pm3010

5995 Greenwood Plaza Blvd. Suite 100Greenwood Village CO 80111-4710

Request For InformationGH Phipps Construction Co.

RFI-16J2051-0004Printed On: 02/17/2016

S3.02 4Drawing: Detail:Spec Section: Page:

All

Reference:

Discipline:

Answer Accept Suggestion

Suggestion

Request

See Attached. The footings for the trash and generator enclosures are called out to be 1'-2" on detail 4 on S3.02. The cut sectionon S1.20 detail 4, call out the footing thickness as 1'-0". Please advise on correct thickness. The center footing on S2.1N has an elevation at 99'-0" and a thickness of 1'-6" on S3.02 detail 4. That thicknessputs the bottom of Footing (BOF) at 97'-6". For the BOF to be at grade, the thickness needs to be at 1'-8", pleaseadvised if this is acceptable.

Co-Author RFI Number:Co-Author: Contact:

Subject: Project:

To:

Footing ThicknessGrand Junction SNF LLC (DSG)-The Center at Grand Junction

Brian DoughertyGH Phipps Construction Co.

GH Phipps Construction Co.From:

606 Foresight Cir Grand Junction CO 81505 Mesa County

Phone: Fax:

Address:

Date: Job:

Required:

02/17/2016

16J2051

02/24/2016

Est. Days Impact:Est.Cost Impact: $

Answered By: Signed:

Date:

Distribution:

Brian Dougherty

Subcontractors/Suppliers - Please respond back to GH Phipps Construction Co. within 7 calendar days from dateof receipt regarding any cost or schedule impacts that are a result of this RFI.

Page 1 of 1

1)

2)

1) Site enclosure footings to be 1'-0" thick. See attached revised spread footing schedule on 4/S3.02.2) Acceptable to increase F5x5 footing thickness to 1'-8".

Geoff BurrellMartin/Martin

02/17/2016

A

A

FTG

B/TRENCH EXCAVATION SHALL NOTEXTEND BELOW THIS LINE

1

2

GRADE

TRENCHEXCAVATION

TRENCHEXCAVATION2'-0"

BOTTOMREINFORCINGPER SCHEDULE

PLAN

W

L

L BARS

W BARS

MATERIAL BELOW ALLFOOTINGS TO BEENGINEERED ANDINSTALLED TO PROVIDEREQUIRED BEARINGCAPACITY

T/FTG, SEE PLANL BARS

W BARS

3" C

LRT

(L x W)

PLAN DIMENSIONS

20/S3.02

2" C

LR

TOP REINFORCING IFNOTED IN SCHEDULE

FLOOR 1100'-0"

8"2'

-0"

.

SEE PLAN6"8"

(2) #4 BOT

(2) #4 TOP

#3 @ 4'-0" OC

S3.01

2

NOTE:

1. RAMMED AGGREGATE PIERS NOT REQUIRED BELOW STEM WALL.

AD-1

.

SEE PLAN

SEE PLANT/FTG

SEE 4/S3.02

3

S3.01

10

S3.02

TYPICAL

HSS OR PIPECOLUMN

5/16

-

B

N

OPTIONAL LEVELING NUTS

DOUBLE NUT OR HEADEDANCHOR ROD

AB

OV

E N

UT

2" M

INP

RO

JEC

TIO

N

T, S

EE

SC

HE

DU

LEG

RO

UT

1 1/

2" N

ON

-SH

RIN

K9"

-

3/4"Ø ANCHOR RODS, UNO

PL WASHER 1/2x2x2 W/STANDARD HOLE

1 5/16"Ø HOLES IN BASEPLATE UNO

SEE PLAN FOR SUPPORTEDCOLUMN TYPE AND SIZE

TYP1 1/2"

TY

P1

1/2"

TYP BASE PLATE SCHEDULE

COLUMNSIZES

PLATETHICKNESS

T (IN)

PLATEWIDTHB (IN)

PLATELENGTH

N (IN)

HSS8x8 1 1/2 15 15

HSS 6 Ø, 6.625Ø 1 12 12

1 1/4 13 13HSS 8.625 Ø

HSS8x8 TYPE B 1 1/2 10 15

TYPE B

N

BSTEMWALL

NOTES:

1. LOADS ARE UNFACTORED SERVICE LEVEL (ASD).2. FOR MAT FOUNDATIONS BELOW BRACED FRAMES, SEE PARTIAL FOUNDATION PLANS ON

SHEETS S2.50 AND S2.51.3. RAMMED AGGREGATE PIERS NOT REQUIRED BELOW CONTINUOUS EXTERIOR STEM

WALLS BETWEEN COLUMNS.

FLOOR 1100'-0"

T/WALLSEE PLAN

-

#6 @ 12" OC, VERT EF,HOOK BOT

#6 @ 12" HORIZ EF,HOOK EE

PL TO MATCH BASE PL ABOVE,W/ 1 13/16" HOLES BELOW MATFOUNDATION BOT REINF

FOR ADDITIONAL REQUIREMENTS SEE 8/S5.13

FIELD BENDINTO SLAB

FLOOR 1100'-0"

3'-0

"

T/CONCSEE PLAN

T/WALLSEE PLAN

SOG

TY

P2"

CLR

SEE SIM FOR REINF11/S3.02

#4 (A706) @12" OC VERT,FIELD BEND INTO SLAB

#4 x CONT

#4 @ 13"OC, HORIZHOOK EE

LTE

PR

OJE

CT

ION

1'-1

0"

2" CLR

TY

P3"

CLR

FLOOR 1100'-0"

4'-0

"

#7 @ 12" OC, IN TRANSVERSE(SHORT) DIR,AT SIM #10 @ 12" OC, INTRANSVERSE DIRFULL HEIGHT HOOK EE,IN LAYER T2 & B2SEE

TYP2" CLR

TOCSEE PLAN

(2) #6 STD HOOK EE,TYP EA SIDE

#10 @ 12" OC, INLONGITUDINAL DIR, FULLHEIGHT HOOK EE, INLAYER T1 & B1SEE#3 @ 2'-0" OC, W/

STD HOOK AT TOP

# 4 x CONT TOP

BO

T3"

CLR

LTS

, TY

P

15/S3.02

15/S3.02

S.37

L2x2x1/4, (4) SIDES OF PITW/ (2) 1/2"Øx4" HAS @ 12" OC

W-19-4 (1 3/4x3/16)STEEL BAR GRATING

T/SUMP PIT

(2) #10 ES OFSUMP PIT

CUBE

2'-0"

FIELD BENDINTO SLAB

SEE FOR MORE INFORMATION12/S3.02

FLOOR 1100'-0"

(3) #4 HORIZ

#3 @ 12" VERT

OPTIONAL CJ ATCONTRACTOR'SOPTION

(4) # 4 BOT

#3 @ 12" BOT

11" 8" 6" 11"

1'-2

"10

"8"

.

SEE PLAN

S3.01

2

NOTE:

1. RAMMED AGGREGATE PIERS NOT REQUIRED BELOW STEM WALL.

3'-0"

FLOOR 1100'-0"

SEE FOR REINF4/S3.02SEE FORSTEM WALL REINF

5/S3.02

T/CONCSEE PLAN

SOG

.

3

S3.01

10

S3.02

T1

T2

B2

B1

FLOOR 1100'-0"

SEE PLAN1'-0"8"

8"2'

-0"

NOTE:

1. RAMMED AGGREGATE PIERS NOT REQUIRED BELOW STEM WALL.

-

(3) #4 TOP

#3 @4'-0" OC

(3) #4 BOT

S3.01

2

AD-1

L3 1/2x3 1/2x3/8x6 ES

(4) 3/4"Øx6" HDAS

OF HSS6" TO SIDE

STUD2" TYP TO

PL 3/4"

ERECTION BOLT

3/16TYP

3/16TYP

3" T

O B

/HS

S

COORD W/ELEV MNFR

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795 F 303.499.7767

PROJECT

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152683.00

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:49:5

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1/15/16

TYPICAL FOOTING

DETAILS

S3.02

GRAND JUNCTIONSKILLED NURSINGFACILITY

606 EAST FORESIGHT CIR.GRAND JUNCTION, CO 81505

STRUCTURAL

PACKAGE

LEK

LEK

15.0

781

GS

B,

RS

GS

B

NO SCALE2 TYP EXCAVATION AT FTG

NO SCALE4 TYP SPREAD FOOTING

2. FOR FOUNDATION LOADS AT INDIVIDUAL SPREAD FOOTINGS, SEE DETAIL

1. PROVIDE MINIMUM OF (3) GEOPIERS BELOW EACH SPREAD FOOTING F5x5 ORLARGER.

NOTES:

(16) #6 TRANS T&BF16x8 16'-0"x8'-0"x1'-6"

(12) #6 LONG T&B- -

F7x7 7'-0"x7'-0"x2'-2" (8) #7 EW BOT 294 -

F6x6 6'-0"x6'-0"x2'-0" (7) #6 EW BOT 216 -

F5x5 5'-0"x5'-0"x1'-6" (6) #6 EW BOT 150 -

F4x4B 4'-0"x4'-0"x1'-0" #4 @ 12" HOOK, EW T&B - -

F4x4A 4'-0"x4'-0"x1'-2" (5) #5 EW BOT 96 -

F3x3 3'-0"x3'-0"x1'-0" (4) #4 EW BOT 54 -

F2x2 2'-0"x2'-0"x1'-0" (3) #4 EW BOT 24 -

MARKFOOTING SIZE

L x W x TREINFORCING

SERVICECAPACITY (KIPS)

REMARKS

SOIL ALLOWABLE PRESSURE = 6000 PSF

SPREAD FOOTING SCHEDULE

NO SCALE5 TYP STEM WALL NO SCALE1TYP STEEL COL AT INTERIORFOOTING

NO SCALE10 TYP GRAVITY COLUMN BASE PLATE

NO SCALE20RAMMED AGGREGATE PIERFOUNDATION LOADS

NO SCALE13 MAT FND WALL AT BRACE COL

NO SCALE12 MAT FND AT ELEVATOR

NO SCALE11 TYP MAT FND DETAIL

NO SCALE14 ELEV SUMP PIT NO SCALE6 STEM WALL BELOW WINDOW

NO SCALE8 TYPICAL SECTION AT PERIMETER

NO SCALE15 MAT SLAB REINF LAYERING NO SCALE7 STEM WALL AT STONE WALL

NO SCALE17 TYP DIVIDER BEAM AT ELEV PIT

DESCRIPTION DATE

AD-1 ADDENDUM 1 2/9/2016

RFI RFI 2016

RFI

A

A

B

B

G.B

G.2

G.A

G.1

6'-1

1 1/

2"

6'-1

1 1/

2"

4'-1

0"

4'-6

1/2

"

4'-6

1/2

"

19'-6"

13'-1

1"

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

4

S1.20

TYP

7

S1.20

TYP

6'-6"

6'-6"

6'-6"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

ENCLOSURE DOOR, DOOR HARDWARE& CONN TO STEEL TUBE POSTS BYDOOR SUPPLIER. SEE ARCH

T.B

T.2 T.1

T.A

7'-1

"8'

-6"

7'-1

"

8'-1

"6'

-6"

8'-1

"

17'-8"

22'-8

"

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4HSS6x6x1/4

4

S1.20

TYP

7

S1.20

TYP

8'-10" 8'-10"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

F4x4B

97'-0"

B/CHANNELSEE ARCH

PRE-FINISHED METALPANEL SEE ARCH

T/CHANNELSEE ARCH

1 1/2" TYP

1 1/

2"

3/16

PL 1 1/4x12x12 W/ (4)3/4"Ø ANCHOR RODSIN 1 5/16"Ø HOLES INBASE PLATE W/ PLWASHER 1/2x2x2 W/STANDARD HOLE

3/163/16PL WASHER

TO PL

1" NS GROUT

SITE SLAB SEE CIVIL

(2)#4 TIES IN TOP5" AT 3" OCBALANCE @10" OC

(8)#5 VERT,HOOK IN FTG

T/PILASTER

99'-0" AT GENERATOR98'-8" AT TRASH ENCLOSURE

T/TFG

97'-0"

4'-0" SQUARE

1'-0

"

SQUARE1'-9" E

MB

ED

ME

NT

1'-6

" T

YP

CAP PL 3/8x6x1'-2",UNO

3/16

TYP, SEALCAP PL

3/16

TYP, SEALANGLE TOHSS

1"

2"

1"L3x3x3/8x4" W/ (2) 1/2"ØBOLTS IN STD HOLES, TYP

ALIGN FACE

1 1/

2"1

1/2"

C12x20.7xCONT ATTRASH ENCLOSUREONLY

3/16 3" MINC12 TO HSS,T&B, TYP

T/CHANNELSEE ARCH

NOTE:1. RAMMED AGGREGATE PIERS NOT REQUIREDAT SITE ENCLOSURE FOUNDATIONS.

3/16 33/16 3

TYP

COPE ANGLE AT TOPCONN TO C SHAPE

ALIGN FACE OF ALLSTEEL WITH OUTSIDEFACE OF POSTS

L3x3, TYP

C6 TYP

C6x10.5

C6x10.5

L3x3x3/8 @ 3'-0"OC MAX, TYP

8

S1.20PL 3/8x6x1'-2",UNO

4

S1.20

S1.20

4

TYP

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795 F 303.499.7767

PROJECT

REV

TH

IS L

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IS

1 IN

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LO

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WH

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PR

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TO

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152683.00

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8/2

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SITE DETAILS

S1.20

GRAND JUNCTIONSKILLED NURSINGFACILITY

606 EAST FORESIGHT CIR.GRAND JUNCTION, CO 81505

STRUCTURAL

PACKAGE

LEK

LEK

15.0

781

GS

B,

RS

GS

B

1/2" = 1'-0"

ENLARGED PLAN - GENERATOR ENCLOSURE1

NORTH

1/2" = 1'-0"

ENLARGED PLAN - TRASH ENCLOSURE2

NORTH

NO SCALE4 SITE ENCLOSURE SECTIONNO SCALE8 SCREEN WALL ANGLES CONN

NO SCALE7 TYP SCREEN WALL

NOTE:1. SEE ARCH FOR DIMENSIONS AND LOCATIONS OF ENCLOSURE WALLS.

NOTE:1. SEE ARCH FOR DIMENSIONS AND LOCATIONS OF ENCLOSURE WALLS.

DESCRIPTION DATE

Typ

N.1 N.2 N.3

N.A

N.B

N.C

W.DE.D

SE

E

MA

TC

HL

INE

1/S

2.1E

SE

E

MA

TC

HL

INE

1/S

2.1W SEE

MATCHLINE1/S2.1CSEE

MATCHLINE1/S2.1C

SE

EM

AT

CH

LIN

E

1/S

2.1C

SE

EM

AT

CH

LIN

E

1/S

2.1C

59'-8"

29'-10" 29'-10"

S2.51

1

S5.10 4

F4x4A

98'-6"

F2x2

98'-0"

F2x2

98'-4"

F5x5

99'-0"

F7x7

99'-0"

SOG4A

100'-0"

HSS8x8x5/8

W10x88HSS8x8x5/16

HSS8x8x1/4

HSS8x8x1/4TYPE B

HSS8x8x1/4TYPE B

HSS8x8x1/4TYPE B

W10x88

5

S3.02

5

S3.02

TYP

5

S3.02

8

S3.01

TYP (4)SIDES

7

S3.01

7

S3.01

1

S3.02

N.D

1'-0"

6"

6"1'

-2"

6'-0

"1'

-2"

1'-2" 1'-5 1/2"

1'-0"

F2x2

98'-4"

8

S3.02

8'-9

1/2

"20

'-8"

20'-0

"

49'-5

1/2

"

10°

5

S3.02

6

S3.02

7'-0

"5'

-4"

AD-1

SYMBOL DESCRIPTION

FTG MARK

T/FTG EL

F1

XX'-X"

SOGXXA

XXX'-XX"

SLAB THICKNESS

TYPE

T/SLAB

SLAB TYPE

CXX COLUMN SIZE OR MARK

FOUNDATION NOTES:1. SEE S0.00 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS ANDABBREVIATIONS.2. ALL COLUMNS AND SPREAD FOOTINGS ARE CENTERED ON GRIDSUNLESS NOTED OTHERWISE.3. DIMENSIONS ARE TO CENTERLINE OF MEMBER UNLESS NOTEDOTHERWISE.4. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLABSLOPES, DEPRESSIONS, FILL, PADS, AND CURBS NOT SHOWN ON THESTRUCTURAL DRAWINGS.

TYPICAL FOUNDATION DETAIL REFERENCES:FOR REINFORCING DEVELOPEMENT, PLACEMENT & BEND INFOFOR TYP CIP SLAB OR WALL PENETRATIONSFOR TYP SOG KEY PLANFOR TYP GRAVITY COLUMN BASE PLATEFOR TYP SPREAD FOOTING SCHEDULEFOR TYP STEM WALL

10/S3.007/S3.005/S3.0110/S3.024/S3.025/S3.02

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795 F 303.499.7767

PROJECT

REV

TH

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1 IN

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152683.00

2/9

/2016 9

:30:5

4 A

M

M/M

1/15/16

FIRST FLOOR

PLAN - NORTH

WING

S2.1N

GRAND JUNCTIONSKILLED NURSINGFACILITY

606 EAST FORESIGHT CIR.GRAND JUNCTION, CO 81505

LEK

LEK

15.0

781

GS

B,

RS

GS

B

KEYPLAN

WEST EASTCORE

NORTH

NORTH

1/4" = 1'-0"

FLOOR 1 - NORTH WING1

DESCRIPTION DATE

AD-1 ADDENDUM 1 2/9/2016

A

A

FTG

B/TRENCH EXCAVATION SHALL NOTEXTEND BELOW THIS LINE

1

2

GRADE

TRENCHEXCAVATION

TRENCHEXCAVATION2'-0"

BOTTOMREINFORCINGPER SCHEDULE

PLAN

W

L

L BARS

W BARS

MATERIAL BELOW ALLFOOTINGS TO BEENGINEERED ANDINSTALLED TO PROVIDEREQUIRED BEARINGCAPACITY

T/FTG, SEE PLANL BARS

W BARS

3" C

LRT

(L x W)

PLAN DIMENSIONS

20/S3.02

2" C

LR

TOP REINFORCING IFNOTED IN SCHEDULE

FLOOR 1100'-0"

8"2'

-0"

.

SEE PLAN6"8"

(2) #4 BOT

(2) #4 TOP

#3 @ 4'-0" OC

S3.01

2

NOTE:1. RAMMED AGGREGATE PIERS NOT REQUIRED BELOW STEM WALL.

AD-1

.

SEE PLAN

SEE PLANT/FTG

SEE 4/S3.02

3

S3.01

10

S3.02

TYPICAL

HSS OR PIPECOLUMN

5/16

-

B

N

OPTIONAL LEVELING NUTS

DOUBLE NUT OR HEADEDANCHOR ROD

AB

OV

E N

UT

2" M

INP

RO

JEC

TIO

N

T, S

EE

SC

HE

DU

LEG

RO

UT

1 1/

2" N

ON

-SH

RIN

K9"

-

3/4"Ø ANCHOR RODS, UNO

PL WASHER 1/2x2x2 W/STANDARD HOLE

1 5/16"Ø HOLES IN BASEPLATE UNO

SEE PLAN FOR SUPPORTEDCOLUMN TYPE AND SIZE

TYP1 1/2"

TY

P1

1/2"

TYP BASE PLATE SCHEDULE

COLUMNSIZES

PLATETHICKNESS

T (IN)

PLATEWIDTHB (IN)

PLATELENGTH

N (IN)

HSS8x8 1 1/2 15 15

HSS 6 Ø, 6.625Ø 1 12 12

1 1/4 13 13HSS 8.625 Ø

HSS8x8 TYPE B 1 1/2 10 15

TYPE B

N

BSTEMWALL

NOTES:1. LOADS ARE UNFACTORED SERVICE LEVEL (ASD).2. FOR MAT FOUNDATIONS BELOW BRACED FRAMES, SEE PARTIAL FOUNDATION PLANS ON

SHEETS S2.50 AND S2.51.3. RAMMED AGGREGATE PIERS NOT REQUIRED BELOW CONTINUOUS EXTERIOR STEM

WALLS BETWEEN COLUMNS.

FLOOR 1100'-0"

T/WALLSEE PLAN

-

#6 @ 12" OC, VERT EF,HOOK BOT

#6 @ 12" HORIZ EF,HOOK EE

PL TO MATCH BASE PL ABOVE,W/ 1 13/16" HOLES BELOW MATFOUNDATION BOT REINF

FOR ADDITIONAL REQUIREMENTS SEE 8/S5.13

FIELD BENDINTO SLAB

FLOOR 1100'-0"

3'-0

"

T/CONCSEE PLAN

T/WALLSEE PLAN

SOG

TY

P2"

CLR

SEE SIM FOR REINF11/S3.02

#4 (A706) @12" OC VERT,FIELD BEND INTO SLAB

#4 x CONT

#4 @ 13"OC, HORIZHOOK EE

LTE

PR

OJE

CT

ION

1'-1

0"

2" CLR

TY

P3"

CLR

FLOOR 1100'-0"

4'-0

"

#7 @ 12" OC, IN TRANSVERSE(SHORT) DIR,AT SIM #10 @ 12" OC, INTRANSVERSE DIRFULL HEIGHT HOOK EE,IN LAYER T2 & B2SEE

TYP2" CLR

TOCSEE PLAN

(2) #6 STD HOOK EE,TYP EA SIDE

#10 @ 12" OC, INLONGITUDINAL DIR, FULLHEIGHT HOOK EE, INLAYER T1 & B1SEE#3 @ 2'-0" OC, W/

STD HOOK AT TOP

# 4 x CONT TOP

BO

T3"

CLR

LTS

, TY

P

15/S3.02

15/S3.02

S.37

L2x2x1/4, (4) SIDES OF PITW/ (2) 1/2"Øx4" HAS @ 12" OC

W-19-4 (1 3/4x3/16)STEEL BAR GRATING

T/SUMP PIT

(2) #10 ES OFSUMP PIT

CUBE

2'-0"

FIELD BENDINTO SLAB

SEE FOR MORE INFORMATION12/S3.02

FLOOR 1100'-0"

(3) #4 HORIZ

#3 @ 12" VERT

OPTIONAL CJ ATCONTRACTOR'SOPTION

(4) # 4 BOT

#3 @ 12" BOT

11" 8" 6" 11"

1'-2

"10

"8"

.

SEE PLAN

S3.01

2

NOTE:1. RAMMED AGGREGATE PIERS NOT REQUIRED BELOW STEM WALL.

3'-0"

FLOOR 1100'-0"

SEE FOR REINF4/S3.02SEE FORSTEM WALL REINF

5/S3.02

T/CONCSEE PLAN

SOG

.

3

S3.01

10

S3.02

T1

T2

B2

B1

FLOOR 1100'-0"

SEE PLAN1'-0"8"

8"2'

-0"

NOTE:1. RAMMED AGGREGATE PIERS NOT REQUIRED BELOW STEM WALL.

-

(3) #4 TOP

#3 @4'-0" OC

(3) #4 BOT

S3.01

2

AD-1

L3 1/2x3 1/2x3/8x6 ES

(4) 3/4"Øx6" HDAS

OF HSS6" TO SIDE

STUD2" TYP TO

PL 3/4"

ERECTION BOLT

3/16TYP

3/16TYP

3" T

O B

/HS

S

COORD W/ELEV MNFR

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795 F 303.499.7767

PROJECT

REV

TH

IS L

INE

IS

1 IN

CH

LO

NG

WH

EN

PR

INT

ED

TO

FU

LL S

CA

LE

EO

R:

PR

INC

IPA

L:M

M J

OB

#:

DE

SIG

NE

RS

:P

RO

JEC

T M

AN

AG

ER

:D

AT

E P

RIN

TE

D:

152683.00

2/9

/2016 9

:31:1

2 A

M

M/M

1/15/16

TYPICAL FOOTING

DETAILS

S3.02

GRAND JUNCTIONSKILLED NURSINGFACILITY

606 EAST FORESIGHT CIR.GRAND JUNCTION, CO 81505

LEK

LEK

15.0

781

GS

B,

RS

GS

B

NO SCALE2 TYP EXCAVATION AT FTG

NO SCALE4 TYP SPREAD FOOTING

2. FOR FOUNDATION LOADS AT INDIVIDUAL SPREAD FOOTINGS, SEE DETAIL

1. PROVIDE MINIMUM OF (3) GEOPIERS BELOW EACH SPREAD FOOTING F5x5 ORLARGER.

NOTES:

(16) #6 TRANS T&BF16x8 16'-0"x8'-0"x1'-6"

(12) #6 LONG T&B- -

F7x7 7'-0"x7'-0"x2'-2" (8) #7 EW BOT 294 -

F6x6 6'-0"x6'-0"x2'-0" (7) #6 EW BOT 216 -

F5x5 5'-0"x5'-0"x1'-6" (6) #6 EW BOT 150 -

F4x4B 4'-0"x4'-0"x1'-2" #4 @ 12" HOOK, EW T&B - -

F4x4A 4'-0"x4'-0"x1'-2" (5) #5 EW BOT 96 -

F3x3 3'-0"x3'-0"x1'-0" (4) #4 EW BOT 54 -

F2x2 2'-0"x2'-0"x1'-0" (3) #4 EW BOT 24 -

MARKFOOTING SIZE

L x W x TREINFORCING

SERVICECAPACITY (KIPS)

REMARKS

SOIL ALLOWABLE PRESSURE = 6000 PSF

SPREAD FOOTING SCHEDULE

NO SCALE5 TYP STEM WALL NO SCALE1TYP STEEL COL AT INTERIORFOOTING

NO SCALE10 TYP GRAVITY COLUMN BASE PLATE

NO SCALE20RAMMED AGGREGATE PIERFOUNDATION LOADS

NO SCALE13 MAT FND WALL AT BRACE COL

NO SCALE12 MAT FND AT ELEVATOR

NO SCALE11 TYP MAT FND DETAIL

NO SCALE14 ELEV SUMP PIT NO SCALE6 STEM WALL BELOW WINDOW

NO SCALE8 TYPICAL SECTION AT PERIMETER

NO SCALE15 MAT SLAB REINF LAYERING NO SCALE7 STEM WALL AT STONE WALL

NO SCALE17 TYP DIVIDER BEAM AT ELEV PIT

DESCRIPTION DATE

AD-1 ADDENDUM 1 2/9/2016

Ref: S1.20

Ref: S2.1N