BSM Project Drawings - Amendment 0003.pdf

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E

A

C

DESIGNED

WESTERN AREA POWER ADMINISTRATION

ROUNDED CONC TOP

6" DIA STD

WEIGHT STEEL

PIPE, CONCRETE

FILLED, FINISH

COLOR SAFETY

YELLOW

CONCRETE

EMBEDMENT

1'-6"

DIA

BOLLARD

NOT TO SCALE

C500

FINISHED GRADE

(MATCH EXISTING)

TOOLED EDGE

3/4" RESILIENT FILLER

7" PCC

T/3" TOOLED OR GREEN SAW JOINT

SLAB OR

FOUNDATION

3/4" RESILIENT FILLER

T/2

T/2

T/2

7" PCC

7" PCC

6" NDDOT CLASS 5

AGGREGATE BASE

6" NDDOT CLASS 5

AGGREGATE BASE

6" NDDOT CLASS 5

AGGREGATE BASE

EXPANSION JOINT AT SLAB DETAIL

NOT TO SCALE

CU501

EXPANSION JOINT DETAIL

NOT TO SCALE

C500

PCC PAVING WITH JOINT DETAIL

NOT TO SCALE

C500

5' MAX

M

A X

VARIES SEE PLAN

4" TROWEL FINISH (TYP.)

BROOM

1/8"

1/2"

SAWED

JOINTS

(TYP)

EXPANSION JOINTS

@ 25' CTRS MAX

T

Y P

SAWCUT

PLAN

4" P.C.C.

4" NDDOT

CLASS 4

AGGREGATE

BASE COURSE

SECTION A

1/2" RADIUS (TYP.)

1. BROOM FINISH SHALL BE APPLIED NORMAL TO

DIRECTION OF TRAFFIC.

2. SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE

WITH CITY OF BISMARCK STANDARDS.

SAW JOINT

NOTES:

EXPANSION JOINT

NOTES:

PRE-FORMED EXP.

JOINT MATERIAL

1/8" RAD 1/8" RAD

A

B

EXPANSION JOINT

SECTION B

6 X 6 - W1.4 X W1.4

COMPACTED SUBGRADE

4" NDDOT CLASS 4

AGGREGATE BASE COURSE

4" P.C.C.

1. SAW JOINTS TO BE LOCATED TO MAINTAIN AN APPROXIMATE

SQUARE SLAB AS INDICATED ON PLANS.

2. EXPANSION JOINTS TO BE LOCATED WHERE WALK ABUTS

CONCRETE CURBS, DRIVES, STRUCTURES AND WHERE WALK

CHANGES DIRECTION.

TYPICAL SIDEWALK DETAIL

NOT TO SCALE

C500

TYPICAL SIDEWALK JOINT DETAIL

NOT TO SCALE

C500

COMPACTED SUBGRADE

ISOLATION JOINT DETAIL

NOT TO SCALE

C500

(COVERS & RINGS REMOVED)

TOP VIEW

SIDE SECTION VIEW

OPERATING CAPACITY: 500 GALLONS.

DESIGN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS

(WATER LEVEL BELOW TANK) AND 1'-6' EARTH COVER.

SUITABLE SUB-BASE BEDDED WITH GRANULAR MATERIAL SHALL BE

PREPARED TO HANDLE ANTICIPATED LOADS.

FOR COMPLETE DESIGN AND PRODUCT INFORMATION

CONTACT JENSEN PRECAST.

THIS DETAIL IS FROM JENSEN PRECAST. ITEM OF EQUAL SIZE AND

QUALITY IS ALSO ACCEPTABLE.

6'-0"

24"

T

O

500 GALLON SAND-OIL INTERCEPTOR

NOT TO SCALE

C500

4" PIPE AND

FITTINGS

STANDARD-TEE

OR ELBOW PER

CODE

24" CAST IRON FRAMES

AND COVERS WITH GASKET

(GASTIGHT) 2 TOTAL

3", 6" AND 12" GR2432

GRADE RINGS AS

REQUIRED AT EXTRA COST

2.0' 2.0'

4.0'

C L

P

A N

FINISHED SURFACE

#4 @ 18" O.C., EACH WAY

12" SCARIFIED & COMPACTED SUBGRADE

6" NDDOT CLASS 5 AGGREGATE BASE

CONCRETE DRAINAGE PAN

NOT TO SCALE

C500

T

NON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIAL

C500

NT

CIVIL SITE DETAILS I

ACG

07/02/2020

B 06/23/20 90% DESIGN REVIEW

0 07/02/20 ISSUED FOR CONSTRUCTION

NO. 4 BARS,

18" O.C., EACH WAY

NO. 4 BARS,

18" O.C., EACH WAY

NO. 4 BARS,

18" O.C., EACH WAY

INLET

INVERT

1662.66

OUTLET

INVERT

1662.40

PVC SPIGOTS

PVC FITTING

THREADED PVC

PVC RISERS

PLUGS AT GRADE

4" OR 6"

SERVICE

LATERALS

DOUBLE CLEANOUT DETAIL

NOT TO SCALE

C500

12" SCARIFIED AND

COMPACTED SUBGRADE

12" SCARIFIED AND

COMPACTED SUBGRADE

12" SCARIFIED AND

COMPACTED SUBGRADE

1 08/28/20 REV 1

8/25/2020

AMENDMENT 0003

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E

A

C

DESIGNED

WESTERN AREA POWER ADMINISTRATION

ROAD BASE SECTION

NOT TO SCALE

C501

6" NDDOT CLASS 5

AGGREGATE BASE

12" SCARIFIED AND

COMPACTED SUBGRADE

MATCH

EXIST

SEE PLAN

MATCH

EXISTING

MATCH

EXIST

MATCH

EXISTING

IN STREET

T R

E N

C H

Z

O N

E

P I P

E

O

D

L I M

I T

S

O

F

B E

D D

I N

G

BEDDING TO BE

ASTM C33 N0 67

NEW

PAVEMENT

SURFACE

UNIFORM CUT LINE

ASPHALT/CONCRETE

EXISTING

PAVEMENT

SURFACE

EXISTING BASE

COURSE

NEW BASE

COURSE

COMPACTED

BACKFILL

WIDTH PER

SPECIFICATIONS

IN OPEN FIELD

UTILITY TRENCH

NOT TO SCALE

C501

H

V

M

A

X

12"

DEMO & REPLACE

PAVEMENT 1'

BEYOND TRENCH

B c

4"

1/4 Bc

Bc + 8"

BEDDING TO BE

ASTM C33 NO 67

PLAIN OR REINFORCED

CONCRETE 2,000 PSI MIN.

CONCRETE CRADLE SECTION

NOTES:

1. TRENCHES

TRENCHES SHALL BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMEN AND FOR THE PROTECTION OF EXISTING UTILITIES IN

ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. PVC PIPE TRENCH WIDTHS SHALL BE IN ACCORDANCE WITH

THE UNI-BELL HANDBOOK OF PVC PIPE, LATEST EDITION. DUCTILE IRON PIPE TRENCH WIDTHS AT THE TOP OF PIPE SHALL BE IN ACCORDANCE WITH

AWWA C-600 LATEST EDITION. SHOULD TRENCHES BE EXCAVATED WIDER THAN ALLOWED, THE CONTRACTOR MAY REQUIRE THAT A CONCRETE

CRADLE BE PLACED AROUND THE PIPE IN CONFORMANCE WITH THE SPECIAL BEDDING DETAIL. SUPPORT PIPE FROM WALL TO FIRST JOINT WITH

CONCRETE CRADLE STRUCTURALLY CONTINUOUS WITH BASE SLAB OR FOOTING.

2. BEDDING

CONTRACTOR SHALL SUBMIT BEDDING GRADATION TEST RESULTS FOR REVIEW, PRIOR TO DELIVERING ANY MATERIAL TO THE PROJECT SITE. SEE

SPECIFICATIONS FOR BEDDING GRADATION REQUIREMENTS. BEDDING LIMITS SHALL EXTEND FROM SIX INCHES UNDER THE PIPE TO SIX INCHES

ABOVE THE PIPE. THE LIMITS OF BEDDING DEFINE THE "PIPE ZONE". CLASS B BEDDING MATERIAL SHALL BE USED AS PIPE BEDDING. WHERE COVER

EXCEEDS 22 FEET, THE CONTRACTOR SHALL REVIEW THE INSTALLATION AND RECOMMEND BEDDING MATERIAL AND PIPE CLASS.

3. COMPACTION

PIPE ZONE (BEDDING) COMPACTION SHALL BE 90% STANDARD PROCTOR DENSITY OR EQUIVALENT RELATIVE DENSITY. TRENCH ZONE COMPACTION

SHALL BE; 95% STANDARD OR MODIFIED PROCTOR DENSITY OR EQUIVALENT RELATIVE DENSITY INSIDE STREET RIGHTS-OF-WAY; AND 90% STANDARD

OR MODIFIED PROCTOR DENSITY OR EQUIVALENT RELATIVE DENSITY OUTSIDE STREET RIGHTS-OF-WAY UNLESS SPECIFIED OTHERWISE.

GATE VALVE

THRUST

BLOCK

FINISH GRADE

VALVE

BOX

SERVICE LINE

(SIZE VARIES)

CENTER LINE MAIN

BACKFILL AS

SPECIFIED

CRUSHED

ROCK DRAIN

BED

ISOLATION VALVE

NOT TO SCALE

C501

4.5" ASPHALT BASE

6" NDDOT CLASS 5 AGGREGATE BASE

12" SCARIFIED & COMPACTED SUBGRADE

ASPHALT PAVEMENT DETAIL

NOT TO SCALE

C501

BISMARCK SANITARY SEWER MANHOLE

NOT TO SCALE

C501

FOUNDATION

WALL

8" DIA.

45° BEND

FACE OF BUILDING

3"x3" DOWNSPOUT

3"X3" TO 8" PVC

BOOT TRANSITION

PACK BOOT WITH OAKUM.

FILL WITH NON-SHRINK GROUT.

FINISH

GRADE

M I N

I M

U M

F

R O

S T

D

E P

T H

45° BEND

1. DIAMETER OF BOOT SHALL BE 1/2" GREATER THAN DOWNSPOUT'S LARGEST DIMENSION.

2. BOOT MATERIAL SHALL BE PVC. ALL ELSE SHALL BE PVC UNLESS OTHERWISE INDICATED.

NOTES:

CLEANOUT (TEE W/ PLUG)

EXTEND TO DAYLIGHT

AT DITCH. SEE SHEET

CU001 FOR ROUTING.

DOWNSPOUT AND UNDERDRAIN DETAIL

NOT TO SCALE

C501 C501

NT

CIVIL SITE DETAILS II

ACG

07/02/2020

B 06/23/20 90% DESIGN REVIEW

0 07/02/20 ISSUED FOR CONSTRUCTION

7"

1"

NOTES:

1. PLACE 3/4" EXPANSION JOINTS WITH 24" DOWELS AT RADIUS POINTS OR A

MAXIMUM OF 60' ON STRAIGHT SECTIONS. THESE DOWELS SHALL BE

GREASED AND WRAPPED ON ONE END WITH EXPANSION TUBES.

2. INSTALL 1 1/2" DEEP CONTRACTION JOINTS AT APPROXIMATELY 15' INTERVALS.

THESE JOINTS SHALL PASS THROUGH THE ENTIRE CURB SECTION.

3. FORM NOT REQUIRED BELOW GRADE.

#5 x 24" SMOOTH

DOWELS (SEE NOTES)

5' SIDEWALK

EXPANSION JOINT

6" VERTICAL CURB

SLOPED CONC PAVEMENT

6" VERTICAL CURB AND TAPERED END DETAIL

NOT TO SCALE

C501

SIDEWALK

2.0" ASPHALT SURFACE

NOTE:

1. ASPHALT SHALL FOLLOW NDDOT SUPERPAVE FAA41.

COMPACTED SUBGRADE

1 08/28/20 REV 1

8/25/2020

AA - ALUMINUM ASSOCIATION

AB - ANCHOR BOLT

ABT - ABOUT

ACI - AMERICAN CONCRETE

INSTITUTE

ADH - ADHESIVE

AGGR - AGGREGATE

AHR - ANCHOR

AISI - AMERICAN IRON AND

STEEL INSTITUTE

AISC - AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL, ALUM - ALUMINUM

ALTN - ALTERNATE

ANSI - AMERICAN NATIONAL

STANDARDS INSTITUTE

ARCH - ARCHITECT

ASTM - AMERICAN SOCIETY FOR

TESTING OF MATERIALS

AWS - AMERICAN WELDING

SOCIETY

(B) - BOTTOM

BC - BOLT CIRCLE

BETW - BETWEEN

BLDG - BUILDING

BM - BEAM

BO - BOTTOM OF

BOC - BOTTOM OF CONCRETE

BOS - BOTTOM OF STEEL

BOT - BOTTOM

B/P - BASE OF PIER

BRG - BEARING

BRKT - BRACKET

C/C - CENTER TO CENTER

CL - CENTER LINE

CF - CUBIC FEET

CHKR - CHECKER

CIR - CIRCLE

CJ - CONSTRUCTION JOINT

CLR - CLEAR

CLJ - CONTROL JOINT

CMU - CONCRETE MASONRY UNIT

CO - CONCRETE OPENING

CONC - CONCRETE

CONT - CONTINUOUS

COL - COLUMN

COTR - CONTRACTING OFFICER

COR - CORNER

COORD - COORDINATE

CRSI - CONCRETE REINFORCING

STEEL INSTITUTE

CTR - CENTER

CTRD - CENTERED

CY - CUBIC YARD

DBL - DOUBLE

DET - DETAIL

DIAG - DIAGONAL

DIA - DIAMETER

DIM - DIMENSION

DK - DECKING

DL - DEAD LOAD

DN - DOWN

DWL - DOWEL

DWG - DRAWING

E - EAST

EA - EACH

EF - EACH FACE

EJ - EXPANSION JOINT

EL - ELEVATION

ELEC - ELECTRICAL

EMBED - EMBEDMENT

EQ - EQUAL

EQUIV - EQUIVALENT

EQ SP - EQUALLY SPACED

EQUIP - EQUIPMENT

EXIST - EXISTING

EW - EACH WAY

FD - FLOOR DRAIN

FDN - FOUNDATION

FTG - FOOTING

FF - FAR FACE

FL - FLOOR

FNSH - FINISH

FS - FAR SIDE

FT - FEET

GA - GAGE

GALV - GALVANIZE

GB - GRADE BEAM

GND - GROUND

GR - GRADE

GRTG - GRATING

HG - HIGH

HR - HANDRAIL

HPT - HIGH POINT

HORIZ - HORIZONTAL

HS - HIGH STRENGTH

IBC - INTERNATIONAL BLDG CODE

ID - INSIDE DIAMETER

IF - INSIDE FACE

IJ - ISOLATION JOINT

IN - INCHES

JT - JOINT

KSI - KIPS PER SQUARE INCH

L - ANGLE

LB - POUND

LD - DEVELOPMENT LENGTH

LG - LONG

LL - LIVE LOAD

LLH - LONG LEG HORIZONTAL

LLO - LONG LEG OUTSTANDING

LLV - LONG LEG VERTICAL

LONG - LONGITUDINAL

LPT - LOW POINT

LS - LAP SPLICE

MATL - MATERIAL

MAX - MAXIMUM

MC - MOMENT CONNECTION

MECH - MECHANICAL

MFR - MANUFACTURER

MH - MANHOLE

MIN - MINIMUM

MISC - MISCELLANEOUS

MK - MARK

NA - NOT APPLICABLE

NF - NEAR FACE

NOM - NOMINAL

NIC - NOT IN CONTRACT

NTS - NOT TO SCALE

NO - NUMBER

NS - NEAR SIDE

OC - ON CENTER

OD - OUTSIDE DIAMETER

OF - OUTSIDE FACE

OPNG - OPENING

OPP - OPPOSITE

OSHA - OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION

OZ - OUNCE

PCF - POUNDS PER CUBIC FOOT

PED - PEDESTAL

PEMB - PRE-ENGINEERED METAL

BUILDING

PERP - PERPENDICULAR

PL - PLATE

PLC - PLACES

PLF - POUNDS PER LINEAR FOOT

PREFAB - PREFABRICATED

PS - PIPE SUPPORT

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PVC - POLYVINYL CHLORIDE

RD - ROOF DRAIN

REF - REFERENCE

REINF - REINFORCE

REQD - REQUIRED

REV - REVISION

RM - ROOM

S - SOUTH

SB - SHEAR BAR

SCHED - SCHEDULE

SIM - SIMILAR

SLP - SLOPE

SOG - SLAB ON GRADE

SP - SPACE

SPEC - SPECIFICATION

SQ - SQUARE

SST - STAINLESS STEEL

STD - STANDARD

STL - STEEL

STIF - STIFFENER

STR - STRAIGHT

STRL - STRUCTURAL

STRUC - STRUCTURE

TEMP - TEMPORARY

THK - THICK

THRU - THROUGH

(T) - TOP

T/ - TOP OF

TOA - TOP OF ALUMINUM

TOB - TOP OF BOLT

TOC - TOP OF CONCRETE

TOG - TOP OF GRATING

TOM - TOP OF MASONRY

TOS - TOP OF STEEL

T/P - TOP OF PIER

T&B - TOP AND BOTTOM

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VAR - VARIES

VERT - VERTICAL

VEF - VERTICAL EACH FACE

WD - WIDE

W/ - WITH

W/O - WITHOUT

WP - WORK POINT

WS - WATERSTOP

WT - WEIGHT

WWF - WELDED WIRE FABRIC

@ - AT

& - AND

# - POUNDS OR NUMBER

% - PERCENT

STANDARD ABBREVIATIONS

EARTH

MATERIAL LEGEND

COMPACTED FILL

ROCK

GRANULAR FILL

SAND

CONCRETE

GROUT

CONCRETE

MASONRY UNITS

(PLAN/SECTION)

BRICK (COMMON/FACE)

WATER

STEEL (LARGE SCALE)

GRATING

ALUMINUM

CHECKERED PLATE

STRUCTURAL STEEL

(SMALL SCALE)

CONCRETE W/

REINFORCING BAR

ADHESIVE/EPOXY

ANCHOR

EXPANSION

ANCHOR

C L J T

TYPICAL BOND

BEAM

CONTINUOUS BOND

BEAM

CONCRETE

MASONRY UNIT

(ELEVATION)

VOID FORM

GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH

WORK SHOWN ON ALL OTHER DRAWINGS.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING

CONSTRUCTION AND REPORT ANY DISCREPANCIES FROM THE

CONTRACT OR REFERENCE DRAWINGS TO THE ENGINEER PRIOR TO

COMMENCING WITH WORK. IN NO CASE SHALL WORKING

DIMENSIONS BE SCALED FROM THE STRUCTURAL DRAWINGS.

3. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR

MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT

LIMITED TO, SHORING AND TEMPORARY BRACING TO PROVIDE

STRUCTURAL STABILITY DURING CONSTRUCTION.

4. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON

THE CONTRACT DRAWINGS OR SPECIFICATIONS, THEIR

CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR

SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH THE

APPROVAL OF THE ENGINEER. WHERE SECTIONS VARY,

CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS BETWEEN

THEM, UNLESS NOTED OTHERWISE.

5. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURERS WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

CONCRETE AND REINFORCING

1. SEE DRAWINGS S004 - S006 FOR CONCRETE AND CONCRETE

REINFORCING DETAILS AND DESIGN NOTES.

FOUNDATION EXCAVATION

1. ALL INFORMATION CONTAINED ON THE FOUNDATION DRAWINGS IS

BASED ON A REPORT TITLED "GEOTECHNICAL ENGINEERING REPORT,

WAPA VEHICLE MAINTENANCE FACILITY" PREPARED BY TERRACON

CONSULTANTS, INC PROJECT NO. M2205057, AUGUST 2020. THE

MENTIONED DOCUMENT IS NOT PART OF THE CONTRACT. IN THE

EVENT OF DISCREPANCIES BETWEEN THE ABOVE DOCUMENT AND

THE FOUNDATION DRAWINGS, THE FOUNDATION DRAWINGS SHALL

GOVERN.

2. FLOOR SLAB EXCAVATION: SLAB EXCAVATION SHALL EXTEND TO A

MINIMUM ELEVATION OF 1662'. ALL INTERIOR SLABS ON GRADE SHALL

BE PLACED OVER 6 INCHES OF FREE-DRAINING (LESS THAN 8%

PASSING THE U.S. NO 200 SIEVE) CRUSHED AGGREGATE OR SAND,

COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY.

3. FOUNDATION EXCAVATION: FOUNDATION EXCAVATION SHALL EXTEND

TO A MINIMUM ELEVATION OF 1660'. ALL OTHER FOUNDATIONS SHALL

BE PLACED ON STRUCTURAL FILL COMPACTED TO AT LEAST 95% OF

MAXIMUM DENSITY.

4. MAXIMUM SOIL LIFT THICKNESS SHALL BE 6 INCHES WHEN USING

HAND-GUIDED EQUIPMENT AND 9 INCHES WHEN HEAVY, SELF-

PROPELLED COMPACTION EQUIPMENT IS USED.

5. ON-SITE MATERIALS ARE SUITABLE FOR RESUSE AS A STRUCTURAL

FILL PROVIDED THEY MEET THE COMPACTION CRITERIA OUTLINED

ABOVE AND ARE FREE OF VEGETATION, ORGANIC MATTER AND

OTHER DELETERIOUS MATERIALS.

MISCELLANEOUS MATERIALS

1. GROUT FOR EQUIPMENT BASE PLATES SHALL BE NON-SHRINK NON-

METALLIC HIGH STRENGTH GROUT. GROUT SHALL BE FIVE STAR

GROUT BY U.S. GROUT CORPORATION OR APPROVED EQUAL. ALL

GROUTING REQUIRES CURING THE EXPOSED SURFACE WITH CURING

AND SEALING COMPOUND IMMEDIATELY AFTER INSTALLATION.

2. BONDING AGENT SHALL BE SIKADUR 32, HI-MOD BY SIKA

CORPORATION OR APPROVED EQUAL.

3. PROVIDE VAPOR RETARDER FOR INTERIOR FLOOR SLABS BENEATH

GRANULAR FILL MATERIAL WHEN SPECIFIED ON PROJECT-SPECIFIC

DOCUMENTS. MATERIAL SHALL CONFORM TO E1745 CLASS A, HAVE A

MAXIMUM PERM RATING OF 0.018, A MINIMUM MIL THICKNESS OF 15,

MINIMUM TENSILE STRENGTH OF 84 LB/IN, AND MINIMUM PUNCTURE

RESISTANCE OF 4135 GRAMS. MATERIAL SHALL BE EQUAL TO W.R.

MEADOWS PERMINATOR 15 MIL UNDERSLAB VAPOR RETARDER (HIGH

PUNCTURE RESISTANCE). ALL JOINTS/SEAMS, BOTH SIDE AND END,

SHALL BE OVERLAPPED 6" MINIMUM, AND TAPED USING W.R.

MEADOWS 4" WIDE PERIMETER TAPE (OR EQUAL); USE SAME

MATERIAL FOR ATTACHMENT TO FOUNDATION WALLS. ALL REPAIRS

SHALL BE MADE USING ORIGINAL MATERIALS.

PRE-ENGINEERED METAL BUILDING

1. THE FOUNDATION AND ANCHOR BOLT LAYOUT SHOWN IS BASED ON

PRELIMINARY COLUMN REACTIONS BASED ON THE LOAD CRITERIA

SHOWN ON THIS SHEET.

2. BUILDING COLUMN REACTIONS TO BE DETERMINED AFTER PEMB

CONTRACT IS AWARDED. FOUNDATION DESIGN AND ANCHOR BOLT

DESIGN SHALL BE CONFIRMED UPON RECEPT OF COLUMN REACTIONS

FROM PEMB MANUFACTURER.

DESIGN NOTES:

A. STRUCTURAL DESIGN WAS PREPARED USING THE FOLLOWING

CODES AND DATA:

1. INTERNATIONAL BUILDING CODE, 2018 EDITION

2. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE

3. ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES, 2016 EDITION

B. LIVE LOADS:

1. GARAGES - TRUCKS AND BUSES (16,000 LB OVER A 20" X 10"

TIRE CONTACT AREA)

2. ROOF LIVE LOAD - 20 PSF

C. SNOW LOADS:

1. GROUND SNOW LOAD (Pg) - 35 PSF

2. FLAT-ROOF SNOW LOAD (Pf) - 24.3 PSF

3. SNOW EXPOSURE FACTOR (Ce) - 0.9

4. SNOW LOAD IMPORTANCE FACTOR (Is) - 1.10

5. THERMAL FACTOR (Ct) - 1.0

6. SLOPE FACTOR (Cs) - 1.0

7. DRIFT SURCHARGE LOADS (Pd) - N/A

D. WIND DESIGN DATA:

1. BASIC DESIGN WIND SPEED (V) - 121 MPH

2. NOMINAL DESIGN WIND SPEED (Vasd) - 94 MPH

3. RISK CATEGORY III

4. EXPOSURE CATEGORY C

5. INTERNAL PRESSURE COEFFICIENT - ±0.18

E. SEISMIC DESIGN DATA:

1. RISK CATEGORY III

2. SEISMIC IMPORTANCE FACTOR (Ie) - 1.25

3. MAPPED SPECTRAL RESPONSE PARAMETERS:

a. SS = 0.054

b. S1 = 0.023

4. SOIL SITE CLASS E

5. DESIGN SPECTRAL RESPONSE PARAMETERS:

a. SDS = 0.086

b. SD1 = 0.063

6. SEISMIC DESIGN CATEGORY A

7. BASIC SEISMIC FORCE RESISTING SYSTEM(S):

a. STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE, EXCLUDING CANTILEVER COLUMN

SYSTEMS

8. DESIGN BASE SHEARS(S): 9.35 KIPS

9. SEISMIC RESPONSE COEFFICIENT(S) (CS) - 0.036

10. RESPONSE MODIFICATION COEFFICIENT(S) (R) - 3.0

11. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

METHOD

F. GEOTECHNICAL INFORMATION & SOIL PROPERTIES:

a. SOIL ALLOWABLE BEARING PRESSURE (UNO): 1,500 PSF

DEFERRED SUBMITTALS:

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL

ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND

ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND

FORWARD THEM TO THE BUILDING OFFICIAL WITH A

NOTATION INDICATING THAT THE DEFERRED SUBMITTAL

DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY

HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE

WITH THE DESIGN OF THE BUILDING. THE DEFERRED

SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL

THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN

APPROVED BY THE BUILDING OFFICIAL.

AS A MINIMUM, ITEMS REQUIRING DEFERRED

SUBMITTALS ARE AS FOLLOWS:

1. PRE-ENGINEERED METAL BUILDING SYSTEM -

INCLUDES ALL STEEL FRAMING AND ANCHOR BOLT

LOADING.

NON STRUCTURAL ITEMS NOT SPECIFICALLY IDENTIFIED

ABOVE AND NOT INCLUDED IN THESE STRUCTURAL

DRAWINGS SHOULD ALSO BE CONSIDERED DEFERRED

SUBMITTALS.

THE ABOVE LISTED SUBMITTAL DOCUMENTS SHALL BE

STAMPED AND SIGNED BY A REGISTERED

PROFESSIONAL ENGINEER IN THE APPROPRIATE STATE.

SEE STRUCTURAL SPECIFICATIONS FOR ADDITIONAL

SUBMITTAL REQUIREMENTS.

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

C

DESIGNED

WESTERN AREA POWER ADMINISTRATION

S00105/29/20

GENERAL NOTES SHEET I

N. WITHERS U. PANDEY

BOLSTER SUPPORTS FOR REBAR:

1. GENERAL: TOP SURFACE OF COMPACTED BASE GRANULAR FILL

MATERIAL SHALL NOT BE CONSIDERED EQUIVALENT TO A

FORMED SURFACE REGARDING CLEARANCES ABOVE EARTH.

REBAR LOCATION SHALL BE AS SPECIFIED AND SHOWN IN

DETAILS; AND SHALL BE AS MEASURED FROM BOTTOM SURFACE

OF CONCRETE SLAB. ALL SLAB REINFORCEMENT SHALL BE

POSITIVELY SUPPORTED AT CORRECT POSITION USING BOLSTER

SYSTEM PRIOR TO CONCRETE PLACEMENT; VIOLATION OF THIS

PROVISION WILL RESULT IN REJECTION WITHOUT EXCEPTION.

UNDER NO CIRCUMSTANCES WILL IT BE ACCEPTABLE TO "PULL"

REBAR INTO POSITION DURING CONCRETE PLACEMENT;

VIOLATION WILL RESULT IN REJECTION WITHOUT EXCEPTION.

2. MAIN 8" SLAB-ON-GRADE SECTIONS (UNLESS SPECIFIED

OTHERWISE) : EQUAL TO DAYTON SUPERIOR 3-1/2" TALL x 5'

LONG CONTINUOUS HIGH CHAIR WITH PLATE (CHCP-TYPE, PART

NUMBER 74924) WITH CONTINUOUS 5' LONG TOP WIRE AND (2) 1"

WIDE x 5' LONG CONTINUOUS STEEL BASE PLATES (1 PER LEG);

SPACE SUPPORTS AT 24" MAXIMUM.

3. PERIMETER 12" DEEP TURN DOWN SECTIONS IN EXTERIOR

APRONS, SIDEWALKS, ENTRY AND EQUIPMENT SLABS-ON-

GRADE: EQUAL TO DAYTON SUPERIOR 9-1/2" TALL x 5' LONG

CONTINUOUS HIGH CHAIR (CHC-TYPE, PART NUMBER 121104)

WITH CONTINUOUS 5' LONG TOP WIRES.

PREFORMED JOINT FILLER MATERIALS AND SEALANTS:

1. EXTERIOR: MATERIAL EQUAL TO W.R. MEADOWS

ASPHALT EXPANSION / CONTRACTION JOINT FILLER

CONFORMING TO ASTM D994, THICKNESS AS SHOWN

ON DRAWINGS.

2. INTERIOR VEHICLE BAYS: MATERIAL EQUAL TO W.R.

MEADOWS FIBRE EXPANSION / CONTRACTION JOINT

FILLER CONFORMING TO ASTM D 1751, THICKNESS AS

SHOWN ON DRAWINGS. HOLD PRODUCT DOWN TO

LEAVE ROOM FOR COMPATIBLE SEALANT.

3. JOINT SEALANT SHALL BE COMPATIBLE WITH

SPECIFIED JOINT FILLER MATERIALS, AND SHALL BE

INTERIOR OR EXTERIOR GRADE CONSISTENT WITH

SPECIFIED LOCATIONS.

GEOTEXTILE FABRIC:

1. PROVIDE GEOTEXTILE FABRIC WHEN SPECIFIED ON

PROJECT-SPECIFIC DOCUMENTS. GEOTEXTILE FABRIC

SHALL BE WOVEN, BLACK POLYPROPYLENE FABRIC

AND HAVE A FILL TENSILE STRENGTH NOT LESS THAN

200 POUNDS, FILL ELONGATION NOT MORE THAN 20

PERCENT, BURST STRENGTH NOT LESS THAN 450 PSI,

AND PUNCTURE STRENGTH NOT LESS THAN 75

POUNDS. INSTALL GEOTEXTILE FABRIC IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTION.

A 06/02/20 30% DESIGN REVIEW

B 06/23/20 90% DESIGN REVIEW

0 07/02/20 ISSUED FOR CONSTRUCTION

1 08/28/20 REV 1

08/26/2020