A.03.09_W912DR21B0011_BARC Renovation of B434 Revised RTA Dwg Set 05.04.2021_AE102.pdf

PDF 46 MB Posted May 7, 2021

Attached to: Renovation of Building 434, U. S. Department of Agriculture (USDA), Beltsville Agricultural Research Center (BARC)
Solicitation number: W912DR21B0011
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for renovation and addition work at the Beltsville Agricultural Research Center in Beltsville, Maryland. The project consists of renovating an existing building and adding two new wings totaling 6,875 square feet to serve as a poultry quarantine facility. Renovation work includes creating office space, restrooms, and mechanical areas in the existing building. The site work will construct a temporary access road, improve an existing ring road, add parking spaces and concrete slabs, and complete grading, erosion control, and landscaping. The solicitation is full and open competition under NAICS code 236220 with a value between $1,000,000 and $5,000,000. The period of performance is 350 calendar days from notice to proceed. Bids are due by April 21, 2021 and the contracting agency is the Department of the Army Corps of Engineers Baltimore District.

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Other files

File	Type	Posted
C.04.01_W912DR21B0011 - Final Abstract of Bids_06.16.2021.pdf	PDF	Jun 16, 2021
C.04.01_Bid Opening Sign-In Sheet_06.11.2021.pdf	PDF	Jun 16, 2021
A.03.09_W912DR21B0011_BARC Renovation of B434 Revised RTA Dwg Set_06.07.2021_Remove A-004.pdf	PDF	Jun 7, 2021
B.08.03_W912DR20B0011_Amendment 3_Solicitation.pdf	PDF	Jun 7, 2021
A.03.09_W912DR21B0011_BARC Renovation of B434 Revised RTA Dwg Set_06.02.2021_AF601_CS501.pdf	PDF	Jun 3, 2021
B.08.03_W912DR20B0011_Amendment 2_Solicitation.pdf	PDF	Jun 3, 2021
B.08.03_W912DR20B0011_Amendment 1_Solicitation.pdf	PDF	May 7, 2021
A.02.11_Revised Specification Section 01 45 35.pdf	PDF	May 7, 2021
434 Site visit Attendee List.pdf	PDF	Apr 26, 2021
SF LLL.pdf	PDF	Apr 9, 2021
W912DR21B0011_BARC Renovation of Building 434 specs 4-7-2021.pdf	PDF	Apr 9, 2021
EFT UFC Form 23.pdf	PDF	Apr 9, 2021
W912DR21B0011_JA_USDA BARC Bldg 434_beta.SAM.gov version_Redacted.pdf	PDF	Apr 9, 2021
W912DR20B0011_Solicitation.pdf	PDF	Apr 9, 2021
W912DR21B0011_BARC Renovation of Building 434 RTA Dwg Set 2-23-2021.pdf	PDF	Apr 9, 2021

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FT MEADE

ILSONLLEWELLYN AV

AVE

STROBERTS

REECE

ROCKENBACH

MAPES

CLARK

WASHINGTON

D.C.

BALTIMORE

495p l l

50o 495p l564

EXIT

FORT MEADE-

ODENTON

l295JESSUP RD l198

SAVAGE RD

95p l175

SAVAGE RD

EXIT

MEADE

FORT

70p 695p

100l

175l

PROJECT

LOCATION

PROJECT

LOCATION

POWDER MILL ROAD

BEAVER DAM ROAD

PRIVATE

PROPERTY

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

K D

G-001

C O

S H

G R

C H

R E

H O

R E, M

U S

T, B

M O

R E

G D

Y D

N B

C H

F-

-2

N U

BALTIMORE DISTRICT

RENOVATE BUILDING 434

FEB 2021

THIS PROJECT WAS DESIGNED BY BALTIMORE DISTRICT OF THE

U.S. ARMY CORPS OF ENGINEERS. INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT

AS REQUIRED BY ER 1110-1-1852.

SUBMITTED:

CHIEF, MILITARY DESIGN BRANCH:

RECOMMENDED:

CHIEF, GEOTECHNICAL BRANCH:

RECOMMENDED:

CHIEF, ENGINEERING DIVISION:

GERALD PLACEK

CHUCK FREY

MARY FOUTZ

NTS

VICINITY MAP

NTS

LOCATION MAP

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-002

D R

G R

C H

R E

H O

R E, M

U S

T, B

M O

R E

G D

Y D

N B

C H

F-

-2

N U

DRAWING INDEX

FIRE PROTECTION

FA001 FIRE ALARM GENERAL NOTES & LEGEND

FA101 FIRE ALARM FIRST FLOOR PLAN

FA102 FIRE ALARM SECOND FLOOR PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM RISER DIAGRAM

FA602 FIRE ALARM MATRIX

PLUMBING

P-001 PLUMBING NOTES AND LEGEND

P-101 DOMESTIC WATER

P-102 DRAIN, WASTE & VENT

P-501 DETAILS

P-601 SCHEDULES & ISOMETRIC

MECHANICAL

M-001 MECHANICAL NOTES & LEGEND

M-101 PLAN - HVAC

M-401 SECTIONS & ISOMETRICS

M-501 DETAILS

M-601 SCHEDULES

M-801 HVAC CONTROLS

M-802 HVAC CONTROLS

M-803 HVAC CONTROLS

ELECTRICAL

E-001 ELECTRICAL - LEGEND - LIGHTING AND POWER

ED101 DEMOLITION FLOOR PLAN

ES101 ELECTRICAL - SITE - DEMOLITION PLAN

ES102 ELECTRICAL SITE PLAN

ES501 ELECTRICAL - SITE - DETAILS

ES502 ELECTRICAL - SITE - DETAILS

ES503 ELECTRICAL - SITE - DETAILS

EG101 ELECTRICAL - GROUNDING PLAN/LIGHTNING PROTECTION PLAN

EG501 ELECTRICAL - LIGHTNING PROTECTION & GROUNDING DETAILS

EL101 ELECTRICAL - LIGHTING PLAN

EL102 ELECTRICAL - LIGHTING PLAN - ATTIC

EL601 ELECTRICAL- LIGHT FIXTURE SCHEDULE

EP101 ELECTRICAL - POWER FLOOR PLAN

EP102 ELECTRICAL - POWER FLOOR PLAN - ATTIC

EP601 ELECTRICAL - POWER - ONE LINE DIAGRAM

EP602 ELECTRICAL POWER - PANEL SCHEDULE

EP603 ELECTRICAL POWER - PANEL SCHEDULE

EP604 ELECTRICAL POWER - HVAC CONNECTION SCHEDULE

LP502 LANDSCAPE NOTES AND DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES, LEGEND, SYMBOLS, ABBREVIATIONS

S-003 LOADING DIAGRAMS

S-004 TYPICAL CONCRETE DETAILS

S-005 TYPICAL CONCRETE DETAILS

S-006 TYPICAL CONCRETE DETAILS

S-007 TYPICAL LIGHT GAUGE DETAILS

S-008 TYPICAL LIGHT GAUGE DETAILS

S-009 TYPICAL LIGHT GAUGE DETAILS

S-010 TYPICAL LIGHT GAUGE DETAILS

S-011 TYPICAL STEEL DETAILS

SB101 OVERALL FOUNDATION PLAN

SB201 FOUNDATION SECTIONS AND DETAILS

SB202 FOUNDATION SECTIONS AND DETAILS

SB203 FOUNDATION SECTIONS AND DETAILS

SB301 MASONRY DETAILS

SF101 OVERALL FRAMING PLAN

SF201 ROOF FRAMING SECTIONS AND DETAILS

SF202 FRAMING SECTIONS AND DETAILS

SF203 ROOF FRAMING SECTIONS AND DETAILS

SF204 ROOF FRAMING SECTIONS AND DETAILS

SF501 SHEAR WALL SCHEDULE & DETAILS

ARCHITECTURE

A-001 ABBREVIATIONS & PROJECT INFORMATION

A-002 GENERAL DETAILS

A-003 LIFE SAFETY PLAN

A-004 AIR BARRIER DIAGRAMS

AD101 DEMOLITION - EXISTING FLOOR PLAN

AD201 DEMOLITION - EXISTING ELEVATIONS

AE101 FLOOR PLAN - OVERALL FIRST FLOOR

AE102 FLOOR PLAN - OVERALL SECOND FLOOR

AE103 REFLECTED CEILING PLAN

AE104 ROOF PLAN

AE201 ELEVATIONS - EXTERIOR BUILDING

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE303 WALL SECTIONS

AE304 WALL SECTIONS - POULTRY ADDITIONS

AE401 ENLARGED FLOOR PLANS

AE402 ENLARGED FLOOR PLAN - CLEAN / DIRTY

AE403 ENLARGED FLOOR PLAN - SHOWER / TOILET ROOM

AE501 ROOF DETAILS

AE502 ROOF DETAILS

AE503 CASEWORK DETAILS

AE601 PARTITION TYPES

AE602 DOOR SCHEDULE

AE603 DOOR DETAILS

AE604 WINDOW SCHEDULE

AF601 INTERIOR FINISH SCHEDULE

AF602 COLOR SCHEDULE

GENERAL INFORMATION

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 ABBREVIATIONS, LEGENDS, AND SYMBOLS

SURVEY/MAPPING

VF001 SURVEY DATA, LEGEND AND TIE-DOWNS

VF101 SURVEY PLAN

VF102 SURVEY PLAN

GEOTECHNICAL

B-100 BORING LOCATION PLAN - OVERALL

B-101 BORING LOCATION PLAN - SOUTH

B-102 BORING LOCATION PLAN - NORTH

B-300 SUBSURFACE EXPLORATION NOTES & BORING LOGS

B-301 SUBSURFACE EXPLORATION BORING LOGS

B-302 SUBSURFACE EXPLORATION BORING LOGS

B-303 SUBSURFACE EXPLORATION BORING LOGS

B-501 PAVEMENT SECTIONS AND TRANSITION DETAILS

B-502 SUBGRADE STABILIZATION DETAILS

B-503 CONCRETE PAVEMENT JOINT PLAN

B-504 JOINT SEALANT DETAILS

CIVIL

CE101 EROSION AND SEDIMENT CONTROL PLAN PHASE I

CE102 EROSION AND SEDIMENT CONTROL PLAN PHASE II

CE103 EROSION AND SEDIMENT CONTROL PLAN PHASE II

CE104 EROSION AND SEDIMENT CONTROL PLAN PHASE III

CE501 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CE502 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CE503 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CE504 EROSION AND SEDIMENT CONTROL DETAILS

CE505 EROSION AND SEDIMENT CONTROL DETAILS

CE506 EROSION AND SEDIMENT CONTROL DETAILS

CD101 DEMOLITION PLAN

CG101 GRADING PLAN

CG102 STORMWATER MANAGEMENT PLAN

CS101 SITE LAYOUT PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CU101 UTIILITY PLAN

CU102 UTILITY PLAN

CU201 STORM DRAIN PROFILES

CU202 SANITARY SEWER, FORCE MAIN AND WATER LINE PROFILES

CU203 WATER LINE PROFILES

CU301 STORMWATER MANAGEMENT SECTIONS

CU501 STORMWATER MANAGEMENT DETAILS

CU502 STORMWATER MANAGEMENT DETAILS

CU503 STORM DRAIN DETAILS

CU504 STORM DRAIN DETAILS

CU505 WATER LINE DETAILS

CU506 SANITARY SEWER DETAILS

LANDSCAPE

LP101 LANDSCAPE PLAN

LP102 LANDSCAPE PLAN ENLARGEMENTS

LP501 LANDSCAPE NOTES AND DETAILS

DRAWING ABBREVIATIONS

DRAWING SYMBOLS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED

/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REVISION

NUMBER

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

PLAN NORTH

A101

SIM

A101

1 Ref

R ef

1Ref

R ef

Name Elevation

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

Room name

DETAIL OR SECTION

IDENTIFICATION

NUMBER

SHEET ON WHICH

CONDITION IS SHOWN

A101

LIMIT OF

REVISION

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE

DISCIPLINE MODIFIER

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

SHEET SEQUENCE NUMBER WITHIN SERIES

SECOND CHARACTER =

DISCIPLINE MODIFIER:

A - ALARM

B - SUBSTRUCTURE

D - DEMOLITION

E - ELEMENTS

F - FINISHES

G - GRAPHICS

H - HVAC

I - INTERIORS

THIRD CHARACTER =

SHEET TYPE:

1 - PLANS

2 - ELEVATONS

3 - SECTIONS

4 - LARGE SCALE VIEWS

5 - DETAILS

6 - SCHEDULES

FIRST CHARACTER =

DISCIPLINE:

A - ARCHITECTURE

B - GEOTECHNICAL

C - CIVIL

D - PROCESS

E - ELECTRICAL

F - FIRE PROTECTION

G - GENERAL

H - HAZARDOUS MATERIALS

I - INTERIORS INTERIOR DESIGN

K - FOOD SERVICE

L - LANDSCAPING

M - MECHANICAL

P - PLUMBING

Q - EQUIPMENT

R - RESOURCE

S - STRUCTURAL

T - TELECOMMUNICATIONS

V - SITE / MAPPING

SHEET TYPE

BUILDING MATERIALS LEGEND

LEGEND AND SYMBOLS GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-003

N S, L

S, A

N D

G R

C H

R E

H O

R E, M

U S

T, B

M O

R E

G D

Y D

N B

C H

F-

-2

N U

34EARTH

BRICK

STEEL

CONCRETE MASONRY UNITS

CONCRETE

CRUSHED STONE

PLYWOOD

FINISH WOOD

ROUGH WOOD

ACOUSTICAL TILE COMPRESSIBLE FILLER

RIGID INSULATION

BATT INSULATION

PLASTER OR GWB

EARTH

BRICK

STEEL

CONCRETE MASONRY UNITS

CONCRETE

CRUSHED STONE

PLYWOOD

FINISH WOOD

ROUGH WOOD

ACOUSTICAL TILE COMPRESSIBLE FILLER

RIGID INSULATION

BATT INSULATION

PLASTER OR GWB

A. THE CONTRACTOR SHALL NOTIFY ALL LOCAL AGENCIES HAVING

JURISDICTION AND SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED

FOR THE DEMOLITION AND REMOVAL OF THE DEBRIS RESULTING FROM

THE DEMOLITION.

B. CONTRACTOR SHALL RETAIN, AT THEIR EXPENSE, A REGISTERED

PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE

PROJECT IS LOCATED, TO DETERMINE ALL CONSTRUCTION PHASE

SHORING REQUIREMENTS. CONTRACTOR SHALL SUBMIT TO THE

OWNER AND THE ENGINEER OF RECORD SIGNED AND SEALED

DRAWINGS OUTLINING OPERATIONAL SEQUENCES, SHORING

CONCEPTUAL PLANS, AND METHODS USED FOR THE PROTECTION OF

STRUCTURES TO REMAIN AND NEIGHBORING STRUCTURES IN

ACCORDANCE WITH EM 385-1-1 AND SPECIFICATION SECTION 02 41 00.

C. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION

AND STABILITY OF EXISTING AND NEW STRUCTURES DURING

CONSTRUCTION.

D. DO NOT BEGIN DEMOLITION OR DECONSTRUCTION UNTIL

AUTHORIZATION IS RECEIVED FROM THE CONTRACTING OFFICER.

E. BEFORE UNDERTAKING ANY DEMOLITION WORK OR ORDERING

MATERIAL, ASCERTAIN BY SURVEY THE EXISTING CONDITIONS OF THE

PROPERTIES AND BUILDINGS ADJOINING OR IN CLOSE PROXIMITY TO

THE PREMISES. THE ARCHITECT SHALL BE NOTIFIED OF ANY

DISCREPANCY.

F. PROVIDE AND MAINTAIN BRACING AND SHORING AS NEEDED. KEEP

SUPPORTING STRUCTURE IN PLACE DURING NEW CONSTRUCTION AND

UNTIL NEW STRUCTURE IS COMPLETED.

G. STORE AND PROTECT IN DESIGNATED AREAS SPECIFIED BY THE

CONTRACTING OFFICER ALL MATERIALS TO BE REMOVED AND REUSED

TO MAXIMIZE THE VALUE DERIVED FROM SALVAGED AND RECYCLED

MATERIALS.

H. IF SAFETY OR INTEGRITY OF THE STRUCTURAL SYSTEM APPEARS TO BE

COMPROMISED, CEASE OPERATIONS IMMEDIATELY AND NOTIFY THE

OWNER AND THE ENGINEER. PROPERLY BRACE AND SUPPORT

STRUCTURE BEFORE RESUMING OPERATIONS.

I. ANY DAMAGE OCCURRING TO THE EXISTING STRUCTURE, ADJACENT

STRUCTURES, STREETS, SIDEWALKS, UTILITY LINES, OR ANY OTHER

PUBLIC OR PRIVATE PROPERTIES SHALL BE REINSTALLED TO THE

ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST TO THE

OWNER OR THE ENGINEER

J. ALL OPENINGS IN EXISTING CONSTRUCTION SHALL BE SAW CUT OR

DRILLED. TAKE NECESSARY PRECAUTIONS DURING CUTTING AND

DRILLING OPERATIONS TO AVOID DAMAGE TO EXISTING ITEMS TO

REMAIN IN PLACE. REPAIR DAMAGED ITEMS AS APPROVED BY THE

CONTRACTING OFFICER

K. ALL EXISTING INFORMATION SHOWN IS REFERENCED FROM FIELD

MEASUREMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR

PRIOR TO THE ALTERATION, FABRICATION, OR INSTALLATION OF ANY

EXISTING OR NEW BUILDING COMPONENTS.

L. DO NOT DISTURB EXISTING CONSTRUCTION BEYOND THE EXTENT

NECESSARY FOR INSTALLATION OF NEW CONSTRUCTION.

M. DO NOT BEGIN EXCAVATION, FILLING, AND OTHER EARTH-MOVING

OPERATIONS WITHOUT ADEQUATE BRACING OR SHORING IN AREAS

ADJACENT TO EXISTING STRUCTURES.

N. DO NOT BEGIN EXCAVATION, FILLING, AND OTHER EARTH-MOVING

OPERATIONS THAT ARE SEQUENTIAL TO DEMOLITION WORK IN AREAS

TO BE DEMOLISHED UNTIL ALL DEMOLITION WORK IN THE AREA HAS

BEEN COMPLETED AND DEBRIS REMOVED.

DEMOLITION NOTES

US Army Corps of Engineers ®

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A. APPLICABLE CODES:

1. IBC 2018, INTERNATIONAL BUILDING CODE, 2018 EDITION

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

STRUCTURES

3. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE

4. ACI 530-16, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES

5. AISC 325-17, STEEL CONSTRUCTION MANUAL, 15TH EDITION

6. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS

7. AISI S100-16, NORTH AMERICAN SPECIFICATION FOR THE DESIGN

OF COLD-FORMED STEEL STRUCTURAL MEMBERS

8. AISI D100-17, COLD-FORMED STEEL DESIGN MANUAL

9. AWC NDS-18: NATIONAL DESIGN SPECIFICATION (NDS) FOR

WOOD CONSTRUCTION

10. AWS D1.1-15, AMERICAN WELDING SOCIETY STRUCTURAL

WELDING CODE

B. RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I

C. ROOF DEAD LOADS:

EAST ADDITION

DEAD LOAD . . . . . . . . . . . . . . . . . . . . . 15.0 PSF

COLLATERAL LOAD . . . . . . . . . . . . . . . . 8.5 PSF

WEST ADDITION

DEAD LOAD . . . . . . . . . . . . . . . . . . . . . . 15.0 PSF

COLLATERAL LOAD . . . . . . . . . . . . . . . . 8.5 PSF

D. DESIGN LIVE LOADS:

ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF

OFFICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF

POULTRY AREA . . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF

TOILET/SHOWER ROOMS . . . . . . . . . . . . . . . . . 75 PSF

OFFICE PARTITIONS . . . . . . . . . . . . . . . . . . . . . 15 PSF

MECHANICAL ROOM . . . . . . . . . . . . . . . . . . . . . . 150 PSF

STORAGE AREAS . . . . . . . . . . . . . . . . . . . . . . . . 125 PSF

PUBLIC AREAS, LOBBIES, ENTRIES . . . . . . . . 100 PSF

CORRIDORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF

STAIRS AND EXITS . . . . . . . . . . . . . . . . . . . . . . . 100 PSF

GRAIN STORAGE . . . . . . . . . . . . . . . . . . . . . . . . . 250 PSF

BOBCAT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5K AXLE LOAD

E. SNOW LOAD:

GROUND SNOW LOAD (Pg). . . . . . . . . . . . . . . . . 25 PSF FLAT ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . 12.6 PSF

SLOPED ROOF SNOW LOAD (Ps) . . . . . . . . . . . 12.6 PSF MINIMUM SNOW LOAD (Pm) . . . . . . . . . . . . . . . . 16 PSF

SNOW EXPOSURE FACTOR (Ce) . . . . . . . . . . . . 0.9 SNOW LOAD IMPORTANCE FACTOR (Is) . . . . . 0.8 THERMAL FACTOR (Ct) . . . . . . . . . . . . . . . . . . . . 1.0

SLOPE FACTOR (Cs) . . . . . . . . . . . . . . . . . . . . . . 1.0

FROST DEPTH . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 INCHES

(SEE S-003 FOR SNOW LOAD DIAGRAMS)

F. WIND LOAD:

BASIC DESIGN WIND VELOCITY . . . . . . . . . . . . 104 MPH

EXPOSURE CATEGORY . . . . . . . . . . . . . . . . . . C

DIRECTIONALITY FACTOR (Kd) . . . . . . . . . . . . . 0.85 TOPOGRAPHIC FACTOR (Kzt) . . . . . . . . . . . . . . 1.0

ENCLOSURE CLASSIFICATION:

A) ENCLOSED

MEAN ROOF HEIGHT (h) . . . . . . . . . . . . . . . . . . 13.3 FT VELOCITY PRESSURE AT h (qh) . . . . . . . . . . . . 20 PSF

ROOF AND WALL COMPONENTS AND CLADDING:

(SEE WIND LOAD DIAGRAMS ON S-003)

G. SEISMIC LOAD:

DESIGN METHOD: EQUIVALENT LATERAL FORCE PROCEDURE

SS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.133 S1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.043 SDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.141 SD1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.068 SEISMIC IMPORTANCE FACTOR (Ie) . . . . . . . . 1.00

SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D

SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . B

SEISMIC FORCE RESISTING SYSTEMS:

1. BLDG 434 - LIGHT FRAME WALLS W/ STEEL SHEETS (EW

DIRECTION

R = 6.5 Ω0 = 2.5 Cd = 4.0

2. BLDG 434 - STEEL ORDINARY MOMENT FRAMES (NS

DIRECTION)

R=3.5 Ω0 = 2.5 Cd = 3.0

SEISMIC BASE SHEARS:

1. BLDG 434

VE = 6.6 K

H. FUTURE LOADS: UNLESS SPECIFICALLY NOTED, THERE ARE NO

PROVISIONS FOR FUTURE FLOORS, ROOFS, OR OTHER LOADS.

A. THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE

SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN

ADDITION TO GENERAL NOTES.

B. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE, EXCEPT WHERE SPECIFICALLY SHOWN DO NOT

INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE

SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,

PROCEDURES, TECHNIQUES, AND SEQUENCE. ALL APPLICABLE

SAFETY REGULATIONS ARE TO BE FOLLOWED STRICTLY.

C. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY

AS A COMPLETED STRUCTURE. APPLICATION OF CONSTRUCTION LOADS

TO THE PARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY

THE CONTRACTOR AND INCLUDED IN THE DESIGN OF SHORING,

BRACING, FORMWORK, AND ANY OTHER SUPPORTING ELEMENTS

PROVIDED FOR CONSTRUCTION OF THE STRUCTURE. DURING

ERECTION AND UNTIL ALL PERMANENT CONNECTIONS ARE MADE, THE

CONTRACTOR MUST PROVIDE TEMPORARY BRACING FOR THE

STRUCTURE IN ALL DIRECTIONS. IN THE CASE OF A STEEL FRAME

STRUCTURE, THE FRAME SHALL BE CONSIDERED NON-SELF

SUPPORTING DURING CONSTRUCTION.

D. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL

DIMENSIONS AND GRADE CONDITIONS, BOTH NEW AND EXISTING, AND

REPORT ANY DISCREPANCIES TO THE COR PRIOR TO ORDERING

MATERIALS OR PROCEEDING WITH ANY PHASE OF THE WORK.

E. THE CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH

ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE

COR PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL

MEMBERS.

F. DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR

SHALL REQUEST FROM THE COR, NECESSARY DIMENSIONS NOT

SHOWN ON THE DRAWINGS.

G. PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE

DRAWINGS. THE GENERAL CONTRACTOR SHALL EXAMINE THE

ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS

FOR REQUIRED OPENINGS AS THEY SHALL BE PROVIDED WHETHER

SHOWN ON THE STRUCTURAL DRAWINGS OR NOT. THE GENERAL

CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL OPENINGS

WITH ALL SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

H. SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, FLOOR

SLOPES, AND LOCATIONS OF DEPRESSED FLOOR AREAS.

I. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR

ALL LIKE,SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY

REFERENCED ON THE DRAWINGS.

A. THE FOUNDATION DESIGN AND THE MAXIMUM ALLOWABLE SOIL

BEARING PRESSURE OF 2000 PSF ARE BASED ON THE GEOTECHNICAL

INVESTIGATION REPORT DATED JULY 2020.

B. THE SUBGRADE AND UNDERFLOOR FILL SHALL BE PREPARED TO

A POINT THAT EXTENDS 5'-0" MINIMUM BEYOND THE LIMITS OF THE

FOUNDATION. MINIMUM SUBGRADE PREPARATION REQUIREMENTS

SHALL BE PER SPECIFICATION SECTION 31 00 00.

C. PRIOR TO THE PLACEMENT OF FOUNDATIONS, THE CONTRACTOR'S

INDEPENDENT SOIL TESTING AGENCY SHALL INSPECT FOOTING

ELEVATIONS TO CONFIRM SUITABLE MATERIAL AND CONDUCT

DYNAMIC CONE PENETROMETER (DCP) TESTS TO VERIFY THAT THE

FOUNDATION SOILS PROVIDE THE REQUIRED MINIMUM BEARING

CAPACITY. DCP TESTS SHALL BE CONDUCTED AT A MINIMUM OF TWO

LOCATIONS WITHIN THE FOOTPRINT OF MAT FOUNDATIONS, ONE

LOCATION AT COLUMN FOOTINGS, AND EVERY 25 FEET ALONG

CONTINUOUS STRIP FOUNDATIONS, BEGINNING AT THE

FOUNDATION BEARING ELEVATION AND CONTINUING TO A MINIMUM

DEPTH OF 2 FEET. THE DCP TEST SHALL BE COMPLETED IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

WHERE COHESIVE SUBGRADE SOILS ARE ENCOUNTERED AT THE

BEARING ELEVATION, A STATIC CONE PENETROMETER IN LIEU OF DCP

SHALL BE USED TO VERIFY THE SPECIFIED MINIMUM ALLOWABLE

BEARING CAPACITY. IN THE EVENT THAT UNSUITABLE BEARING

MATERIALS ARE ENCOUNTERED, CONTACT THE COR. DO NOT OVER-

EXCAVATE WITHOUT EXPLICIT DIRECTION FROM THE CONTRACTING

OFFICER. WALLS RETAINING SOIL SHALL BE TEMPORARILY BRACED

DURING BACKFILLING AND UNTIL ALL SUPPORTING SOIL AND SLABS

ARE IN PLACE AND ARE AT DESIGN STRENGTH UNLESS NOTED

OTHERWISE ON PLANS AND DETAILS.

D. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW

FOUNDATIONS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.

THE CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS OF ALL SUCH

CONDITIONS PRIOR TO CONSTRUCTION.

E. IN ACCORDANCE WITH EARTHWORK SPECIFICATION, ALL STRUCTURAL

FILL PLACEMENT REQUIRED TO MEET FINAL GRADE WITHIN BUILDING

FOOTPRINT SHALL BE COMPLETED PRIOR TO BEGINNING

EXCAVATIONS FOR FOUNDATIONS. FOUNDATIONS SHALL BEAR IN

COMPACTED STRUCTURAL FILL OR SHALL BEAR A MINIMUM OF ONE

FOOT INTO VIRGIN SOILS.

DESIGN CRITERIA GENERAL NOTES

FOUNDATION NOTES

A. COLD FORMED TRUSSES SHALL CONFORM TO AISI COLD FORMED

STEEL DESIGN MANUAL USING STANDARD SHAPES AND LIGHT GAUGE

MANUFACTURERS ASSOCIATION (SSMA) NOMENCLATURE.

B. NO TRUSS MEMBER SHALL BE LESS THAN 20 GA THICKNESS MATERIAL.

C. A REGISTERED PROFESSIONAL ENGINEER SHALL PREPARE AND

PROVIDE SEALED DRAWINGS AND CALCULATIONS. SHOP DRAWINGS

SHALL INCLUDE ERECTION PLANS.

D. COLD-FORMED STEEL TRUSSES MUST BE GALVANIZED IN COMPLIANCE

WITH ASTM A653 G60 OR G90 AS SPECIFIED IN THE SPECIFICATION FOR

GRADE D (Fy=50 KSI) 54 MILS, 68 MILS, 98 MILS, AND FOR GRADE A (Fy=

33 KSI) 43 MILS AND THINNER.

E. ALL MEMBERS SPECIFIED ON THE DRAWINGS OR SPECIFICATIONS MAY

NOT BE SUBSTITUTED WITHOUT APPROVAL AND COMPLETE

STRUCTURAL DESIGN CALCULATIONS.

F. TRUSS MANUFACTURER SHALL PROVIDE A COMPLETED TRUSS

SYSTEM WITH PERMANENT BRACING, ANCHORAGE, AND ACCESSORIES

CAPABLE OF RESISTING ALL BUILDING CODE PRESCRIBED LOAD

COMBINATIONS INCLUDING WIND, SEISMIC, SNOW LOADS, AND LOADS

INDICATED IN CONTRACT DOCUMENTS.

G. LIGHT GAUGE TRUSSES VERTICAL DEFLECTIONS MUST NOT EXCEED

LIMITATIONS OF ICC IBC AND UFC.

H. FABRICATE COLD-FORMED STEEL TRUSSES AND ACCESSORIES

PLUMB, TRUE TO LINE WITH CONNECTIONS SECURELY FASTENED

ACCORDING TO AISI'S SPECIFICATIONS AND MANUFACTURER'S

WRITTEN INSTRUCTIONS.

I. FASTEN COLD-FORMED STEEL TRUSS MEMBERS BY WELDING, OR

SCREW FASTENINGS AS STANDARD WITH THE FABRICATOR.

J. WELDING MUST COMPLY WITH AWS D1.3 STRUCTURAL WELDING CODE.

WELDING MUST BE PERFORMED BY AWS-CERTIFIED WELDERS USING

70 KSI LOW HYDROGEN ELECTRODES. WELDS NEED TO HAVE

ADEQUATE SIZE TO ENSURE THE STRENGTH OF THE CONNECTION

USING 1/8" SIZE X 1" LONG MINIMUM. WELDS MUST BE COATED WITH

ZINC-RICH PAINT.

K. SCREWS SHALL BE ZINC-COATED, SELF-DRILLING WITH MINIMUM SIZES

OF #10-16 FOR 16 GAUGE MATERIAL AND THINNER, AND #12-14 FOR

MATERIAL THICKER THAN 16 GAUGE.

L. REINFORCE, STIFFEN AND BRACE TRUSSES TO WITHSTAND HANDLING,

DELIVERY, AND ERECTION STRESSES. LIFT FABRICATED TRUSSES TO

PREVENT DAMAGE OR PERMANENT DISTORTION. INSTALL, BRIDGE &

BRACE TRUSSES ACCORDING TO AISI'S CODED OF STANDARD

PRACTICE FOR COLD-FORMED STEEL STRUCTURAL FRAMING.

COLD FORMED LIGHT GAUGE TRUSSES

A. CONCRETE COMPRESSIVE STRENGTH IN 28 DAYS:

SITE WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4000 PSI, NORMAL WEIGHT

SLAB ON GRADE, FOOTINGS . . . . . . . . . . . . . . . 4000 PSI, NORMAL WEIGHT

SLAB ON GRADE SUBJECT TO VEHICLE

TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . . . . 5000 PSI, NORMAL WEIGHT

EXTERIOR PAVEMENTS . . . . . . . . . . . . . . . . . . . 5000 PSI, NORMAL WEIGHT

B. REINFORCING:

TYPICAL - ASTM A615, GRADE 60

REINFORCING TO BE WELDED - ASTM A706 (INCLUDES

DEFORMED BAR ANCHORS)

WELDED WIRE FABRIC - ASTM A185 (FLAT SHEETS ONLY)

C. GROUT UNDER BASE PLATES SHALL BE HIGH STRENGTH (5000 PSI),

NON-METALLIC, NON-SHRINK.

D. REFER TO THE DRAWINGS FOR REINFORCING LAP REQUIREMENTS.

WHERE LAP SPLICES ARE NOT SHOWN, LAP PER ACI 318 OR CRSI

STANDARDS.

E. LAP WELDED WIRE FABRIC SHEETS PER SPECIFICATION SECTION 03 00

F. CLEAR COVER FROM FACE OF CONCRETE:

CAST IN PLACE CONCRETE (MEASURE TO OUTERMOST

REINFORCING):

WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"

COLUMNS (EDGE OF TIES) . . . . . . . . . . . . . . . . . . . 1-1/2"

FOOTINGS, CAISSONS . . . . . . . . . . . . . . . . . . . . . . 3"

SLABS EXPOSED TO EARTH AND WEATHER . . . 1-1/2"

ELEVATED BEAMS (EDGE OF STIRRUPS) . . . . . . 1-1/2"

G. PROVIDE REINFORCING IN SLABS ON GRADE, 2" FROM TOP OF SLAB:

5" SLABS . . . . . . . . . . . . . . . . . . . . . . . . #4@16" O.C. E.W.

H. WHERE SCHEDULED BARS ARE NOT PRESENT, PROVIDE CONTINUOUS #

5 TOP AND BOTTOM BARS TO SUPPORT STIRRUPS AS REQUIRED FOR

THE LENGTH OF THE STIRRUP SPACING IN ALL BEAMS.

I. BAR SUPPORTS FOR CONCRETE EXPOSED TO VIEW SHALL HAVE

PLASTIC COATED LEGS OR BE HOT-DIP GALVANIZED AFTER

FABRICATION.

J. MECHANICAL AND ELECTRICAL CONDUIT SHALL BE PLACED BELOW

SLABS ON GRADE. CONDUIT IN ELEVATED SLABS AND SLABS ON METAL

DECK SHALL RUN UNDER TOP LAYER OF SLAB REINFORCING. PROVIDE A

MINIMUM OF 1-1/2" CLEAR BETWEEN CONDUITS AND BETWEEN

REINFORCING AND ADJACENT CONDUITS PARALLEL TO REINFORCING. IF

MAXIMUM SIZE OF CONDUIT EXCEEDS ONE THIRD OF THE SLAB DEPTH,

ADDITIONAL FRAMING OR REINFORCING MAY BE NECESSARY AT THE

ENGINEER'S DISCRETION.

K. HEADED SHEAR STUDS SHALL CONFORM TO THE REQUIREMENTS OF

ASTM A108, GRADES 1010, 1015, 1017, OR 1020. STUDS SHALL BE END

WELDED IN THE FIELD.

L. EMBED PLATES MUST BE SET IN THE FORM BEFORE POURING

CONCRETE, NOT PLACED INTO TOP OF WET CONCRETE. THE

CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER FOR

CORRECTIVE DETAILS FOR ANY EMBED PLATES LEFT OUT OF

CONCRETE POURS.

M. REBAR SHALL NOT BE HEATED WITH A TORCH IN THE FIELD.

CAST-IN-PLACE CONCRETE/REINFORCING STEEL

EPOXY & EPOXY GROUT

A. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, AND OTHER

EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE

WITH EPOXY OR EPOXY GROUT ONLY WHERE DETAILED ON THE

DRAWINGS OR WHERE APPROVED BY THE ENGINEER.

B. THE MANUFACTURER'S DATA FOR ALL EPOXY AND EPOXY GROUT SHALL

BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO

INSTALLATION. FOLLOW THE MANUFACTURER'S SPECIFICATIONS AND

DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL WARNING

LABELS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS.

C. ALL EPOXY AND EPOXY GROUT SHALL DEVELOP A MINIMUM

COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE STRENGTH OF

2,300 PSI.

D. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8"

GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING

INSTALLED.

E. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE

DRY PRIOR TO INSTALLATION OF EPOXY. HOLES SHALL BE FREE OF ALL

DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL.

F. THE CONTRACTOR PERFORMING EPOXY WORK SHALL BE APPROVED BY

THE MANUFACTURER FURNISHING THE EPOXY MATERIALS, AND SHALL

HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES

OF EPOXY-RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED

CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE

TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG

WITH THE PROPOSAL TO DO THE WORK.

A. ALL COLD FORMED LIGHT GAGE METAL FRAMING AND CONNECTIONS

SHALL BE DESIGNED BY THE SUPPLIER'S ENGINEER. AT THE

ARCHITECT'S OR ENGINEER'S REQUEST, CONTRACTOR SHALL SUBMIT

CALCULATIONS FOR ALL COLD FORMED METAL FRAMING USED TO

SUPPORT CEILINGS AND EXTERIOR CLADDING.

B. ALL MEMBERS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE

AMERICAN IRON AND STEEL INSTITUTE, "COLD FORMED STEEL DESIGN

MANUAL" (2017).

C. ALL MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI.

D. SUBMIT SHOP DRAWINGS FOR ALL COLD FORMED METAL FRAMING

USED TO SUPPORT CEILINGS AND EXTERIOR CLADDING. SHOP

DRAWINGS SHALL INDICATE PLACEMENT OF ALL FRAMING MEMBERS,

SHOWING TYPE, SIZE, GAGE, NUMBER, LOCATION, AND SPACING. THEY

SHALL ALSO INDICATE SUPPLEMENTAL STRAPPING, BRACING, SPLICES,

BRIDGING, ACCESSORIES, AND DETAILS REQUIRED FOR PROPER

INSTALLATION.

E. SHOP DRAWINGS SHALL SHOW THE SIZE AND LENGTH OF WELDS FOR

ALL WELDED CONNECTIONS AND TYPE, SIZE, AND NUMBER OF SCREWS

FOR ALL SCREWED CONNECTIONS. SUBMIT MANUFACTURER'S DATA

GIVING STRENGTH VALUES FOR SCREWS USED.

F. SHOP DRAWINGS SUBMITTED MUST BE PREPARED UNDER THE

SUPERVISION OF AND SEALED BY A REGISTERED PROFESSIONAL

ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

NON-LOAD BEARING COLD FORMED STEEL

A. PROVIDE ROOF DECK ATTACHMENT PATTERN PER SHEET NOTES AND

TYPICAL DETAILS, UNO.

B. ALL DECKING SHALL BE SUPPLIED IN LENGTHS SUFFICIENT TO PERMIT

THREE-SPAN SUPPORT CONDITIONS UNLESS SPECIFICALLY DETAILED

OTHERWISE.

C. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL

OPENINGS, SLEVES, INSERTS, ETC WITH THE SHOP DRAWINGS OF THE

EQUIPMENT TO BE INSTALLED. SEE ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL DRAWINGS FOR ALL OTHER PRINCIPAL OPENINGS IN ROOF

DECK.

D. DECK ACCESSORIES SUCH AS ADJUSTING PLATE AND END CLOSURE

PLATE MUST CONFORM WITH MANUFACTURER'S STANDARD

ACCESSORIES OF SAME MATERIAL & CONFIGURATION AS DECK.

E. REPLACE AND/OR REPAIR DECK DAMAGE IN ACCORDANCE WITH DECK

MANUFACTURER AND THE SPECIFICATIONS. REPLACE DECK FASTENING

DAMAGES.

F. PROVIDE ROOF DECK IN ACCORDANCE WITH THE FOLLOWING:

DEPTH . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1/2"

SHEET WIDTH . . . . . . . . . . . . . . . . . . . 36" (30" MIN)

MINIMUM GAUGE . . . . . . . . . . . . . . . . 22 GA

WIDE-RIB TYPE . . . . . . . . . . . . . . . . . . . B

FINISH . . . . . . . . . . . . . . . . . . . . . . . . . . . GALVANIZED PER

ASTM A653, G90

MINIMUM SECTION MODULUS . . . . . . Sp = 0.186 in3, Sn = 0.192in3

MINIMUM MOMENT OF INERTIA, Ip . . . 0.107 in4

STEEL DECK

A. COLD FORMED METAL FRAMING SHALL BE DESIGNED, FABRICATED, AND

ERECTED IN ACORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE

"COLD FORMED STEEL DESIGN M ANUAL" (2017).

B. NON-LOAD BEARING COLD FORMED LIGHT GAGE METAL FRAMING AND

CONNECTIONS SHALL BE DESIGNED BY THE SUPPLIER'S ENGINEER. AT

THE ARCHITECT'S OR ENGINEER'S REQUEST, CONTRACTOR SHALL

SUBMIT CALCULATIONS USED TO SUPPORT CEILINGS.

C. ALL MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI UNO.

D. SUBMIT SHOP DRAWINGS FOR ALL COLD FORMED METAL FRAMING

USED TO SUPPORT CEILINGS AND EXTERIOR CLADDING. SHOP

DRAWINGS SHALL INDICATE PLACEMENT OF ALL FRAMING MEMBERS,

SHOWING TYPE, SIZE, GAGE, NUMBER, LOCATION, AND SPACING. THEY

SHALL ALSO INDICATE SUPPLEMENTAL STRAPPING, BRACING, SPLICES,

BRIDGING, ACCESSORIES, AND DETAILS REQUIRED FOR PROPER

INSTALLATION.

E. SHOP DRAWINGS SHALL SHOW THE SIZE AND LENGTH OF WELDS FOR

ALL WELDED CONNECTIONS AND TYPE, SIZE, AND NUMBER OF SCREWS

FOR ALL SCREWED CONNECTIONS. SUBMIT MANUFACTURER'S DATA

GIVING STRENGTH VALUES FOR SCREWS USED.

F. SHOP DRAWINGS SUBMITTED MUST BE PREPARED UNDER THE

SUPERVISION OF AND SEALED BY A REGISTERED PROFESSIONAL

ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

G. COMPLETE, UNIFORM, AND LEVEL BEARING SUPPORT SHALL BE

PROVIDED FOR THE TOP AND BOTTOM TRACKS OF STUD WALLS, OR

FULL SIZE SHIMS SHALL BE INSTALLED TO PROVIDE SUCH BEARING.

H. STUDS SHALL BE INSTALLED WITH THEIR BEARING ENDS POSITIONED

FLUSH AGAINST THE INSIDE TRACK WEB.

I. FULL-HEIGHT DOUBLE STUDS SHALL BE PROVIDED AT THE ENDS OF

PARTITIONS, AT WALL OPENINGS, BENEATH TRUSSES, AND AT OTHER

LOCATIONS INDICATED IN THE STRUCTURAL DRAWINGS. ATTACH THE

FLANGES OF DOUBLE STUDS TOGETHER PER DETAIL 5/S-010, UNO.

J. ANCHOR STUD TRACKS TO CONCRETE WITH LOW-VELOCITY POWDER

ACTUATED FASTENERS PER ICC ES ESR-2269 WITH A MINIMUM SHANK

DIAMETER OF 0.157", AND A MINIMUM PENETRATION OF 1-1/4", UNO.

LOCATE ANCHORS AT 3" FROM THE ENDS OF PARTITIONS , AND AT 12"

(MAX) UNO. SEE TYPICAL DETAILS AND SHEAR WALL SCHEDULE FOR

OVERALL SPACING REQUIREMENTS FOR BOTH BEARING AND NON-

BEARING WALLS.

K. PROVIDE BRIDGING AT 4'-0" O.C. SEE TYPICAL DETAILS FOR ADDITIONAL

INFORMATION.

L. SPLICES IN STUDS SHALL NOT BE PERMITTED. DO NOT CUT STUDS.

M. SLIDE CLIPS SHALL BE CAPABLE OF RESISTING A LATERAL FORCE OF

500 LBS.

N. WALL STUDS SHALL HAVE THE FOLLOWING MINIMUM EFFECTIVE

PROPERTIES. IN THE DESIGNATION BELOW, 362 IS THE MEMBER DEPTH

IN 1/100 INCHES, S IS THE MEMBER STYLE, 162 IS THE FLANGE WIDTH IN

1/100 INCHES, AND 54 IS THE MATERIAL THICKNESS IN MILS.

DESIGNATION DESIGN EFFECTIVE PROPERTIES

THICK. IX, IN4 SX, IN3 A, IN2 FY, KSI

600S162-54 0.0566 2.86 0.954 0.566 50 600S162-68 0.0713 3.53 1.180 0.693 50 600S200-54 0.0566 3.32 1.110 0.613 50 600S200-68 0.0713 4.10 1.370 0.764 50 600S200-97 0.1017 5.61 1.870 1.070 50

O. PROVIDE MATCHING THICKNESS TRACK (54 MIL MINIMUM) AT TOP AND

BOTTOM OF STUD WALLS AND AT HEADERS FOR STUD WALLS, UNO.

COLD FORMED METAL FRAMING

A. STRUCTURAL STEEL:

WIDE FLANGE SHAPES (W SECTIONS) . . . . . . . . . . . ASTM A992, GR. 50

CHANNELS, ANGLES, PLATES, RODS, AND BARS . . ASTM A36

SQUARE AND RECTANGULAR TUBES . . . . . . . . . . . ASTM A500, GR. C

PIPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A53, GR. B HANGER (TIE) ROD . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A615, GR. 60

B. ANCHOR BOLTS AND THREADED RODS MUST CONFORM TO ASTM F1554,

GR 36, UNO.

C. DESIGN, FABRICATION, AND ERECTION:

STEEL CONSTRUCTION MANUAL, 15TH EDITION . . . . . . . . . AISC 325-17

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS . . . . AISC 360-16

D. BEAM SIMPLE SHEAR CONNECTIONS NOT DETAILED ON STRUCTURAL

DRAWINGS SHALL BE DESIGNED BY THE STEEL SUPPLIER FOR LOADS

SHOWN ON DRAWINGS OR FOR REACTIONS DETERMINED BY USING THE

ALLOWABLE UNIFORM LOAD AS TABULATED IN PART 2 OF THE AISC

MANUAL OF STEEL CONSTRUCTION FOR THE SECTION, SPAN, AND

STRENGTH OF STEEL SPECIFIED. CONNECTIONS SHALL BE MADE WITH

3/4"-DIAMETER BOLTS, ASTM F3125, GR A325 TIGHTENED TO A SNUG-

TIGHT CONDITION PER AISC REQUIREMENTS.

E. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED,

PROVIDE FULL LENGTH FILLET WELDS ON BOTH SIDES OF MEMBER.

WELD SIZES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

MEMBER THICKNESS (INCHES) WELD SIZE (INCHES)

3/16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/16 1/4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/16 5/16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/16 3/8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1/4 7/16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1/4 1/2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5/16

F. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT

PRIOR APPROVAL OF THE ENGINEER AS TO THE LOCATION AND TYPE OF

SPLICE TO BE MADE. ANY MEMBER HAVING A SPLICE NOT SHOWN ON

DRAWINGS AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED.

G. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY

CODE. USE E70 SERIES ELECTRODES FOR ALL STRUCTURAL STEEL

WELDS.

H. SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS

REQUIRED TO BE HOT-DIP GALVANIZED AFTER FABRICATION. ALL

EXTERIOR LINTELS AND SHELF ANGLES ARE TO BE HOT-DIP

GALVANIZED.

I. ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE

PER SPECIFICATION SECTION 05 12 00.

J. ALL STEEL EXPOSED TO VIEW SHALL BE CLASSIFIED AS

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) AS DEFINED

BY THE AISC CODE OF STANDARD PRACTICE AND SHALL HAVE A

PROTECTIVE COATING.

STRUCTURAL STEEL

@ AT

& AND

# NUMBER (QUANTITY)

AB ANCHOR BOLTS

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADH ADHESIVE

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AL ALUMINUM

ALT ALTERNATE

ARCH ARCHITECTS - ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AT/FP ANTI-TERRORISM FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

B/ OR BOT BOTTOM

BCX BOTTOM CHORD EXTENSION

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BM BEAM

BOS BOTTOM OF STEEL

BRG BEARING

BTWN BETWEEN

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CONTR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

CTRD CENTERED

DBA DEFORMED BAR ANCHOR

DEFL DEFLECTION

DEMO DEMOLISH

DEPR DEPRESSION - DEPRESSED

DET DETAIL

DIAG DIAGONAL

Ø DIAMETER

DIM DIMENSION

DIST DISTANCE

DOD DEPARTMENT OF DEFENSE

DP DOUBLE PITCHED

DT DRAG TRUSS

DWG(S) DRAWING(S)

DWL(S) DOWEL(S)

EA EACH

ELEV ELEVATION

EMBED EMBEDMENT - EMBEDDED

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EF EACH FACE

EJ EXPANSION JOINT

EN EDGE NAILING OR SCREWING

ES EACH SIDE

EOD EDGE OF DECK

EOS EDGE OF SLAB

EOW EDGE OF WALL

EW EACH WAY

EXIST/(E) EXISTING

EXP EXPANSION

EXT EXTERIOR

FDN FOUNDATION

FFE FINISHED FLOOR ELEVATION

FN FIED NAILING OR SCREWING

FOW FACE OF WALL

FRT FIRE-RETARDANT-TREATED

FS FAR SIDE

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GT GIRDER TRUSS

GS GRIND SMOOTH

GSN GENERAL SHEET NOTES

HD HOLDOWN

HI HIGH

HORIZ HORIZONTAL

HSL HORIZONTAL SLOTTED HOLES

HSS HOLLOW STRUCTURAL SECTION

INT INTERIOR

JT JOINT

K KIP - KIPS

KB KWIK BOLT R

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LB LONG BAR

LBS POUND - POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO LOW

LOC LOCATION

LW LIGHT WEIGHT

LWC LIGHT WEIGHT CONCRETE

MAX MAXIMUM

MC MOMENT CONNECTION

MECH MECHANICAL

MNFR MANUFACTURER

MD MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATCH LINE

MOW MIDDLE OF WALL

MP MASONRY PILASTER

d NAILS (PENNY) No NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

NW NORMAL WEIGHT

NWC NORMAL WEIGHT CONCRETE

(N) NEW

ABBREVIATIONS

OC ON CENTER

OPNG OPENING

OPP OPPOSITE HAND

PED PEDESTAL

PL PLATE

PROJ PROJECTION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

SB SHORT BAR

SCHD SCHEDULE

SIM SIMILAR

SMS SHEET METAL SCREW(S)

SOG SLAB-ON-GRADE

SP SHOT PIN

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STR STRUCTURAL

SW SHEARWALL

T/ TOP

T&B TOP AND BOTTOM

TCX TOP CHORD EXTENSION

THK THICKNESS

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICIAL

UFC UNIFIED FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

VSL VERTICAL SLOTTED HOLES

W/ WITH

WP WORK POINT

WWF WELDED WIRE FABRIC

ABBREVIATIONS (CONTINUED)

DIRECTION OF VIEW

LETTER INDICATES BUILDING SECTION

NUMBER INDICATES ELEV OR DETAIL

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

NUMBER INDICATES DETAIL NO.

SHEET NUMBER WHERE

DETAIL IS DRAWN

DIRECTION OF VIEW

ELEV NUMBER

SHEET NUMBER WHERE

ELEV IS DRAWN

FFE

SURFACE DESCRIPTION

FINISHED ELEVATION

ELEV=0'-0"

INDICATES PROGRESSIVE COLLAPSE

FRAMING MOMENT CONNECTION

PROGRESSIVE COLLAPSE

FRAMING SYSTEM

INDICATES PROGRESSIVE COLLAPSE

HANGER ROD ASSEMBLY SYSTEM

CENTERLINE AND GRIDLINE

MATCHLINE

S-101

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-002

G E

N E

R A

L N

O T

E S

E G

E N

S Y

M B

O L S

B B

R E

N S

B E

L T

S V

L E

A G

U L T

U R

A L R

E S

E A

R C

H C

E N

Y L A

N D

B A

L T

R E

T R

O P

S P

L A

Z A

B A

L T

R E

A R

Y L A

N D

U S

A R

M Y

E N

E E

R D

T B

A L T

R E

E N

E E

G D

R Y

D E

N B

R A

N C

P H

R K

F E

F -3

-5

-2

E N

U M

B E

E N

A M

R E

N O

V A

T E

B U

HIGH STRENGTH BOLTING X

BEAM SPLICES AND CONNECTIONS X

STRUCTURAL STEEL FABRICATION AND ERECTION X

VERIFY METAL DECK CONNECTIONS X

TRUSS CONNECTIONS TO BUILDING SUPPORTS X

TRUSS TO TRUSS CONNECTIONS X

TEMPORARY ERECTION BRACING AND CONNECTIONS X

LIGHT GAUGE

TRUSSES

INSPECT TRUSSES FOR DAMAGE DUE TO SHIPPING OR

HANDLING

INSPECTION OF SCREW ATTACHMENT, BOLTING, ANCHORING,

AND OTHER FASTENING OF COMPONENTS WITHIN WIND AND

SEISMIC FORCE RESISTING SYSTEMS INCLUDING SHEAR

WALLS, BRACES, DIAPHRAGMS, DRAG STRUTS, AND HOLD

DOWNS.

STRUCTURAL LIGHT

GAGE STUD

CONSTRUCTION

MATERIAL VERIFICATION OF STUDS X

NOTE 1:

INSPECTOR SHALL BE FAMILIAR WITH ANCHOR

MANUFCACTURER'S WRITTEN INSTALLATION PROCEDURE AND

ESR REPORT.

VERIFICATION OF SUPPORTING MATERIAL'S CONDITION X

REVIEW OF INSTALLER'S QUALIFICATIONS INCLUDING

CERTIFICATION BY ANCHOR MANUFACTURER

X SEE NOTE 1

POST INSTALLED

ANCHORS TO

CONCRETE

USE OF PROPER ANCHOR SYSTEM AND MANUFACTURER X

INSPECT FORMWORK FOR SHAPE, LOCATIONS AND

DIMENSIONS OF THE CONCRETE BEING FORMED

PRIOR TO CONCRETE PLACEMENT, FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP, AIR

CONTENT, AND TEMPERATURE TESTS

VERIFY USE OF REQUIRED DESIGN MIX X

ANCHOR BOLTS AND INSERTS X

CONCRETE

INSPECT AND VERIFY REINFORCEMENT PLACEMENT -

FOUNDATION WALLS/SLABS

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT

SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED

PROPERLY

VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT

THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL

PERFORM CLASSIFICATION AND TESTING OF

COMPACTED FILL MATERIALS

VERIFY EXCAVATIONS ARE EXTENDED TO PROPERVDEPTH

AND HAVE REACHED PROPER MATERIAL

SOILS

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY X

ITEM

CONTINUOUS

INSPECTION

PERIODIC

INSPECTION

COMMENTS

SPECIAL INSPECTION SCHEDULE

UPPER

ROOF

VESTIBULE ROOF

8'-6"

SNOW DRIFT ON LOWER ROOF

N.T.S.

BALANCED & UNBALANCED SNOW LOADS

N.T.S.

16 PSF

26 PSF5 PSF 13 PSF

SEE PLAN 8 FT SEE PLAN

16 PSF

26 PSF13 PSF

SEE PLAN 8 FT SEE PLAN

5 PSF

Pb = 16.0 PSF

P d

P S

Pb + Pd = 65 PSF

UPPER ROOF

3e 2n 3r 3r 2n 3e

2e 2e

3e 2n 3r 3r 2n 3e

1 1

3e 2n 3r3r 2n 3e

1 1

EXISTING STRUCTURE EXTENTS

3e 3e

3r 3r

2r 2r 3e

3e 3e3r 3r

2r 2r 2n3e2r

EXISTING STRUCTURE EXTENTS

670 LB

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-003

L O

A D

G R

A M

B E

L T

S V

L E

A G

U L T

U R

A L R

E S

E A

R C

H C

E N

Y L A

N D

B A

L T

R E

T R

O P

S P

L A

Z A

B A

L T

R E

A R

Y L A

N D

U S

A R

M Y

E N

E E

R D

T B

A L T

R E

E N

E E

G D

R Y

D E

N B

R A

N C

P H

R K

F E

F -3

-5

-2

E N

U M

B E

E N

A M

R E

N O

V A

T E

B U

C&C WIND PRESSURE SCHEDULE

SURFACE

EFFECTIVE WIND AREA (FT²)

10 20 50 100

NEGATIVE ZONE 1 & 2e -43.6 -29.0

-43.6 -26.5 -16.0

NEGATIVE ZONE 2n, 2r, 3e

-63.5 -54.9 -43.6 -34.9

NEGATIVE ZONE 3r -75.5 -64.7 -50.4

-66.0 -39.6

POSITIVE ALL ZONES +16.0 +16.0 +16.0 +16.0

NEGATIVE ZONE 4 -21.6 -24.5 -23.1 -22.0

NEGATIVE ZONE 5 -39.6 -29.4 -26.6 -24.5

POSITIVE ZONE 4 & 5 21.6 22.5 21.1 20.0

1/16" = 1'-0"1

ROOF WIND LOADING DIAGRAM

1/16" = 1'-0"2

ROOF GRAVITY LOADING DIAGRAM -

SERVICE LOADS

DL = 23.5 PSF (INCLUDES SELF WEIGHT OF TRUSS) - 10 PSF APPLIED TO BOTTOM CHORD

LL = 20 PSF (UNREDUCIBLE)

1/16" = 1'-0"3

ROOF SNOW LOADING DIAGRAM

SL (BALANCED) = 16 PSF

SL (DRIFT) = 49 PSF

SL (DRIFT) = 21 PSF

NOTES

1. BOTTOM CHORD SHALL BE DESIGNED FOR MINIMUM UNIFORMED SUPERIMPOSED DEAD LOAD

OF 10 PSF AND MAXIMUM CONCENTRATED LOAD OF 100 LBS AT ANY LOCATION. LOADS NEED

NOT BE COMBINED WITH OTHER LOAD NOTES ON PLAN.

1 1/2" = 1'-0"4

TYPICAL TRUSS BOTTOM CHORD AXIAL

LOAD

NOTE: PRESSURES ARE IN POUNDS PER SQ FT (PSF)

NOTES:

1. THIS DETAIL SHALL ONLY APPLY FOR SLAB-ON-GRADE.

2. "t" DENOTES SLAB THICKNESS, SEE FOUNDATION PLANS.

3. SLABS WITH THICKNESS UP TO 6" SHALL BE TREATED AS SLAB-ON-GRADE.

4. LOCATION OF SLAB-ON-GRADE CONSTRUCTION JOINTS SHALL BE DETERMINED

BY THE CONTRACTOR. CAST SMOOTH DOWELS INTO FIRST POUR WHERE

CONSTRUCTION JOINTS WILL BE CREATED BY CONCRETE PLACEMENT

SEQUENCING.

5. SLAB-ON-GRADE CONTROL JOINT LOCATIONS INDICATED ON PLAN ARE

SCHEMATIC AND PRESENTED AS A GUIDELINE. SUBMIT CONTROL JOINT PLAN

FOR REVIEW AND APPROVAL.

6. SAW CUT SLAB-ON-GRADE CONTROL JOINTS WITHIN 8 HOURS OF SLAB POUR.

POUR BREAK CONSTRUCTION JOINT

SAW CUT CONTROL JOINT (CJ)

TYP SLAB CONSTRUCTION

1/4" x1/4" (t)

SLAB REINF,

TYP. SEE PLANS

SAWED

JOINT

2" CLR

#6x18" @12" oc

DOWELS W/ONE END

PAINTED AND OILED,

CENTERED ON JOINT

POUR BREAK

STOP SLAB REINF

AT CONST JOINT

2" CLR

SUBGRADE PER 3/S-004

DEEP

1/4" x1/4" (t)

SAWED

JOINT

DEEP

ELASTOMERIC

SEALANT

ELASTOMERIC

SEALANT

REINFORCED CONCRETE

SLAB-ON-GRADE

SEE PLAN

15 MIL VAPOR VARRIER

6" SELECT GRANULAR

MATERIAL

SATISFACTORY MATERIAL

THICKNESS VARIES DEPENDING

ON EXISTING GRADE AND SLAB

ELEVATION

EXISTING NATIVE SOIL

SLAB-ON-GRADE

6" CAPILLARY WATER BARRIER

REENTRANT CORNER

2#4 x 24" LONG @

CORNERS AND

DISCONTINUED CJs #4 x 24" LONG AT

DOOR OPENING,

TYP

8" TYP

2" C

0' - 8"

1' - 0"

#4 @ 1'-4" oc

BENT BAR

BEND REINFORCING

MAX 1:6 SLOPE 0

1'-0"

2' - 0" (TYP)

SLAB REINF,

TYP, SEE PLANS

SLAB REINF,

TYP, SEE PLANS

CONT #4 NOSING BAR

S E

E P

L A

N S

E E

P L A

MATCH SLAB REINF

SIZE & SPACING

6" MIN

CONC SLAB OR FDN SEE NOTE 1

SEE NOTE 2PIPE, SEE NOTE 3

NOTES:

1. TYP SLAB REINF PER PLAN.

2. SUBGRADE MATERIALS PER DWGS AND SPECS

3. SEE OTHER DISCIPLINE DWGS FOR PIPE LOCATIONS

M A

SECTION A

CONC FILL TO BE PLACED

ACROSS FULL WIDTH OF PIPE

TRENCH BEFORE FTG IS PLACED

PIPE

SLEEVE W/ 1/2" MIN

CLR AROUND PIPE

CONC FTG

STEM WALL

AS OCCURS

NOTE: DO NOT ROUTE PIPES THRU

ANY FTG NOR BELOW COLUMN FTG.

8" TO 3' - 0" BELOW FOOTING

SLEEVE W/ 1/2" MIN

CLR AROUND PIPE

CONC FTG

STEM WALL

AS OCCURS

PIPE, SEE OTHER

DISCIPLINE DRAWINGS

CONC FILL TO BE

PLACED ACROSS FULL

WIDTH OF PIPE TRENCH

BEFORE FTG IS PLACED

GREATER THAN 3'-0" BELOW FOUNDATION

PIPE, SEE OTHER

DISCIPLINE DRAWINGS

STEM WALL AS

OCCURS

CON…

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File details come from the government source that posted it. Updated May 7, 2021.