|
PROJECT SCOPE
<br />APPROVED ADMIXTURE THAT PROVIDES A WATER AND
<br />AS ALLOWED BY SITE
<br />*
<br />DESIGN AND DETAIL OF SPORT COURT FOUNDATION WALLS FOR A SINGLE FAMILY
<br />VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI
<br />GRADING - FIELD
<br />SLOPE GRADE AWAY
<br />DROP GARAGE PLATE HEIGHT 1-0
<br /><
<br />RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS,
<br />CONCRETE)
<br />VERIFY IF DETAIL
<br />z
<br />710 SQ. FT.
<br />STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.
<br />F'c = 3,500 PSI @ 28 DAYS
<br />PERTAINS OR SEE
<br />23'-0" X 29'-0"o
<br />REINFORCING STEEL:
<br />ASTM A615 GRADE 60
<br />2/S1
<br />SPORT COUi1 T
<br />�
<br />NOTES
<br />FOOTINGS - 1Y2" MAX
<br />1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED
<br />WALLS/SLABS- %4" MAX
<br />j
<br />19'-7 1/8" CLG. HGT,
<br />y x
<br />BY GONYEA HOMES LAST DATED 9-29-16 FOR ALL OTHER INFORMATION.
<br />CONC.
<br />ON-SITE SOIL:
<br />CLAY (GROUP 111)
<br />2. THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED N THE
<br />T� GiAIE
<br />Yeq = 60 PSF/FT (ACTIVE)
<br />PROJECT SCOPE ABOVE. DESIGN OF THE REMAINING HOME INCLUDING ALL FRAMINGSTEPS
<br />ALLOWABLE SOIL
<br />2
<br />AND MAIN WINDFORCE LOADING (BRACED WALL LAYOUT) IS BY OTHERS. A SITE VISIT
<br />2000 PSF (ASSUMED)S1
<br />j
<br />8'-8
<br />WOOD:
<br />SYP #2 OR BETTER AT TREATED SILL
<br />I
<br />WAS NOT CONDUCTED OR REQUESTED.
<br />MEC
<br />1
<br />3. ARCHITECTURAL ELEMENTS, CIVIL AND DRAINAGE CONSIDERATIONS, AND MEANS AND
<br />LOADS
<br />—
<br />ROOF LIVE LOAD:
<br />METHODS OF CONSTRUCTION ARE NOT INCLUDED UNDER THE SCOPE OF THIS
<br />ROOF DEAD LOAD:
<br />15 PSF
<br />DOCUMENT. PROPERTY BOUNDARIES, RETAINING WALLS, GRADING, EXCAVATION,
<br />FLOOR LIVE LOAD:
<br />40 PSF
<br />FLOOR DEAD LOAD:
<br />15 PSF
<br />OVERALL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE IS
<br />9'-0"H. x 8"W. POURED„
<br />WIND LOAD:
<br />90 MPH EXP. B
<br />CONC. FOUND. WALLS
<br />BY OTHERS.
<br />AS ALLOWED BY SITE
<br />- --- - - ---
<br />G
<br />-- --- --- - - - -
<br />CODESj
<br />4. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS
<br />GRADING - FIELD
<br />2015 MINNESOTA RESIDENTIAL CODE
<br />!
<br />i 48"x8" CONT• CONC. FTGS. R-10 DRAINAGE BOARD ON
<br />I
<br />THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.
<br />VERIFY IF DETAIL
<br />REBAR PER CODE
<br />20"x8" CONT. CONC, FTGS.
<br />LAYO1
<br />TO B
<br />AS ALLOWED BY SITE
<br />I REBAR PER CODE
<br />5. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS.
<br />PERTAINS OR SEE
<br />_
<br />GRADING - FIELD
<br />6. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.
<br />2/S1
<br />3
<br />HR
<br />j
<br />-
<br />—— -
<br />3
<br />VERIFY IF DETAIL
<br />WALL RELIES ON THE SLAB -ON -GRADE FLOOR FOR LATERAL SUPPORT. SLAB IS TO BE IN
<br />9'-0"H. x 8°°W. POURED
<br />`®: !
<br />Si
<br />PERTAINS OR SEE
<br />I
<br />O
<br />PLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BE
<br />— --
<br />S1
<br />I
<br />CONC, FOUND. WALLS
<br />2/S1
<br />INSTALLED.
<br />z Cn
<br />1 TRTD PLATE
<br />7. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN
<br />Ni
<br />R-10 DRAINAGE BOARD ON
<br />ANCHOR WITHIN 12" OF EACH END.
<br />aQ
<br />I
<br />48"x8" CONT. CONC. FTGS.
<br />8. BUILDER 1S TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT
<br />I
<br />REBAR PER CODE
<br />ENGINEER IF ANY DISCREPANCIES ARISE.
<br />9. BULKHEAD FOOTINGS FOR RETAINING WALL TYPE FOUNDATIONS AT STEP LOCATIONS.
<br />DO NOT JUMP FOOTINGS.
<br />!
<br />MATERIALS
<br />j
<br />CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN
<br />I
<br />J
<br />J
<br />>Q
<br />9
<br />O
<br />Yz" O x 10" LONG ANCHOR
<br />BOLTS (7" MIN. EMBED)
<br />@ 72" O.C. MAX. OR EQUIV.
<br />10" MIN. C.I.P. CONCRETE WALL
<br />#4 HORIZ. BARS
<br />@ 24" O.C.
<br />0 6'-0" HOOK OPTIONS:
<br />4 #5 HOOKS @ 12" O.C. OR
<br />#6 HOOKS @ 18" O.C.
<br />2'-0"
<br />#4 BARS @ END &
<br />BEND OF HOOK
<br />10" MIN. THICK C.I.P.
<br />CONCRETE FOOTING
<br />APPROVED ADMIXTURE THAT PROVIDES A WATER AND
<br />*
<br />VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI
<br />SLOPE GRADE AWAY
<br />DROP GARAGE PLATE HEIGHT 1-0
<br /><
<br />(GARAGE SLAB AT SIM. w/
<br />CONCRETE)
<br />OPTIONAL SLAB LEDGE)
<br />z
<br />710 SQ. FT.
<br />CONCRETE WALLS:
<br />F'c = 3,500 PSI @ 28 DAYS
<br />23'-0" X 29'-0"o
<br />REINFORCING STEEL:
<br />ASTM A615 GRADE 60
<br />6'
<br />SPORT COUi1 T
<br />�
<br />AGGREGATE:
<br />FOOTINGS - 1Y2" MAX
<br />WALLS/SLABS- %4" MAX
<br />j
<br />19'-7 1/8" CLG. HGT,
<br />CONC.
<br />ON-SITE SOIL:
<br />CLAY (GROUP 111)
<br />Yeq = 60 PSF/FT (ACTIVE)
<br />I
<br />ALLOWABLE SOIL
<br />2
<br />BEARING PRESSURE:
<br />2000 PSF (ASSUMED)S1
<br />j
<br />8'-8
<br />WOOD:
<br />SYP #2 OR BETTER AT TREATED SILL
<br />I
<br />MEC
<br />C
<br />LOADS
<br />ROOF LIVE LOAD:
<br />35 PSF
<br />ROOF DEAD LOAD:
<br />15 PSF
<br />j
<br />FLOOR LIVE LOAD:
<br />40 PSF
<br />FLOOR DEAD LOAD:
<br />15 PSF
<br />9'-0"H. x 8"W. POURED„
<br />WIND LOAD:
<br />90 MPH EXP. B
<br />CONC. FOUND. WALLS
<br />CONC. FOUND. WALLS
<br />I 1 TRTD. PLATE
<br />CODESj
<br />R-10 DRAINAGE BOARD ON 2” EXTERIOR LEDGE
<br />1 TRTD, PLATE
<br />2015 MINNESOTA RESIDENTIAL CODE
<br />!
<br />i 48"x8" CONT• CONC. FTGS. R-10 DRAINAGE BOARD ON
<br />I
<br />REBAR PER CODE
<br />20"x8" CONT. CONC, FTGS.
<br />LAYO1
<br />TO B
<br />I REBAR PER CODE
<br />MEGH
<br />HR
<br />-
<br />—— -
<br />o
<br />_
<br />I
<br />O
<br />— --
<br />z Cn
<br />-
<br />Ni
<br />_
<br />(n V Ir) N
<br />aQ
<br />J
<br />J
<br />>Q
<br />9
<br />O
<br />Yz" O x 10" LONG ANCHOR
<br />BOLTS (7" MIN. EMBED)
<br />@ 72" O.C. MAX. OR EQUIV.
<br />10" MIN. C.I.P. CONCRETE WALL
<br />#4 HORIZ. BARS
<br />@ 24" O.C.
<br />0 6'-0" HOOK OPTIONS:
<br />4 #5 HOOKS @ 12" O.C. OR
<br />#6 HOOKS @ 18" O.C.
<br />2'-0"
<br />#4 BARS @ END &
<br />BEND OF HOOK
<br />10" MIN. THICK C.I.P.
<br />CONCRETE FOOTING
<br />�. VERTICAL BAR OPTIONS:
<br />° #5 BARS @ 24" O.C.
<br />OR #6 BARS @ 36" O.C.
<br />d 2" TO VERTICAL BARS & HOOKS a
<br />t b)
<br />0
<br />TRANSVERSE BARS OPTIONS:
<br />#5 BARS @ 18" O.C. OR
<br />#6 BARS @ 24" O.C.
<br />SLAB -ON -GRADE °
<br />a
<br />M I 5-0"
<br />2 WALL SECTION
<br />S1 RETAINING WALL TYPE SPORT
<br />COURT FOUNDATION WALL
<br />@ COPYRIGHT HANSON GROUP, LLC 2016
<br />(3) #4 LONGITUDINAL BARS
<br />AT TOP OF FOOTING
<br />N
<br />REFERENCE PLAN
<br />S1 PARTIAL LOWER LEVEL HOUSE
<br />PLAN SHOWN FOR LOCATION
<br />REFERENCE ONLY
<br />' U . 5"
<br />Y2"O x 10" LONG ANCHOR FRAME WALL BY OTHERS
<br />BOLTS (7" MIN. EMBED) (USE 2 x 8 SILL PLATE
<br />@ 72" O.G. MAX. OR EQUIV. FOR 1Y2" OVERHANG)
<br />8", 10", OR 12" C.I.P.
<br />CONCRETE WALL
<br />#4 HORIZ. BARS
<br />@ 24" O.C.
<br />c%) #5 OR #6 x 5'-0"
<br />HOOKS @ 18" O.C.
<br />V-6"
<br />#4 BARS @ END &
<br />BEND OF HOOK
<br />10" THICK C.I.P.
<br />CONCRETE FOOTING
<br />SLAB -ON -GRADE
<br />36"
<br />MIN. SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />-III III 111
<br />I-III=1 11=
<br />�III-
<br />2" TO VERTICAL BARS & HOOKS
<br />#5 OR #6 VERTICAL
<br />BARS @ 36" O.C.
<br />TRANSVERSE BARS
<br />OPTIONS:
<br />° #5 @ 24" O.C. OR
<br />#6 @ 36" O.C.
<br />� (3) #4 LONGITUDINAL ABARS
<br />1'-5" T TOP O FFOOTING
<br />3 WALL SECTION
<br />S1 RETAINING WALL TYPE SPORT
<br />COURT FOUNDATION WALL -
<br />LOW GRADE
<br />Gonyea Homes
<br />1000 Boone Avenue, Suite 400
<br />Golden Valley, MN 55427
<br />Revision Date Description
<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 />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 Licensedofessional Engineer
<br />under the laws of the ate f Minnesota.
<br />Signed:
<br />9
<br />Print Name: Trevr Axner
<br />Date: 10-18-16 License Number: 45470
<br />3407 Kilmer Lane North
<br />Suite 4
<br />Plymouth, MN 55441
<br />Tef 6, 2-708-3572
<br />www.hansongroupmn.com
<br />Evenson Residence
<br />780 Lakeview Parkway
<br />RECEIVEo Orono, MN
<br />01 2016
<br />Project Number: 6.589
<br />CITY OF t?RONO Date: October 18, 2016
<br />Sheets: 1 of 1 S1
<br />J '
<br />FRAME WALL BY OTHERS <',
<br />(USE 2 x 8 SILL PLATE o
<br />6 FOR 1Y2° OVERHANG) 00'
<br />MIN.
<br />SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />(GARAGE SLAB AT SIM. w/
<br />°
<br />OPTIONAL SLAB LEDGE)
<br />�. VERTICAL BAR OPTIONS:
<br />° #5 BARS @ 24" O.C.
<br />OR #6 BARS @ 36" O.C.
<br />d 2" TO VERTICAL BARS & HOOKS a
<br />t b)
<br />0
<br />TRANSVERSE BARS OPTIONS:
<br />#5 BARS @ 18" O.C. OR
<br />#6 BARS @ 24" O.C.
<br />SLAB -ON -GRADE °
<br />a
<br />M I 5-0"
<br />2 WALL SECTION
<br />S1 RETAINING WALL TYPE SPORT
<br />COURT FOUNDATION WALL
<br />@ COPYRIGHT HANSON GROUP, LLC 2016
<br />(3) #4 LONGITUDINAL BARS
<br />AT TOP OF FOOTING
<br />N
<br />REFERENCE PLAN
<br />S1 PARTIAL LOWER LEVEL HOUSE
<br />PLAN SHOWN FOR LOCATION
<br />REFERENCE ONLY
<br />' U . 5"
<br />Y2"O x 10" LONG ANCHOR FRAME WALL BY OTHERS
<br />BOLTS (7" MIN. EMBED) (USE 2 x 8 SILL PLATE
<br />@ 72" O.G. MAX. OR EQUIV. FOR 1Y2" OVERHANG)
<br />8", 10", OR 12" C.I.P.
<br />CONCRETE WALL
<br />#4 HORIZ. BARS
<br />@ 24" O.C.
<br />c%) #5 OR #6 x 5'-0"
<br />HOOKS @ 18" O.C.
<br />V-6"
<br />#4 BARS @ END &
<br />BEND OF HOOK
<br />10" THICK C.I.P.
<br />CONCRETE FOOTING
<br />SLAB -ON -GRADE
<br />36"
<br />MIN. SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />-III III 111
<br />I-III=1 11=
<br />�III-
<br />2" TO VERTICAL BARS & HOOKS
<br />#5 OR #6 VERTICAL
<br />BARS @ 36" O.C.
<br />TRANSVERSE BARS
<br />OPTIONS:
<br />° #5 @ 24" O.C. OR
<br />#6 @ 36" O.C.
<br />� (3) #4 LONGITUDINAL ABARS
<br />1'-5" T TOP O FFOOTING
<br />3 WALL SECTION
<br />S1 RETAINING WALL TYPE SPORT
<br />COURT FOUNDATION WALL -
<br />LOW GRADE
<br />Gonyea Homes
<br />1000 Boone Avenue, Suite 400
<br />Golden Valley, MN 55427
<br />Revision Date Description
<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 />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 Licensedofessional Engineer
<br />under the laws of the ate f Minnesota.
<br />Signed:
<br />9
<br />Print Name: Trevr Axner
<br />Date: 10-18-16 License Number: 45470
<br />3407 Kilmer Lane North
<br />Suite 4
<br />Plymouth, MN 55441
<br />Tef 6, 2-708-3572
<br />www.hansongroupmn.com
<br />Evenson Residence
<br />780 Lakeview Parkway
<br />RECEIVEo Orono, MN
<br />01 2016
<br />Project Number: 6.589
<br />CITY OF t?RONO Date: October 18, 2016
<br />Sheets: 1 of 1 S1
<br />
|