of 18/18
kPa (psf) kN (lb) kN (lb) bxbxh Qty & Size Spacing, s 27.8 (6,270) 40.4 (9,090) 24'' x 24'' x 9'' 2 10M @ 18'' E/W 3 10M @ 12'' E/W 2 15M @ 19.5'' E/W 4 10M @ 10'' E/W 2 15M @ 19.5'' E/W 5 10M @ 9'' E/W 3 15M @ 18'' E/W 6 10M @ 8'' E/W 3 15M @ 19.5'' E/W 7 10M @ 8'' E/W 4 15M @ 16'' E/W 9 10M @ 6.5'' E/W 5 15M @ 13.5'' E/W 11 10M @ 6'' E/W 6 15M @ 12'' E/W 37.1 (8,350) 53.8 (12,110) 24'' x 24'' x 9'' 2 10M @ 18'' E/W 3 10M @ 12'' E/W 2 15M @ 19.5'' E/W 4 10M @ 10'' E/W 3 15M @ 15'' E/W 5 10M @ 9'' E/W 3 15M @ 18'' E/W 48'' x 48'' x 10'' 7 10M @ 7'' E/W 48'' x 48'' x 11'' 4 15M @ 14'' E/W 9 10M @ 6'' E/W 5 15M @ 12'' E/W 3 10M @ 9'' E/W 2 15M @ 18'' E/W 4 10M @ 8'' E/W 2 15M @ 19.5'' E/W 5 10M @ 7.5'' E/W 3 15M @ 15'' E/W 6 10M @ 7'' E/W 3 15M @ 18'' E/W 48'' x 48'' x 11'' 7 10M @ 7'' E/W 48'' x 48'' x 12'' 4 15M @ 14'' E/W 3 10M @ 9'' E/W 2 15M @ 18'' E/W 4 10M @ 8'' E/W 3 15M @ 12'' E/W 5 10M @ 7.5'' E/W 3 15M @ 15'' E/W 6 10M @ 7'' E/W 3 15M @ 18'' E/W 8 10M @ 6'' E/W 4 15M @ 14'' E/W 4 10M @ 6'' E/W 3 15M @ 9'' E/W 5 10M @ 6'' E/W 4 15M @ 8'' E/W 6 10M @ 6'' E/W 4 15M @ 10'' E/W (18,800) 142.2 (31,980) 206.2 (46,370) 185.8 (41,770) 269.4 (60,570) 105.2 104.5 (23,500) 151.5 (34,070) 20 MPa concrete 215.5 (48,450) 188.1 (42,290) 252.5 Footing Specifications 125 (2,610) Use in conjunction with USP Adjustable Support Columns JP, T2JP series 46.4 (10,440) 67.3 (15,140) 72.5 (16,320) (61,320) 121.2 (27,260) 36'' x 36'' x 9'' 36'' x 36'' x 9'' (56,780) 36'' x 36'' x 10'' (23,660) (36,340) Table 1. Concrete Footing Recommendations, 20 MPa Concrete Strength 58.0 (13,050) 84.1 100 (2,090) (18,930) (25,580) 165.0 (37,100) 148.6 Soil Bearing Capacity Max. Footing Capacity Min. Footing Dimensions Rebar Specifications Unfactored Load, P s (Working Stress Design) Factored Load, P f (Limit States Design) 30'' x 30'' x 9'' 36'' x 36'' x 9'' 42'' x 42'' x 9'' 48'' x 48'' x 9'' 66'' x 66'' x 12'' 75 (1,570) 43.5 (9,790) 63.1 (14,200) 62.7 (14,100) 90.9 (20,440) 30'' x 30'' x 9'' 85.3 (19,190) 123.7 (27,820) 60'' x 60'' x 11'' 111.4 (25,060) 161.6 (36,340) 30'' x 30'' x 9'' 24'' x 24'' x 9'' 54'' x 54'' x 12'' 42'' x 42'' x 9'' 141.0 (33,420) (31,720) 204.5 (45,990) 174.1 (39,160) 252.5 (56,780) 54'' x 54'' x 10'' 210.7 (47,380) 305.6 (68,710) 150 (3,130) 55.7 (12,530) 80.8 (18,170) 83.6 87.0 (19,580) 126.2 (28,390) 42'' x 42'' x 10'' 24'' x 24'' x 9'' 30'' x 30'' x 9'' 113.8 272.7 125.4 (28,200) 181.8 (40,880) 170.7 (38,380) 247.5 (55,650) 42'' x 42'' x 11'' 48'' x 48'' x 12'' 250.8 (56,390) 363.7 (81,770) 222.9 (50,130) 323.3 (72,680) 24'' x 24'' x 10'' 30'' x 30'' x 11'' 36'' x 36'' x 13'' 174.1 (39,160) 300 (6,270) 111.4 (25,060) 161.6 Exp. Dec. 31, 2018 b b h c e e s Figure 1. Rebar layout e s s s s s e Notes: 1. Footing design is in accordance with CAN/CSA A23.3, and meets or exceeds the prescriptive requirements of NBCC2015 Part 9 and its provincial counterparts. 2. Soil bearing capacity and load(s) to be supported by the footing shall be verified by an engineer. 3. Concrete shall be normal Portland cement, Type 10 or Type 50 as required, slump +/75 mm (3"), entrained air 47%, maximum aggregate 20 mm (3/4") diameter, minimum strength of 20 MPa (2,900 psi) at 28 days. 4. Rebar shall be Grade 400, tied at all intersections, and placed in conformance with Figure 1. 5. Column shall be installed at the centre of the footing; eccentric loading reduces the footing capacity. Design is based on USP Support Column steel base plate sizes of 3.5" x 6" and 4.5" x 6". 6. Refer to Table 1 for footing size (b x b x h) and rebar spacing (s). Footing height (h) indicates the depth of footing below the column base plate. Rebar edge distance (e) and depth of concrete below rebar (c) shall be no less than 3". USP supplies quality products to build Stronger Safer Structures 1-855-633-2725 www.USPconnectors.com [email protected]

USP column footing table 16-1031 of the footing; eccentric loading reduces the footing capacity. Design is based on USP Support Column base plate sizes of 3.5" x 6" and 4.5" x 6"

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Text of USP column footing table 16-1031 of the footing; eccentric loading reduces the footing capacity....

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingTypewritten TextOct. 31, 2016

    jtingAB

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingAB

    jtingTypewritten TextOct. 31, 2016

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingTypewritten TextOct. 31, 2016

    jtingBC

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingTypewritten TextOct. 31, 2016

    jtingBC

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingTypewritten TextOct. 31, 2016

    jtingMB

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingTypewritten TextOct. 31, 2016

    jtingMB

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingNB

    jtingTypewritten TextOct. 31, 2016

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingNB

    jtingTypewritten TextOct. 31, 2016

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingNF

    jtingTypewritten TextOct. 31, 2016

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingNF

    jtingTypewritten TextOct. 31, 2016

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingTypewritten TextOct. 31, 2016

    jtingNS

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingTypewritten TextOct. 31, 2016

    jtingNS

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingTypewritten TextOct. 31, 2016

    jtingON

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingTypewritten TextOct. 31, 2016

    jtingON

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingPEI

    jtingTypewritten TextOct. 31, 2016

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingPEI

    jtingTypewritten TextOct. 31, 2016

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W315M @15''E/W510M @9''E/W315M @18''E/W

    48''x48''x10'' 710M @7''E/W48''x48''x11'' 415M @14''E/W

    910M @6''E/W515M @12''E/W310M @9''E/W215M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W

    48''x48''x11'' 710M @7''E/W48''x48''x12'' 415M @14''E/W

    310M @9''E/W215M @18''E/W410M @8''E/W315M @12''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W510M @6''E/W415M @8''E/W610M @6''E/W415M @10''E/W

    (18,800)

    142.2 (31,980) 206.2 (46,370)

    185.8 (41,770) 269.4 (60,570)

    105.2

    104.5 (23,500) 151.5 (34,070)

    20M

    Pacon

    crete

    215.5 (48,450)

    188.1 (42,290)

    252.5

    Footing Specifications

    125(2,610)

    Use in conjunction with USP Adjustable Support Columns JP, T2JP series

    46.4 (10,440) 67.3 (15,140)

    72.5 (16,320)

    (61,320)

    121.2 (27,260) 36''x36''x9''

    36''x36''x9''

    (56,780)

    36''x36''x10''

    (23,660)

    (36,340)

    Table1.ConcreteFootingRecommendations,20MPaConcreteStrength

    58.0 (13,050) 84.1

    100(2,090)

    (18,930)

    (25,580) 165.0 (37,100)

    148.6

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    66''x66''x12''

    75(1,570)

    43.5 (9,790) 63.1 (14,200)

    62.7 (14,100) 90.9 (20,440)

    30''x30''x9''

    85.3 (19,190) 123.7 (27,820)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    30''x30''x9''

    24''x24''x9''

    54''x54''x12''

    42''x42''x9''

    141.0

    (33,420)

    (31,720) 204.5 (45,990)

    174.1 (39,160) 252.5 (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    150(3,130)

    55.7 (12,530) 80.8 (18,170)

    83.6

    87.0 (19,580) 126.2 (28,390)

    42''x42''x10''

    24''x24''x9''

    30''x30''x9''

    113.8

    272.7

    125.4 (28,200) 181.8 (40,880)

    170.7 (38,380) 247.5 (55,650) 42''x42''x11''

    48''x48''x12''

    250.8 (56,390) 363.7 (81,770)

    222.9 (50,130) 323.3 (72,680)

    24''x24''x10''

    30''x30''x11''

    36''x36''x13''

    174.1 (39,160)300(6,270)

    111.4 (25,060) 161.6

    Exp. Dec. 31, 2018

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]

    jtingSK

    jtingTypewritten TextOct. 31, 2016

  • kPa(psf) kN (lb) kN (lb) bxbxh Qty&Size Spacing,s27.8 (6,270) 40.4 (9,090) 24''x24''x9'' 210M @18''E/W

    310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W610M @8''E/W315M @19.5''E/W710M @8''E/W415M @16''E/W910M @6.5''E/W515M @13.5''E/W1110M @6''E/W615M @12''E/W

    37.1 (8,350) 53.8 (12,110) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W410M @10''E/W215M @19.5''E/W510M @9''E/W315M @18''E/W710M @7''E/W415M @14''E/W810M @6.5''E/W415M @16''E/W

    46.4 (10,440) 67.3 (15,140) 24''x24''x9'' 210M @18''E/W410M @8''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W710M @7''E/W415M @14''E/W

    55.7 (12,530) 80.8 (18,170) 24''x24''x9'' 210M @18''E/W310M @12''E/W215M @19.5''E/W510M @7.5''E/W315M @15''E/W610M @7''E/W315M @18''E/W810M @6''E/W415M @14''E/W410M @6''E/W315M @9''E/W410M @8''E/W315M @12''E/W610M @6''E/W415M @10''E/W

    Footing SpecificationsUse in conjunction with USP Adjustable Support Columns JP, T2JP series

    30''x30''x11''

    250.8 (56,390) 363.7 (81,770) 36''x36''x12''

    300(6,270)

    111.4 (25,060) 161.6 (36,340) 24''x24''x9''

    174.1 (39,160) 252.5 (56,780)

    42''x42''x11''

    222.9 (50,130) 323.3 (72,680) 48''x48''x12''

    30''x30''x9''

    125.4 (28,200) 181.8 (40,880) 36''x36''x9''150(3,130)

    87.0 (19,580) 126.2 (28,390)

    75(1,570)

    170.7 (38,380) 247.5 (55,650)

    (56,780)

    54''x54''x10''

    210.7 (47,380) 305.6 (68,710)

    36''x36''x9''

    58.0

    30''x30''x9''

    141.0 (31,720) 204.5

    48''x48''x10''

    (25,580) 165.0

    (45,990)

    90.9 (20,440)

    60''x60''x11''

    111.4 (25,060) 161.6 (36,340)

    174.1 (39,160) 252.5

    48''x48''x11''

    54''x54''x11''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    48''x48''x9''

    42''x42''x10''

    30''x30''x9''

    36''x36''x9''

    42''x42''x9''

    43.5 (9,790) 63.1 (14,200)

    85.3 (19,190) 123.7 (27,820)

    62.7 (14,100)

    SoilBearingCapacity

    Max.FootingCapacityMin.FootingDimensions RebarSpecifications

    UnfactoredLoad,Ps(WorkingStressDesign)

    FactoredLoad,Pf(LimitStatesDesign)

    Table2.ConcreteFootingRecommendations,25MPaConcreteStrength

    66''x66''x12''

    125(2,610)

    100(2,090)

    (13,050) 84.1 (18,930)

    25M

    Pacon

    crete 83.6 (18,800) 121.2 (27,260)

    113.8 (37,100)

    (23,660)

    148.6 (33,420) 215.5 (48,450)

    188.1 (42,290) 272.7

    206.2 (46,370)

    (61,320)

    72.5 (16,320) 105.2

    185.8 (41,770) 269.4 (60,570)

    104.5 (23,500) 151.5 (34,070)

    142.2 (31,980)

    Exp. Dec. 31, 2018

    USP supplies quality productsto build Stronger Safer Structures

    1-855-633-2725 www.USPconnectors.com [email protected]ek.ca

    b

    bh c

    ee s

    Figure1.Rebarlayout

    1. FootingdesignisinaccordancewithCAN/CSAA23.3,andmeetsorexceedstheprescriptiverequirementsofNBCC2010Part9anditsprovincialcounterparts.

    2. Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3. ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4. RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5. Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6"

    6. RefertoTable1forfootingsize(bxbxh)andrebarspacing(s).Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    Notes:

    e

    s s

    ss

    se

    Notes:1.Footingdesignisinaccordance

    withCAN/CSAA23.3,and meetsorexceedstheprescriptiverequirementsofNBCC2015Part9anditsprovincialcounterparts.

    2.Soilbearingcapacityandload(s)tobesupportedbythefootingshallbeverifiedbyanengineer.

    3.ConcreteshallbenormalPortlandcement,Type10orType50asrequired,slump+/75mm(3"),entrainedair47%,maximumaggregate20mm(3/4")diameter,minimumstrengthof20MPa(2,900psi)at28days.

    4.RebarshallbeGrade400,tiedatallintersections,andplacedinconformancewithFigure1.

    5.Columnshallbeinstalledatthecentreofthefooting;eccentricloadingreducesthefootingcapacity.DesignisbasedonUSPSupportColumnsteelbaseplatesizesof3.5"x6"and4.5"x6".

    6.RefertoTable2forfootingsize(bxbxh)andrebarspacing(s).Footingheight(h)indicatesthedepthoffootingbelowthecolumnbaseplate.Rebaredgedistance(e)anddepthofconcretebelowrebar(c)shallbenolessthan3".

    jtingSK

    jtingTypewritten TextOct. 31, 2016