W912QR20B0020Plans-0000.pdf

US Army Corps of Engineers

US Army Corps of Engineers ®

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LOUISVILLE DISTRICT

JOINT SYSTEMS MANUFACTURING CENTER

LIMA, OHIO

ISSUE DATE: JUNE 24, 2020

SOLICITATION NO.: W912QR20B0020

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LIMA SRM PROJECTS

ADD EXTERIOR ELEVATOR P2# 477720

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Drawing Index

SHEET ID SHEET TITLE

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL GENERAL NOTES AND

ABBREVIATIONS

E-100 BUILDING PLAN - POWER

E-110 FIRST FLOOR PLAN - ELECTRICAL

E-120 SECOND FLOOR PLAN - ELECTRICAL

E-701 ELECTRICAL PANEL SCHEDULE

EG130 LIGHTNING PROTECTION PLAN

Drawing Index

SHEET ID SHEET TITLE

A-110 LEVEL 1 FLOOR PLAN

A-111 ENLARGED LEVEL 1 FLOOR PLAN

A-120 LEVEL 2 FLOOR PLAN

A-121 ENLARGED LEVEL 2 DIMENSION FLOOR

PLAN

A-122 ENLARGED LEVEL 2 NOTED FLOOR PLAN

A-130 ROOF PLAN

A-140 REFLECTED CEILING PLAN

A-200 ELEVATIONS

A-201 ELEVATIONS

A-300 SECTIONS

A-310 WALL SECTION

A-500 DOOR TYPES, FRAME TYPES, DOOR

SCHEDULE AND FINISH KEY

A-501 DOOR DETAILS

A-530 LOUVER TYPES AND DETAILS

A-540 WALL TYPES AND DETAILS

A-570 ROOF DETAILS

A-571 ROOF DETAILS

A-580 MISCELLANEOUS DETAILS

FA001 FIRE ALARM LEGEND

FX001 FIRE SUPPRESSION LEGEND

FX110 FIRE SUPPRESSION PLAN

FA110 FIRE ALARM PLAN

P-001 LEGEND, NOTES AND ABBREVIATION

PP111 PLUMBING PLANS

M-001 MECHANICAL GENERAL NOTES,

SYMBOLS, AND LEGEND

MH110 MECHANICAL PLAN

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

Drawing Index

SHEET ID SHEET TITLE

G-001 COVER SHEET AND INDEX OF DRAWINGS

G-201 LOCATION PLAN

G-202 CONTRACTOR LAYDOWN AREA

GI001 PROJECT AERIAL

V-110 EXISTING DEMOLITION PLAN

B-111 BORING LAYOUT PLAN

B-301 BORING LOGS

C-001 CIVIL LEGEND AND ABBREVIATIONS

CD110 DEMOLITION PLAN

CD701 DEMOLITION PHOTOGRAPHS

CS110 LAYOUT PLAN

CS501 PAVEMENT DETAILS

CU110 UTILITY PLAN

CU201 SANITARY SEWER PROFILE

CU501 UTILITY DETAILS

S-001 GENERAL STRUCTURAL NOTES AND

DESIGN CRITERIA

S-110 FOUNDATION AND FRAMING PLANS

S-120 FRAMING PLANS

S-211 FRAMING ELEVATIONS

S-212 FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-350 BRACING DETAILS

S-351 FRAMING SECTIONS

S-361 FRAMING SECTIONS

S-362 FRAMING SECTIONS

S-371 ROOF FRAMING SECTIONS

S-601 WIND UPLIFT DIAGRAM

S-851 ELEVATOR SECTIONS

S-852 ELEVATOR SECTIONS

S-853 ELEVATOR SECTIONS

AD120 REFERENCE PHOTOS

CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD

QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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15 July 2020

W912QR20B0020

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US Army Corps of Engineers

LIMA

VICINITY MAP

STATE MAP

LOCATION MAP

ACCESS GATE

AND INSPECTION

AREA

ALLEN

HAUL ROUTE

CONTRACTOR

LAYDOWN AREA

PROJECT LOCATION

PROJECT

LOCATION

REFER TO SPECIFICATION SECTION 00 80 00.00 06 FOR

ADDITIONAL INFORMATION ON ACCESS REQUIREMENTS.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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US Army Corps of Engineers

CONTRACTOR

LAYDOWN AREA

ELEVATOR

BUILDING SITE

NOTES:

1. CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF CONTRACTOR LAYDOWN AREA WITH

CONTRACTING OFFICER.

2. CONTRACTOR RESPONSIBLE FOR SECURING CONTRACTOR LAYDOWN AREA.

3. CONTRACTOR SHALL RESTORE CONTRACTOR LAYDOWN AREA TO PRE-CONSTRUCTION

CONDITIONS AT END OF PROJECT.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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CONCRETE PAVEMENT.

LEGEND

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GRAPHIC SCALE: 1" = 20'

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SAN MH #5

TOP 862.58

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8" SW INV 859.78

SAN MH #4

TOP 862.60

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8" NE INV 859.20

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20' 10' 0 20' 40' 60'

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N

GENERAL SURVEY NOTES

1. FIELD SURVEY PERFORMED BY:

CHOICE ONE ENGINEERING

440 E. HOEWISHER RD

SIDNEY, OH 45365

(937) 497-0200

2. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983

(NAD 83 (CORS 2011)) OHIO STATE PLANE NORTH.

3. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88)

4. 1 FOOT CONTOUR INTERVAL.

5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN

LOCATED FROM FIELD SURVEY INFORMATION AND

EXISTING DRAWINGS. ALL UTILITIES SHALL BE FIELD

VERIFIED PRIOR TO WORK BEING STARTED.

6. DATE OF SURVEY: 25 FEB 2020

VERTICAL AND HORIZONTAL CONTROL

MONUMENTS

COORDINATES (NAD 83 FT/PRVD02)

ELEV. (FT)

DESCRIPTION

NORTHING EASTING

B.M. #1 379933.582 1515696.230 875.69

"X" CUT ON EAST SIDE OF CONCRETE BASE OF LIGHT POLE #19 AT

THE ENTRANCE TO TEST TRACK

B.M. #2 380225.886 1516439.391 883.53

BOLT TIP ARROW TOP FLANGE FIRE HYDRANT 140'± SOUTH OF

FILLING STATION

B.M. #3 380541.558 1516333.192 874.45

BOLT TIP ARROW TOP FLANGE FIRE HYDRANT NORTH WEST

CORNER INTERSECTION JUST NORTH OF THE FILLING STATION

B.M.#4 381201.958 1515926.226 867.82

BOLT TIP ARROW TOP FLANGE FIRE HYDRANT EAST SIDE OF THE

EXISTING TANK

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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BORING LOCATION

LEGEND

GENERAL BORING NOTES

1. REFER TO SHEET B-301 FOR BORING LOGS.

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US Army Corps of Engineers

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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INDEX CONTOUR

INDEX CONTOUR

INDEX CONTOUR

INDEX CONTOUR

SFSF

DITCH CENTERLINE

INDUSTRIAL WASTE

OVERHEAD PRIMARY

FENCE

PROPERTY LINE

EASEMENT

TREE LINE

CULVERT PIPE

STORM DRAIN

SANITARY SEWER

FIRE WATER

WATER

GAS

LP GAS

OVERHEAD COMMUNICATIONS

UNDERGROUND PRIMARY

OVERHEAD SECONDARY

UNDERGROUND SECONDARY

NON-POTABLE WATER

CONSTRUCTION LIMTS

SILT FENCE

REFER TO ES001 FOR

PROPOSED SITE

ELECTRICAL AND

COMMUNICATIONS

MARSH, SWAMP OR WETLANDS

CONTOURS

INTERMEDIATE

CONTOURS

UNDERGROUND COMMUNICATIONS

EXISTING

PROPOSED

BENCH MARK

CONTROL POINT

MANHOLE

CLEAN-OUT

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

VALVE

CATCH BASIN

POWER POLE

LIGHT POLE

POLE MOUNTED LIGHT

TRANSFORMER PAD

GUY

TELEPHONE PEDESTAL

BORING

SOUNDING

SINGLE POST SIGN

STREET SIGN

STEEL GUARD POST

SANITARY SEWER MANHOLE

CONIFEROUS TREE

DECIDUOUS TREE

STORM SEWER MANHOLE

SSMH-1

SDMH-1

DETAIL IDENTIFICATION NUMBER

DETAIL IDENTIFICATION NUMBER

DETAIL NAME

NUMBER OF SHEET ON WHICH

DETAIL IS TAKEN

NUMBER OF SHEET ON WHICH

DETAIL IS TAKEN

REVISION NOTE INDICATOR

SHEET NOTE1

MISCELLANEOUS SYMBOLS

X

DETAIL

CG501

CIVIL ABBREVIATIONS

DEMOLITION - CD SERIES

LAYOUT - CS SERIES

GRADE AND DRAIN - CG SERIES

SEDIMENT AND EROSION CG700 SERIES

UTILITY - CU SERIES

CG501

EXISTING

PROPOSED

CIVIL

DRAWING ORDER

C/E

CP CP CP

SAN

INW

W W W

G G

LPG

COMM

COMM

E E E

E E E

ES ES ES ES

ES ES ES ES

CPCPCP

SAN

INW

W W W

NPW

GG

LPG

CIVIL LEGEND

RAILROAD

LANDSCAPE - LS SERIES

NOT TO SCALE

GRATED INLET

GI

P/P

GP

DETAIL CROSS REFERENCE

SD

PROPERTY BOUNDARY

POINT

F F F

C H

E C

K E

D

B

Y

D R

A W

N

B

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I S

S U

E

D

A T

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SHEET ID

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N A

M E

B

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V I L

S

T R

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T

A CLR

CLEAR,

ELECT ELECTRIC G J O

Q

ST STREET V

ABN ABANDON CLEARANCE ELEV ELEVATION GA GAGE J OC OVERCROSSING

QTY QUANTITY

STA STATION V

VALVE,

ABUT ABUTMENT CM CORRUGATED METAL EMB EMBANKMENT GALV GALVANIZED JCT JUNCTION OD OUTSIDE DIAMETER STD STANDARD VAR VARIABLE

AC ASPHALT CONCRETE CMP CORRUGATED METAL PIPE ENGR ENGINEER GP GRADING PLAN JB JUNCTION BOX OF OUTSIDE FACE R STR STRUCTURE VC VERTICAL CURVE

ADJ ADJUST CO CLEANOUT EP EDGE OF PAVEMENT GR GUARD RAILING JT JOINT OG ORIGINAL GROUND R RADIUS SURF SURFACING VCP VITRIFIED CLAY PIPE

AHD AHEAD COL COLUMN

EQ EQUATION

GSP GALVANIZED STEEL PIPE OH OVERHEAD RCP REINFORCED CONCRETE PIPE SW

SIDEWALK,

VERT VERTICAL

ALT ALTERNATE CONC CONCRETE ES EDGE OF SHOULDER GTR GUTTER L OPP OPPOSITE RD ROAD SWR SEWER VOL VOLUME

APPROX APPROXIMATE CONST

CONSTRUCT,

ETW EDGE OF TRAVELED WAY L LENGTH REINF

REINFORCED,

SYM SYMMETRICAL

ASSY ASSEMBLY CONSTRUCTION EVC END VERTICAL CURVE H LAT LATITUDE P REL RELOCATE W

ATFP ANTI TERRORISM FORCE CONT CONTINUOUS EW ENDWALL H HEIGHT LOC LOCATION P PAGE REPL REPLACEMENT T W

WEST,

PROTECTION COORD COORDINATE EXC EXCAVATION

H, HR

HOUR LONG LONGITUDE PB PULL BOX RET RETAINING TAN TANGENT WIDTH

AVE AVENUE CTRS CENTERS EXIST EXISTING HD HORIZONTAL DRAIN LONGIT LONGITUDINAL PC

POINT OF CURVATURE,

REV REVISED TBR TIMBER WT WEIGHT

AVG AVERAGE CULV CULVERT EXP

EXPANSION,

HDWL HEADWALL LT LEFT PRECAST RDWY ROADWAY TC TOP OF CURB WV WATER VALVE

AT CL CENTERLINE EXPRESSWAY HORIZ HORIZONTAL PCC

POINT OF COMPOUND CURVE,

RR RAILROAD TEL TELEPHONE WW WINGWALL

EXP JT EXPANSION JOINT HP

HINGE POINT,

M PCVC POINT OF COMPOUND VERTICAL CURVE RSP ROCK SLOPE PROTECTION TEMP TEMPORARY

B D EXT EXTERIOR HORSEPOWER MAINT MAINTENANCE PED PEDESTRIAN RT RIGHT TG TOP OF GRATE X

BC BEGIN HORIZONTAL CURVE D DEPTH HS HIGH STRENGTH MAX MAXIMUM PG PROFILE GRADE RTE ROUTE TOT TOTAL X SEC CROSS SECTION

BCR BEGIN CURB RETURN DD DOWNDRAIN F HW

HEADWALL,

MEP

MILITARY EQUIPMENT

PI POINT OF INTERSECTION R/W RIGHT OF WAY TP TELEPHONE POLE XING CROSSING

BEG BEGIN DBL DOUBLE FB FLOOR BEAM HIGH WATER PARKING P/L PROPERTY LINE RWY RAILWAY TRANS TRANSITION

BK BACK DEG DEGREE FDN FOUNDATION HWM HIGH WATER MARK MH MANHOLE POC POINT OF HORIZONTAL CURVE TS TRANSVERSE Y

BKF BACKFILL DIA DIAMETER FF FILTER FABRIC HWY HIGHWAY MIN MINIMUM POT POINT OF TANGENT S

TRAFFIC SIGNAL,

YR YEAR

BLDG BUILDING DIAPH DIAPHRAGM FG FINISHED GRADE MISC MISCELLANEOUS POVC POINT OF VERTICAL CURVE S

SOUTH,

TUBULAR STEEL YRS YEARS

BLVD BOULEVARD DIST

DISTANCE,

FH FIRE HYDRANT I MKR MARKER PP POWER POLE SALV SALVAGE TYP TYPICAL

BM BENCH MARK DISTRICT FIG FIGURE ID INSIDE DIAMETER MOD

MODIFIED,

PPL PREFORMED PERMEABLE LINER SD STORM DRAIN

BOT BOTTOM DR DRIVE FL FLOW LINE IF INSIDE FACE MODIFY PRC POINT OF REVERSE CURVE SEC

SECOND,

U

BVC BEGIN VERTICAL CURVE FOB FREE ON BOARD INT INTERIOR MON MONUMENT PRF PAVEMENT REINFORCING FABRIC SECTION USAR UNITED STATES ARMY

BW BARBED WIRE E FOC FACE OF CONCRETE INV INVERT MTL MATERIAL PRVC POINT OF REVERSE VERTICAL CURVE SEP SEPARATION RESERVE

E EAST FR RD FRONTAGE ROAD IRR IRRIGATION PERF PERFORATED SHLD SHOULDER

C EASE EASEMENT FTG FOOTING N PT POINT OF TANGENCY SHT SHEET

CB CATCH BASIN EC END HORIZONTAL CURVE N NORTH PVC POLYVINYL CHLORIDE SIM SIMILAR

CHNL CHANNEL ECR END CURB RETURN NB NORTHBOUND PVMT PAVEMENT SPEC

SPECIAL,

CI CURB INLET ED EDGE DRAIN NO. NUMBER SPECIFICATIONS

CIP

CAST-IN-PLACE,

NTS NOT TO SCALE

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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GP

AutoCAD SHX Text

CB

AutoCAD SHX Text

MH

AutoCAD SHX Text

CO

AutoCAD SHX Text

MH

AutoCAD SHX Text

CO

AutoCAD SHX Text P/P

AutoCAD SHX Text

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TRAV PT. #104

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EX SAN MH #4

TOP 860.04

8" SW INV 859.20

8" NE INV 859.20

EX SAN MH #5

TOP 862.58

8" NE INV 859.78

8" SW INV 859.78

E

N

E

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FIRE

DEPARTMENT

CONNECTION

S

A

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N 381746.44

E 1516367.24

N 381778.46

E 1516343.25

N 381808.44

E 1516383.26

N 381782.53

E 1516415.17

N 381762.06

E 1516352.44

N 381800.21

E 1516404.70

N 381764.44

E 1516341.26

N 381748.43

E 1516353.26

N 381796.55

E 1516417.17

N 381812.56

E 1516405.17

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D d n a m

US Army Corps of Engineers

SHEET KEYNOTES

1. EXISTING BUS SHELTER TO BE REMOVED.

2. EXISTING CONCRETE PAVEMENT TO BE REMOVED.

PAVEMENT TO BE REMOVED TO THE NEAREST JOINT.

3. EXISTING SANITARY SEWER TO BE REMOVED. REFER TO

CU110 FOR EXTENT OF REMOVAL.

A

PAVEMENT REMOVAL

PHOTOGRAPH ID AND DIRECTION. REFER TO

SHEETS CD701 FOR PHOTOGRAPHS.

LEGEND

C

D

A

B

20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

N

GENERAL SHEET NOTES

1. PAVEMENT REMOVAL COORDINATES ARE APPROXIMATE.

CONTRACTOR TO ADJUST LOCATION BASED UPON

NEAREST JOINT AND FINAL LOCATION OF ELEVATOR

BUILDING. REFER TO NOTE ON CS110 FOR ADDITIONAL

INFORMATION.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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PHOTOGRAPH A

EXISTING SITE

PHOTOGRAPH B

EXISTING SITE

PHOTOGRAPH C

EXISTING SITE

PHOTOGRAPH D

EXISTING SITE

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US Army Corps of Engineers

REFER TO SHEET CD110 FOR PHOTOGRAPHS

ID AND DIRECTION.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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CONNECTION

N 381781.38

E 1516363.81

A

INTERSECTIONS

COLUMNS A-1

INTERSECTIONS

COLUMNS A-2

N 381772.95

E 1516370.14

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S d n a m

US Army Corps of Engineers

SHEET KEYNOTES

1. PROVIDE NEW ELEVATOR BUILDING. REFER TO

ARCHITECTURAL.

2. PROVIDE BOLLARDS. REFER TO DETAIL 8, SHEET CS501.

REFER TO ARCHITECTURAL FOR LOCATIONS.

3. PROVIDE NEW CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS501.

4. PROVIDE SPLASH BLOCKS. REFER TO ARCHITECTURAL.

5. PROVIDE CONTRACTION JOINT. TYPICAL FOR ALL

INTERIOR JOINTS. PROVIDE EXPANSION JOINT AT ALL

STRUCTURES. REFER TO DETAILS CS501.

6. CONSTRUCTION JOINT. TYPICAL FOR ALL EXTERIOR

JOINTS. REFER TO DETAIL CS501.

TYP.

TYP.

TYP.

CONCRETE PAVEMENT.

LEGEND

20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

N

GENERAL SHEET NOTES

1. COLUMN INTERSECTION COORDINATES ARE

APPROXIMATE. CONTRACTOR TO ADJUST LOCATION OF

ELEVATOR BUILDING AS NECESSARY TO ENSURE

ELEVATOR LANDING AT ROOF LEVEL INTERSECTS ROOF

AT HIGH RIDGE POINT OF EXISTING ROOF STRUCTURE.

CONTRACTOR TO CENTER ELEVATOR CAB ON BUILDING

COLUMN. REFER TO A-130 FOR SLOPE OF ROOF.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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BOLLARD

18" DIA

M

I N

8" DIA. GALV.

STEEL PIPE,

CONCRETE FILLED

PAINTED YELLOW

UNLESS OTHERWISE

NOTED

GRADE LINE

CS110

DETAIL

NOT TO SCALE

PROVIDE EXPANSION JOINT AT ALL LOCATIONS

WHERE CONCRETE ABUTS EXISTING OR NEW

STRUCTURES.

PROVIDE CONTRACTION JOINTS AS NECESSARY.

NO SLAB SHALL EXCEED 1:1.25 LENGTH TO WIDTH RATIO.

PROVIDE CONSTRUCTION JOINT AT JUNCTION OF

EXISTING PAVEMENT.

1.

2.

3.

CONCRETE PAVEMENT NOTES:

EXPANSION JOINT

TRANSVERSE

CONTRACTION JOINT

DOWELED CONSTRUCTION JOINT

EXPANSION JOINT CONTRACTION JOINT

CONSTRUCTION JOINT

5/8" 5/8"

16"

D

D

D

D

5' MIN

¼

7"

12" RAW SUBGRADE

COMPACTED TO 90% OF

LABORARY MAXIMUM

DENSITY (ASTM D 1557)

PROVIDE #4

REINFORCEMENT

12" O.C.E.W.

7" ODOT CONCRETE, SECTION 450*,

CLASS QC 2 (4,500 PSI)

TURN EDGE DOWN WHERE

ABUTTING BITUMINOUS PAVEMENT

AND NO CURB. AT FREE EDGE,

THICKEN EDGE AS SHOWN ON

EXPANSION JOINT DETAIL

JOINT FILLER

BACKER

MATERIAL

POURED

JOINT SEALER

PAVEMENT

SURFACE

POURED

JOINT SEALER

PAVEMENT

SURFACE

BACKER

MATERIAL

JOINT

BOTTOM

INITAL

SAWCUT

OR INSERT

CRACK

PAVEMENT

SURFACE

POURED

JOINT SEALER

BACKER

MATERIAL

BUTTED JOINT

3/4" DIA. SMOOTH

DOWEL @ 24" SPA

PAINT AND OIL

ONE END OF DOWEL

EXISTING

PAVEMENT

DRILL AND

GROUT

CS110

CS501

CS501

CS501

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

CS501

CS501

CS501

CS501

CS501

CS501

CONCRETE PAVEMENT

3,500 PSI

CONCRETE (TYP)

NOTE: TOP TO BE PRECAST

OR CAST IN PLACE. NOT

HAND FORMED.

PROVIDE EXPANSION

JOINT WHEN PLACED

IN RIGID PAVEMENT.

REFER TO DETAIL 3,

SHEET CS501.

*ODOT: OHIO DEPARTMENT OF

TRANSPORTATION STANDARD

SPECIFICATIONS CONSTRUCTION

OF TRANSPORTATION SYSTEMS

4" AGGREGATE BASE COURSE

CONFORMING TO ODOT

CONSTRUCTION AND MATERIALS

SPECIFICATION SECTION 305 AND

TABLE 703.01-1 FOR NO. 57 OR 67.

4" AGGREGATE BASE COURSE

CONFORMING TO ODOT

CONSTRUCTION AND MATERIALS

SPECIFICATION SECTION 304 AND

703.17.

P A

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EX SAN MH #4

TOP 860.04

8" SW INV 859.20

8" NE INV 859.20

EX SAN MH #5

TOP 862.58

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8" SW INV 859.78

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US Army Corps of Engineers

GENERAL SHEET NOTES

1. CONTRACTOR TO VERIFY INVERT ELEVATION OF EXISTING

SANITARY SEWER LINE AT CONNECTION POINTS PRIOR

TO CONSTRUCTION. CONTRACTOR TO PROVIDE MINIMUM

0.25% SLOPE.

20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

N

SHEET KEYNOTES

1. PROVIDE SANITARY SEWER LINE. REFER TO DETAIL 2,

SHEET CU501.

2. PROVIDE SANITARY SEWER CLEAN OUT. REFER TO

DETAIL 3, SHEET CU501.

3. PROVIDE NEW SANITARY SEWER MANHOLE. REFER TO

DETAIL 1, SHEET CU501.

4. PROVIDE 4" WATER LINE. REFER TO DETAIL 2, SHEET

CU501.

5. PROVIDE GATE VALVE.

6. CONCRETE ENCASE WATER LINE FOR 10' ON EACH SIDE

OF SANITARY SEWER LINE.

7. HOT TAP EXISTING 12" WATER SERVICE LINE.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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Sanitary Sewer

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@ 0.25%

31.93 LF OF 8" SS

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22.56 LF OF 8" SS

@ 0.25%

4" WATER LINE

CONCRETE ENCASED

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10' 5' 0 10' 20' 30'

GRAPHIC SCALE: 1" = 10'

1' 0.5' 0 1' 2' 3'

GRAPHIC SCALE: 1" = 1'-0" VERT.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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SANITARY SEWER MANHOLE

PLAN-RING REINFORCING

ISOMETRIC VIEWSECTION

NOTE:

THIS IS A GENERAL

DETAIL. OPENINGS

ARE SHOWN IN THE

PLAN.

NOTE:

THIS MANHOLE IS FOR A

MAXIMUM 2'-3" INTERCEPTED

PIPE SIZE. LARGER PIPE

SIZES WILL REQUIRE A

DIFFERENT MANHOLE SIZE.

NOTE:

PRECAST MANHOLES TO MEET

ASTM C-478 AND H-20 LOADING.

5"

2'-0"

O

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S

4'-0" 5"

RING 2'-4" DIA.

PRECAST OR

CAST-IN-PLACE

REFER TO SPECS

MORTAR BED

RINGS

CONCRETE FLOOR

#4@12" O.C.

A

CU501

RINGS 8 TIES

#4 BARS

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

S

FRAME

COVER

MANHOLE COVER AND FRAME

NOTE:

COVER FRAMES SHALL BE

SECURELY INSTALLED IN

A BED OF CEMENT MORTAR.

FRAME AND COVER TO BE

HEAVY DUTY TRAFFIC BEARING.

2'-0"

2'-1 3/4"

3/4"

8"

LARGE LETTER "S" CAST IN CENTER OF

COVER FOR SANITARY SEWER MANHOLE.

STORM MANHOLES TO HAVE "D" CAST IN COVER.

DETAIL

NOT TO SCALE

A

CU501

CU110

CU110

TYPICAL UTILITY TRENCH

D

TURF PAVED

NOTE:

PIPE BEDDING AND

BACKFILL SHALL MEET

PIPE MANUFACTURER'S

REQUIREMENTS.

DIA. OF PIPE

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SEED & PROTECTION

PLASTIC MARKING TAPE

SEE SPECIFICATIONS.

PROVIDE NEAT SAWCUT

ON EACH SIDE OF TRENCH

AT EXISTING PAVEMENTS

PAVEMENT

PROVIDE NEW PAVEMENT

TO MATCH EXISTING.

COMPACTED SELECT GRANULAR BACKFILL.

SEE SPECIFICATIONS FOR DETAILS.

1'

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6" MIN

1'-6" MAX

V A

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S

TO BUILDING

FROM BUILDING

*IN BITUMINOUS PAVEMENT

SHALL BE 3'-0" SQUARE.

SEE PLAN FOR

CONTINUATION

REFER TO PLAN FOR

CONTINUATION & SIZE

CLEANOUT

NOTE:

RECESSED CAP

TO BE USED IN

SIDEWALK

AREAS.

1'

1'

6" RISER PIPE

CONCRETE

#3 BARS AT 8"

O. C. EACH WAY

BRASS CLEANOUT PLUG (DUCTILE

IRON WHEN PLUG IS IN SIDEWALK)

WITH THREADED FERRULE. TOP

SURFACE OF PLUG SHALL BE SMOOTH

WHEN USED ON SIDEWALKS.

1" CHAMFER WHEN LOCATED IN

AREAS OTHER THAN CONCRETE

OR BITUMINOUS PAVEMENT

FINISHED GRADE

REDUCER IF REQUIRED

DETAIL

NOT TO SCALE

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US Army Corps of Engineers

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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ABBREVIATIONS

ARCH- ARCHITECT(URAL)

BO- BOTTOM OF...

BRG- BEARING

CJ- CONTROL JOINT

CL- CENTERLINE

CLR- CLEAR

COL- COLUMN

CONC- CONCRETE

CONT- CONTINUOUS

CONST- CONSTRUCTION

DIA- DIAMETER

DIAG- DIAGONAL

EA- EACH

EF- EACH FACE

EL- ELEVATION

EQ- EQUAL

EW- EACH WAY

EXP- EXPANSION

FF- FINISHED FLOOR

FTG- FOOTING

HORIZ- HORIZONTAL

JBE - JOIST BEARING ELEVATION

JT- JOINT

LLB- LONG LEG BACK TO BACK

LLH- LONG LEG HORIZONTAL

LLV- LONG LEG VERTICAL

MAT'L- MATERIAL

MAX- MAXIMUM

MBM- METAL BUILDING MANUFACTURER

MCJ- MASONRY CONTROL JOINT

MECH- MECHANICAL

MFR- MANUFACTURER

MIN- MINIMUM

NTS- NOT TO SCALE

OC- ON CENTER

OPH- OPPOSITE HAND

PL- PLATE

REINF- REINFORCING

REQ'D- REQUIRED

SIM- SIMILAR

STD- STANDARD

THRU- THROUGH

T&B- TOP AND BOTTOM

TO- TOP OF...

TYP- TYPICAL

UNO- UNLESS NOTED OTHERWISE

VERT- VERTICAL

w/- WITH

WP- WORKING POINT

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

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I. GENERAL

A. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT

INFORMATION FOR THE READER'S CONVENIENCE. SEE ALSO INDIVIDUAL

PLAN NOTES AND PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND

REQUIREMENTS.

B. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST

RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE DOCUMENTS,

UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR ON THE

PLANS.

C. ELEVATIONS. ALL ELEVATIONS ARE REFERENCED TO FINISHED FLOOR EL.

100'-0". ALL ELEVATIONS SHOWN ON PLANS ARE REFERENCED TO THE

SITE ELEVATION DATUM SHOWN ON FOUNDATION PLANS UNLESS NOTED

OTHERWISE.

D. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN

PROJECT SPECIFICATIONS SECTION 01 33 00.00 37

1. IDENTIFY PROMINENTLY ON DRAWINGS EACH AND ALL RESUBMITTALS

BY NUMBER.

2. IDENTIFY ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE

REQUESTED BY THE CONTRACTING OFFICER.

3. SUBMITTALS FAILING TO CONFORM TO THE ABOVE WILL BE RETURNED

FOR RESUBMITTAL.

E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE BEGINNING WORK

OR FABRICATION AND THE CONTRACTING OFFICER SHALL BE NOTIFIED

IMMEDIATELY ON ANY DISCREPENCIES.

F. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SHORING AND

BRACING TO PROTECT UNFINISHED NEW CONSTRUCTION. CONTRACTOR

SHALL CONDUCT ALL NECESSARY EXCAVATION, BACKFILLING, AND

MONITORING PROCEDURES TO ENSURE NO DAMAGE IS CAUSED TO THE

EXISTING STRUCTURE AND ITS FOUNDATIONS DURING CONSTRUCTION.

II. DESIGN CRITERIA

A. BUILDING CODES

2018 INTERNATIONAL BUILDING CODE.

ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES.

UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DEC 2018; OCCUPANCY LEVEL: LOW OCCUPANCY

B. SUPERIMPOSED DESIGN LOADS

1. DEAD LOADS

ROOFING - 4 psf

METAL DECK - 2 psf RIGID INSULATION - 0.75 psf PER 1/2" THICKNESS CEILING - 2 psf

STRUCTURAL MEMBER SELF WEIGHT - AS REQUIRED

2. LIVE LOADS

ROOF LIVE LOAD - 20 psf MECH/ELEC ROOMS - 125 psf WALKWAYS AND ELEVATED PLATFORMS - 60 psf

3. SNOW: GROUND SNOW LOAD = 20 psf A. EXPOSURE FACTOR, Ce = 1.0 (EXPOSURE C, PARTIALLY EXPOSED) B. SLOPE FACTOR, Cs = 1.0 C. THERMAL FACTOR, Ct = 1.0

D. IMPORTANCE FACTOR = 1.0 (RISK CATEGORY II)

4. WIND: 107 MPH BASIC WIND SPEED (RISK CATEGORY II)

A. EXPOSURE CATEGORY - C

B. INTERNAL PRESSURE COEF., GCpi = +/-0.18

5. SEISMIC

A. RISK CATEGORY II, IMPORTANCE FACTOR =1.0

B. MAPPED SPECTRAL RESPONSE ACCELERATIONS

SS = 0.29g S1 = 0.12g

C. SITE CLASSIFICATION - D

D. DESIGN SPECTRAL RESPONSE ACCELERATIONS

SDS = 0.303g SD1 = 0.186g

E. SEISMIC DESIGN CATEGORY - C

F. RESPONSE MODIFICATION FACTOR, R, AND SEISMIC RESPONSE

COEFF, CS: STEEL ORDINARY CONCENTRICALLY BRACED FRAMES,

R = 3.25, CS = 0.053

G. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

6. FUTURE EXPANSION: NO PROVISION FOR FUTURE EXPANSION HAS

BEEN MADE THAT WILL IMPACT DESIGN PROVISIONS OF STRUCTURES

AND FOUNDATIONS UNDER THIS CONTRACT.

C. FOUNDATIONS

1. ALLOWABLE BEARING PRESSURE

SPREAD AND WALL FOOTINGS - 2,000 psf

2. FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE

RECOMMENDATIONS OF THE SUBSURFACE EXPLORATION

AND GEOTECHNICAL REPORT PREPARED BY AMERICAN ENGINEERS INC.

(AEI), DATED APRIL 2020. REPORT IS ATTACHED TO THE SPECIFICATIONS

FOR THE CONTRACTOR'S CONVENIENCE AND IS NOT A WARRANTY OF

EXISTING CONDITIONS. THE DOCUMENT AND ITS ATTACHMENTS ARE NOT

PART OF THE CONTRACT DOCUMENTS.

III. TESTING AND INSPECTION

A. FOUNDATIONS AND EARTHWORK. GEOTECHNICAL ENGINEER/TESTING

LABORATORY SHALL BE ENGAGED FOR QUALITY CONTROL AND VERIFICATION.

SEE SPECS. ALL OPEN FOUNDATION EXCAVATIONS SHALL BE INSPECTED

AND APPROVED BY A LICENSED GEOTECHNICAL ENGINEER PRIOR TO

CONCRETE PLACEMENT.

B. MATERIALS AND PROCEDURES. TESTING LABORATORY TO BE ENGAGED

FOR MATERIAL TESTING. SEE SPECS.

C. SPECIAL INSPECTOR. A SPECIAL INSPECTOR SHALL BE ENGAGED BY THE

CONTRACTOR TO INSPECT ELEMENTS AS REQUIRED. SEE SPEC 01 45 35.

IV. EARTHWORK

A. SITE PREPARATION

1. WITHIN BUILDING AREA, COMPACT TOP 6" OF CUT AREA SUB-GRADE TO

MINIMUM DENSITY 95% ASTM D1557.

2. FOUNDATION EXCAVATIONS, REFER TO SPECIFICATIONS. CONTRACTOR

SHALL TAKE ALL NECESSARY PRECAUTIONS AND MONITOR ALL EXCAVATIONS

AND BACKFILLING SO AS NOT TO CAUSE DAMAGE TO OR UNDERMINE THE

EXISTING STRUCTURE AND IT'S FOUNDATIONS.

3. DRAINAGE AND DEWATERING: ALL EXCAVATIONS SHALL BE

PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING

THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE

CONTINUALLY AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL

PROVIDE DRAINAGE AND DEWATERING AS REQUIRED TO ENSURE THAT ALL

FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE SUBGRADE SOILS

REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND

BACKFILLED. REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY

PERCHED WATER CONDITIONS WHICH MIGHT BE ENCOUNTERED DURING

EXCAVATIONS, SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO

SPECIFICATION SECTION 31 00 00 EARTHWORK AND SHEET B-111 AND B-301

FOR ADDITIONAL EXCAVATION REQUIREMENTS.

B. STRUCTURAL FILLS. FILL MATERIAL COMPACTED IN 6" LIFTS

FOR HEAVY EQUIPMENT COMPACTORS, 4" LIFTS FOR HAND-OPERATED

EQUIPMENT. SEE SPECIFICATIONS FOR ACCEPTABLE FILL MATERIAL.

1. TOP 24" OF SUBGRADE UNDER BUILDING FOUNDATIONS AND SLABS-

ON-GRADE: MINIMUM DENSITY 95% ASTM D1557.

2. SUBGRADE UNDER BUILDING FOUNDATIONS AND SLABS-ON-GRADE

EXCEPT TOP 24", TO 10 FEET BEYOND BUILDING AND STRUCTURE LINE:

MINIMUM DENSITY 92% ASTM D1557.

3. GRANULAR SUBBASE UNDER SLAB-ON-GRADE: VAPOR BARRIER ON

OPEN GRADED CAPILLARY WATER BARRIER. A THIN LAYER OF APPROX. 1/2"

OF FINE GRADED MATERIAL SHALL BE ROLLED OR COMPACTED

OVER THE CRUSHED STONE TO PREVENT PUNCTURE OF

THE VAPOR BARRIER. 1/2" LAYER SHALL BE PART OF THE CAPILLARY

WATER BARRIER THICKNESS.

4. EXCEPT FOR RETAINING WALLS, FOUNDATION WALLS HAVE NOT BEEN

DESIGNED TO RESTRAIN LATERAL LOADS. BACKFILLING SHALL BE

PERFORMED SUCH THAT THE ELEVATION OF BACKFILL ON BOTH SIDES OF

THE FOUNDATION WALL IS ESSENTIALLY EQUAL (NOT TO EXCEED 2 FT)

TO AVOID UNBALANCED LOADS.

V. CAST-IN-PLACE REINFORCED CONCRETE

A. DESIGN CODE. ACI 318 - STRENGTH DESIGN. REFERENCE STANDARD:

ACI 301. CONTRACTOR TO MAINTAIN COPY AT JOB SITE.

B. MIX DESIGN SHALL BE DOCUMENTED IN ACCORDANCE WITH SECTION

03 30 00 OF THE PROJECT SPECS AND ACI 301, CHAPTER 3

"PROPORTIONING". MIX DESIGNS WHICH ARE SUBMITTED WITHOUT THE

REQUIRED DOCUMENTATION WILL BE REJECTED. FIELD SLUMPS

RECORDED AT JOB SITE SHALL NOT EXCEED THE SLUMP ESTABLISHED

FOR THE MIX DESIGN.

C. CONCRETE. REFER TO SPECS.

1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 psi

AT 28 DAYS.

2. ALL CONCRETE, EXCEPT INTERIOR FLOOR SLABS, SHALL BE

AIR-ENTRAINED, SEE SPECS.

D. FORMWORK

1. SEE SPECS.

2. KEYS INDICATED ARE TO BE 2" x 4" NOMINAL CONTINUOUS, U.N.O.

3. RUSTICATION STRIPS, CHAMFERS, DRIPS, MISC. EMBEDS, ETC. SEE

PLANS AND/OR ARCHITECTURAL DRAWINGS.

4. OPENINGS FOR MP&E TRADES. ALL HOLES FOR OTHER TRADES WHICH

MUST BE CUT OR FORMED AND WHICH ARE NOT SHOWN ON THE

STRUCTURAL DESIGN(S) DRAWINGS SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

E. REINFORCEMENT

1. REINFORCING BARS. DEFORMED, GRADE 60, ASTM A615.

ASTM A706 WHERE SPECIFIED AND FOR WELDING APPLICATIONS.

A. FABRICATION: ACI SP-66 (2004) "ACI DETAILING MANUAL"

2. WELDED SMOOTH WIRE FABRIC - ASTM A1064. FLAT SHEETS.

3. WELDING - ACI 301, SECTION 3.2.2.2.

4. CORNER BARS. PROVIDE CORNER BARS SAME SIZE AND SPACING AS

HORIZONTAL REINFORCEMENT AT INTERSECTIONS OF ALL WALLS AND

WALL FOUNDATIONS.

5. SPLICES. CONTINUOUS REINF. BARS INCLUDING CORNER BARS SHALL

BE LAPPED THE LENGTH SHOWN IN THE DEVELOPMENT / LAP SPLICE

TABLE SHOWN ON THE DESIGN DRAWINGS, AND IN ACCORDANCE WITH

ACI 318.

6. MINIMUM COVER FOR PROTECTION TYPICAL, U.N.O.

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"

B. FORMED SURFACE EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS - 2"

#5 AND SMALLER - 1 3/4"

C. STRUCTURAL SLABS AND WALLS NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND - 3/4"

D. BEAMS AND COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS,

AND SPIRALS NOT EXPOSED TO WEATHER OR IN CONTACT WITH

GROUND - 1 1/2"

7. HOOKS INDICATED ARE ACI/CRSI STANDARD 90 DEG. OR 180 DEG.

HOOKS. BAR LENGTHS SHOWN ARE OUT-TO-OUT AND DO NOT INCLUDE

HOOK LENGTH

F. SLAB & WALL OPENINGS. COORDINATE WITH MECHANICAL, PLUMBING AND

ELECTRICAL TRADES. FIELD REQUIREMENTS NOT SHOWN ON STRUCTURAL

PLANS MUST BE APPROVED BY THE CONTRACTING OFFICER. ANY

STRENGTHENING OR ADDITIONAL REINFORCEMENT REQUIRED SHALL

BE FURNISHED BY THE CONTRACTOR WITHOUT ADDITIONAL COST TO

THE GOVERNMENT. PLUMBING SLOTS ARE TO BE FILLED WITH CONCRETE

TO SAME THICKNESS AS SLAB OR WALL AFTER PIPING HAS BEEN INSTALLED.

SEE TYPICAL SLAB PENETRATION DETAILS FOR REQUIREMENTS.

G. EMBEDDED PIPES OR CONDUIT. MAXIMUM DIAMETER - 1/3 x SLAB OR

WALL THICKNESS, SPACED MINIMUM OF 3 DIAMETERS ON CENTER.

H. GROUT. HIGH STRENGTH, NON-SHRINK STRUCTURAL GROUT. SEE SPECS.

I. CONCRETE FINISHES. SEE SPECS.

1. FORMED SURFACES:

A. PAINTED OR EXPOSED TO VIEW: RUBBED, U.N.O. ON PLANS

B. COVERED OR AS NOTED ON PLANS: AS-CAST

2. FLATWORK SURFACES:

A. EXPOSED TO VIEW: TROWELED WITH SURFACE TREATMENT

B. TILED OR CARPETED: TROWELED

C. STAIRS OR RAMPS: BROOMED

D. SIDEWALKS, DRIVEWAYS: BROOMED OR BELTED

J. CURING AND PROTECTION. SEE SPECS.

K. SLABS ON GRADE

1. STRIP CAST WITH CONTROL/CONSTRUCTION JOINTS TO ALIGN WITH

COLUMN CENTERLINES. CONTROL JOINTS SHALL BE PLACED AS

SHOWN ON PLANS.

2. CONTRACTOR SHALL SUBMIT A CONTROL/CONSTRUCTION JOINT

LAYOUT PLAN WITH JOINT CONSTRUCTION DETAILS AND POUR

SEQUENCE FOR REVIEW.

3. SEE CONTROL JOINT AND CONSTRUCTION JOINT DETAILS. CONTROL

JOINT MAXIMUM SPACING IS 18'-0".

VII. STRUCTURAL STEEL

A. DESIGN, FABRICATION, AND ERECTION. AISC SPEC., FOR THE DESIGN,

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.

B. DESIGN METHOD. ALLOWABLE STRESS DESIGN.

C. GRADE STEEL. WIDE FLANGE SHAPES - ASTM A992 (GRADE 50)

CHANNELS, ANGLES, AND MISC. SHAPES - ASTM A36

TUBE (HSS) SHAPES - ASTM A500, GRADE B (42 ksi FOR ROUND SHAPES, 46 ksi FOR RECTANGULAR SHAPES)

D. CONNECTIONS. AISC MANUAL STANDARD CONNECTIONS UNLESS NOTED.

1. HIGH-STRENGTH BOLTS: ASTM F3125 GRADE A325 BEARING TYPE

INSTALLED IN CONFORMANCE WITH "SPECIFICATIONS FOR STRUCTURAL

JOINTS USING HIGH STRENGTH BOLTS", RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS. U.N.O., STANDARD AISC "USUAL

GAGE" DIMENSIONS SHALL BE USED FOR LOCATING HOLES FOR BOLTS,

EXPANSION ANCHORS, ETC. IN ALL ANGLES, BEAM FLANGES, ETC.

2. WELDS: AWS D1.1/D1.8, SERIES E70XX. ALL WELDS SHALL BE

SUBJECT TO INSPECTION AND NONDESTRUCTIVE EXAMINATION AS

REQUIRED IN SPECIFICATIONS. WHERE WELD SIZE IS NOT INDICATED

ON THE DRAWINGS, USE MINIMUM SIZE FOR PREQUALIFIED JOINTS

PER AWS D1.1/D1.8.

3. ANCHOR RODS: ANCHOR RODS SHALL CONFORM TO ASTM F1554,

GRADE 36.

4. SIMPLE SHEAR CONNECTIONS: STEEL FABRICATOR SHALL DETAIL

BEAM CONNECTIONS AS SHOWN ON PLANS. FABRICATOR TO DESIGN

SHEAR CONNECTIONS FOR 50% OF MAX. UNIFORM LOAD WHERE NOT

SHOWN ON PLANS.

GENERAL STRUCTURAL NOTES

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

VI. COLD-FORMED METAL FRAMING

A. ALL COLD-FORMED STEEL SHALL CONFORM TO ASTM A446, SEE SPECS.

B. MEMBER DESIGNATIONS ARE BASED ON THE PRODUCT IDENTIFICATION

STANDARDS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA).

C. ALL MEMBERS SHALL BE PROVIDED WITH A GALVANIZED COATING

CONFORMING TO ASTM A525 (CLASS G60).

VII. METAL ROOF DECK

A. DESIGN, FABRICATION, & ERECTION. STEEL DECK INSTITUTE (SDI)

DESIGN MANUAL. CONFORM TO RECOMMENDATIONS FOR STEEL

DECK DIAPHRAGM, DDM03.

B. MATERIAL. ASTM A653 TYPE SS (33 ksi MIN. YIELD STRENGTH)

C. METAL ROOF DECK, 11/2" DEEP, 0.0358" THICK (20 GAUGE) WIDE

RIB WITH THE FOLLOWING MINIMUM SECTION PROPERTIES:

Ix = 0.201 in4/ft; S(+) = 0.234 in3/ft; S(-) = 0.247 in3/ft

D. INSTALLATION. WHERE POSSIBLE, EXTEND OVER 3 OR MORE

SUPPORTS. DECK ATTACHMENTS SHALL BE IN ACCORDANCE WITH

SDI SPECS AND SHALL BE ADEQUATELY SHOWN ON DECK SHOP

DRAWINGS FOR FIELD INSTALLATION. ANCHOR TO RESIST THE NET

UPLIFT PRESSURE AS SHOWN ON THE PLANS.

DECK ATTACHMENT SHALL BE WITH MECHANICAL FASTENERS ON 36/5

PATTERN WITH #10 SCREW SIDELAP FASTENERS AT 12" OC MAX.

WELDED FASTENERS AND SIDELAPS ARE NOT PERMITTED.

E. ACCESSORIES. RIDGE AND VALLEY PLATES AND CANT STRIPS

ATTACHED DIRECTLY TO STEEL DECK INCLUDED. GAGE TO MATCH

ROOF DECK.

F. FINISH. G90 GALVANIZED

G. SHOP DRAWINGS. SUBMIT SHOP DRAWINGS.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

B0

0-

S-211

S-212

S-212

S-211

A

B

1 210' - 0" 10' - 6 1/2"

HSS12X12X1/2

COL., TYP.

EXTERIOR FACE

OF EXIST. WALL

1' - 0" 9' - 0" 2 1/2"

1' - 3" 10' - 6 1/2" 1' - 3" 5' - 7 3/4"

/4

EDGE OF MAT

FOUNDATION

GIRTLINE, TYP.

A

S-851

13' - 0 1/2"

A

S-301

ELEVATOR

PLATFORM

C6x8.2 COLUMNS

@ 4'-0" OC, TYP.

2' - 6" 25' - 0"

A

S-301

A

S-301

A

S-852

A

S-853

B

S-301

CJ

CJC

J

C6x8.2 JAMB

SUPPORT, TYP.

S-211

S-212

S-212

S-211

A

B

1 2

TOP OF STEEL ELEVATION IS 110'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

10' - 6 1/2"

GIRTLINE, TYP.

W X

W8X24

W X

W8X24

A

S-351

@ 2'-5 1/2" OC

C6X8.2 (SLOPED)

@ 2'-7 1/2" OC

C6X8.2 (SLOPED)

C6x8.2 COLUMNS

@ 4'-0" OC, TYP.

S L O

P E

S L O

P E

S L O

P E

C6x8.2 JAMB

SUPPORT, TYP.

C6x8.2 RIDGE

BEAM (+2'-0")

S-211

S-212

S-212

S-211

A

B

1 2

TOP OF STEEL ELEVATION IS 120'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

10' - 6 1/2"

GIRTLINE, TYP.

W8X24

W X

W X

W8X24

A

S-351

A

S-351

S-211

S-212

S-212

S-211

A

B

1 2

10' - 6 1/2"

TOP OF STEEL ELEVATION IS 130'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

GIRTLINE, TYP.

W8X24

W X

W X

W8X24

A

S-351

A

S-351

INDICATES SPAN DIRECTION OF 1-1/2" METAL ROOF

DECK. REFER TO S-001 FOR ATTACHMENT

REQUIREMENTS.

INDICATES SPAN DIRECTION OF 1 1/4" GALV.

STEEL BAR GRATING. REFER TO SPECS.

INDICATES SPAN DIRECTION OF 1/8" DIAMOND

PLATE. REFER TO SPECS.

LEGEND

S-211

S-212

S-212

S-211

A

B

1 2

TOP OF STEEL ELEVATION IS 140'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

10' - 6 1/2"

GIRTLINE, TYP.

W8X24

W X

W X

W8X24

A

S-351

A

S-351

1. REFER TO GENERAL NOTES FOR EXCAVATION,

BACKFILLING AND SHORING REQUIREMENTS.

GENERAL NOTES

SHEET ID

1 2 6 7

D R

A W

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D E

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C O

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US Army Corps of Engineers ®

A N

S I D

F

A

C A

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G O

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C O

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3 4 5 8 9 10

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E

D

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B

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A O

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A S

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L E

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P

/2

/2

W

Q

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M T

H O

M P

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T H

O U

C K

W F

O Y

S-110

D D

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E Y

F O

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D A

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N A

N D

F R

A M

IN

G

P L A

N S

J O

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S Y

S T

E M

S M

A N

U F

A C

T U

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G C

E N

T E

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S -1

CERTIFIED FINAL

M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L A

C E

L O

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IS

V

IL

L E

D

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T R

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V

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L E

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M A

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D E

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SCALE: 1/4" = 1'-0"

FOUNDATION PLAN

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 110'-0"

4' 02' 8' 12'4'

GRAPHIC SCALE: = 1'-0"¼"

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 120'-0"

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 130'-0"

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 140'-0"

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

B0

0-

S-211

S-212

S-212

S-211

A

B

1 2

TOP OF STEEL ELEVATION IS 150'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

10' - 6 1/2"

GIRTLINE, TYP.

W8X24

W8X24

W X

W X

A

S-351

A

S-351

S-211

S-212

S-212

S-211

A

B

1 2

TOP OF STEEL ELEVATION IS 160'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

10' - 6 1/2"

GIRTLINE, TYP.

W8X24

W X

W X

W8X24

A

S-351

A

S-351

S-211

S-212

S-212

S-211

A

B

1 2

TOP OF STEEL ELEVATION IS 166'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

10' - 6 1/2"

GIRTLINE, TYP.

A

S-361

EXTERIOR FACE

OF EXIST. WALL

10' - 0" 10' - 0"

20' - 0"

C6x8.2@18"

OC, TYP.

C12X30

SLOPED

C12X30

C6x8.2 JAMB

SUPPORT, TYP.

(2)L3x3x3/8, CONT.

C12X30

SLOPED

HEAVY DUTY STEEL CASTER

AND SUPPORT. REFER TO

B/S-361 FOR DETAIL.

SLOPE

C12X30

1/4" STEEL PL.

4' - 2"

W8X24 (-1 1/4")

5' - 3 1/4" 5' - 8 3/4" 9 1/4"

D

S-361

A

S-362

H S

S X

X

/8

S-362

(+6")

(+6")

S-211

S-212

S-212

S-211

A

B

1 2

4' - 9 1/2" 1' - 0" 10' - 6 1/2" 1' - 0"

TOP OF STEEL ELEVATION IS 185'-6"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

W X

S L O

P E

D

W X

S L O

P E

D

W8X24

W8X24

GIRTLINE, TYP.

SLOPED

W8X24@4'-0"

(+ 2' - 4" )

(+ 2 1/2" )

A

S-371

B

S-371

S L O

P E

S-362

6" COLD-FORMED

STEEL FRAMING

INDICATES SPAN DIRECTION OF 1-1/2" METAL ROOF

DECK. REFER TO S-001 FOR ATTACHMENT

REQUIREMENTS.

INDICATES SPAN DIRECTION OF 1 1/4" GALV.

STEEL BAR GRATING. REFER TO SPECS.

INDICATES SPAN DIRECTION OF 1/8" DIAMOND

PLATE. REFER TO SPECS.

LEGEND

S-211

S-212

S-212

S-211

A

B

1 2

1' - 0" 10' - 6 1/2" 1' - 0"

TOP OF STEEL ELEVATION IS 182'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

GIRTLINE, TYP.

W16X26

W X

W X

W16X26

A

S-351

A

S-351

S-211

S-212

S-212

S-211

A

B

1 2

1' - 0" 10' - 6 1/2" 1' - 0"

TOP OF STEEL ELEVATION IS 171'-0"

U.N.O. AND IS REFERENCED FROM TOP

OF FINISHED FLOOR ELEVATION 100'-0"

GIRTLINE, TYP.

W8X24

W X

W8X24

A

S-351

A

S-351

SHEET ID

1 2 6 7

D R

A W

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Y

D E

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N B

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US Army Corps of Engineers ®

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S-120

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M

A R

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IN

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SCALE: 1/4" = 1'-0"

FRAMING PLAN - 150'-0"

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 160'-0"

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 166'-0"

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 185'-6"

4' 02' 8' 12'4'

GRAPHIC SCALE: = 1'-0"¼"

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 182'-0"

SCALE: 1/4" = 1'-0"

FRAMING PLAN - 171'-0"

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

B0

0-

LEVEL 1

100' - 0"

LEVEL 2

110' - 0"

LEVEL 3

120' - 0"

LEVEL 4

130' - 0"

LEVEL 5

140' - 0"

LEVEL 6

150' - 0"

LEVEL 7

160' - 0"

LEVEL 11

185' - 6"

LEVEL 8

166' - 0"

10' - 6 1/2"

S-350

S-350

S-350

COLUMN SPLICE

- CJP WELD

COLUMN SPLICE

- CJP WELD

TO FTG EL

94' - 6"

TOS = 187' - 10"TOS = 187' - 10"

H

SS8X

4X 3/

H

SS8X4X3/8

H

SS8X

4X 3/

H

SS8X4X3/8

H

SS8X

4X 3/

H

SS8X4X3/8

H

SS8X

4X 3/

H

SS8X4X3/8

H

SS8X

4X 3/

H

SS8X4X3/8

H

SS8X

4X 3/

H

SS8X4X3/8

6" 14 GA

STEEL GIRTS

@ 3'-0" OC, TYP.

STEEL PLATFORM,

SEE PLAN

C6x8.2

COLUMNS

@ 4'-0" OC

LEVEL 10

182' - 0"

STEEL BEAM,

SEE PLAN

LEVEL 9

171' - 0"

H S S 8X

4X 3/

8 H S S 8X4X3/8

H S S 8X

4X 3/

8 H S S 8X4X3/8

LEVEL 1

100' - 0"

LEVEL 2

110' - 0"

A B

LEVEL 3

120' - 0"

LEVEL 4

130' - 0"

LEVEL 5

140' - 0"

LEVEL 6

150' - 0"

LEVEL 7

160' - 0"

LEVEL 11

185' - 6"

13' - 8"

COLUMN SPLICE

- CJP WELD

COLUMN SPLICE

- CJP WELD

TO FTG EL

94' - 6"

TOS = 187' - 10"

TOS = 185' - 8 1/2"

6" 14 GA

STEEL GIRTS

@ 3'-0" OC, TYP.

HSS8X4X3/8 HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8 HSS8X4X3/8

HSS8X4X3/8 HSS8X4X3/8

HSS8X4X3/8 HSS8X4X3/8

C6X8.2

(SLOPED), TYP.

C6x8.2 JAMB

SUPPORT, TYP.

S-350

S-350

3 OPP.

C6x8.2

COLUMNS

@ 4'-0" OC

S-350

LEVEL 10

182' - 0"

STEEL BEAM,

SEE PLAN

LEVEL 9

171' - 0"

HSS8X4X3/8 HSS8X4X3/8

HSS8X4X3/8 HSS8X4X3/8

STEEL BEAM,

SEE PLAN

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

A N

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S -2

CERTIFIED FINAL

M

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SCALE: 3/16" = 1'-0"S-110

FRAMING ELEVATION1

GRAPHIC SCALE: = 1'-0"

4' 0 8' 12'4' 16'2'

SCALE: 3/16" = 1'-0"S-110

FRAMING ELEVATION2

S-120 S-120

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

B0

0-

LEVEL 2

110' - 0"

1 2

LEVEL 3

120' - 0"

LEVEL 4

130' - 0"

LEVEL 5

140' - 0"

LEVEL 6

150' - 0"

LEVEL 7

160' - 0"

LEVEL 11

185' - 6"

LEVEL 8

166' - 0"

10' - 6 1/2"

COLUMN SPLICE

- CJP WELD

COLUMN SPLICE

- CJP WELD

TO FTG EL

94' - 6"

TOS = 185' - 8 1/2"TOS = 185' - 8 1/2"

6" 14 GA

STEEL GIRTS

@ 3'-0" OC, TYP.

STEEL PLATFORM,

SEE PLAN

H

SS8X

4X 3/

H

SS8X4X3/8

H

SS8X

4X 3/

H

SS8X4X3/8

H

SS8X

4X 3/

H

SS8X4X3/8

H

SS8X

4X 3/

8 H

SS8X4X3/8

H

SS8X

4X 3/

8 H

SS8X4X3/8

H

SS8X

4X 3/

H

SS8X4X3/8

S-350

S-350

S-350

3 OPP.

C6x8.2

COLUMNS

@ 4'-0" OC

LEVEL 10

182' - 0"

STEEL BEAM,

SEE PLAN

LEVEL 9

171' - 0"

H S S 8X

4X 3/

8 H S S 8X4X3/8

H S S 8X

4X 3/

H S S 8X4X3/8

LEVEL 1

100' - 0"

LEVEL 2

110' - 0"

AB

LEVEL 3

120' - 0"

LEVEL 4

130' - 0"

LEVEL 5

140' - 0"

LEVEL 6

150' - 0"

LEVEL 7

160' - 0"

LEVEL 11

185' - 6"

LEVEL 8

166' - 0"

13' - 8"

COLUMN SPLICE

- CJP WELD

COLUMN SPLICE

- CJP WELD

TO FTG EL

94' - 6"

TOS = 187' - 10"

TOS = 185' - 8 1/2"

6" 14 GA

STEEL GIRTS

@ 3'-0" OC, TYP.

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

C6X8.2 JAMB

SUPPORT, TYP.

S-350

S-350

S-350

3 OPP.

STEEL CHANNEL AND GRATING,

REFER TO DETAILS ON S-361

C6X8.2 HEADER

AT DOOR OPENING

C6x8.2

COLUMNS

@ 4'-0" OC

LEVEL 10

182' - 0"

STEEL BEAM,

SEE PLAN

STEEL BEAM,

SEE PLAN

HSS8X4X3/8 HSS8X4X3/8

SHEET ID

1 2 6 7

D R

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US Army Corps of Engineers ®

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CERTIFIED FINAL

M

A R

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IN

L U

T H

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K

IN

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GRAPHIC SCALE: = 1'-0"

4' 0 8' 12'4' 16'2'

SCALE: 3/16" = 1'-0"S-110

FRAMING ELEVATION1

SCALE: 3/16" = 1'-0"S-110

FRAMING ELEVATION2

S-120S-120

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

B0

0-

1' - 0"

5" CONC. SLAB

w/ WWF 4x4 - W2.9xW2.9 REINF.

METAL PANEL,

REFER TO ARCH.

L4x4x1/4" CONT.

w/ 1/2" DIA. EXP.

BOLTS @ 2'-0" OC

STEEL GIRT,

SEE ELEVATIONS

EXT. PAVEMENT,

REFER TO CIVIL

1/2" EXP.

JT MAT'L.

5" CAPILLARY

WATER BARRIER

LEVEL 1

100' - 0"

TO FTG EL

94' - 6"

3"

PEDESTAL

2' - 0" SQ.

2' - 3"6' - 3"

6" 14 GA

STEEL GIRTS

@ 3'-0" OC, TYP.

X-BRACING,

SEE ELEVATIONS

C

S-301

STEEL COLUMN,

SEE PLAN

EXT. PAVEMENT,

REFER TO CIVIL

1/2" EXP.

JT MAT'L.

WATER STOP

2X4 KEY

/2

#3 TIES @ 6" OC

#6@10" T&B, EW#6@10" T&B, EW

3/8"

COL

LINE

COL

LINE

COL

LINE

(16) #6 VERT.

10" 10"

3" 1' - 0" 1' - 0"

2' - 0"

1' - 0" 3"

TYP.

2 1/2"

T Y

P

/2

STEEL COLUMN,

SEE PLAN

20"x20"x1" BASEPLATE

#3 TIES @ 12"

ANCHOR ROD,

REFER TO DETAIL 1/S-301

ASTM F1554, GR. 55

ANCHOR RODS

5/8"

T H

R E

A D

STEEL COLUMN,

SEE PLAN

7"x9"x3/8" BASEPLATE

ANCHOR ROD,

REFER TO DETAIL 2/S-301 1 1/2"

7 1/2"

9"

AT CORNER

STEEL COLUMN,

SEE PLAN

6"x10"x3/8" BASEPLATEANCHOR ROD, REFER TO DETAIL 2/S-301

1 1/2" 3" 1 1/2"

/2

/2

6"

TYPICAL

/2

/2

1 1/2"

3" 3"

1 1/2"

ASTM F1554, GR. 55

ANCHOR RODS

3/4"

T H

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US Army Corps of Engineers ®

A N

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3 4 5 8 9 10

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T…