Foundation_Plan.pdf

DESIGN CODES:

1. INTERNATIONAL BUILDING CODE (IBC), 2015, WITH THE STATE OF ND AMENDMENTS

2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-10: MINIMUM DESIGN LOADS

FOR BUILDINGS AND OTHER STRUCTURES.

3. AMERICAN CONCRETE INSTITUTE (ACI) 318-14: BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE.

4. AMERICAN IRON AND STEEL INSTITUTE (AISI): AISI/S100-12

DESIGN LOADS:

1. LIVE LOADS:

1.1. OFFICE 50.0 PSF

2. DEAD LOADS:

2.1. WEIGHT OF REMANUFACTURED BLDG. 20,000 LBS

3. SNOW LOADS:

3.1. GROUND SNOW, Pg 60 PSF

3.2. FLAT ROOF SNOW LOAD, Pf 50.4 PSF

3.3. SLOPED ROOF SNOW, Ps 50.4 PSF

3.4. IMPORTANCE FACTOR, Is 1.2

3.5. EXPOSURE FACTOR, Ce 1.0

3.6. THERMAL FACTOR, Ct 1.0

3.7. SLOPED ROOF FACTOR, Cs 1.0

4. WIND LOADS:

4.1. WIND LOADS ON OTHER STRUCTURES - MWFRS:

4.1.1. DESIGN WIND FORCE 31.2 * AF (SQ. FT)

4.1.2. BASE PRESSURE 28.2 PSF

4.2. ULT. DESIGN WIND SPEED (Vult) 120 MPH

4.4 NOMINAL DESIGN WIND SPEED (Vasd) 93.0 MPH

4.5 INTERNAL PRESSURE COEFFICIENT ±0.18

4.6. IMPORTANCE FACTOR, Iw 1.0

4.7. RISK CATEGORY IV

4.8. EXPOSURE CATEGORY C

4.9. WIND BASE SHEAR 11.281 KIPS

5. SEISMIC LOADS:

5.1. BASIC SEISMIC FORCE RESISTING SYSTEM:

5.1.1. STEEL - ORDINARY CONCENTRICALLY BRACED FRAME.

5.2. ANALYSIS PROCEDURE USED:

5.2.1. EQUIVALENT LATERAL FORCE ANALYSIS

5.3. IMPORTANCE FACTOR, I

E

1.5

5.4. MAPPED SPECTRAL RESPONSE ACCELERATION:

5.4.1. SHORT PERIOD RESPONSE, S

S

0.033G

5.4.2. 1-SECOND PERIOD RESPONSE, S

0.014G

5.5 DESIGNED SPECTRAL RESPONSE ACCELERATION

5.5.1. SHORT PERIOD RESPONSE, S

DS

0.035G

5.5.2. 1-SECOND RESPONSE, S

D1

0.023G

5.6. SITE CLASS D

5.7. SEISMIC DESIGN CATEGORY, SDC A

5.8. RISK CATEGORY 1

5.9. DESIGN BASE SHEAR, V 0.200 KIPS

5.10. SEISMIC RESPONSE COEFFICIENT, C

S

0.01

5.11. RESPONSE MODIFICATION FACTOR, R 6.0

MATERIAL PROPERTIES:

CONCRETE PROPERTIES, 28-DAY COMPRESSIVE STRENGTH:

1. FOUNDATION WALLS & FOOTINGS 4,000 PSI

REINFORCING PROPERTIES:

1. REINFORCING BARS 60 KSI

SOILS AND FOUNDATIONS:

1. THE FOUNDATION HAS BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF

3000 PSF AS PER GEOTECHNICAL REPORT (BM-13-05803) PREPARED BY BRANN INTERTEC, INC. DATED

JUNE 27, 2014.

2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED TO COMPLY WITH OSHA

STANDARDS.

3. PROTECT BOTTOM OF EXCAVATIONS AND SOIL ADJACENT TO AND BENEATH FOUNDATION FROM

FREEZING.

4. CONTRACTOR IS RESPONSIBLE FOR DEWATERING FOUNDATION DURING CONSTRUCTION. PROTECT

SOILS BELOW FOUNDATION & BUILDING FROM BECOMING SATURATED DURING CONSTRUCTION.

FOUNDATION FILL: USE CL 5 AS SPECIFIED IN SECTION 816, "AGGREGATES". MOISTURE AND DENSITY

CONTROLS PER SECTION 714.04 A.7 ARE REQUIRED.

CONCRETE:

1. ALL FOOTINGS SHALL BE CENTERED UNDER WALLS AND PIERS UNLESS OTHERWISE NOTED.

2. DOWELS, SAME SIZE AND SPACING AS VERTICAL BARS, SHALL BE PLACED IN ALL FOOTINGS UNLESS

OTHERWISE NOTED.

3. CONCRETE REINFORCING SHALL BE DETAILED AS PER THE CRSI MANUAL OF STANDARD PRACTICE.

4. CONCRETE COVER SHALL BE PROVIDED AS FOLLOWS:

4.1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 IN

4.2. CONCRETE EXPOSED TO EARTH OR WEATHER:

4.2.1. NO. 5 BAR, W31 WIRE, AND SMALLER 1-1/2 IN

4.2.2. NO. 6 BAR THROUGH NO. 18 BAR 2 IN

4.3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

4.3.1. NO. 11 BAR AND SMALLER 3/4 IN

4.3.2. NO. 14 AND NO. 18 BAR 1-1/2 IN

5. CONCRETE SHALL BE PROTECTED FROM FREEZING DURING CONSTRUCTION.

6. CONCRETE SHALL NOT BE PLACED ON SATURATED OR FROZEN SOIL.

7. WATER SHALL NOT BE ADDED TO THE CONCRETE ON SITE.

8. REINFORCING SHALL BE FREE OF LOOSE RUST AND MILL SCALE, EARTH, ICE, AND OTHER FOREIGN

MATERIALS THAT WOULD REDUCE BOND TO CONCRETE.

9. CONCRETE CONTRACTOR SHALL COORDINATE LOCATION OF EMBEDDED ITEMS BY OTHER DISCIPLINES

WITH GENERAL CONTRACTOR.

10. DO NOT REPAIR, FILL, TOUCH-UP OR REPLACE EXPOSED CONCRETE WITHOUT ENGINEER/ARCHITECT

APPROVAL.

11. COLD WEATHER CONCRETING SHALL CONFORM TO SPECIFICATION OF ACI 301/ACI 306.1-90.

CONCRETE MIX DESIGN:

1. SPECIFICATIONS

1.1. MIX DESIGN NDDOT AAE3

1.2. COMPRESSIVE STRENGTH @ 28 DAYS 4000 PSI

1.3. SIZE OF COARSE AGGREGATE #3 NDDOT

1.4. SLUMP 3 INCH MAX.

1.5. AIR CONTENT 5-8% MAX.

1.6. W/C RATIO 0.44 MAX.

Nov 29, 2017 - 1:58pm - P:\State\NDDOT\13213100\Structural\CADD\13213100_Pembina - CBP Outbound Inspection Booth.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

IM-6-029(120) 216

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PEMBINA BORDER CROSSING

FOUNDATION NOTES

Document was originally issued and sealed by

Kerry Rauschendorfer

Registration Number

PE-10246,

on 11/30/2017 and the original documents are stored at the

North Dakota Department of Transportation

Preliminary Plans Not For Construction x

S T

R I P

F

T G

18'-1"

V

16'-9" (V.)

8"8"

V

OUTLINE OF BLDG. BY OTHERS

SEC

A

GRANULAR FILL

PAVEMENT ELEV. =

*792.69'

PAVEMENT ELEV. =

*793.04'

PAVEMENT ELEV. =

*792.41'

PAVEMENT ELEV. =

*792.82'

SCALE:

1/4" = 1'-0"

FOUNDATION PLAN

CONDUIT SEE

SEC. 140-3

SEC

B

*(VERIFY ELEV. ON SEC. 82-8)

1'-0"

#6 BOTTOM BARS

@ 12" o.c. (E.W.)

#5 HORZ. BARS

@ 18" o.c.

# 6 VERT. BARS

@ 12" o.c.

# 6 BENT BARS

@ 12" o.c.

#6 BOTTOM BARS

@ 12" o.c. (E.W.)

GRANULAR FILL,

CLASS 5

9" THICK PCC PAVEMENT

SECTION, SEE 30-4

NEW PRE-MANUFACTURED

BUILDING, BY OTHERS

8" AGGREGATE

BASE COURSE,

CLASS 5

7'-2" (V.)

1'-0"

C L

R

10'-6" (V.)

SEE PLANSEE PLAN

44"

9"

8"

8"

3"

CLR.

CONNECTION OF

PRE-MANUFACTURED

BLDG. TO TOP OF WALL BY

PRE-MANUFACTURED

BLDG SUPPLIER

S E

E

P

L A

N

T.O. FND. WALL

= 793'-2 1/2"

T.O. FTG.

= 786'-4"

M

I N

M I N

C

L R

4" CONC. SLAB, w/ #4

BARS @ 18" o.c. EA. WAY

SCALE:

A

SEC

3/8" = 1'-0"

FOUNDATION WALL SECTION

M

I N

#4 BARS TOP & BOT.

SCALE:

B

SEC

1/2" = 1'-0"

MECH. CHASE OPENING @ FND. WALL

1'-6"

M A

X

M I N

(2) #5 BENT

BARS @ 3"

o.c.

(2) #5 x 4'-0" BARS

@ 3" o.c.

1'-6"

#3 TIES

@ 3" o.c.

1'-6"

T

Y

P

C L R

Document was originally issued and sealed by

Kerry Rauschendorfer

Registration Number

PE-10246,

on 11/30/2017 and the original documents are stored at the

North Dakota Department of Transportation

Nov 29, 2017 - 1:58pm - P:\State\NDDOT\13213100\Structural\CADD\13213100_Pembina - CBP Outbound Inspection Booth.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

IM-6-029(120) 216

20 12

PEMBINA BORDER CROSSING

FOUNDATION PLAN

AND FOUNDATION WALL SECTION

Preliminary Plans Not For Construction