALL TOP PLATES TO WITHIN 2" OF ROOF SHEATHING.
<br />10. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. SQUASH BLOCKING TO BE 2x8
<br />MATERIAL AT OVERHUNG PLATES, EXCEPT AT PSL LOCATIONS.
<br />11.STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGERED EACH SIDE
<br />OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS AS REQUIRED FOR TOP FLANGE
<br />HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND AT ENDS TYP.
<br />12.FOR JOIST TO FLUSH STEEL BEAM CONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER TIGHT BETWEEN FLANGES AND
<br />BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED. HANGER JOISTS BY SUPPLIER.
<br />13.PROVIDE 14" FULL DEPTH WEB STIFFENER PLATES OR END PLATES EACH SIDE OF WEB OVER ALL STEEL BEAM SUPPORTS,
<br />DIRECTLY BELOW STACKED STEEL BEAMS, AND AT ENDS OF CANTILEVERS. STEEL COLUMN TOP AND BOTTOM PLATES
<br />ARE BY THE MANUFACTURER (R = 40 KIPS UNLESS NOTED OTHERWISE). STEEL SHEAR CLIP CONNECTIONS (R = 20 KIPS
<br />UNLESS NOTED OTHERWISE) ARE BY THE MANUFACTURER.
<br />14.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.
<br />15.ALL OTHER FASTENERS TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).
<br />16.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING / GYP
<br />BOARD AS NOTED ABOVE (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR).
<br />17.CUT PSL POSTS TO FIT EXCEPT AT STRUCTURAL BRACKETS. DO NOT BLOCK WITH WOOD PLATE MATERIAL, CRUSHING
<br />WOULD OCCUR. FASTEN STEEL BEAMS TO ALL POSTS / STUDS w/ (4) 14"Ø x 5" SIMPSON SDS OR EQUIVALENT STRUCTURAL
<br />WOOD SCREWS. WHERE TWO BEAMS BEAR AT ONE POST, TWO SCREWS PER BEAM ARE REQUIRED. AT BOTTOM, PSL TO
<br />BEAR DIRECTLY ON CONCRETE OR SOLIDLY GROUTED POST BASE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.
<br />18.A BRACED WALL REVIEW HAS BEEN PERFORMED. DUE TO FULL ENGINEERING PROVIDED, EXTERIOR BRACED WALLS ARE
<br />NOT SHOWN FOR CLARITY, BUT ARE COVERED BY CONTINUOUS SHEATHING AND CONNECTIONS NOTED ABOVE.
<br />INTERIOR BRACED WALL ELEMENTS AND CONNECTIONS ARE SHOWN IN THESE DRAWINGS AS REQUIRED, AS WELL AS
<br />ENGINEERED WIND RESISTING ELEMENTS THAT DO NOT MEET PRESCRIPTIVE CODE REQUIREMENTS.
<br />19.IT IS THE OPINION OF THE HANSON GROUP THAT THE FRONT PORCH AND SCREEN PORCH ARE PRIMARILY OPEN,
<br />NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING SYSTEM OF THE
<br />HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT POSTS.
<br />20.TALL WALLS ARE DESIGNED FOR H/180 DEFLECTION CRITERIA (SIDING). CONTACT THE HANSON GROUP IF ADDITIONAL
<br />STIFFNESS IS REQUIRED.
<br />21.TRUSS SUPPLIERS DESIGNING ELEMENTS TO SUPPORT CONCRETE OR STONE VENEER ARE TO USE 1.5 X DEAD LOAD
<br />PLUS LIVE LOAD AND L/600 DEFLECTION CRITERIA TO RESIST LONG TERM CREEP AND FINISHED MATERIAL DISTRESS.
<br />SIMILAR DESIGN REQUIREMENTS PERTAIN TO TRUSSES SUPPORTING HEARTH / MANTLE STONE.
<br />MATERIALS
<br />CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A
<br />WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)
<br />CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYS
<br />REINFORCING STEEL: ASTM A615 GRADE 60
<br />STRUCTURAL STEEL:ANGLES/MISC - ASTM A36 (Fy = 36KSI)
<br />TUBES - ASTM A500 Gr. B (Fy = 46 KSI)
<br />W SECTIONS - ASTM A992 (Fy = 50 KSI)
<br />AGGREGATE: FOOTINGS - 112" MAX
<br /> WALLS/SLABS - 3 4" MAX
<br />ON-SITE SOIL:SANDY-CLAY (GROUP II) ASSUMED
<br />geq = 45 PSF/FT (ACTIVE)
<br />IF CLAY SOILS ARE ENCOUNTERED, BACKFILL w/ SAND FULL HEIGHT
<br />BACKFILL SOIL:SAND (GROUP I)
<br />TO BE USED WHERE NOTED:
<br />geq = 30 PSF/FT (ACTIVE)
<br />WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTER
<br />WALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTER
<br />DIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTER
<br />TREATED LUMBER:SYP NO.2 GRADE OR BETTER
<br />TREATED GLULAM:SYP 26FV4
<br />LVL:13 4" WIDTH - Fb = 2600 PSI, E = 1,900,000 PSI
<br />LVL (2x6 ALT):112" WIDTH - 2.0E OR BETTER
<br />PSL:Fb = 2400 PSI, Fc = 2500 PSI, E = 1,800,000 PSI
<br />LSL STUDS:Fb = 1700 PSI, E = 1,300,000 PSI
<br />LSL STUDS (2x8):112" WIDTH - E = 1,500,000 PSI
<br />ALLOWABLE SOIL
<br />BEARING PRESSURE: 2,000 PSF (ASSUMED)
<br />Project Number:
<br />Date:S11Sheets: of
<br />DescriptionDateRevision
<br />5851 Cedar Lake Road
<br />Suite 202
<br />St. Louis Park, MN 55416
<br />Tel 612-708-3572
<br />www.hansongroupmn.com
<br />Print Name:
<br />Signed:
<br />License Number:
<br />Trevor Axner
<br />45470Date:
<br />I hereby certify that this plan, specification or report
<br />was prepared by me or under my direct supervision
<br />and that I am a duly Licensed Professional Engineer
<br />under the laws of the State of Minnesota.
<br />COPYRIGHT HANSON GROUP, LLC 2024©
<br />Eskuche Design Group
<br />18318 Minnetonka Blvd
<br />Deephaven, MN 55391
<br />2
<br />August 28, 2024
<br />4.128
<br />PLANS SHOWN LIGHT IN BACKGROUND ARE FOR
<br />LOCATION REFERENCE ONLY. PLAN NOTES AND
<br />ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br />SUPPORT THE HANSON GROUP'S DESIGN.
<br />BUILDER IS REQUIRED TO SEND FINAL TRUSS
<br />LAYOUT DRAWINGS TO THE HANSON GROUP
<br />PRIOR TO CONSTRUCTION FOR VERIFICATION OF
<br />LOAD PATHS AND FRAMING SIZES LISTED
<br />797 Ferndale Residence
<br />797 Ferndale Rd N
<br />Orono, MN
<br />10-29-24
<br />ABBREVIATIONS
<br />TYP.=TYPICAL
<br />SIM.=SIMILAR
<br />U.N.O.= UNLESS NOTED OTHERWISE
<br />O.C.= ON CENTER
<br />= CONTINUOUS OVER
<br />CODES
<br />2020 MINNESOTA RESIDENTIAL CODE
<br />LOADS
<br />ROOF LIVE LOAD: 35 PSF (SNOW)
<br />ROOF DEAD LOAD:20 PSF
<br />FLOOR LIVE LOAD:40 PSF
<br />FLOOR DEAD LOAD:15 PSF
<br />FLOOR DEAD LOAD:25 PSF AT TILE
<br />THIN STONE LOAD :25 PSF (2" MAX.)
<br />WIND LOAD:115 MPH ULTIMATE EXP. B 3'-6" MAX.VERIFY EXACTDIMENSIONS w/HOUSE PLANS6"
<br />MIN.
<br />SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />SLAB-ON-GRADE
<br />#4 HORIZ. BAR
<br />@ 24" O.C.
<br />8" MIN. C.I.P.
<br />CONCRETE WALL
<br />12"Ø x 10" LONG ANCHOR
<br />BOLTS (7" MIN. EMBED)
<br />@ 72" O.C. MAX.
<br /> WALL SECTION 7
<br />S1 LOOKOUT FOUNDATION WALL
<br />INSULATION BY OTHERS
<br />SEE HOUSE PLANS
<br />20" MIN. WIDE x 8" MIN.
<br />THICK CONCRETE FOOTING
<br />CENTERED UNDER WALL -
<br />LOWER AS REQ'D FOR
<br />FROST PROTECTION
<br />2x8 MIN. TREATED SILL
<br />PLATE w/ 112" MAX.
<br />OVERHANG
<br />#4 x 2'-0" DOWELS (5" MIN.
<br />EMBED) CENTERED IN
<br />WALL @ 24" O.C. DOWELS
<br />MUST BE WET SET OR
<br />DRILLED AND EPOXY
<br />GROUTED
<br /> WALL SECTION 8
<br />S1 RETAINING WALL TYPE
<br />STAIRWELL FOUNDATION WALL 11'-0"±VERIFY EXACT DIMENSIONS w/ HOUSE PLANS#4 HORIZ. BARS
<br />@ 24" O.C.
<br />VERTICAL BAR OPTIONS:
<br />#5 BARS @ 24" O.C.
<br />OR #6 BARS @ 36" O.C.
<br />#4 BARS @ END, MIDDLE,
<br />& BEND OF HOOK
<br />6'-4" HOOK OPTIONS:
<br />#5 HOOKS @ 12" O.C. OR
<br />#6 HOOKS @ 18" O.C.
<br />10" MIN. THICK C.I.P.
<br />CONCRETE FOOTING4'-0"2" TO VERTICAL
<br />BARS & HOOKS
<br />4'-0"3"SLAB-ON-GRADE
<br />LINE OF GRANULAR
<br />BACKFILL
<br />REQUIREMENTS
<br />100% GRANULAR
<br />OR GRAVEL
<br />BACKFILL
<br />w/ 6" CLAY
<br />CAP
<br />2'-0"1
<br />2 2'-4"
<br />FRAME WALL
<br />10" MIN. C.I.P. CONCRETE WALL
<br />6" MIN. WIDTH x 12" MAX. HEIGHT C.I.P.
<br />CONCRETE STEM WALLSLAB LEDGE
<br />12"Ø ANCHOR BOLTS
<br />(7" MIN EMBED) @ 72" O.C. MAX. -
<br />CENTER IN STEM TREATED 2x8 SILL PLATE w/ 112"
<br />MAX. OVERHANG
<br />(1) #4 HORIZ. BAR @ TOP AND
<br />BOTTOM OF STEM DOWELS
<br />SLAB-ON-GRADE 11'-0"± TYP.REDUCE WALL HEIGHTS 112" AT DROPPED TOP CHORD LOCATIONSVERIFY EXACT DIMENSIONS w/ HOUSE PLANS20" WIDE x 8" DEEP MIN.
<br />CONCRETE STRIP FOOTING
<br />#4 HORIZ. BARS @ 24" O.C.
<br />VERTICAL BAR OPTIONS:
<br />#5 BARS @ 18" O.C. OR
<br />#6 BARS @ 24" O.C.
<br />10" MIN. C.I.P.
<br />CONCRETE WALL
<br />2"
<br /> WALL SECTION 2
<br />S1 TYPICAL HOUSE FOUNDATION
<br />WALLS w/ TOP CHORD BEARING
<br />TRUSSES
<br />SIMPSON A35 CLIP BOTH SIDES
<br />OF TRUSS w/ (6) 8dx112" NAILS
<br />EACH LEG OF EACH CLIP
<br />2x8 MIN. SILL PLATE
<br />w/ 112" MAX. OVERHANG
<br />INSULATION BY OTHERS
<br />SEE HOUSE PLANS
<br />TOP-CHORD BEARING
<br />TRUSSES BY SUPPLIER
<br />@ 19.2" O.C. MAX.
<br />(2) 2x8 BLOCKING
<br />BETWEEN TRUSSES VERIFY IF TRUSSES
<br />REQUIRE WIDER SILL
<br />PLATE FOR BRG
<br />CLOSER TO WEB
<br />12"Ø ANCHOR BOLT (7" MIN. EMBED) w/
<br />NUT & 18" THICK x 2"Ø OR SQUARE
<br />WASHER @ 24" O.C. (23 4" FROM EDGES
<br />OF SILL / CONCRETE WALL)
<br />#4 x 2'-0" DOWELS @ 72" O.C.
<br />(5" MIN. EMBED) - IF SLAB IS NOTCHED
<br />AT 112" DROPPED LOCATIONS NOTED
<br />ON HOUSE PLANS, INCREASE DOWELS
<br />TO 12" O.C. SPACING
<br />SEE 3/S1 FOR TOP OF WALL CONNECTIONS
<br />AT FLOOR NON-BEARING WALL
<br />(2) 2x4 BLOCKING LAID
<br />FLAT IN FIRST TRUSS
<br />SPACE & 2x4 BLOCKING
<br />LAID FLAT IN SECOND
<br />TRUSS SPACE -
<br />TOENAIL EACH END
<br />FOR STABILITY
<br />TRUSSES BY SUPPLIER
<br />2x8 MIN. TREATED SILL PLATE
<br />w/ 112" MAX. OVERHANG
<br />(12) 0.131"Ø x 3" NAILS
<br />THRU SHEATHING TO BLOCKING
<br />FOUNDATION WALL
<br />SEE 2/S1
<br />12"Ø ANCHOR BOLT (7" MIN
<br />EMBED) w/ NUT & 18" THICK x
<br />2"Ø OR SQUARE WASHER @
<br />24" O.C. (23 4" FROM EDGES
<br />OF SILL / CONCRETE WALL)
<br /> (2) 2x8 BLOCKING BETWEEN
<br />PERPENDICULAR BLOCKING
<br /> WALL SECTION
<br />TYPICAL TOP OF WALL
<br />PARALLEL TO FRAMING
<br />TOP-CHORD BRG HEIGHT
<br />SIMPSON A35 CLIP BOTH SIDES OF
<br />BLOCKING w/ (6) 8dx112" NAILS EACH
<br />LEG OF EACH CLIP
<br />SPACE
<br />BLOCKING
<br />@ 24" O.C.3
<br />S1
<br />MAINTAIN 6" MIN. STEM
<br />AT LEDGES
<br />LEDGE AS REQ'D - VERIFY
<br />LOCATIONS w/ HOUSE PLANS
<br />SLAB-ON-GRADE
<br />#4 x 2'-0" DOWELS @ 72" O.C.
<br />(5" MIN. EMBED)
<br />20" WIDE x 8" DEEP MIN.
<br />CONCRETE STRIP FOOTING
<br />CENTERED UNDER WALL -
<br />LOWER AS REQ'D FOR
<br />FROST PROTECTION
<br />SLAB-ON-GRADE
<br />6" MIN.
<br />#4 HORIZ. BAR
<br />AT TOP OF WALL
<br />6" MIN. STEM - SEE HOUSE
<br />PLANS FOR HEIGHT
<br />SLOPE GRADE
<br />AWAY FROM
<br />FOUNDATION
<br />12"Ø x 10" LONG
<br />ANCHOR BOLTS
<br />(7" MIN. EMBED)
<br />@ 72" O.C. MAX.
<br />2x6 TREATED SILL PLATE
<br />w/ NO OVERHANG
<br />8" MIN. C.I.P. CONCRETE WALL
<br />2" MIN. SLAB LEDGE
<br /> WALL SECTION 6
<br />S1 FROST DEPTH FOUNDATION
<br />WALL - GARAGE
<br />7
<br />S1
<br />TYP.
<br />LOOKOUT
<br />2S1TYP.HOUSETC BRGSLAB-ON-GRADE 9'-3"±VERIFY EXACT DIMENSIONS w/ HOUSE PLANS#4 x 2'-0" DOWELS @ 72" O.C.
<br />(5" MIN. EMBED)
<br />20" WIDE x 8" DEEP MIN.
<br />CONCRETE STRIP FOOTING -
<br />LOWER FOOTING FOR FROST
<br />PROTECTION AS REQ'D
<br />#4 HORIZ. BARS @ 24" O.C.VERTICAL BAR OPTIONS:
<br />#5 BARS @ 24" O.C. OR
<br />#6 BARS @ 36" O.C.
<br />8" MIN. C.I.P. CONCRETE WALL
<br />2"
<br /> WALL SECTION 4
<br />S1 TYPICAL HOUSE FOUNDATION
<br />WALLS w/ BOTTOM CHORD
<br />BEARING TRUSSES
<br />6"
<br />MIN.
<br />FLOOR TRUSSES BY
<br />SUPPLIER @ 19.2" O.C. MAX.
<br />(TO BE DESIGNED FOR
<br />PLATE OVERHANG)
<br />SIMPSON A35 FRAMING ANGLE
<br />EITHER SIDE OF TRUSS w/ (6) 8d x
<br />112" NAILS EACH LEG OF EACH
<br />ANGLE AND (3) 0.131" x 3" TOENAILS
<br />SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />2x8 MIN. TREATED SILL PLATE
<br />w/ 112" MAX. OVERHANG
<br />12"Ø ANCHOR BOLT (7" MIN. EMBED)
<br />w/ NUT & 18" THICK x 2"Ø OR SQUARE
<br />WASHER @ 36" O.C. (23 4" FROM
<br />EDGES OF SILL / CONCRETE WALL)
<br />INSULATION BY OTHERS
<br />SEE HOUSE PLANS
<br />POSTS TO HAVE 112" MAX. OVERHANG TYP. -
<br />WIDEN WALLS AS REQ'D - VERIFY BOLT
<br />CLEARANCE REQUIRED FOR SELECTED
<br />POST BASE - DO NOT PLACE FROST
<br />SUSCEPTIBLE SOIL BELOW OVERHUNG EDGE
<br />F1 4S1TYP.HOUSEBC BRGTHIS WALLONLY3
<br />S1TYP.
<br />HOUSE
<br />TC NON-BRG
<br />6S1TYP.FROST5
<br />S1
<br />TALL LOOKOUT
<br />2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/ #3 BARS
<br />@ 24" O.C. EACH WAY & PROVIDE #4 x 4'-0"
<br />HOOKS SHOWN @ 24" O.C. IN FOUNDATION
<br />WALLS AROUND PERIMETER AS APPLICABLE
<br />AND CAST INTO INDICATED PORTION OF SLAB
<br />6
<br />S2
<br />TYP.
<br />LOW GRADE
<br />Plan Updates10-29-241
<br />5'-6" MAX.VERIFY EXACTDIMENSIONS w/HOUSE PLANS6"
<br />MIN.
<br />SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />SLAB-ON-GRADE
<br />#4 HORIZ. BAR
<br />@ 24" O.C.
<br />8" MIN. C.I.P.
<br />CONCRETE WALL
<br />12"Ø x 10" LONG ANCHOR
<br />BOLTS (7" MIN. EMBED)
<br />@ 72" O.C. MAX. - 48" O.C.
<br />AT TALL STAIR WALLS
<br /> WALL SECTION 5
<br />S1 TALL LOOKOUT FOUNDATION WALL
<br />INSULATION BY OTHERS
<br />SEE HOUSE PLANS
<br />24" MIN. WIDE x 8" MIN.
<br />THICK CONCRETE FOOTING
<br />CENTERED UNDER WALL -
<br />LOWER AS REQ'D FOR
<br />FROST PROTECTION
<br />2x8 MIN. TREATED SILL
<br />PLATE w/ 112" MAX.
<br />OVERHANG
<br />#4 x 4'-0" HOOKED
<br />DOWELS (5" MIN.
<br />EMBED) CENTERED
<br />IN WALL @ 18" O.C.
<br />F1 F1
<br />RELATIVELY LEVEL
<br />GRADE w/ GARAGE
<br />SLAB AT THIS
<br />CORNER - VERIFY
<br />10'-0"±
<br />SLAB-ON-GRADE
<br />- SEE 1/S1 FOR
<br />ADDITIONAL
<br />SLAB / HOOK
<br />REQUIREMENTS
<br />NOT SHOWN
<br />FOR CLARITY8S1TYP.STAIRF2F2
<br />3'-6"0'-6"
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