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FOUNDATION PLAN SHOWN FOR
<br />LOCATION REFERENCE ONLY
<br />1
<br />S1
<br />REFERENCE PLAN
<br />PROJECT SCOPE
<br />DESIGN OF CAST-IN-PLACE CONCRETE, STEEL, AND WOOD FRAMING FOR A PROPOSED
<br />SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE
<br />DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.
<br />GENERAL NOTES
<br />1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED
<br />BY ESKUCHE DESIGN GROUP LAST DATED 4-8-24 FOR MORE INFORMATION.
<br />2. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD
<br />CHANGES TO THE HANSON GROUP FOR REVIEW. PROVIDE FINAL TRUSS LAYOUTS TO
<br />THE HANSON GROUP PRIOR TO CONSTRUCTION AND MATERIAL ACQUISITION.
<br />3. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE
<br />CONTRACTOR.
<br />4. CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE
<br />PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.
<br />5. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE
<br />CONTRACTOR.
<br />FOUNDATION NOTES
<br />1. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS
<br />THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.
<br />2. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN
<br />ANCHOR WITHIN 12" OF EACH END AS APPLICABLE.
<br />3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48"
<br />MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND
<br />INTERSECTIONS.
<br />4. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.
<br />5. BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO
<br />FROST DEPTH (4'-0" MINIMUM).
<br />6. PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED
<br />BY FLOOR SYSTEM AT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY
<br />BRACING.
<br />7. PRECAST PLANK IS TO BE IN PLACE, DOWELED, AND GROUTED PRIOR TO BACKFILLING OF
<br />SUPPORTING FOUNDATION WALLS. FOUNDATION WALLS ARE TO BE LATERALLY
<br />SUPPORTED BY SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.
<br />8. PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT & TOPPING DEAD LOAD
<br />PLUS A LIVE LOAD OF 50 PSF OR A 2,000 LB CONCENTRATED LOAD.
<br />9. SITE ELEMENTS INCLUDING LANDSCAPING RETAINING WALLS ARE NOT INCLUDED IN THE
<br />SCOPE OF THESE DRAWINGS UNLESS SPECIFICALLY NOTED.
<br />FRAMING NOTES
<br />1. ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10
<br />MEMBERS SHOWN MAY BE SUBSTITUTED WITH (2) 1¾"x7¼" LVL OR (3) 1¾"x5½" LVL AS
<br />REQUIRED.
<br />2. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE
<br />BEARING STUD AT EACH END AND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LVL AND
<br />GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH
<br />END AND AT INTERMEDIATE SUPPORTS. 3-PLY LVL AND GIRDER TRUSS MEMBERS ARE TO
<br />HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND AT INTERMEDIATE
<br />SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LVL SUBSTITUTED
<br />FOR STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON
<br />PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT
<br />REQUIREMENTS.
<br />3. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT
<br />EACH END. EXTERIOR OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A
<br />MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS
<br />NOTED. EXTERIOR OPENINGS GREATER THAN TEN FEET IN WIDTH ARE TO HAVE A
<br />MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS
<br />NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING
<br />STUDS IS THE FULL LENGTH OF THE HEADER.
<br />4. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST
<br />HANGERS, CLIPS, POST CAPS, AND POST BASES.
<br />5. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER
<br />REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING
<br />CRITERIA, U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION
<br />R602.10.4 WSP (TYP.) AND CS-WSP (LOCATIONS NOTED IN 'C' ONLY).
<br />A. 2x6 STUDS SPACED @ 16" O.C.
<br />B. WALL SHEATHING: 1" ZIP SYSTEM R-SHEATHING w/ 0.131" x 212" SHANK NAILS @ 4" O.C
<br />AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 2" LONG 16 GAUGE
<br />STAPLES @ 3" / 6" SPACING UNLESS NOTED OTHERWISE.
<br />C. IN ALL ENGINEERED SHEAR WALL DETAILS (9/S2, 1/S3, 2/S3, 3/S3, 4/S3, & 6/S3) WALL
<br />SHEATHING TO BE: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ FASTENING AS
<br />NOTED IN DETAIL. FOR ADDITIONAL USE OF THESE PANELS PROVIDE 8d COMMON
<br />NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4"
<br />16 GAUGE STAPLES @ 3" / 6" SPACING UNLESS NOTED OTHERWISE.
<br />7. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING
<br />CRITERIA, U.N.O.
<br />A. 2x4 OR 2x6 STUDS SPACED @ 16" O.C.
<br />B. WALL SHEATHING:
<br />12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d
<br />COOLER NAILS @ 8" O.C. MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX.
<br />(5 8" MINIMUM STUD PENETRATION)
<br />8. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING
<br />CRITERIA.
<br />A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.
<br />B. FLOOR SHEATHING:
<br />3 4" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6"
<br />O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.
<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
<br />OR EQUIVALENT AND (4) 0.131"Ø x 3" TOENAILS.
<br />C. ROOF SHEATHING:
<br />12" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @
<br />6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. VERIFY IF
<br />ROOFING OR HOUSE PLANS REQUIRE THICKER MATERIAL. LOW SLOPE ROOFS TO
<br />HAVE 3 4" MIN. STRUCTURAL PANEL SHEATHING.
<br />D. PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT ENERGY HEELS OR TOP AND
<br />BOTTOM BLOCKING SHEATHED PER FRAMING NOTE 6. BLOCKING TO EXTEND FROM
<br />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.
<br />SQUASH BLOCKING TO 2x8 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
<br />BOLTS STAGGERED EACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM.
<br />INCREASE PLATE THICKNESS AS REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP
<br />FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND AT
<br />ENDS TYP.
<br />12. FOR JOIST TO FLUSH STEEL BEAM CONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER
<br />TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C.
<br />STAGGERED. HANGER JOISTS BY SUPPLIER.
<br />13. PROVIDE
<br />14" FULL DEPTH WEB STIFFENER PLATES OR END PLATES EACH SIDE OF WEB
<br />OVER ALL STEEL BEAM SUPPORTS, DIRECTLY BELOW STACKED STEEL BEAMS, AND AT
<br />ENDS OF CANTILEVERS. STEEL COLUMN TOP AND BOTTOM PLATES ARE BY THE
<br />MANUFACTURER (R = 40 KIPS UNLESS NOTED OTHERWISE). STEEL SHEAR CLIP
<br />CONNECTIONS (R = 20 KIPS 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
<br />FASTENED TO SHEATHING / GYP BOARD AS NOTED ABOVE (12" O.C. MAX. AT EXTERIOR
<br />AND 16" O.C. MAX. AT INTERIOR).
<br />17. CUT PSL POSTS TO FIT EXCEPT AT STRUCTURAL BRACKETS. DO NOT BLOCK WITH WOOD
<br />PLATE MATERIAL, CRUSHING WOULD OCCUR. FASTEN STEEL BEAMS TO ALL POSTS /
<br />STUDS w/ (4) 14"Ø x 5" SIMPSON SDS OR EQUIVALENT STRUCTURAL WOOD SCREWS.
<br />WHERE TWO BEAMS BEAR AT ONE POST, TWO SCREWS PER BEAM ARE REQUIRED. AT
<br />BOTTOM, PSL TO BEAR DIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/
<br />MEMBRANE.
<br />18. A BRACED WALL REVIEW HAS BEEN PERFORMED. DUE TO FULL ENGINEERING PROVIDED,
<br />EXTERIOR BRACED WALLS ARE NOT SHOWN FOR CLARITY, BUT ARE COVERED BY
<br />CONTINUOUS SHEATHING AND CONNECTIONS NOTED ABOVE. INTERIOR BRACED WALL
<br />ELEMENTS AND CONNECTIONS ARE SHOWN IN THESE DRAWINGS AS REQUIRED, AS WELL
<br />AS ENGINEERED WIND RESISTING ELEMENTS THAT DO NOT MEET PRESCRIPTIVE CODE
<br />REQUIREMENTS.
<br />19. IT IS THE OPINION OF THE HANSON GROUP THAT THE COVERED ENTRY, SCREENED
<br />PORCH, AND DECK ARE PRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE
<br />EXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING SYSTEM OF THE HOME.
<br />PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT POSTS AND TENSION CONNECTORS
<br />AR LEDGERS.
<br />20. TALL WALLS ARE DESIGNED FOR H/180 DEFLECTION CRITERIA (SIDING), H/240
<br />DEFLECTION CRITERIA (STONE), AND H/360 DEFLECTION CRITERIA (STUCCO). CONTACT
<br />THE HANSON GROUP IF ADDITIONAL STIFFNESS IS REQUIRED.
<br />21. TRUSS SUPPLIERS DESIGNING ELEMENTS TO SUPPORT CONCRETE OR STONE VENEER
<br />ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD AND L/600 DEFLECTION CRITERIA TO
<br />RESIST LONG TERM CREEP AND FINISHED MATERIAL DISTRESS. SIMILAR DESIGN
<br />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
<br />APPROVED ADMIXTURE THAT PROVIDES A WATER AND
<br />VAPOR RESISTANCE AT LEAST EQUIVALENT TO
<br />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):LP SOLIDSTART - 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 />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 />F3 3'-0" x 3'-0" x 1'-0"
<br />#5 BARS @ 12" O.C.
<br />F4 3'-6" x 3'-6" x 1'-0"#5 BARS @ 12" O.C.
<br />F5 4'-0" x 4'-0" x 1'-0"
<br />#5 BARS @ 12" O.C.
<br />F6 4'-6" x 4'-6" x 1'-0"
<br />#5 BARS @ 12" O.C.
<br />LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING
<br />F2 FOOTING MAY BE 12" THICK UNREINFORCED
<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 />3
<br />March 22, 2024
<br />4.089
<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 />Saga Hill Residence
<br />4423 N Shore Dr
<br />Orono, MN
<br />HEADER TO
<br />SUPPORT
<br />WOOD FRAMING
<br />- SEE PLAN
<br />ADEQUATE
<br />FLASHING &
<br />WATERPROOFING
<br />BY OTHERS
<br />MEMBRANE
<br />AND
<br />INSULATION
<br />BY OTHERS
<br /> DETAIL
<br />WOOD FRAMING
<br />CONNECTIONS TO PRECAST
<br />AT LOWER OVERHEAD DOOR
<br />7
<br />S1
<br />FOUNDATION
<br />WALL BEYOND
<br />SEE 6/S1
<br />CONCRETE PLANK
<br />PROVIDE SIMPSON HM9KT @
<br />EVERY OTHER STUD TO TOP OF
<br />PLANK TO LATERALLY BRACE
<br />WOOD BEAM / WALL
<br />(INSTALL PRIOR TO MEMBRANE)
<br />5-8-24
<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 />FLOOR DEAD LOAD:90 PSF AT SCREEN PORCH / DECK
<br />(INCLUDES 6" MAX. TOPPING / THINSET / STONE)
<br />GARAGE LIVE LOAD: 50 PSF OR 2,000 LB CONCENTRATED
<br />8" PRECAST DEAD LOAD: 65 PSF + TOPPING
<br />THIN STONE LOAD : 25 PSF (2" MAX.)
<br />WIND LOAD:115 MPH ULTIMATE EXP. C
<br />SLAB-ON-GRADE 10'-6"± TYP.9'-512"± AT SIM. SCREENED PORCH AREA w/ 12" FLOOR TRUSSESVERIFY 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 FOOTING IS HIGHER
<br />THAN SHOWN AND 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.
<br />3
<br />S1
<br />MAINTAIN 6" MIN. STEM
<br />AT LEDGES
<br />LEDGE AS REQ'D - VERIFY w/ HOUSE PLANS
<br />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 4
<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 />5
<br />S1
<br />SLAB-ON-GRADE
<br />FRAME WALL ABOVE
<br />#4 x 2'-0" DOWELS
<br />@ 72" O.C.
<br />(5" MIN. EMBED)
<br />CENTERED IN WALL
<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 />8" MIN. C.I.P.
<br />CONCRETE WALL
<br /> WALL SECTION
<br />WALKOUT FOUNDATION WALL
<br />2" LEDGE
<br />6"
<br />MIN.
<br />SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />#4 HORIZ. BAR @ TOP OF WALL
<br />12"Ø x 10" LONG ANCHOR
<br />BOLTS (7" MIN. EMBED)
<br />@ 72" O.C. MAX. OR EQUIV.MAINTAIN 6" MIN. STEM WALL WIDTH
<br />- SEE HOUSE PLANS
<br />2x6 MIN. TREATED SILL PLATE
<br />w/ NO PLATE OVERHANG
<br />SLAB-ON-GRADE 9'-434"±VERIFY EXACT DIMENSIONS w/ HOUSE PLANS(1) #4 HORIZ. BAR @
<br />TOP OF STEM WALL
<br />8" CONCRETE PLANK w/ 4" MAX.
<br />AVG. CONCRETE TOPPING (MAX.
<br />SPAN APPROX. 25 FT OUT TO OUT)
<br />#4 x 1'-4" DOWELS @ 48" O.C.
<br />DRILLED IN & GROUTED SOLID
<br />BY PRECASTER ALL WALLS
<br />4" MIN. PLANK LEDGE
<br />#4 x 2'-0" DOWELS @ 72" O.C.
<br />(5" MIN. EMBED)
<br />30" WIDE x 10" DEEP MIN.
<br />CONCRETE STRIP FOOTING
<br />(20" WIDE x 10" DEEP AT
<br />PLANK NON-BEARING WALLS)
<br />- LOWER AS REQ'D FOR
<br />FROST PROTECTION
<br />#4 x 3'-6" DOWELS @ 36" O.C.
<br />- 20" MIN. EMBED INTO MAIN
<br />WALL
<br />#4 HORIZ. BARS @ 24" O.C.
<br />VERTICAL BARS OPTIONS:
<br />#5 BARS @ 18" O.C. OR
<br />#6 BARS @ 24" O.C.
<br />10" MIN. C.I.P. CONCRETE WALL
<br />2"
<br />6" MIN. WIDTH x 243 4" MAX.
<br />HEIGHT STEMWALL
<br />6" MIN. WIDTH x 8" MIN.
<br />HEIGHT REQ'D AT MAIN
<br />LEVEL OVERHEAD DOOR -
<br />HOOK TOP OF DOWEL INTO
<br />STEM FOR 18" MIN. EMBED
<br />AT REDUCED STEM
<br />LOCATION
<br /> WALL SECTION 6
<br />S1 GARAGE FOUNDATION WALL
<br />MEMBRANE AND RIGID INSULATION
<br />BELOW TOPPING BY OTHERS
<br />6" MIN.
<br />SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />12"Ø ANCHOR BOLT
<br />(7" MIN EMBED) @ 72" O.C. MAX.
<br />2x8 TREATED SILL PLATE
<br />w/ 112" MAX. OVERHANG
<br />OR 2x6 STRANDGUARD
<br />LSL SILL PLATE w/ 112"
<br />MAX. OVERHANG
<br />OR 2x6 MIN. TREATED SILL
<br />PLATE w/ NO PLATE
<br />OVERHANG
<br />GROUT SOLID
<br /> LINTEL SECTION
<br />CONCRETE LINTEL
<br />PARALLEL w/ PRECAST PLANK
<br />16'-4" MAX. CLEAR SPAN
<br />EXTEND HORIZONTAL BARS 24" PAST OPENING
<br />8
<br />S1
<br />F4
<br />F2
<br />F2
<br />F5F5
<br />F4
<br />F1F1
<br />F3
<br />F4
<br />F4
<br />F4
<br />F2
<br />F2
<br />F1
<br />F1
<br />F3
<br />CONCRETE PIER FOOTING SCHEDULE
<br />MARK CONCRETE PIER SIZE
<br />P1 12"Ø OR LARGER BELLED OUT TO 24"Ø AT THE BASE
<br />60" FROST COVER RECOMMENDED FOR UNHEATED AREAS
<br />P1
<br />5
<br />S1
<br />TYP. FROST
<br />4
<br />S1
<br />TYP.
<br />LOOKOUT
<br />3
<br />S1TYP.
<br />HOUSE
<br />NON-BRG
<br />2S1TYP.HOUSEBRG3S1SIM.SCREENPORCHNON-BRG6
<br />S1TYP.
<br />GARAGE
<br />ALL SIDES
<br />20" WIDE x 8" DEEP
<br />CONCRETE STRIP
<br />FOOTING TYP. AT
<br />REMAINING INTERIOR
<br />BRG / STAIR WALLS
<br />SITE RETAINING
<br />WALLS - SEE S4
<br />WIDEN STRIP FOOTING TO
<br />MAINTAIN 6" MIN.
<br />PROJECTION AT WIDER
<br />CONCRETE ELEMENTS TYP.
<br />SLAB-ON-GRADE
<br />NOTES AT LOW GRADE
<br />1. VERTICAL REINFORCEMENT MAY BE
<br />REDUCED TO #4 BARS @ 36" O.C. AT
<br />SHARED WALLS AND SIDE WALL w/
<br />NO BACKFILL.
<br />2. INSTALL (1) ADDITIONAL VERTICAL
<br />BAR FULL HEIGHT EACH SIDE OF
<br />SHARED WALL OPENING AND (2)
<br />ADDITIONAL VERTICAL BARS FULL
<br />HEIGHT EACH SIDE OF OVERHEAD
<br />DOOR OPENING.
<br />MEMBRANE
<br />AND
<br />INSULATION
<br />BY OTHERS
<br />CONCRETE PLANK -
<br />DOWELS TO LINTEL NOT
<br />SHOWN FOR CLARITY -
<br />SEE 6/S1
<br />912"
<br />MIN.
<br />(2) #6 HORIZ. BARS AT
<br />BOTTOM OF LINTEL
<br /> #4 HORIZ. BARS AT
<br />24" O.C. IN STEMWALL
<br />#4 VERTICALS @ 18" O.C.2"1'-8" MIN.2"(2) #4 HORIZ. BARS AT
<br />TOP OF LINTEL
<br />F4
<br />F6
<br />Plan Updates5-2-241
<br />F5
<br />Foundation Clarification5-8-242
<br />WIDE GARAGE END WALL
<br />FOUNDATIONS ARE TO BE
<br />POURED SOLID w/ OUT
<br />INTERIOR VOID SHOWN -
<br />CONSTRUCT AS SHOWN IN
<br />6/S1 SIM.
<br />WIDE GARAGE CORNER FOUNDATION IS
<br />TO BE POURED SOLID (30"± THICK) w/ OUT
<br />INTERIOR VOID SHOWN - WALL SUPPORTS
<br />MAX. 3'-0" UNBALANCED BACKFILL -
<br />RECOMMEND REINFORCING w/ #4
<br />HORIZONTAL BARS CONTINUOUS /
<br />LAPPED AROUND PERIMETER OF WALL AT
<br />24" O.C. ABOVE GRADE ONLY
<br />20" x 8" except at
<br />garage wall 30" x 10"
<br />Walls will be done on another permit
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