Drawings VSR B3.pdf

PDF 22 MB Posted Nov 24, 2021

Attached to: Construct Vehicle Service Rack Federal contract opportunity
Solicitation number: W50S8S22B0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice seeks bids to construct a vehicle service rack for the 180th Fighter Wing at Toledo Air National Guard Base in Ohio. The project scope includes building a 2,300 square foot double bay open floor plan facility for washing military vehicles and snow removal equipment. Modifications to utilities, pavements, and landscaping are also required. The construction period is 270 calendar days from notice to proceed. The NAICS code is 236220 and size standard is $39,500 average annual revenue. The budget is between $500,000 to $1,000,000. The solicitation is expected to issue on December 9, 2021 with a pre-bid conference on December 16th. Bids are due January 13, 2022 and must remain valid for 120 days. Funding is not guaranteed but anticipated to be available by January 30th or February 28th at the latest. The award will be a fixed-price contract to the responsible bidder with the most advantageous price. The opportunity is a total small business set-aside.

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+1 407 647 7275

+1 407 806 4500

482 South Keller Road Orlando FL 32810

Tel:

Fax:

www.atkinsglobal.com

+1 407 647 7275

+1 407 806 4500

482 South Keller Road Orlando FL 32810

Tel:

Fax:

www.atkinsglobal.com

+1 407 647 7275

+1 407 806 4500

482 South Keller Road Orlando FL 32810

Tel:

Fax:

www.atkinsglobal.com

+1 407 647 7275

+1 407 806 4500

482 South Keller Road Orlando FL 32810

Tel:

Fax:

www.atkinsglobal.com

+1 303 221-7275

+1 303 221 7276

Tel:

Fax:

7604 Technology Way #400

Denver, CO 80237 www.atkinsglobal.com

PROFESSIONAL SEAL

+1 303 221-7275

+1 303 221 7276

Tel:

Fax:

7604 Technology Way #400

Denver, CO 80237 www.atkinsglobal.com

PROJECT TITLE

CLIENT

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

+1 303 221-7275

+1 303 221 7276

Tel:

Fax:

7604 Technology Way #400

Denver, CO 80237 www.atkinsglobal.com

ANSID22X34

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

SITE:

STATE: LOCAL:

PROJECT CONTACTS:

DISCIPLINE: Architectural DISCIPLINE: Civil DISCIPLINE: Electrical DISCIPLINE: Mechanical

PROJECT MANAGER: Peter Koehler, (720) 475-7001

AIA | LEED AP

DISCIPLINE: PlumbingDISCIPLINE: Structural

PERSPECTIVE:

CONTACT: ANDREW HOLTON, ATKINS CONTACT: PAUL DiCICCO, ATKINS CONTACT: JOHN ALFORD, ATKINS CONTACT: ADAM COLON-ROSE CONTACT: JUSTIN THIELMAN, ATKINS

O H

A N

G th

F W

W a sh

R a c k /1 th

F W

V e h ic le

S e rv ic e R a c k M o d e l.r vt

:2 :4

COVER SHEET

OH ANG 180th FW

Vehicle Service Rack

MB & PK

N/A

MB PK

100068038

TYPE B-3 100% SUBMITTAL

180th Fighter Wing

TOLEDO EXPRESS AIRPORT,

SWANTON, OHIO

G-001

OH ANG 180th FW Vehicle

Service Rack

100068038

ATKINS - DRAWING INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 SYMBOLS & ABBREVIATIONS

LS100 LIFE SAFETY PLAN

CIVIL

C-101 CIVIL & LANDSCAPE PLAN

C-102 ATFP PLAN

C-103 SANITARY PROFILE

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

S-002 STRUCTURAL GENERAL NOTES AND TYPICAL DETAILS

S-003 STRUCTURAL DESIGN LOADING

S-101 FOUNDATION, SLAB ON GRADE, AND ROOF PLANS

S-201 TYPICAL FOUNDATION DETAILS

S-202 TYPICAL FOUNDATION DETAILS

S-211 TYPICAL MASONRY DETAILS

ARCHITECTURAL

A-101 FLOOR PLAN - LEVEL 01

A-131 REFLECTED CEILING PLAN - LEVEL 01

A-151 ROOF PLAN

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-351 WALL SECTIONS

A-611 DOOR & WINDOW SCHEDULES / LEGENDS / ELEVATIONS

FIRE

F-001 FIRE PROTECTION LEGEND

F-101 FLOOR PLAN - LEVEL 01 - FIRE PROTECTION

FIRE ALARM

FA-101 FIRE ALARM FLOOR PLAN

PLUMBING

P-001 PLUMBING LEGEND

P-101 UNDERGROUND PLUMBING PLAN

P-102 FLOOR PLAN - LEVEL 01 - PLUMBING

P-103 PLUMBING RISERS

MECHANICAL

M-001 HVAC SYMBOLS LEGEND, GENERAL NOTES & SHEET INDEX

M-101 HVAC PLAN - LEVEL 01

M-501 HVAC DETAILS

M-641 HVAC SCHEDULES AND CONTROLS

ELECTRICAL

E-001 ELECTRICAL SYMBOL LEGEND AND GENERAL NOTES

EL-101 LIGHTING FLOOR PLAN

EL-102 LIGHTING PHOTOMETRIC CALCULATION

EP-101 POWER FLOOR PLAN

E-500 POWER DETAILS

E-601 ONE-LINE DIAGRAM AND SCHEDULES

NORTH

Toledo

1 12.13.2019 A1 - Submittal

2 03.11.2020 A2 - Submittal

3 05.22.2020 B1 - Submittal

4 07.08.2020 B2 - Submittal

5 09.17.2020 B3 - Submittal

JEFFREY M. FRAHM

MD # 19359

MFR MANUFACTURER

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

NAT NATURAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OFF OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OH OPPOSITE HAND

OD OVERFLOW DRAIN

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

PT PAINT

PTD PAPER TOWEL DISPENSER

PTWR PAPER TOWEL DISPENSER/RECEPTACLE

PERF PERFORATED

PERIM PERIMETER

PLAS PLASTER

P LAM PLASTIC LAMINATE

PLYWD PLYWOOD

PT POINT

LB OR # POUND

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

PL PROPERTY LINE

PREFAB PREFABRICATED

PREFIN PREFINISHED

QTY QUANTITY

QT QUARRY TILE

R RADIUS

RE REFERENCE

REBAR REINFORCING BAR

RESIL RESILIENT

REQD REQUIRED

RA RETURN AIR

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

SND SANITARY NAPKIN DISPOSAL

SNTD SANITARY NAPKIN / TAMPON DISPENSER

SNDWR SANITARY NAPKIN / WASTE

RECEPTICAL

SCHED SCHEDULE

SECT SECTION

SC SHOWER CURTAIN ROD

SIM SIMILAR

SH SOAP DISH

SD SOAP DISPENSER

SC SOLID CORE

S STL STAINLESS STEEL

SPECS SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SCT STRUCTURAL CLAY TILE

SGT STRUCTURAL GLAZED TILE

SUSP SUSPENDED

SYS SYSTEM

TERR TERRAZZO

TLT TOILET

TTD TOILET TISSUE DISPENSER

TTJD TOILET TISSUE JUMBO DISPENSER

T&G TONGUE AND GROOVE

TSCD TOILET SEAT COVER DISPENSER

TYP TYPICAL

UNFIN UNFINISHED

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

WR WASTE RECEPTACLE

WT WEIGHT

W/ WITH

W/O WITHOUT

WD WOOD

WP WORK POINT

YD YARD

AFF ABOVE FINISH FLOOR

ACOUST ACOUSTICAL

ADJ ADJUSTABLE

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

@ AT

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

BLDG BUILDING

CAB CABINET

CPT CARPET

CLG CEILING

CL CENTER LINE

CT CERAMIC TILE

CLO CLOSET

COL COLUMN

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CFCI CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CJ CONTROL JOINT

CONT CONTINUOUS

CORR CORRIDOR

CF CUBIC FEET

CY CUBIC YARD

DEG DEGREE

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DWG DRAWING

EA EACH

EPTD ELECTRIC PAPER TOWEL DISPENSER

EPTWR ELECTRIC PAPER TOWEL DISPENSER /

WASTE RECEPTICAL

EWC ELECTRIC WATER COOLER

ELECT ELECTRICAL

ELEV ELEVATOR

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPANSION

EJ EXPANSION JOINT

EXT EXTERIOR

FT FEET

FIN FINISH

FF FINISH FLOOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIXT FIXTURE

FLEX FLEXIBLE

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FSS FOLDING SHOWER SEA

FURN FURNITURE/FURNISHINGS

GAL GALLON

GALV GALVANIZED

GA GUAGE

GC GENERAL CONTRACTOR

GL GLASS/GLAZING

GOVT GOVERNMENT

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT

INSTALLED

GYP GYPSUM

GWB GYPSUM WALL BOARD

HC HOLLOW CORE

HDWR HARDWARE

HD HEAD

HVAC HEATING, VENTING,

AIR CONDITIONING

HT HEIGHT

HORIZ HORIZONTAL

INCL INCLUDED

INFO INFORMATION

ID INSIDE DIMENSION

INSUL INSULATION

INT INTERIOR

JT JOINT

JST JOIST

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LT LIGHT

LF LINEAR FOOT

LVR LOUVER

ABBREVIATIONS

C1 View Name 1/8" = 1'-0"

GRID LINE

DOOR/OPENING

WALL TYPE

ROOM

LEVEL /

ELEVATION

PROJECT NORTH

REVISION

BUILDING SECTION

WALL SECTION

DETAIL

SPOT ELEVATION

CENTER-LINE

ALL DETAIL IDENTIFIERS:

TOP NUMBER INDICATES DETAIL NUMBER;

BOTTOM NUMBER INDICATES SHEET NUMBER;

SIM INDICATES SIMILAR CONDITION

DRAWING

WINDOW / LOUVER

DRAFTING SYMBOL LEGEND

EXTERIOR ELEVATION

INTERIOR ELEVATIONA-1011

A101

A#A#A*

ROOM NAME

Name

Elevation

NORTH

A-101

CURTAIN WALL1t

TOILET ACCESSORIES XXXX.#

XX.XX

+1 303 221-7275

+1 303 221 7276

Tel:

Fax:

7604 Technology Way #400

Denver, CO 80237 www.atkinsglobal.com

PROJECT TITLE

CLIENT

In c h e s

PROFESSIONAL SEAL

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

DO NOT SCALE

A ANSID22X34

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

As indicated

O H

A N

G th

F W

W a sh

R a c k /1 th

F W

V e h ic le

S e rv ic e R a c k M o d e l.r vt

:5 :2

SYMBOLS &

ABBREVIATIONS

OH ANG 180th FW Vehicle Service Rack

PK & MB

N/A

MB JF

100068038

TYPE B-3 100% SUBMITTAL

180th Fighter Wing

TOLEDO EXPRESS AIRPORT,

SWANTON, OHIO

G-002

1 12.13.2019 A1 - Submittal

2 03.11.2020 A2 - Submittal

3 05.22.2020 B1 - Submittal

4 07.08.2020 B2 - Submittal

ISSUE FOR CONSTRUCTION DATE

09/17/2020

09/16/2020

IPS

SOILBORING

A-201

1 3

54' - 8"

ONE WAY

PROPOSED BUILDING FOOTPRINT

EXISTING STREET SIGN

EXISTING

STREET

SIGN

W S

S A

LINE OF ROOF ABOVE

45 SF

UTILITY

26 SF

FIRE

2026 SF

VEHICLE BAY

SLAB ELEVATION: +/- 663.5

4' CONCRETE WALK

ONE WAY

A10

C-101

+1 303 221-7275

+1 303 221 7276

Tel:

Fax:

7604 Technology Way #400

Denver, CO 80237 www.atkinsglobal.com

PROJECT TITLE

CLIENT

In c h e s

PROFESSIONAL SEAL

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

DO NOT SCALE

A ANSID22X34

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

1/8" = 1'-0"

O H

A N

G th

F W

W a sh

R a c k /1 th

F W

V e h ic le

S e rv ic e R a c k M o d e l.r vt

:5 :2

LIFE SAFETY PLAN

OH ANG 180th FW Vehicle Service Rack

MB & PK

N/A

MB JF

100068038

TYPE B-3 100% SUBMITTAL

180th Fighter Wing

TOLEDO EXPRESS AIRPORT,

SWANTON, OHIO

LS100

1/8" = 1'-0"

LIFE SAFETY PLAN

NORTH

ABA ACCESSIBILITY STANDARDS FOR DOD

FACILITIES

'SPACES FREQUENTED ONLY BY

SERVICE PERSONNEL...NOT REQUIRED

TO COMPLY...OR TO BE ON AN

ACCESSIBLE ROUTE.

12 ACCESSIBILITY REQUIREMENTS

TRAVEL DISTANCE TO EXITS

NFPA 101.7.6, 40.2.6

S1-STORAGE / NON-SPRINKLED = 300 FT.

NUMBER OF MEANS OF EGRESS

NFPA 101 7.4.1.1 EXCEPTION 1; 40.2.4.1.2

SINGLE MEANS OF EGRESS PERMITTED

FROM ANY STORY IN S2-STORAGE

OCCUPANCIES WHEN EXIT CAN BE

REACHED WITHIN COMMON PATH OF

TRAVEL LIMITATION

OCCUPANT LOAD

NFPA 101 7.3.1.2

EXITS TO BE ARRANGED WHERE THE

MINIMUM DISTANCE BETWEEN TWO

EXITS IS NOT LESS THAN 1/2 THE

DIAGONAL OF THE OVERALL SPACE.

SEPARATION OF MEANS OF EGRESS

NFPA 101 7.5.1.3.2

EXITS TO BE ARRANGED WHERE THE

MINIMUM DISTANCE BETWEEN TWO

EXITS IS NOT LESS THAN 1/2 THE

DIAGONAL OF THE OVERALL SPACE.

MEANS OF EGRESS

NFPA 101 CHAPTERS 7 AND 40

NFPA 820 TABLE 6.2.2(A) ROW 12A

UFC 3-600-01, 5.3.1

USAG FIRE MARSHALL

COMBUSTIBLE GAS DETECTION SYSTEM

REQUIRED

FIRE ALARM REQUIRED BY GAS

DETECTION SYSTEM

MASS NOTIFICATION SYSTEM REQUIRED

10 DETECTION ALARM AND COMMUNICATION

9 FIRE AND SMOKE DAMPERS

REFER SECTION 8 HVAC BASIS OF

DESIGN AND FIRE PROTECTION BASIS

OF DESIGN

IBC SECTION 705.8.1

IBC SECTION 705.8.1 EXCEPTION 2

IBC TABLE 705.8

UNLIMITED AREA FOR OPENINGS IN

EXTERIOR WALLS NOT REQUIRED TO BE

PROTECTED (>10’ FIRE SEPARATION

DISTANCE)

8 OPENING PROTECTIVES

TRAVEL DISTANCE

NFPA 10

LIGHT (LOW) HAZARD WITH CLASS A

COMBUSTIBLES (S-1 OCCUPANCY AREA):

MINIMUM EXTINGUISHER RATING = 2-A

MAXIMUM FLOOR AREA/UNIT A = 1500 SF

MAXIMUM FLOOR AREA/EXTINGUISHER =

11250 SF MAX TRAVEL TO 2-A

EXTINGUISHER = 75 FT.

ORDINARY (MODERATE) HAZARD AREAS

WITH CLASS B COMBUSTIBLES (F-2

OCCUPANCY AREA):

CLASSIFICATION

NFPA 10

CLASS A EXTINGUISHERS FOR

ORDINARY COMBUSTIBLES

CLASS B EXTINGUISHERS FOR

FLAMMABLE LIQUIDS AND GASES

7 PORTABLE FIRE EXTINGUISHERS

UFC 3-600-01, 4.2.2 EXCEPTION

NON-MISSION ESSENTIAL BUILDINGS OF

TYPE II CONSTRUCTION LESS THAN

15,000 SF DO NOT REQUIRE AUTOMATIC

SPRINKLER PROTECTION

AUTOMATIC SPRINKLERS AND OTHER

EXTINGUISHING EQUIPMENT

IBC TABLE 601 WITH FOOTNOTE F

TABLE 602

BEARING AND NON-BEARING EXTERIOR

BEARING AND NON-BEARING INTERIOR

WALLS - 0 HOUR RATING

STRUCTURAL FRAME- 0 HOUR RATING

FLOORS & FLOOR-CEILINGS- 0 HOUR

RATING

ROOFS AND ROOF CEILINGS – 0 HOUR

RATING

5 FIRE RESISTIVE REQUIREMENTS

IBC 508.4; TABLE 508.4 SINGLE OCCUPANCY

4 MIXED USE AND OCCUPANCY SEPARATIONS

IBC SECTION 504 S-1: 3 STORIES / 55 FEET

IBC CHAPTER 5, TABLE 503 S-1: 26,000 SF PER FLOOR

3 AREA AND HEIGHT LIMITATIONS

IBC CHAPTER 6 IIB

2 CONSTRUCTION TYPE

NFPA 101 40.1.2.1.2 STORAGE OCCUPANCY

IBC CHAPTERS 3 AND 4

MODERATE-HAZARD STORAGE GROUP

S-1

OCCUPANCY CLASSIFICATION

SERVICE WASH RACK (SWR)

EGRESS DATA - FIRST FLOOR

EXIT ROUTE ID

ACTUAL TRAVEL

DISTANCE

CODE MAXIMUM TRAVEL

DISTANCE

EXIT TRAVEL DISTANCE 102 7' - 10" 300' - 0"

EXIT TRAVEL DISTANCE 101 6' - 1" 300' - 0"

EXIT TRAVEL DISTANCE 100 87' - 6" 300' - 0"

SCOPE CALCULATIONS & OCCUPANCY...

Level Room

No. Name Net Area

OCCUPANCY

TYPE

OCCUPANCY

FACTOR

T.O. SLAB

T.O. SLAB 100 VEHICLE BAY 2026 SF STORAGE 300

T.O. SLAB 101 FIRE 26 SF MECHANICAL 300

T.O. SLAB 102 UTILITY 45 SF MECHANICAL 300

Grand total: 3 2097 SF

GROSS BUILDING AREA = 2,240 SF

OCCUPANT LOAD = 2,240/300 = 8 TOTAL OCCUPANTS

NOTES:

1. MAXIMUM AUTHORIZED SQUARE FOOTAGE FOR VEHICLE SERVICE

WASH RACK NOT SPECIFIED IN ANGH 32-1084

2. UTA AND WEEKDAY POPULATION: 4 PERSONNEL

4'0 8' 16'

SCALE 1/8" = 1'-0"

1 12.13.2019 A1 - Submittal

2 03.11.2020 A2 - Submittal

3 05.22.2020 B1 - Submittal

5 09.17.2020 B3 - Submittal

ISSUE FOR CONSTRUCTION DATE

09/17/2020

09/16/2020

U G E

S U R V E Y E D

IPS

SOILBORING

11ft

18ft 18ft

18ft

A-201

54' - 8"

EXST 30" TREE TO BE REMOVED

EXISTING 8" TREE

TO BE REMOVED

EXST 8" TREE TO

BE REMOVED

EXST 12" TREE TO

BE REMOVED

6" PVC WATER LINE

MIN 5' DEPTH

CONCRETE PAVING (NEW)

6" Concrete on 8” Agg. Base Course CONCRETE PAVING (NEW)

6" Concrete on 8” Agg. Base Course

EXISTING

STREET

SIGN

3/4" GAS LINE

6" PVC ELECTRIC - CONNECT TO

TRANSFORMER ON SOUTH SIDE OF

BUILDING 120; EXISTING SPARE

CONDUIT TO SECONDARY SIDE OF

THE TRANSFORMER, CONNECT

NEW TO EXISTING

PARKING STRIPES

TO BE REMOVED,

TYP

EXISTING

STREET SIGN

S S

COMM

C O

M M

LINE OF ROOF ABOVE

EXISTING TREES TO

REMAIN

PRESSURE

VALVE

UTILITY

FIRE

VEHICLE BAY

GRASS AREA SURROUNDING

BUILDING SITE, TYP

4" PVC COMM

NOTE: CAUTION // MARK STORM SEWER

AND USE CAUTION WHEN EXCAVATING IN

THE AREA OF THE EXISITNG STORM LINE

EXISTING COMM M4

1 3

FIBERGLASS

MANHOLE

6" PVC SANITARY W/

INTERCEPTOR

+/- 658

1' ASPHALT PATCHING

SAW CUT EXISTING PAVING

1' ASPHALT PATCHING

SAW CUT EXISTING PAVING

FDC

SAW CUT AND ASPHALT

REPLACEMENT

PROPOSED CONTOUR AT 663.0

EXISTING CONTOUR AT 663.0

CONSTRUCTION LIMIT (7,800 SF)

SILT FENCE TO BE PLACED AT

CONSTRUCTION LIMIT

VEHICLE TRACKING PAD

(CONSTRUCTION ENTRANCE)

AGGREGATE BAGS

TO BE PLACED ON

EXISTING PAVEMENT

AREAS

AGGREGATE BAGS TO BE

PLACED ON EXISTING

PAVEMENT AREAS

PIV

HANDHOLE REQ.

4" CONDUIT *FOR

FUTURE USE

2" PVC SCHEDULE 40

6" PVC

INTERCEPTOR1 1/2" DOMESTIC WATER

GAS METER

6" FIRE LINE

BORING

LOCATION -B2

ELEV 662.505

EXISTING 15" STORM

INVERT +/- 659.65,

FIELD VERIFY

SOIL BORING LOCATION -B1 ELEV 663.009

2 - 2 1/2" CONCRETE ENCASED

CONDUITS

SURVEY CONTROL POINT #10

ELEV 662.874

NOTE:

SEE ARCHITECTURAL DRAWINGS FOR

SLAB ELEVATION INFORMATION

SHUT OFF VALVE AND

VALVE BOX

EXISTING

STORM SYSTEM

8" C

Y T

ILE

WATER METER

6" FOUNDATION

DRAIN LINE

(PERORATED)

NOTE:

INSTALL MARKING TAPE AT MAX. 12"

ABOVE NEW BURIED UTILITY LINES

AND INSTALL TRACER WIRES.

A10

C-101

SLOPE

FOR INTECEPTOR AND LIFT

STATION, PIPE CONNECTIONS

TO EXISITNG MANHOLE, SEE

SHEET C-103 SANITARY

PROFILE AND P-001

UNDERGROUND PLUMBING

PLAN

A10

C-101

Sim

A10

C-101

Sim

L D

V E

L D

V E

1% MIN.

4" CONCRETE PAD,

SEE A-101 FOR

ADDITIONAL

INFORMATION

4" CONCRETE PAD, SEE

A-101 FOR ADDITIONAL

INFORMATION

4" CONCRETE PAD, SEE A-101

FOR ADDITIONAL

INFORMATION

CONCRETE PAVING

SITE PLAN LEGEND

EXISTING

COMM

WWATER

ELECTRIC

GAS

STORM SEWER

COMMUNICATIONS

PROPOSED

COMM

WWATER

ELECTRIC

GAS

STORM SEWER

COMMUNICATIONS

SASANITARY SEWER

EXISTING

CONTOUR

PROPOSED

CONTOUR

T.O. SLAB

0' - 0"

E Q

CONCRETE PAD

AND/OR PAVING

CONCRETE

FOUNDATION

DOOR FRAME AND OPENING, SEE

PLAN AND DOOR SCHEDULE FOR

ADDITIONAL INFORMATION

CONCRETE SLAB,

REF STRCT

DRAWINGS

#4 18" DOWEL, 12" O.C.

RE: STRUCTURAL

1" COMPRESSIBLE

FILL

+1 303 221-7275

+1 303 221 7276

Tel:

Fax:

7604 Technology Way #400

Denver, CO 80237 www.atkinsglobal.com

PROJECT TITLE

CLIENT

In c h e s

PROFESSIONAL SEAL

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

DO NOT SCALE

A ANSID22X34

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

As indicated

O H

A N

G th

F W

W a sh

R a c k /1 th

F W

V e h ic le

S e rv ic e R a c k M o d e l.r vt

:3 :5

CIVIL & LANDSCAPE

PLAN

OH ANG 180th FW Vehicle Service Rack

PK & MB

N/A

MB JF

100068038

TYPE B-3 100% SUBMITTAL

180th Fighter Wing

TOLEDO EXPRESS AIRPORT,

SWANTON, OHIO

C-101 1/8" = 1'-0"

CIVIL & LANDSCAPE PLAN 4'0 8' 16'

SCALE 1/8" = 1'-0"

NORTH

NOTE: BEFORE PERFORMING ANY

EXCAVATION OR PAVEMENT DEMOLITION

GREATER THAN 4” IN DEPTH, THE

CONTRACTOR SHALL SUBMIT A REQUEST

FOR “WORK CLEARANCE, AF FORM 103”

TO THE CONTRACTING OFFICER’S

REPRESENTATIVE (COR) A MINIMUM OF 3

WORKING DAYS PRIOR TO BEGINNING

ANY EXCAVATION OR DEMOLITION WORK.

NOTE: SURVEY PERFORMED BY RESOURCE INTERNATIONAL INC ON 1-28-2020

1 1/2" = 1'-0" A10

DTL_DOWEL AT SLAB

1 12.13.2019 A1 - Submittal

2 03.11.2020 A2 - Submittal

3 05.22.2020 B1 - Submittal

4 07.08.2020 B2 - Submittal

5 09.17.2020 B3 - Submittal

ISSUE FOR CONSTRUCTION DATE

09/17/2020

ANDREW T. HOLTON

CO # 33942

IPS

SOILBORING

A-201

33' - 0"

STANDARD 1: STANDOFF DISTANCE

13'-0" MINIMUM STANDOFF

DISTANCE TO PARKING, ROADWAYS

AND CONTROLLED PERIMETERS

THE MINIMUM STANDOFF DISTANCE

FOR NEW CONSTRUCTION TO THE

INSTALLATION PERIMETER IS 20 FT.

RE: UFC 4-010-01

STANDARD 2: UNOBSTRUCTED SPACE

SPACE AROUND INHABITED BUILDINGS

MUST HAVE NO OPPORTUNITIES FOR

CONCEALMENT FROM OBSERVATION OF

EXPLOSIVE DEVICES OF NO LESS THAN 6".

WHERE BUILDINGS ARE REQUIRED TO

MEET THESE STANDARDS, THE

UNOBSTRUCTED SPACE MUST EXTEND 33

FT. (10m) OUT FROM THE BUILDING, OR

THE INSTALLATION PERIMETER AS

ESTABLISHED BY STANDARD 1., RE: UFC

4-010-01

DISTANCE TO EXISITING ROADWAY

DISTANCES TO NEAREST BUILDINGS

BUILDING 118 (N) - 170' - 0"

BUILDING 120 (NW) - 87' - 6"

BUILDING 136 (SE) - 93' - 11"

1 3

21' - 9 9/16"

25' - 7 1/2"

+1 303 221-7275

+1 303 221 7276

Tel:

Fax:

7604 Technology Way #400

Denver, CO 80237 www.atkinsglobal.com

PROJECT TITLE

CLIENT

In c h e s

PROFESSIONAL SEAL

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

DO NOT SCALE

A ANSID22X34

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

1/8" = 1'-0"

O H

A N

G th

F W

W a sh

R a c k /1 th

F W

V e h ic le

S e rv ic e R a c k M o d e l.r vt

:3 :5

ATFP PLAN

OH ANG 180th FW Vehicle Service Rack

PK & MB

N/A

MB JF

100068038

TYPE B-3 100% SUBMITTAL

180th Fighter Wing

TOLEDO EXPRESS AIRPORT,

SWANTON, OHIO

C-102 1/8" = 1'-0"

ATFP PLAN 4'0 8' 16'

SCALE 1/8" = 1'-0"

NORTH

1 12.13.2019 A1 - Submittal

2 03.11.2020 A2 - Submittal

3 05.22.2020 B1 - Submittal

4 07.08.2020 B2 - Submittal

5 09.17.2020 B3 - Submittal

ISSUE FOR CONSTRUCTION DATE

09/17/2020

4" PVC

MANHOLE LID = 663.00 +/-

DUAL PUMP EXISTING MANHOLE

EXISTING MANHOLE

RIM 663.94

EXISTING GRADE

INVERT OUT = 660.34

*TO BE FIELD VERIFIED2" PVC SCHEDULE 40 148.5'

INVERT IN = 657.30

INVERT OUT = 658.00

INVERT IN = 660.54 +/-

PREFABRICATED FIBERGLASS BASIN

(SEE PLMB P-001)

+1 303 221-7275

+1 303 221 7276

Tel:

Fax:

7604 Technology Way #400

Denver, CO 80237 www.atkinsglobal.com

PROJECT TITLE

CLIENT

In c h e s

PROFESSIONAL SEAL

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

DO NOT SCALE

A ANSID22X34

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

1/2" = 1'-0"

O H

A N

G th

F W

W a sh

R a c k /1 th

F W

V e h ic le

S e rv ic e R a c k M o d e l.r vt

:3 :5

SANITARY PROFILE

OH ANG 180th FW Vehicle Service Rack

MB & PK

N/A

MB JF

100068038

TYPE B-3 100% SUBMITTAL

180th Fighter Wing

TOLEDO EXPRESS AIRPORT,

SWANTON, OHIO

C-103

1/2" = 1'-0" F1

SANITARY SEWER PROFILE SKETCH

1 12.13.2019 A1 - Submittal

2 03.11.2020 A2 - Submittal

3 05.22.2020 B1 - Submittal

4 07.08.2020 B2 - Submittal

ISSUE FOR CONSTRUCTION DATE

09/17/2020

STRUCTURAL GENERAL NOTES

GENERAL STRUCTURAL CRITERIA

1. STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE

ONCE IN SERVICE. NO CONSIDERATION FOR STABILITY AND SHORING

IS ASSUMED BY THE ENGINEER DURING THE BUILDING PROCESS. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS BY

DETERMINING AND IMPLEMENTING ERECTION PROCEDURES AND

SEQUENCE OF CONSTRUCTION. THIS INCLUDES TEMPORARY

BRACING AND SHORING AS WELL AS SOIL STABILIZATION AND

PROTECTIVE MEASURES FOR ADJACENT EXISTING CONSTRUCTION.

2. STRUCTURAL DRAWINGS AND SPECIFICATIONS SHALL BE UTILIZED

CONCURRENTLY WITH ARCHITECTURAL, SITE, AND ENGINEERING

DRAWINGS OF OTHER DISCIPLINES TO CONSULT INFORMATION NOT

EXPLICITLY INDICATED ON STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS

PRIOR TO PROCEEDING WITH PROCUREMENT OF MATERIALS AND

LABOR, FABRICATION, AND CONSTRUCTION WORK. WHERE

DISCREPANCIES EXIST, NOTIFY ARCHITECT / ENGINEER OF SUCH

DISCREPANCIES IN WRITING VIA A REQUEST FOR INFORMATION /

INTERPRETATION (RFI) BEFORE PROCEEDING WITH THE WORK IN THE

AFFECTED AREA IN QUESTION.

4. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED,

OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY

STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY AND ALL COSTS INCURRED BY STRUCTURAL ENGINEER FOR

REVIEW OF SUCH DEVIATIONS AND IMPLEMENTATION OF

APPROPRIATE SOLUTIONS.

5. PRIOR TO COMMENCING WORK, THE GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR REVIEWING AND COORDINATING WITH THE

SUB-CONTRACTORS' WORK INDICATED ON STRUCTURAL DRAWINGS

WITH ARCHITECTURE, SITE WORK, DELEGATED COMPONENTS, AND

THE WORK OF OTHER ENGINEERING DISCIPLINES.

6. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS ARE

REPRESENTATIVE OF THE FINISHED STRUCTURE. THE STRUCTURAL

ENGINEER SHALL NOT BE IN RESPONSIBLE CHARGE AND CONTROL OF

CONSTRUCTION MEANS, METHODS, PROCEDURES AND

CONSTRUCTION TECHNIQUES, AND JOBSITE SAFETY. THIS SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR.

7. THE STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS HAVING

CONTROL, CHARGE, AND RESPONSIBILITY FOR THE ACTS AND

OMISSIONS AND FOR FAILURE OF THE CONTRACTOR, SUB-

CONTRACTOR, AND OTHER PERSONS PERFORMING THE WORK TO

CARRY OUT SUCH WORK IN ACCORDANCE WITH THE STRUCTURAL

DRAWINGS AND COLLECTIVE CONTRACT DOCUMENTS.

8. PERIODIC SITE OBSERVATION BY THE STRUCTURAL ENGINEER AND

HIS / HER REPRESENTATIVES IS SOLELY FOR THE PURPOSE OF

DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN

GENERAL ACCORDANCE WITH THE STRUCTURAL DRAWINGS AND

SPECIFICATIONS. THIS LIMITED SITE OBSERVATION SHALL NOT BE

CONSTRUED AS AN INSPECTION, EXHAUSTIVE, OR CONTINUOUS

OBSERVATION TO VERIFY THE QUALITY AND QUANTITY OF THE WORK.

9. THE USE OF REPRODUCTIONS OF THESE STRUCTURAL DRAWINGS

AND SPECIFICATIONS AND USE OF ELECTRONIC FILES AND MODELS

BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR

MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS IS

PROHIBITED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM

THE STRUCTURAL ENGINEER.

10. IN THE EVENT THERE IS CONFLICTING INFORMATION BETWEEN THE

DRAWINGS, SPECIFICATIONS AND LOCAL CODE APPLICATIONS OR

ANY OTHER CONTROLLING AUTHORITY, THE MOST STRINGENT

CONDITION SHALL APPLY.

DEFLECTION CRITERIA

1. DEFLECTION CRITERIA SHALL BE IN ACCORDANCE WITH DEFLECTION

AND DRIFT LIMITS SET HEREIN.

2. THE DEFLECTION LIMITS SHALL BE COORDINATED WITH THE

ARCHITECTURAL DRAWINGS BASED ON THE MATERIALS SPECIFIED BY

THE ARCHITECT. MATERIALS THAT REQUIRE DEFLECTION CRITERIA

THAT EXCEED THE LIMITS INDICATED HEREIN PER THE

MANUFACTURER'S AND/OR ARCHITECT'S RECOMMENDATIONS SHALL

MEET THE CRITERIA RECOMMENDED BY THE MANUFACTURER AND/OR

THE ARCHITECT.

3. DEFLECTION AND DRIFT LIMITS SHALL BE THE MORE STRINGENT OF

THE RATIO OR ABSOLUTE VALUES INDICATED HEREIN.

4. THE CONSTRUCTION OF THE BUILDING AND ITS COMPONENTS SHALL

BE CONFIGURED TO ACCOMMODATE THESE MOVEMENTS.

DESIGN CRITERIA

1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH:

IBC 2018, ASCE 7-16, AND UFC 3-301-01 AS APPLICABLE.

2. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR DIMENSIONS AND

ELEVATIONS NOT INDICATED ON STRUCTURAL DRAWINGS. NOTIFY

ARCHITECT / ENGINEER OF DISCREPANCIES PRIOR TO EXECUTION OF

WORK.

3. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS,

WALLS AND ROOFS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING AND SITE REQUIREMENTS.

4. REFER TO ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL,

PLUMBING AND SITE DRAWINGS FOR MATERIALS, COMPONENTS, AND

CONNECTIONS NOT SHOWN HEREIN, AND FOR ANCHORED,

SUPPORTED AND EMBEDDED ITEMS WHICH AFFECT THE STRUCTURAL

WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT

PURCHASED.

5. NO PROVISIONS HAVE BEEN MADE FOR FUTURE VERTICAL AND/OR

HORIZONTAL ADDITIONS, MODIFICATIONS, AND/OR EXPANSIONS

EXCEPT AS SHOWN ON THE STRUCTURAL DRAWINGS.

6. STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE DESIGN OF

PREFABRICATED STAIRS, HANDRAILS, CURTAIN WALL / WINDOW WALL

SYSTEMS, COLD-FORMED STEEL FRAMING, OR OTHER SYSTEMS

DELEGATED OR NOT SHOWN IN THE STRUCTURAL DRAWINGS. SUCH

SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY

OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

7. REFERENCED DATUM FOR THE PROJECT SHALL BE TAKEN AS 0'-0"

ESTABLISHED FROM SLAB ON GRADE FINISH FLOOR. VERIFY ACTUAL

ELEVATIONS WITH CIVIL DRAWINGS.

DESIGN LOADING

ULTIMATE DESIGN WIND SPEED: (Vult)

RISK CATEGORY

WIND EXPOSURE

INTERNAL PRESSURE COEFFICIENT (ENCLOSED)

WIND LOADS

107 MPH

±0.18

EQUIVALENT ALLOWABLE WIND SPEED: (Vasd) 83 MPH

ROOF MEAN HEIGHT 26.0 FT

DIRECTIONALITY (Kd) 0.85

DESIGN LOADING CONT.

SUBSTITUTIONS FOR DELEGATED ENGINEERED COMPONENTS AND

SYSTEMS

1. COMPONENTS AND SYSTEMS DELEGATED TO A DELEGATE

ENGINEER SHALL CONFORM TO THE DESIGNER OF RECORD’S

DESIGN INTENT AND SHALL NOT DEVIATE IN REQUIREMENTS

WITHOUT PRIOR WRITTEN ACCEPTANCE FROM THE DESIGNER OF

RECORD.

2. THE DESIGNER OF RECORD SHALL BE COMPENSATED FOR AND

ALLOWED THIRTY CALENDAR DAYS TO APPROPRIATELY REVIEW AND

RESEARCH PROPOSED SUBSTITUTIONS PRIOR TO ISSUING APPROVAL

OR DENIAL.

3. THE CONTRACTOR SHALL BEAR THE ADDITIONAL COSTS RELATED TO

THE PROPOSED SUBSTITUTION INCLUDING BUT NOT LIMITED TO

DESIGNER OF RECORD’S REVIEW TIME, COST OF DELEGATED

ENGINEERING, COST OF DIRECT AND INDIRECT IMPACT TO OTHER

PORTIONS OF THE WORK INCLUDING RE-ENGINEERING COSTS, AND

COSTS ASSOCIATED WITH TIME AND/OR SCHEDULE DELAYS

INCURRED ON THE PROJECT.

4. OWNER’S APPROVAL OF SUBSTITUTIONS NOT APPROVED BY THE

DESIGNER OF RECORD SHALL RELIEVE THE DESIGNER OF RECORD

OF RESPONSIBILITY FOR SAID PORTION OF THE WORK AND OTHER

AREAS IMPACTED AS A RESULT OF THE UNAPPROVED SUBSTITUTION.

5. FOR UNAPPROVED SUBSTITUTIONS, IT IS THE CONTRACTOR’S

RESPONSIBILITY FOR NOTIFYING THE DELEGATE ENGINEER THAT

THEY ARE THE DESIGNER OF RECORD FOR SUCH PORTIONS OF THE

WORK AND FOR COMPENSATING THE DELEGATE ENGINEER FOR

SUCH SERVICES.

6. THE DESIGNER OF RECORD FOR AN UNAPPROVED SUBSTITUTION

SHALL DEVELOP INDEPENDENT DESIGN CRITERIA FOR SUCH PORTION

OF THE WORK, SHALL NOT RELY ON PREVIOUSLY DEVELOPED AND

SUBMITTED CRITERIA, AND SHALL CREATE AN INDEPENDENT SET OF

DRAWINGS, SPECIFICATIONS, AND CALCULATIONS FOR SAID WORK.

GRAVITY LOADS

LOCATION

UNIFORM

DEAD LOAD

(PSF)

CONC.

DEAD LOAD

(LBS)

UNIFORM

LIVE LOAD

(PSF)

CONC.

LIVE LOAD

(LBS)

ROOF

VEHICULAR DRIVEWAY

LIVE LOAD REDUCTION ON SUPPORTING ELEMENTS SHALL BE IN

ACCORDANCE WITH THE BUILDING CODE. NO LIVE LOAD REDUCTION

OF ROOF LOADING IS PERMITTED. UNIFORMED DEAD LOAD IS

ADDITIVE TO ACTUAL STRUCTURAL WEIGHTS.

-- 250

8,000

SHOP DRAWINGS

1. SHOP DRAWINGS ARE REQUIRED FOR ALL STRUCTURAL FRAMING,

ELEMENTS, COMPONENTS, AND SYSTEMS INDICATED ON THE

STRUCTURAL DRAWINGS. SHOP DRAWINGS INCLUDE BUT ARE NOT

LIMITED TO THE FOLLOWING:

A. CONCRETE MIX DESIGNS

B. CONCRETE FOUNDATION REINFORCING

C. CONCRETE AND MASONRY FRAMING W/ ELEVATION

DRAWINGS CLEARLY INDICATING REINFORCING, SPLICING,

AND LOCATION OF ALL CONCRETE AND MASONRY FRAMING

D. PRE-ENGINEERED METAL BUILDING (*)

E. STRUCTURAL STEEL (*)

F. STRUCTURAL STEEL CONNECTIONS NOT DETAILED

ON THESE DRAWINGS (*)

G. STEEL DECK

H. PRE-FABRICATED CANOPY AND AWNING STRUCTURES,

DECORATIVE BRACKETS, AND OTHER ARCHITECTURAL

COMPONENTS (*)

I. ANCHORAGE OF EQUIPMENT (*),(#)

J. STEEL STAIR FRAMING, RAILINGS, AND CONNECTIONS (*)

K. STEEL RAMPS, RAILINGS, AND CONNECTIONS (*)

L. LIGHT GAGE FRAMING (*)

M. SUSPENDED STEEL CATWALK OR PLATFORM (*)

SHOP DRAWINGS FOR ITEMS NOT LISTED ABOVE SHALL BE

SUBMITTED FOR REVIEW UPON REQUEST BY THE STRUCTURAL

ENGINEER.

ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OHIO.

ITEMS MARKED (#) SHALL BE SUBMITTED FOR THE ENGINEER'S

RECORD ONLY.

2. SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL

ENGINEER FOR COMPLIANCE WITH DESIGN INTENT AND FOR

GENERAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.

CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS SHALL

NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE

STRUCTURAL DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR CONFORMING AND CORRELATING

QUANTITIES, DIMENSIONS, ELEVATIONS, AND LENGTHS, FOR

SELECTING FABRICATION PROCESSES, FOR SELECTING METHODS OF

CONSTRUCTION, FOR COORDINATING SUB TRADES AND FOR

PERFORMING WORK IN A SAFE MANNER.

3. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND

MARKED "APPROVED" PRIOR TO SUBMITTING THE DRAWINGS TO THE

ARCHITECT OR ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL BE

MARKED WITH A REVIEW STAMP FROM THE CONTRACTOR INDICATING

REVIEW DISPOSITION AND SHALL BE DATED AND INITIALED. SHOP

DRAWINGS THAT HAVE NOT BEEN REVIEWED, STAMPED, DATED AND

INITIALED WILL BE CONSIDERED NOT REVIEWED BY THE

CONTRACTOR AND SHALL BE RETURNED NOT REVIEWED AND

UNCHECKED BY THE STRUCTURAL ENGINEER.

4. STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR DELAYS

CAUSED DUE TO THE REJECTION OF INCOMPLETE SHOP DRAWINGS,

SHOP DRAWINGS RETURNED DUE TO THE CONTRACTOR'S FAILURE TO

REVIEW DOCUMENTS PRIOR TO RECEIPT BY THE STRUCTURAL

ENGINEER, AND FOR THE ADDITIONAL TIME REQUIRED BY THE

CONTRACTOR'S SUB TRADES TO REVISE AND RE-SUBMIT THE SHOP

DRAWINGS AND FOR THE STRUCTURAL ENGINEER TO PERFORM

ADDITIONAL REVIEWS OF NON-CONFORMING SHOP DRAWINGS.

5. UPON RECEIPT OF SHOP DRAWINGS FROM THE CONTRACTOR THAT

HAVE BEEN REVIEWED, STAMPED, DATED, AND INITIALED BY THE

CONTRACTOR, THE ENGINEER SHALL BEGIN REVIEW OF THE

RECEIVED SHOP DRAWINGS. THE CONTRACTOR SHALL ALLOW

FOURTEEN (14) WORKING DAYS FOR REVIEW BY THE STRUCTURAL

ENGINEER FROM RECEIPT OF SHOP DRAWINGS. THE CONTRACTOR

SHALL FURTHER ALLOW TEN (10) WORKING DAYS FROM RECEIPT OF

SHOP DRAWING RESUBMISSION FOR REVIEW BY THE STRUCTURAL

ENGINEER.

6. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP

DRAWINGS AND TO RETURN THEM IN A TIMELY MANNER ARE

CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE

SHOP DRAWINGS BY THE CONTRACTOR AS REQUIRED IN THE

CONSTRUCTION CONTRACT AND THE CONTRACTOR'S RESUBMISSION

OF THE SHOP DRAWINGS IN ACCORDANCE WITH A WRITTEN

SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING

THE DATES FOR THE SUBMISSION OF THE VARIOUS SHOP DRAWINGS.

7. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR

MATERIALS THAT ARE FABRICATED, DELIVERED, AND INSTALLED AT

THE SITE WITHOUT A SET OF SHOP DRAWINGS THAT HAVE BEEN

REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. COSTS

ASSOCIATED WITH THE REMOVAL OF UNAPPROVED MATERIALS AND

THE DELAYS ASSOCIATED WITH THE REPAIR, RECONFIGURATION,

AND/OR REMOVAL OF SUCH MATERIALS SHALL NOT BE THE

RESPONSIBILITY OF THE STRUCTURAL ENGINEER.

8. SHOP DRAWINGS REVIEWED BY THE STRUCTURAL ENGINEER AND

RETURNED WITH A MARK OF 'REJECTED' OR 'REVISE AND RESUBMIT'

SHALL BE RESUBMITTED FOR REVIEW BY THE STRUCTURAL

ENGINEER. REVISIONS MADE TO SHOP DRAWINGS SHALL BE CLEARLY

MARKED AND THE PURPOSE FOR THE RESUBMISSION SHALL BE

CLEARLY NOTED ON THE SHOP DRAWING TRANSMITTAL. REVISIONS

SHALL BE ASSIGNED A SEQUENTIAL REVISION NUMBER.

9. THE CONTRACT DOCUMENTS SHALL GOVERN OVER THE SHOP

DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE

ENGINEER.

SUBSTITUTIONS

1. CHANGES AND/OR SUBSTITUTIONS BY THE CONTRACTOR TO THE

STRUCTURAL PLANS, DETAILS, MATERIALS, AND OTHER INFORMATION

IN THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT TO THE

STRUCTURAL ENGINEER THE APPROPRIATE DOCUMENTATION AND

INFORMATION FOR REVIEW INCLUDING BUT NOT LIMITED TO

PRODUCT APPROVALS, SKETCHES, SIGNED AND SEALED

CALCULATIONS AS APPLICABLE, AND SPECIFIC PRODUCT MATERIAL

INFORMATION AS IT COMPARES TO THE PRODUCTS / MATERIALS

SPECIFIED ON THE STRUCTURAL DRAWINGS.

3. THE INCORPORATION OF CHANGES AND/OR SUBSTITUTIONS

INCLUDING BUT NOT LIMITED TO REVIEW, RE-DESIGN, RE-ANALYSIS,

AND RE-DRAFTING INTO THE STRUCTURAL DRAWINGS IS

CONSIDERED AND ADDITIONAL SERVICE FOR THE STRUCTURAL

ENGINEER.

4. UNLESS OTHERWISE AGREED UPON BETWEEN THE CONTRACTOR AND

OWNER, THE CONTRACTOR SHALL PROVIDE AN APPLICABLE CREDIT

TO THE OWNER WHERE PROPOSED SUBSTITUTED MATERIALS AND

LABOR ARE A REDUCTION IN COST TO THE ORIGINALLY SPECIFIED

ITEM.

OPERATION AND MAINTENANCE

1. STRUCTURES REQUIRE PERIODIC MAINTENANCE TO MEET AND

EXCEED DESIGN LIFE SPAN AND TO ENSURE STRUCTURAL INTEGRITY

FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF

MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER.

2. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO,

PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR

CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS,

CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND

PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED

TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS.

SEISMIC IMPORTANCE FACTOR:

SEISMIC LOADS

SPECTRAL RESPONSE COEF, SDS:

SEISMIC DESIGN CATEGORY:

SPECTRAL RESPONSE COEF, SD1:

SITE CLASS:

1.0

0.142 g

0.086 g

ANALYSIS PROCEDURE:

EQUIVALENT LATERAL FORCE ANALYSIS

BASIC SEISMIC FORCE RESISTING SYSTEM:

STEEL ORDINARY CONCENTRICALLY BRACED FRAME (DIR E-W)

STEEL ORDINARY MOMENT FRAMES (DIR N-S)

RISK CATEGORY: II

SPECTRAL RESPONSE ACCEL, SS: 0.133 g

SPECTRAL RESPONSE ACCEL, S1: 0.054 g

SNOW LOADS

1.0SNOW IMPORTANCE FACTOR, I:

IIRISK CATEGORY

GROUND SNOW LOAD, Pg: 20 PSF

THERMAL FACTOR, Ct: 1.2

1.0SNOW EXPOSURE FACTOR, Ce:

20 PSFUNIFORM ROOF DESIGN SNOW LOAD

LIVE LOAD/WIND LOAD

TOTAL DEAD & LIVE LOAD

DEFLECTION AND DRIFT LIMITS

ROOF STRUCTURE

EXTERIOR WALLS

WALLS RECEIVING STUCCO FINISH

OTHER WALLS NOT OTHERWISE SPECIFIED

PARAPETS

EXPOSED MASONRY

WIND LOAD

DRIFT REQUIREMENTS

L/360

L/240

L/360

L/240

L/300

L/600

H/400

RATIO

3/4"

ABSOLUTE

+1 303 221-7275 +1 303 221 7276

Tel:

Fax:

7604 Technology Way #400 Denver, CO 80237 www.atkinsglobal.com

PROJECT TITLE

CLIENT

In ch es

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

DO NOT SCALE

A ANSID22X34

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

As indicated

O H

A N

G th

F W

W a sh

R a c k /1 th

F W

V e h ic le

S e rv ic e R a c k M o d e l_

.r vt

:2 :5

STRUCTURAL

GENERAL NOTES

AND

ABBREVIATIONS

OH 180th FW Vehicle

Service Rack

PRD

09/17/2020

PRD FA

100068038

180th Fighter Wing

TOLEDO EXPRESS AIRPORT,

SWANTON, OHIO

S-001

PAUL RICHARD DICICCO, PE - FL PE# 79314

Ip MOMENT OF INERTIA

JST JOIST

JT JOINT

K 1,000 POUNDS (KIP)

KWY KEYWAY

L ANGLE

LDG LANDING

LG L LONG ANGLE

LGTH LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT WT LIGHT WEIGHT

MATL MATERIAL

MAX MAXIMUM

MB MASONRY BEAM, MACHINE BOLT

MECH MECHANICAL

MEP, M/E/P MECHANICAL,ELECTRICAL,PLUMBING

MET METAL

MFR MANUFACTURE/MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MPH MILES PER HOUR

NIC NOT IN CONTRACT

NO NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTERS

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

PAF POWDER ACTIVATED FASTENERS

PAR PARALLEL

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FEET

PCI PRECAST CONCRETE INSTITUTE

PCL PRECAST/PRESTRESSED CONCRETE

LINTEL

PEMB PRE ENGINEERED METAL BUILDING

PEN PENETRATION

PJF PREMOLDED BITUMINOUS JOINT

FILLER

PL PROPERTY LINE, PLATE

PLF POUNDS PER LINEAR FOOT

PLY PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RTU ROOF TOP UNIT

RW RETAINING WALL

SBP SOIL BEARING PLATE

SCHED SCHEDULE

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SOG SLAB ON GRADE

Sp SECTION MODULES

SPC SPACE/SPACES

SPCG SPACING

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SYM SYMMETRICAL

SYP SOUTHERN YELLOW PINE WOOD

T&B TOP AND BOTTOM

T/, TO TOP OF

TB TIE BEAM

TDS TURN DOWN SLAB

TEMP TEMPERATURE

TENS TENSION

THD THREAD/THREADED

THK THICK

TOL TOLERANCE

TS TUBE STEEL/THICKENED SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE (ALSO

UON)

VERT VERTICAL

VOL VOLUME

VWP VERIFY WITH PROCESS

W WIDE FLANGE

W/ WITH

WD WOOD

WF WALL FOOTING

WH WEEP HOLE

WO, W/O WITHOUT

WP WORKING POINT, WATERPROOF

WS WELDED STUD

WT WEIGHT, STRUCTURAL TEE SECTION

WWF WELDED WIRE FABRIC

Ø DIAMETER

# POUNDS

& AND

+/- PLUS OR MINUS

@ AT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLTS

ABBREV ABBREVIATION

ACI AMERICAN CONCRETE INSTITUTE

ADD ADDITIVE

ADDL ADDITIONAL

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE/ALTERNATIVE

ALUM, AL ALUMINUM

ARCH ARCHITECTURE/ARCHITECTURAL

ASPH ASPHALT

ASTM AMERICAN SOCIETY OF TESTING

MATERIALS

AWS AMERICAN WELDING SOCIETY

B/, BO BOTTOM OF

BFF BELOW FINISH FLOOR

BIT BITUMINOUS, BITUMASTIC

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BM BEAM

BOT BOTTOM

BP BASE PLATE/BEARING PLATE

BRG BEARING

BTWN BETWEEN

BU BUILT-UP

C CHANNEL

CB CONCRETE BEAM

CC CONCRETE COLUMN

CF CUBIC FEET (FOOT)

CI CAST-IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR/CLEARANCE

CM CONCRETE MASONRY

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO COMPANY

COL COLUMN

CONC CONCRETE

CONN CONTINUOUS

CONST CONSTRUCTION

COORD COORDINATE

CS CAST-STEEL

CSJ CONSTRUCTION JOINT

CTR CENTER

CTRD CENTERED

CV CUBIC YARD

DBA DEFORMEDABLE BAR

ANCHOR(WELDABLE REBARS)

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DN DOWN

DR DRAIN

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL, ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC/ELECTRICAL

ENGR ENGINEER

EQ SP EQUAL SPACED

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FLR FINISHED FLOOR

FIN FINISH

FIN GR FINISH GRADE

FOW EXTERIOR FACE OF WALL (REVEAL

SIDE)

FP FULL PENETRATION WELD

FS FAR SIDE

FT FEET/FOOT

FTG FOOTING

GA GAGE/GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GRID LINE

GS GALVANIZED STEEL

GSN GENERAL STRUCTURAL NOTES

HCS HOLLOW CORE SLAB

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSB HIGH STRENGTH BOLT (A-325)

HT HEIGHT

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INT INTERIOR

INV INVERT

STRUCTURAL ABBREVIATIONS

NOTE: ABBREVIATIONS MAY BE SHOWN WITH OR

WITHOUT PERIODS (IE, AWS OR A.W.S.)

1 12.13.2019 A1 - Submittal

2 03.11.2020 A2 - Submittal

3 05.19.2020 B1 - Submittal

4 07.08.2020 B2 - Submittal

5 09.17.2020 B3 - Submittal

June 19, 2017

ISSUE FOR CONSTRUCTION DATE

09/17/2020

DELEGATE ENGINEER REQUIREMENTS AND SUBMITTALS

1. THE TERM "DELEGATE ENGINEER" SHALL REFER TO A PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF OHIO RETAINED BY THE

CONTRACTOR TO PROVIDE DESIGN AND FABRICATION SUBMITTALS

AND CALCULATIONS FOR THE COMPONENTS DELEGATED BY THE

STRUCTURAL ENGINEER OF RECORD HEREIN.

2. WHERE NOTED ON THIS SET OF CONSTRUCTION DOCUMENTS AND AS

INDICATED BELOW, THE CONTRACTOR SHALL ENGAGE THE SERVICES

OF A DELEGATE ENGINEER TO PROVIDE DELEGATED ENGINEERING

SERVICES FOR STRUCTURAL BUILDING COMPONENTS. THESE

COMPONENTS SHALL INCLUDE BUT NOT BE LIMITED TO THE

FOLLOWING:

A. PRE-ENGINEERED METAL BUILDING

B. STRUCTURAL STEEL

C. STRUCTURAL STEEL CONNECTIONS NOT DETAILED

ON THESE DRAWINGS

D. STEEL DECK

E. PRE-FABRICATED CANOPY AND AWNING STRUCTURES,

DECORATIVE BRACKETS, AND OTHER ARCHITECTURAL

COMPONENTS

F. ANCHORAGE OF EQUIPMENT

G. STEEL STAIR FRAMING, RAILINGS, AND CONNECTIONS

H. STEEL RAMPS, RAILINGS, AND CONNECTIONS

I. LIGHT GAGE FRAMING

J. SUSPENDED STEEL CATWALK OR PLATFORM

3. THE DELEGATE ENGINEER FOR EACH COMPONENT SHALL BE A

REGISTERED PROFESSIONAL ENGINEER CURRENT AND IN GOOD

STANDING WITH THE STATE OF OHIO WITH A MINIMUM OF FIVE (5)

YEARS OF EXPERIENCE IN DESIGN FOR EACH SPECIFIC COMPONENT.

4. THE DELEGATE ENGINEER SHALL BE THE ENGINEER OF RECORD FOR

THE AFOREMENTIONED COMPONENTS AND SHALL SUBMIT SIGNED

AND SEALED CALCULATIONS AND DRAWINGS FOR REVIEW BY THE

STRUCTURAL ENGINEER.

6. CALCULATIONS AND DRAWINGS SUBMITTED BY THE DELEGATE

ENGINEER FOR REVIEW BY THE ENGINEER SHALL INCLUDE CLEARLY

DEFINED DESIGN CRITERIA, DESIGN PROCEDURES, STRUCTURAL

LOADS, CODE COMPLIANCE, BASIS OF DESIGN NARRATIVE REQUIRED

DETAILS, AND LAYOUTS.

7. THE DELEGATE ENGINEER SHALL ALSO BE RESPONSIBLE FOR

GENERATING ERECTION DRAWINGS AND FABRICATION PROCEDURES

FOR THE DELEGATED ENGINEERED COMPONENTS.

8. REVIEW OF CALCULATIONS AND DRAWINGS SUBMITTED BY THE

DELEGATE ENGINEER TO THE STRUCTURAL ENGINEER SHALL BE

LIMITED TO THE VERIFICATION THAT THE DELEGATE ENGINEER HAS

UTILIZED THE DESIGN CRITERIA SPECIFIED AND HAS UNDERSTOOD

THE INTENT OF THE DESIGN. THE STRUCTURAL ENGINEER WILL NOT

MAKE A DETAILED CHECK OF THE CALCULATIONS AND DESIGN

PROCESSES UTILIZED BY THE DELEGATE ENGINEER. THE DELEGATE

ENGINEER SHALL BE RESPONSIBLE FOR THE STRUCTURAL INTEGRITY

OF THE DELEGATED COMPONENTS.

MISCELLANEOUS

1. CONTRACTOR SHALL SUPPLY ALL ITEMS FOR ATTACHING MECHANICAL

AND ELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE TO

RESIST ALL LOADS INCLUDING WIND FORCES. ATTACHMENT SHALL BE

MADE SO AS NOT TO OVERSTRESS STRUCTURAL MEMBERS.

COORDINATE THE ATTACHMENTS AND LOCATIONS OF THE EQUIPMENT

WITH THE STRUCTURAL SHOP DRAWINGS. REFER TO THE

MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

2. SUBSTITUTION OF EXPANSION ANCHORS FOR ADHESIVE ANCHORS OR

EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BE

PERMITTED UNLESS APPROVED BY THE STRUCTURAL ENGINEER IN

ADVANCE.

3. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SERVICES AS

PART OF THE CONSTRUCTION SCOPE OF WORK:

A. VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, OPENING

SIZES, MECHANICAL EQUIPMENT WEIGHTS PRIOR TO

STARTING WORK.

B. REMOVE ALL ABANDONED, UTILITIES, PIPELINES, ETC.

C. REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO

SUBMITTAL, NOTING CHANGES MADE WHICH DO NOT COMPLY

WITH DESIGN DRAWINGS.

D. PROVIDE TEMPORARY BRACING AND SHORING TO PREVENT

EXCESSIVE DEFLECTIONS AND DAMAGE DURING

CONSTRUCTION. DESIGN OF TEMPORARY BRACING AND

SHORING SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

E. SUPPORT OF CEILING SYSTEMS, FOLDING PARTITIONS, TOILET

PARTITIONS, COUNTERS, MISCELLANEOUS EQUIPMENT, AND

WINDOW SYSTEMS AS DEFINED IN THE ARCHITECTURAL

PLANS.

STRUCTURAL GENERAL NOTES CONT

STRUCTURAL STEEL FRAMING

1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE

BUILDING CODE AND AISC SPECIFICATIONS.

2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNO

ON THE DWGS:

TYPE ASTM GRADE

WIDE-FLANGE TYPE SHAPES (W, S & M) A992 50

ANGLES, CHANNELS AND PLATES A36 -----

PIPE A53 B TYPE E

STRUCTURAL TUBING A500 B

ANCHOR BOLTS F1554 55

STRUCT BOLTS F3125 A325N

ERECTION BOLTS A307 -----

3. ALL CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE

CALCULATIONS SHALL BE SUBMITTED BEARING THE SEAL OF AN

ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS

LOCATED.

A. BEAM SHEAR CONNECTIONS SHALL BE STANDARD AISC

CONNECTIONS, AND SHALL BE DESIGNED PER SCHED. FOR

BEAM SHEAR REACTIONS NOT PROVIDED, DETERMINE SHEAR AT

BEAM ENDS IN ACCORDANCE WITH THE STEEL CONSTRUCTION

MANUAL MAXIMUM TOTAL UNIFORM LOAD TABLES. DESIGN

SHALL BE BASED ON BEARING TYPE BOLTED CONNECTIONS

WITH BOLTS "SNUG TIGHT" PER AISC. WELDED TYPE

CONNECTIONS SHALL BE APPROVED FOR USE PRIOR TO

SUBMITTAL OF SHOP DWGS.

B. ALL MOMENT CONNECTIONS ON THE DWGS SHALL

DEVELOP THE FULL MOMENT CAPACITY OF THE CONNECTED

MEMBERS. MOMENT CONNECTIONS SHALL BE WELDED TYPE.

BOLTED MOMENT CONNECTIONS USING FRICTION TYPE

PRETENSIONED BOLTS SHALL BE APPROVED FOR USE PRIOR

TO SUBMITTAL OF SHOP DWGS. DIRECT TENSION

INDICATOR (DTI) WASHERS SHALL BE USED TO ENSURE

PROPER TENSIONING.

C. ALL BOLTED CONNECTIONS, REQUIRING PRETENSIONED

BOLTS, WILL BE INDICATED AS USING DIRECT TENSION

INDICATOR (DTI) WASHERS TO ENSURE PROPER TENSIONING.

D. ALL WELDING SHALL BE IN ACCORDANCE WITH LATEST AWS

D1.1. AND USE E70XX ELECTRODES. ALL WELD SHALL BE

TOUCHED UP WITH ZINC-RICH PROTECTIVE PAINT FOR

CORROSION RESISTANCE.

E. ALL FIELD WELDING EXPOSED TO WEATHER SHALL BE

PROTECTED WITH GALVANIZING PAINT TO ENSURE THE SHOP-

GALVANIZING COMPONENTS AND FIELD WELDING HAVE THE

CORROSION PROTECTION FOR THE OVERALL STRUCTURE.

REQUIRED STRUCTURAL INSPECTIONS

1. SPECIAL INSPECTIONS INCLUDE INSPECTION (WORK REQUIRING

OBSERVATION AND ENGINEERING JUDGEMENT) AND TESTING (WORK

ANALYZING MATERIALS IN ACCORDANCE WITH APPROVED

STANDARDS). OWNER TO PROVIDE SPECIAL INSPECTOR.

2. SPECIAL INSPECTIONS SHALL MEET THE MINIMUM REQUIREMENTS OF

IBC CHAPTER 17 AND THE APPROVED DRAWINGS AND SPECIFICATIONS.

SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER AND NOT

THE CONTRACTOR.

3. SPECIAL INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR OF

RESPONSIBILITY TO COMPLETE THE WORK IN ACCORDANCE WITH THE

APPROVED DRAWINGS AND SPECIFICATIONS.

4. SPECIAL INSPECTOR SHALL REPORT FINDINGS TO THE ENGINEER.

5. CONTRACTOR SHALL NOTIFY THE INSPECTOR 5 DAYS IN ADVANCE OF

ALL INSPECTIONS.

SOIL PREPARATION AND FOUNDATIONS

1. THE FOUNDATION SYSTEM HAS BEEN DESIGNED IN ACCORDANCE

WITH RECOMMENDATIONS AND PROCEDURES DIRECTED BY THE

GEOTECHNICAL REPORT PREPARED BY: RESOURCE INTERNATIONAL

REPORT NO. N-19-020

DATED: FEBRUARY 2020

2. SOIL, DEWATERING, AND SITE PREPARATION SHALL BE IN

ACCORDANCE WITH THE AFOREMENTIONED REPORT.

3. SOIL SUPPORTED FOUNDATIONS:

DESIGN NET ALLOWABLE BEARING PRESSURE NOTED ON

REPORT IS 3,000 PSF FOR FOUNDATIONS BEARING ON

UNDISTURBED SOIL OR APPROVED ENGINEERED FILL MATERIAL.

BEARING MATERIALS SHALL BE VERIFIED BY A LICENSED SOIL

ENGINEER.

4. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING

CONCRETE.

5. REMOVE EXISTING TOP SOIL, FILL, PAVEMENT OR FOUNDATIONS

FROM THE BUILDING AREA.

6. REFER TO GEOTECHNICAL REPORT FOR SOIL BACKFILL

REQUIREMENTS.

7. DO NOT BACKFILL FOUNDATION WALLS UNTIL THE RESTRAINING

SLABS OR ADEQUATE BRACING ARE IN PLACE. ALL BACKFILL SHALL

BE PLACED AND COMPACTED IN ACCORDANCE WITH THE

SPECIFICATION.

8. EXTERIOR SLABS SHALL SLOPE AWAY FROM THE STRUCTURE. REFER

TO ARCH FOR SLOPE REQUIREMENTS.

9. GC TO TAKE PROPER PRECAUTION IN PROTECTION OF FOUNDATION

AFTER PREPARATION FROM EROSION OF GROUND AND TRAFFIC.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PROVISION,

MAINTENANCE, AND REMOVAL OF ALL EXCAVATION BRACING

SYSTEMS AND REMOVAL AND DISPOSAL OF UNSUITABLE

EXCAVATION MATERIAL AS REQUIRED FOR CONSTRUCTION IN

ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL

LAWS / REGULATIONS / CODES.

12. FOOTINGS SHOULD BE CONSTRUCTED IN A DRY FASHION. FOOTING

EXCAVATIONS SHOULD BE COVERED DURING RAIN EVENTS.

UNCOVERED EXCAVATIONS MAY BECOME OVERSATURATED AND

DIFFICULT TO COMPACT DURING RAIN EVENTS. SURFACE RUN-OFF

WATER SHOULD BE DRAINED AWAY FROM THE EXCAVATIONS AND

NOT ALLOWED TO POND. IT IS IMPORTANT THAT THE STRUCTURAL

ELEMENTS BE CENTERED ON THE FOOTINGS SUCH THAT THE LOAD

IS TRANSFERRED EVENLY UNLESS THE FOOTINGS ARE

PROPORTIONED FOR ECCENTRIC LOADS.

CAST-IN-PLACE CONCRETE

1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

FOLLOWING CODES AND STANDARDS (LATEST EDITIONS):

A. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE."

B. CRSI "MANUAL OF STANDARD PRACTICE".

2. CONCRETE SHALL BE NORMAL WEIGHT UNLESS OTHERWISE NOTED

AND SHALL CONFORM TO ASTM C-94 IN ADDITION TO THE FOLLOWING:

A. PORTLAND CEMENT SHALL MEET ASTM C-150 TYPEI/II.

B1. AGGREGATES FOR SLAB ON GRADE SHALL MEET ASTM C-33

(1" MAX).

B2. AGGREGATES ELSEWHERE SHALL MEET ASTM C-33 (3/4" MAX).

C. AIR ENTRAINING AGENT SHALL MEET ASTM C-260.

D. WATER REDUCING AGENT SHALL MEET ASTM C-494.

E. CALCIUM CHLORIDE SHALL NOT BE USED IN THE MIX.

F. CURING COMPOUND SHALL MEET ASTM C309 TYPE 1 UNO.

3. CONCRETE SHALL HAVE THE MINIMUM ULTIMATE COMPRESSIVE

STRENGTH AT 28 DAYS AS INDICATED BELOW. MIX DESIGNS SHALL BE

APPROVED BY THE ENGINEER BEFORE USE.

COMPONENT FC 28-DAY STRENGTH

SLAB ON GRADE 4,000 PSI

FOUNDATIONS 4,000 PSI

4. FLY ASH, SUBSTITUTING FOR CEMENT, SHALL NOT EXCEED 25% BY

WEIGHT.

5. FOR MASS CONCRETE PLACEMENT AS DEFINED BY ACI 207 FLY ASH,

SUBSTITUTING FOR CEMENT, SHALL NOT EXCEED 30% BY WEIGHT.

6. REINF BARS USED IN CONCRETE SHALL BE GRADE 60 KSI DEFORMED

BAR CONFORMING TO ASTM SPECIFICATION A-615. REINFORCEMENT

SHALL BE RUST,OIL, AND SCALE FREE AND SHALL BE PLACED AND

BENT IN ACCORDANCE WITH THE REFERENCED STANDARDS

INDICATED IN NOTE 1 OF THIS SECTION. SHOP DWGS FOR

REINFORCEMENT LAYOUT, DETAILING, AND PLACING SHALL BE

APPROVED BY THE STRUCT ENGINEER PRIOR TO FABRICATION, SITE

DELIVERY, AND INSTALLATION.

7. WELDED WIRE REINFORCING TO BE USED FOR CONCRETE

REINFORCEMENT WHERE INDICATED SHALL CONFORM TO ASTM

A-1064 AND SHALL BE FURNISHED IN FLAT SHEETS (RATHER THAN

ROLLS). REINFORCING SHALL BE SUPPORTED ON CHAIRS TO MAINTAIN

THE PROPER LOCATION WITHIN THE CONCRETE AND SHALL BE

PLACED IN ACCORDANCE WITH THE REFERENCED STANDARDS

INDICATED IN NOTE 1 OF THIS SECTION. MINIMUM LAP SHALL BE TWO

PANELS.

8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI STANDARDS

AND SPECIFICATIONS. THE CONTRACTOR SHALL BEGIN CONCRETE

CURING IMMEDIATELY AFTER FINISHING OPERATIONS ARE

COMPLETED.

9. CONCRETE ADMIXTURES SHALL BE UTILIZED ONLY WITH PRIOR

APPROVAL FROM THE STRUCT ENGINEER.

10. CONCRETE ADDITIVES SHALL BE COORDINATED BY THE CONTRACTOR

TO ENSURE COMPATIBILITY WITH FLOOR COVERINGS, EXPOSED,

POLISHED, AND STAINED FINISHES AS SPECIFIED BY THE ARCH.

11. CONCRETE TESTING SHALL BE REQUIRED FOR CIP CONCRETE

ELEMENTS AND SHALL BE PERFORMED BY A QUALIFIED, INDEPENDENT

TESTING LAB. MINIMUM TESTING SHALL BE FOR SLUMP IN

ACCORDANCE WITH ASTM C143 AND FOR COMPRESSIVE STRENGTH IN

ACCORDANCE WITH ASTM C39.

12. COMPRESSIVE STRENGTH TESTING SHALL BE CONDUCTED FOR EACH

CLASS, FOR EVERY FIFTY CUBIC YARDS OF CONCRETE PLACED PER

DAY. PLACEMENTS LESS THAN FIFTY CUBIC YARDS SHALL ALSO BE

TESTED PER DAY FOR EACH CLASS. A MINIMUM OF FOUR LAB-CURED

AND SIX FIELD-CURED CYLINDERS SHALL BE COLLECTED. TWO

CYLINDERS SHALL BE KEPT IN RESERVE AND TESTED, IF NECESSARY,

WITH PRIOR APPROVAL FROM THE STRUCT ENGINEER.

13. MIX DESIGN SUBMITTALS SHALL BE SENT TO THE STRUCT ENGINEER

FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT AND

SHALL BE UNIQUELY IDENTIFIED WITH MIX NUMBER AND EXACT

LOCATION WHERE MIX WILL BE PLACED ON THE STRUCTURE.

SUBMITTALS SHALL INCLUDE DATA FROM RECENT FIELD AND LAB

CYLINDER TESTS AND STATISTICAL, TESTED BACK-UP DATA PER ACI

318.

14. CONCRETE TICKETS FOR CONCRETE MIXES DELIVERED TO THE SITE

SHALL IDENTIFY THE EXACT TIME THAT THE MIX IS BATCHED.

CONCRETE PLACEMENT SHALL OCCUR, DEPENDING ON AMBIENT

TEMPERATURE, WITHIN ONE AND A HALF HOURS FROM THE TIME THE

PROPORTIONED MIXING WATER IS…

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