Fairchild B1033 - Type B3_Drawings_r2.pdf

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WASHINGTON AIR NATIONAL GUARD

141st Air Refueling Wing, Fairchild Air Force Base, Washington

Repair Maintenance Hangar B1033 Project Number: GJKZ182085

Contract Number: W9133L-16-D-007 Type B3 - Final Drawings

SHEET INDEX

GENERAL

G-000 COVER SHEET INDEX

G-001 ABBREVIATIONS AND SYMBOLS

G-100 SITE PLAN

HZ-100 HAZARDOUS MATERIALS ABATEMENT PLAN

STRUCTURAL

S-001 STRUCTURAL NOTES

S-002 SPECIAL INSPECTIONS

S-101 DEMO PLAN

S-102 FOUNDATION PLAN WEST

S-103 FOUNDATION PLAN EAST

S-104 FRAMING PLAN WEST

S-105 FRAMING PLAN EAST

S-301 STRUCTURAL SECTIONS

S-302 STRUCTURAL SECTIONS

S-303 STRUCTURAL SECTIONS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 FOUNDATION AND WALL DETAILS 1

S-504 FOUNDATION AND WALL DETAILS 2

S-505 ROOF FRAMING DETAILS 1

S-506 ROOF FRAMING DETAILS 2

S-507 ROOF FRAMING DETAILS 3

S-508 ROOF FRAMING DETAILS 4

S-509 MISCELLANEOUS DETAILS 1

S-510 MISCELLANEOUS DETAILS 2

S-511 MISCELLANEOUS DETAILS 3

ARCHITECTURAL

AD-100 DEMOLITION PLAN

A-100 REFERENCE PLAN

A-101 WEST FLOOR PLAN

A-102 EAST FLOOR PLAN

A-103 WEST REFLECTED CEILING PLAN

A-104 EAST REFLECTED CEILING PLAN

A-200 NORTH - SOUTH EXTERIOR ELEVATIONS

A-201 EAST - WEST EXTERIOR ELEVATIONS

A-300 BUILDING SECTIONS

A-301 WALL SECTIONS

A-302 WALL SECTIONS

A-400 INTERIOR ELEVATIONS

A-401 INTERIOR ELEVATIONS

A-402 ENLARGED PLANS AND ELEVATIONS

A-403 ENLARGED PLANS AND ELEVATIONS

A-404 ENLARGED PLANS AND ELEVATIONS

A-405 ENLARGED PLANS AND ELEVATIONS

A-500 DETAILS

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-600 ROOM FINISH SCHEDULE

A-601 DOOR AND FRAME SCHEDULE

A-602 SCHEDULES

FIRE PROTECTION

F-001 FIRE PROTECTION NOTES

F-101 LIFE SAFETY FLOOR PLANS

F-102 HAZARD CLASSIFICATION PLAN

F-103 WEST FIRE PROTECTION PLAN

F-104 EAST FIRE PROTECTION PLAN

F-105 WEST FIRE ALARM PLAN

F-106 EAST FIRE ALARM PLAN

F-501 FIRE PROTECTION DETAILS

F-601 FIRE PROTECTION RISER DIAGRAM &

FUNCTIONAL MATRIX

PLUMBING

PD-101 PLUMBING DEMOLITION PLAN

P-001 PLUMBING ABBREVIATIONS, SYMBOLS, AND NOTES

P-100 PLUMBING SITE PLAN

P-101 FIRST FLOOR PLUMBING PLAN - AREA A

P-102 FIRST FLOOR PLUMBING PLAN - AREA B

P-401 ENLARGED MEN'S RESTROOM - AREA C

P-402 ENLARGED MECHANICAL ROOM - AREA D

P-403 ENLARGED WEST MEZZANINE - AREA E

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING RISER DIAGRAMS

P-902 PLUMBING RISER DIAGRAMS

P-903 PLUMBING RISER DIAGRAMS

MECHANICAL

MD-101 MECHANICAL DEMOLITION PLAN

M-001 MECHANICAL ABBREVIATIONS, SYMBOLS, AND NOTES

M-100 MECHANICAL SITE PLAN

M-101 FIRST FLOOR HVAC PLAN - AREA A

M-102 FIRST FLOOR HVAC PLAN - AREA B

M-401 ENLARGED HVAC MEN'S RESTROOM - AREA C

M-402 ENLARGED HVAC MECHANICAL ROOM - AREA D

M-403 ENLARGED WEST MEZZANINE - AREA E

M-404 ENLARGED EAST MEZZANINE - AREA F

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-901 MECHANICAL CONTROLS

M-902 MECHANICAL CONTROLS

M-903 MECHANICAL CONTROLS

M-904 MECHANICAL CONTROLS

M-905 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND AND NOTES

E-002 HAZARDOUS LOCATION PLAN

ED-101 SITE DEMOLITION PLAN

ED-102 LIGHTING DEMOLITION PLAN

ED-110 POWER DEMOLITION PLAN

ED-601 ONE-LINE DEMOLITION PLAN

E-101 ELECTRICAL SITE PLAN

E-102 ELECTRICAL REFERENCE FLOOR PLAN

E-103 WEST ELECTRICAL LIGHTING PLAN

E-104 EAST ELECTRICAL LIGHTING PLAN

E-105 WEST ELECTRICAL POWER PLAN

E-106 EAST ELECTRICAL POWER PLAN

E-401 ELECTRICAL ENLARGED PLAN

E-501 ELECTRICAL DETAILS AND SCHEDULES

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-602 ELECTRICAL ONE-LINE DIAGRAM

E-603 ELECTRICAL PANEL SCHEDULES

E-604 ELECTRICAL PANEL SCHEDULES

TECHNOLOGY

T-001 TELECOMMUNICATIONS LEGEND AND NOTES

TD-101 TELECOMMUNICATION SITE DEMOLITION PLAN

TD-102 TELECOMMUNICATION DEMOLITION PLAN

T-101 TELECOMMUNICATIONS SITE PLAN

T-102 WEST TELECOMMUNICATIONS PLAN

T-103 EAST TELECOMMUNICATIONS PLAN

T-401 ENLARGED TELECOMMUNICATIONS PLAN

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAM

AutoCAD SHX Text

REGISTERED

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ARCHITECT

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M. MARCEL BODSKY

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STATE OF WASHINGTON

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INTERIOR

HEADER

INSIDE DIAMETER

INSULATION

HEAT, VENT/AIR COND

FLOOR DRAIN

FIRE ALARM

FEET PER MINUTE

GAUGE, GAGE

GUARD POST

GUTTER LINE

HOLLOW CORE

GYPSUM WALLBOARD

HEIGHT

HORIZONTAL

DIA

DIM

DIAMETER

DIMENSION

DEPT

DF

DG

DEMO

DEG/

DET

DOOR GRILLE

DRINKING FOUNTAIN

DEMOLISH

DEPARTMENT

DEGREE°

DETAIL

IN/ "

JAN

JT

INCH

JANITOR

JOINT

HYD

HVAC

INT

INSUL

ID

HDR

HYDRANT

FOOTFT/ '

CORNER GUARD

CONSTRUCTION

CONC

CONT

CO

CONCRETE

CONTINUOUS

CLEAN OUT

CT

CONST

CMU

CIP

CLR

CB

CAST IN PLACE

CERAMIC TILE

CLEAR

CATCH BASIN

GP

HORIZ

HR

HT

HC

HB

HOUR

HOSE BIBB

GALV

GL

GL

GM

GWB

GA

GLASS

GALVANIZED

GAS METER

BUILDING

BOTTOM OF WALL

BOTTOM OF DUCT

CAB

CBB

CPT

BW

BR

B.O.

BOD

CABINET

CARPET

BOTTOM OF

BRICK

BD

BLKG

BM

BLDG

BLK

BOARD

BENCH MARK

BLOCKING

BLOCK

FD

FNC

FPM

FHC

FEC

FENCE

FIRE HOSE CABINET

ESMT

ETC

EXH

FA

EXHAUST

EXTRUDED

ET CETERA

EASEMENT

OH OVERHEAD

OFFICE

PAV

OFF

PAVEMENT

NTS

N

OC

OD

NFA

NIC

NOS/ #

N/A

MIN

MISC

MTD

MH

MB

MFR

MECH

MAX

NOT TO SCALE

ON CENTER

NORTH

OUTSIDE DIAMETER

NOT APPLICABLE

NOT IN CONTRACT

NET FREE AREA

NUMBER

MISCELLANEOUS

MOUNTED

MINIMUM

MANUFACTURER

MECHANICAL

MAIL BOX

MANHOLE

MAXIMUM

DOWNSPOUT

DISHWASHER

EXHAUST FAN

EXPANSION JOINT

ELEVATION

EXHAUST REGISTER

EA

EJ

ELEC

EQ

ER

ELEV

E

EF

EQUATION

ELECTRICAL

EAST

EACH

DWG

DW

DR

DS

DN

DOOR

DRAWING

DOWN

LENGTH

LIGHT STANDARD

LINEAR FEET

POUNDSLBS

LT STD

LTG

MAINT

M

LF

L

MAINTENANCE

METER

LIGHTING

EXISTINGEXIST

AVE

ASPH ASPHALT

AVENUE

AND

ANCHOR BOLT

ALUMINIUM

ACOUSTICAL CEILING PANEL

CENTER LINE

ARCHITECT

APPROX

ARCH

ALUM

AP

AFF

ADJ

ACOUS

ACT

ACP

ANGLE POINT

APPROXIMATELY

ADJUSTABLE

ABOVE FINISH FLOOR

ACOUSTICAL

ACOUSTICAL CEILING TILE

AB

ANGLE

AT

C

AMERICAN NATIONAL

L

APPROXIMATEAPPROX

ANSI

APWA AMERICAN PUBLIC

CG

CAST IRONCI

CONTROL JOINTCJ

CEILINGCLG

COL COLUMN

EXTERIOR OREXT

EP ELECTRICAL PANEL

FIN FINISH

FURR FURRING

GRAB BARGB

HM HOLLOW METAL

PERFORATEDPERF

OA OVER ALL

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OPPOSITEOPP

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

QUARRY TILEQT

RISER or RADIUS

RETURN AIRRA

RUBBER BASERB

RCP

ROOF DRAINRD

REFERENCEREF

RST RESILIENT STAIR TREAD

REFRIG REFRIGERATOR

REIN REINFORCEMENT

REQ REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

RTM RUBBER TIRE MAT

SOUTH

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SQ SQUARE

SST STAINLESS STEEL

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMETRICAL

TREAD

TEL TELEPHONE

TEMP TEMPERED

THK THICK

T.O. TOP OF

TYP TYPICAL

UNFIN UNFINISHED

UNO

TEMP TEMPERED

THK THICK

VAR VARIES

VERT VERTICAL

VCT

VEST VESTIBULE

VER VERIFY

UTIL UTILITIES

UG UNDERGROUND

WEST/ WIDTH/ WASHER

w/

WITH

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WH WATER HEATER

w/o WITH OUT

WP WATER PROOF

WT WEIGHT

WM WATER METER

A Q R

G

H B

C

D

E

F

P

O

N

M

L

J

K

S

T

I

U

V

W

X Y Z

STANDARD INSTITUTE

WORKS ASSOCIATION

TWS TRACER WIRE SYSTEM

CONCRETE MASONRY

UNIT

FIRE EXTINGUISHER

CABINET

REFLECTED CEILING

PLAN

UNLESS NOTED

OTHERWISE

VINYL COMPOSITION

TILE

BOARD

CEMENTIOUS BACKER

CPT CARPET TILE

CHEM CHEMICAL

D DRYER

EQUIP EQUIPMENT

FLR FLOOR

IDEN IDENTIFY/IDENTITY

LVL LEVEL

MTL METAL

GROSS SQUARE GSF

FOOTAGE

VTR

VENT THROUGH ROOF

REV REVISION

STL STEEL

SF

SQUARE FOOT

SV

SHEET VINYL

PANELPNL

PERFORATEDPERF

PAINTP

R

T

LAVATORYLAV

TTD TOILET TISSUE DISPENSER

PART PARTITION

SCD SEAT-COVER DISPENSER

PTWR PAPER TOWEL DISPENSER

WASTE RECEPTACLE

SNV SANITARY NAPKIN VENDOR

SND SANITARY NAPKIN DISPOSAL

SD SOAP DISPENSER

RH ROBE HOOK

GYPSUM BOARDGYP

EPS EXTRUDED POLYSTYRENE

SC SCUPPER

S

W

T

VL

VINYL

FOIO FURNISHED BY OWNER

INSTALLED BY OWNER

FINISHED FLOOR

FINISHED GRADE

FF

FG

FTG FOOTING

FO FACE OF

VL

A-530

WALL SECTION

SCALE: 3/4" = 1'-0"1

A-530

X

X-XX

X

X-XX

X

X-XX

X

X-XX

H

IN

G E

SI

D

E

LA

TC

H S

ID

E

4" TO RO

UNLESS

OTHERWISE NOTED

1A

DOOR NUMBER

ROOM ACCESSED

NORTH ARROW

BAR SCALE

0'4'

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

8'4'

ROOM NAME AND NUMBER

CUT LINE

ELEVATION IN RELATION TO BENCHMARK

WALL

PARTITION TYPE

LOUVER TYPE

LOBBY

S1

W8

DOOR TYPE

WINDOW TYPE

L1

DS DOWN SPOUT

FIRE EXTINGUISHER

DATUM

REVISION

GRIDB

111A

STANDARD REFERENCE BUBBLE

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

DRAWING / DETAIL TITLE AND SCALE

WALL SECTION

SECTION LETTER

SHEET SECTION IS LOCATED ON

BUILDING SECTION

SECTION LETTER

SHEET SECTION IS LOCATED ON

DETAIL OR ENLARGED PLAN

INTERIOR ELEVATION

ELEVATION LETTER

SHEET ELEVATION IS LOCATED ON

DETAIL OR PLAN NUMBER

SHEET DETAIL OR PLAN IS LOCATED ON

GENERAL NOTES

1. DO NOT SCALE DRAWINGS.

2. ALL WORK SHALL COMPLY WITH REFERENCED CODE AND

UFC STANDARDS.

3. VERIFY FIELD CONDITIONS PRIOR TO BEGINNING WORK.

4. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF

WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS.

NOTIFY THE CONTRACTING OFFICER FOR RESOLUTION OF

ALL DISCREPANCIES PRIOR TO CONSTRUCTION.

5. MECHANICAL AND ELECTRICAL INFORMATION SHOWN ON

THE ARCHITECTURAL DRAWINGS ARE PROVIDED FOR

CLARITY AND/OR LOCATION PURPOSES ONLY. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR

MECHANICAL, PLUMBING AND ELECTRICAL WORK.

WOOD- FRAMING

INSULATION,

INSULATION,

MASONRY,

ALUMINUM

TILE

WOOD- FRAMING

PLYWOOD

STEEL

GRAVEL,

CRUSHED ROCK

EARTH,

SAND,

CONCRETE,

GRATING

CONTINUOUS

UNDISTURBED

MORTAR,

CAST-IN-PLACE

CONCRETE

BLOCKING

BATT

RIGID

PLASTER

GYPSUM

BOARD

MATERIALS

ABBREVIATIONS SYMBOLS

SFRM SPRAY-APPLIED FIRE-RESISTANT MATERIALS

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AutoCAD SHX Text 100'-0"

AutoCAD SHX Text T.O.

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REGISTERED

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ARCHITECT

AutoCAD SHX Text

M. MARCEL BODSKY

AutoCAD SHX Text

STATE OF WASHINGTON

GATE

HOUSE

G A T E

36.61 I.E. E.

36.81 I.E. W.

LAWN

LANDSCAPE AREA WITH WASHED ROCK

ELECTRICAL SWITCH & TRANSFORMERS

39.17 I.E. W.

BLDG.

MH 16

I.E.=37.29

MH 17

I.E.=37.21 MH 18

I.E.=36.71

TG=42.40

I.E.=41.65

SLOPE

U N

D

ER

G R

O U

N D

ST

M

(A

BA

N D

O N

ED

I.E.@BLDG

40.51

A I R F I E L D F E N C E L I N E - C H A I N LINK

EXISTING STRUCTURED PARKING LOT ACCESSIBLE PARKING STALL, SIGNS &

ACCESSIBLE ROUTE TO HANGAR B1033 MAIN ENTRANCE - NOT INCLUDED IN

E X I S T I N G S T R U C T U R E D P A R K I N G L O T A C C E S S

PROJECT SCOPE

-5

0' C

LO

SE

ST

S

TR

U

C

TU

R E

DRIVE

SECURED

ASPHALT PAVING, TYP ASPHALT PAVING, TYP

ASPHALT

PAVING, TYP

ASPHALT

PAVING, TYP

SANITARY SEWER

STORM DRAIN

WATER

POWER

TELEPHONE

FUEL LINES

STEAM

FOAM/WATER DRAINAGE

MONITOR WELL

GATE VALVE

FIRE HYDRANT

NON-POTABLE WATER FOR

AFFF SYSTEM

MANHOLE

TRENCH DRAIN

CATCH BASIN

FLOW DIRECTION

STEAM VAULT

ELECTRICAL BOX

CHAIN LINK FENCE

BUILDING OUTLINE

ADD NEW CONCRETE PAD AND RELOCATE EXISTING

CANOPY. REFER TO SHEET A-101. PATCH ASPHALT

AS REQUIRED.

ADD NEW CANOPY & CONCRETE SLAB AT DOOR

117A. REFER TO SHEET A-102. SLOPE AWAY FROM

BUILDING. PATCH ASPHALT AS REQUIRED.

VERIFY THAT EXISTING ASPHALT PAVING AT

PROPOSED DOORS 112A & 121B SLOPES AWAY

FROM OPENINGS. PATCH/OVERLAY ASPHALT IF

REQUIRED. REFER TO SHEETS A-101 & A-102.

INSTALL BOLLARDS. REFER TO SHEET A-102.

INSTALL CONCRETE HOUSEKEEPING PAD, 2 BOLLARDS

& NEW CHILLER. REFER TO SHEET A-102.

EXISTING BOLLARDS TO REMAIN (4)

REFER TO SHEETS ED101 - SITE DEMOLITION PLAN

& E101 - ELECTRICAL SITE PLAN FOR ELECTRICAL

UTILITY WORK THIS AREA.

INSTALL NEW CONDENSING UNIT ON CONCRETE

HOUSEKEEPING PAD. REFER TO SHEET A-102.

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SITE PLAN1

SCALE: 1/16"=1'-0"

SCALE:

8' 16' 32'

1/16" = 1'-0''

N

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CO

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%%UH A N G A R B 1 0 3 3

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HAZARDOUS MATERIALS:

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A HAZARDOUS MATERIALS INVESTIGATION WAS CONDUCTED

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BY FULCRUM ENVIRONMENTAL CONSULTING INC.

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THE HAZARDOUS BUILDING MATERIALS REPORT DATED

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NOVEMBER 6, 2019 IS AVAILABLE TO ALL BIDDERS.

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%%UPLAN LEGEND

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%%UEXISTING

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%%UKEYED NOTES

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%%UEXTENT OF PROPOSED SITEWORK

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REGISTERED

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ARCHITECT

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M. MARCEL BODSKY

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STATE OF WASHINGTON

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LEGEND

REMOVE ASBESTOS CONTAINED IN TSI RUNS AND JETS

REMOVE ASBESTOS CONTAINING BLACK ADHESIVE UNDER

NON-ASBESTOS CONTAINING 12" VINYL TILE

IF ENCOUNTERED IN AN AREA DISTURBED BY

CONSTRUCTION, REMOVE ANY ASBESTOS CONTAINING

CAB WITHIN INTERSTITIAL EXTERIOR WALL CAVITY UP TO

5'-8" A.F.F. IT WAS NOT DETERMINED IF THIS MATERIAL IS

STILL PRESENT, BUT IT IS SHOWN ON THE ORIGINAL 1953

CONSTRUCTION DRAWINGS.

1. CONTRACTOR TO VERIFY ALL ITEMS SHOWN, LOCATIONS AND QUANTITIES OF

ASBESTOS-CONTAINING MATERIALS (ACMs), AND DIMENSIONS PRIOR TO REMOVAL. ANY

DEVIATIONS FROM THE SPECIFICATION THAT ARE DISCOVERED BY THE CONTRACTOR

SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. THE

DRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY. GENERAL LOCATIONS OF SOME

HAZARDOUS MATERIALS ARE DEPICTED DIAGRAMMATICALLY ON THE DRAWINGS. THE

REMAINING MATERIAL LOCATIONS ARE DESCRIBED TEXTUALLY ON THESE DRAWINGS.

THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND PERMITS

FOR THE REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS.

2. REMOVAL OF HAZARDOUS MATERIALS MAY COMPROMISE THE SECURITY OF THE SITE. THE

CONTRACTOR IS FULLY RESPONSIBLE FOR MAINTAINING SITE SECURITY AND PUBLIC

SAFETY THROUGHOUT THE PROJECT. SEE SPECIFICATIONS REGARDING SECURITY AND

PUBLIC SAFETY.

3. ABATEMENT CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH PRIME CONTRACTOR

INCLUDING, BUT NOT LIMITED TO; SCHEDULE, ACCESS, ELECTRICAL/UTITLITY SHUTDOWNS,

AND DEMOLITION. PERFORM SELECTIVE DEMOLITION AS NECESSARY TO ACCESS

CONCEALED HAZARDOUS AND/OR ASBESTOS-CONTAINING MATERIALS TO BE REMOVED.

ABATEMENT CONTRACTOR TO REPORT LOCATIONS AND QUANTITIES OF ALL HAZARDOUS

MATERIALS TO BE DEMOLISHED TO THE OWNERS REPRESENTATIVE PRIOR TO

ABATEMENT/DEMOLITION.

GENERAL NOTES

1. PERFORM ACTIVITES IMPACTING ASBESTOS-CONTAINING MATERIALS ACCORDING TO

SPECIFICATION 028200, ASBESTOS ABATEMENT, AND ALL APPLICABLE REGULATIONS AS

NECESSARY TO ACCOMPLISH THE WORK

2. REMOVE APPROXIMATELY 70 EACH OF HARD MUDDED FITTINGS ASSOCIATED WITH 4-INCH

AIR-CELL LIKE PIPE RUNS. SEE LEGEND FOR LOCATIONS.

3. REMOVE APPROXIMATELY 390 LINEAR FEET OF 6-INCH TAN MAG-LIKE PIPE RUNS WITH

ASSOCIATED WHITE CLOTH OUTER COVERING. SEE LEGEND FOR LOCATIONS.

4. REMOVE APPROXIMATELY 900 SQUARE FEET OF 12-INCH VINYL FLOOR TILE WITH ASSOCIATED

BLACK ADHESIVE. SEE LEGEND FOR LOCATIONS.

5. REMOVE APPROXIMATELY 10 EACH OF HARD MUDDED FITTINGS ASSOCIATED WITH 8-INCH

MAG-LIKE PIPE RUNS. SEE LEGEND FOR LOCATIONS.

6. REMOVE APPROXIMATELY 20 EACH OF HARD MUDDED FITTINGS ASSOCIATED WITH 6-INCH

MAG-LIKE PIPE RUNS. SEE LEGEND FOR LOCATIONS.

7. REMOVE APPROXIMATELY 130 LINEAR FEET OF 3-INCH MAG-LIKE PIPE RUNS WITH

ASSOCIATED WHITE OUTER CLOTH COVERING. SEE LEGEND FOR LOCATIONS.

8. REMOVE APPROXIMATELY 210 SQUARE FEET OF CEMENT ASBESTOS BOARD (CAB)

POTENTIALLY LOCATED WITHIN INTERSTITIAL WALL AREAS PLANNED TO BE IMPACTED DURING

PENETRATIONS FOR DOORS, WINDOWS, AND BAY DOORS. SEE LEGEND FOR LOCATIONS.

ASBESTOS CONTAINING MATERIAL

1. LEAD-CONTAINING PAINT IS PRESUMED ON STEEL STRUCTURAL MEMBERS AND

HANDRAILS THROUGHOUT THE BUILDING. PERFORM ALL DEMOLITION ACTIVITIES

IMPACTING STEEL STRUCTURAL MEMBERS AND HANDRAILS ASSOCIATED WITH

STAIRWAYS IN ACCORDANCE WITH SPECIFICATION SECTION 028300.

LEAD CONTAINING MATERIAL

1. ALL LIGHT FIXTURE BALLASTS INSPECTED WERE PRESUMED TO BE PCB-CONTAINING.

APPROXIMATELY UP TO 328 LIGHT BALLASTS ARE TO BE BE PROPERLY REMOVED,

STORED, TRANSPORTED, AND DISPOSED OF IN ACCORDANCE WITH SPECIFICATION

SECTION 028416.

PCB CONTAINING MATERIAL

1. ALL FLUORESCENT LAMPS ARE CONSIDERED MERCURY-CONTAINING. REMOVE, HANDLE,

AND RECYCLE UP TO 636 FLUORESCENT LAMPS IN ACCORDANCE WITH SPECIFICATION

SECTION 028416.

MERCURY CONTAINING MATERIAL

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FULCRUM ENVIRONMENTAL CONSULTING, INC.

207 W. BOONE AVENUE

SPOKANE, WASHINGTON 99201

(509) 459-9220 www.efulcrum.net

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GENERAL STRUCTURAL NOTES

THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE ELSEWHERE IN

THE STRUCTURAL DRAWINGS.

GENERAL

1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE 2018 EDITION OF THE

INTERNATIONAL BUILDING CODE (IBC).

2. THE CONTRACTOR ACKNOWLEDGES RESPONSIBILITY FOR JOBSITE SAFETY AND

ACKNOWLEDGES THAT THE ENGINEER WILL NOT HAVE SUCH RESPONSIBILITY. IF A LAWSUIT IS

FILED BY ONE OF THE CONTRACTOR'S OR SUBCONTRACTOR'S EMPLOYEES, OR ANY ONE ELSE,

THE CONTRACTOR WILL INDEMNIFY, DEFEND AND HOLD THE OWNER AND TETRA TECH, INC.,

THEIR PARENT AND SUBSIDIARY COMPANIES HARMLESS OF ANY AND ALL SUCH CLAIMS.

3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING

WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE

ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL WORK IS

ADEQUATELY BRACED AND SHORED DURING CONSTRUCTION. ALL BRACING/SHORING SHALL BE

DESIGNED BY A REGISTERED ENGINEER HIRED BY THE CONTRACTOR. THE CONTRACTOR SHALL

NOT PLACE SOIL BACKFILL AGAINST WALLS UNTIL THE CONCRETE OR MASONRY GROUT HAS

REACHED THE MINIMUM SPECIFIED 28 DAY COMPRESSIVE STRENGTH (F'C) AND IS AT LEAST 10

DAYS OLD.

5. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS

INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE GENERAL NOTES. TYPICAL

DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON

DRAWINGS WHERE THEY OCCUR.

6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY

DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING

CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING,

SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND

PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ENGINEER

SHALL NOT BE CONSIDERED AS INSPECTION OF SUCH ITEMS.

7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.

8. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E. DRYWALL, PLYWOOD, CEILING

PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING.

9. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL

BE SUBJECT TO APPROVAL BY THE ENGINEER.

10.SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS, FLOOR FINISHES, ETC.

11.BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS THE OWNER, ENGINEER, (HEREINAFTER TETRA TECH, INC.), THEIR

PARENT AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND

REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL

DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS

CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF OWNER,

ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES AS WELL AS THEIR AGENTS AND

EMPLOYEES, TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL

EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES

OCCURRING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE WORK'S

PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS

OWN COST, EXPENSE AND RISK EXCUSIVE OF AND REGARDLESS OF ANY APPLICABLE

INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING

COVERAGE.

12.SOIL PROPERTIES, ALLOWABLE DESIGN VALUES, GRADING AND COMPACTION REQUIREMENTS

AS PER SOILS REPORT BY LANDAU ASSOCIATES JOB NUMBER 0043017.010.011, DATED APRIL 1, 2020. THIS REPORT SHALL BE CONSIDERED A PART OF THESE PLANS AND SHALL BE KEPT AT

THE JOB SITE AT ALL TIMES. A COPY OF THIS REPORT IS AVAILABLE FOR REVIEW IN THE

ENGINEER'S OFFICE.

13.CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO STARTING WORK, BOTH

ABOVE GROUND AND BELOW GROUND, WHICH MAY BE IMPACTED BY THE WORK SHOWN ON

THESE DRAWINGS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

14.CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLIENT AND TETRA TECH, INC. THEIR

PARENT AND SUBSIDIARY COMPANIES, ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS

AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATING TO, ANY AND ALL

DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEY'S FEES, RESULTING FROM INTERFERENCE

WITH, INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM

DAMAGE CAUSED TO SUBSURFACE INSTALLATION, WHICH IS UNFORESEEN AND DESPITE

ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE

GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES.

15. ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST. OR EXISTING.

REINFORCING NOTES

1. REINFORCEMENT FOR CONCRETE AND MASONRY SHALL BE DEFORMED BARS CONFORMING TO

A.S.T.M. SPECIFICATION A615 (A706/A706M FOR WELDED REINFORCING). GRADE 60 STEEL

SHALL BE USED EXCEPT THAT #3 BARS AND SMALLER MAY BE GRADE 40 STEEL.

2. WIRE MESH SHALL CONFORM TO A.S.T.M. A185. LAP 12" WHERE SPLICED.

3. ALL REINFORCEMENT, ANCHOR BOLTS, AND OTHER ANCHORAGES PLACED IN CONCRETE SHALL

BE ACCURATELY PLACED AND POSITIVELY SECURED AND SUPPORTED BY CONCRETE BLOCKS,

METAL CHAIRS, SPACERS, OR METAL HANGERS, AND SHALL BE IN POSITION BEFORE

CONCRETE PLACING OR GROUTING IS BEGUN. DETAILING AND PLACING OF BARS SHALL

CONFORM TO THE A.C.I. MANUAL OF STANDARD PRACTICES.

4. BARS SPECIFIED AS "CONTINUOUS" SHALL EXTEND THE FULL LENGTH OF THE MEMBER

CONTAINING THEM AND MAY BE SPLICED (UNLESS NOTED OR SHOWN WITHOUT SPLICES ON

THE PLANS). IN CONCRETE, PROVIDE LAPS PER DETAIL 4 ON SHEET S-501. STAGGER ALL

SPLICES.

5. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE AND SPACING

AS REINFORCING DIRECTLY BEYOND POUR JOINTS.

6. WELDING OF REINFORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED

CONCRETE OR MASONRY CONSTRUCTION SHALL CONFORM TO ANSI/AWS D1.4-11. USE LOW

HYDROGEN E-70 SERIES ELECTRODES FOR WELDING OF REINFORCING BARS. CONTINUOUS

INSPECTION IS REQUIRED OF ALL FIELD WELDING IN ACCORDANCE WITH IBC CHAPTER 17.

7. THE SPECIFIED DIMENSIONS OF THE VERTICAL LEGS OF "L" DOWELS, WHOSE HORIZONTAL LEGS

ARE CAST INTO A FOOTING OR SLAB CAST ON TOP OF EARTH, ARE BASED UPON THE SLAB

THICKNESS AS SHOWN ON THE DRAWINGS. IF A SLAB IS POURED THICKER THAN SHOWN ON

THE DRAWINGS, SUCH AS FOR THE SUBGRADE OCCURRING AT A LOWER ELEVATION THAN

SHOWN, THE VERTICAL LEGS MUST BE FABRICATED TO A LONGER LENGTH OR THE HORIZONTAL

TAILS MUST BE SUPPORTED ABOVE SUBGRADE HIGH ENOUGH TO PROVIDE THE SAME AMOUNT

OF LAP LENGTH BETWEEN THE DOWEL AND THE WALL VERTICAL REINFORCING.

CONCRETE NOTES

1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4000 PSI AT 28

DAYS. AGGREGATES SHALL CONFORM TO A.S.T.M. C33. AGGREGATES FOR LIGHTWEIGHT

CONCRETE SHALL CONFORM TO A.S.T.M. C330.

2. CEMENT FOR CONCRETE SHALL BE TYPE II/V PORTLAND CEMENT CONFORMING TO A.S.T.M.

C150.

3. CONCRETE COVER FOR REINFORCING BARS SHALL BE:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"

EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BARS = 2"

NO. 5 BARS, W31 OR D31 WIRE, AND SMALLER = 1 1/2"

NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BARS = 1 1/2"

NO. 11 BARS AND SMALLER = 3/4"

BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS = 1 1/2"

4. DRYPACK SHALL BE 1 PART CEMENT AND 3 PARTS SAND (BY VOLUME).

5. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY

DETAILED. SEE CIVIL DRAWINGS FOR LOCATION OF SLEEVES THROUGH WALLS.

6. REFER TO ARCHITECT'S DETAILED DRAWINGS FOR ALL MOLDS, GROOVES, CLIPS, GROUNDS, ORNAMENTS AND OTHER INSERTS TO BE CAST IN CONCRETE.

7. THE LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY NOTED OR SHOWN SHALL BE

APPROVED BY THE STRUCTURAL ENGINEER.

8. "ROUGHENED SURFACES", WHERE SPECIFIED ON THE DRAWINGS, SHALL BE MECHANICALLY

ROUGHENED SUCH THAT A 1/4" AMPLITUDE (±) IS ACHIEVED BETWEEN HIGH AND LOW SPOTS OF

THE ROUGHENED SURFACE. THE SURFACE SHALL BE CLEAN AND FREE OF LAITANCE.

9. BOTH FACES OF CONCRETE WALLS, EDGES OF CONCRETE FOUNDATIONS, AND OTHER FORMED

CONCRETE SURFACES WHERE THE SPECIFIED CONCRETE COVER IS 2 INCHES, SHALL BE

PLACED AGAINST FORMWORK WHICH COMPLIES WITH THE PROJECT SPECIFICATIONS.

CONCRETE FOR THESE ELEMENTS SHALL NOT BE CAST AGAINST EARTH.

STRUCTURAL STEEL NOTES

1. ALL WIDE FLANGE MEMBERS SHALL BE IN ACCORDANCE WITH A.S.T.M. A-992. ALL OTHER

STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE A.S.T.M. A36 UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC

SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL STRUCTURAL STEEL IN

ACCORDANCE WITH IBC SECTION 1705.2.1, UNLESS FABRICATION IS PERFORMED ON THE

PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT

SPECIAL INSPECTION, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTION

1704.2.5.1 OF THE 2018 IBC. AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR

SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE CITY BUILDING OFFICIAL (OR OWNER IF

THE PROJECT IS NOT UNDER THE JURISDICTION OF A BUILDING DEPARTMENT) AND TO THE

ENGINEER STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

2. STEEL TUBES SHALL CONFORM TO A.S.T.M. A500, GRADE B OR BETTER, U.N.O.

3. STEEL PIPES SHALL CONFORM TO A.S.T.M. A53, GRADE B.

4. BOLTS SHALL CONFORM TO ASTM A325 OR BETTER, UNLESS NOTED OTHERWISE.

5. HIGH STRENGTH BOLTS SHALL BE ASTM F3125 AS NOTED AND SHALL CONFORM TO THE

REQUIREMENTS THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)

SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS. CONTACT FACES OF

STEEL AT CONNECTIONS WHERE HIGH STRENGTH BOLTS ARE USED SHALL NOT BE PAINTED.

JOINTS WILL RECEIVE CAULKING FOLLOWING ERECTION AND COATING.

COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATORS OR TWIST-OFF-TYPE

TENSION-CONTROL BOLTS SHALL BE PROVIDED AT ALL HIGH STRENGTH BOLTED CONNECTIONS

PER UFC 3-301-01 SECTION 2.6.1.1.

6. HOLES FOR BOLTS IN STEEL SHALL BE OF SAME DIAMETER AS BOLT +1/16" MAXIMUM.

7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY'S SPECIFICATION FOR

THE MATERIAL BEING WELDED (AWS D1.1/D1.1M - D1.8/D1.8M). SEE STRUCTURAL WELDING

SPECIFICATION UFGS 05 05 23.16.

8. TEMPORARY BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED FOR ERECTION AND

SAFETY. THESE BRACING AND SHORING MEMBERS SHALL NOT BE REMOVED UNTIL ALL BOLTING

AND WELDING IS COMPLETED.

9. ALL STRUCTURAL STEEL WORK, EXCEPT THAT STEEL TO BE EMBEDDED IN CONCRETE, SHALL

BE SHOP PAINTED PER UFGS 09 97 13.27 AND TOUCHED UP IN THE FIELD AFTER ERECTION.

10.BOLT JOINT TYPES SHALL BE SNUG-TIGHT PER AISC SPECIFICATIONS UNLESS NOTED

OTHERWISE. LOCATION OF SLIP-CRITICAL JOINTS PER PLANS.

11.STRUCTURAL STEEL CONSTRUCTION AND DETAILS SHALL CONFORM TO AISC MANUAL OF STEEL

CONSTRUCTION LOAD AND RESISTANCE FACTOR DESIGN (LRFD) 15TH EDITION.

12.NO STRUCTURAL STEEL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC. UNLESS

SPECIFICALLY DETAILED AND APPROVED BY STRUCTURAL ENGINEER.

13. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. STEEL NOT EXPOSED TO WEATHER

SHALL RECEIVE APPROVED SHOP COAT PRIMER.

14.STAINLESS STEEL SHALL CONFORM TO A.S.T.M. A276/A.I.S.I. 316. STAINLESS STEEL BOLTS SHALL

CONFORM TO A.S.T.M. F593. STAINLESS STEEL NUTS SHALL CONFORM TO A.S.T.M. F594. DO NOT

COAT STAINLESS STEEL.

15.WELDING OF STAINLESS STEEL SHALL CONFORM TO STRUCTURAL WELDING CODE - STAINLESS

STEEL, ANSI//AWS D1.6-07.

16. WELDING OF SEISMIC FORCE RESISTING SYSTEMS - IN ADDITION TO THE GENERAL WELDING

REQUIREMENTS, THE FOLLOWING REQUIREMENTS APPLY TO WELDS USED IN MEMBERS AND

CONNECTIONS WHICH ARE PART OF A SEISMIC FORCE RESISTING SYSTEM AS IDENTIFIED IN

THE DRAWINGS. WELDING SHALL CONFORM TO AWS D1.8 "STRUCTURAL WELDING CODE -

SEISMIC SUPPLEMENT." WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING

PROCEDURE SPECIFICATION AS REQUIRED IN AWS D1.1 AND AWS D1.8 AND SHALL BE

APPROVED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. WELDS

SHALL BE MADE WITH A FILLER MEETING THE REQUIREMENTS SPECIFIED IN CLAUSE 6.3 OF AWS

D1.8.

17.WELDS SPECIFIED AS "DEMAND CRITICAL" (DC) ON THE DRAWINGS SHALL BE MADE WITH A

FILLER METAL MEETING THE REQUIREMENTS SPECIFIED IN CLAUSE 6.3 OF AWS D1.8.

STEEL DECK NOTES

1. REFER TO STEEL DECK SPECIFICATIONS (UFGS 05 30 00) FOR ADDITIONAL INFORMATION.

2. DECK ERECTION CONTRACTOR SHALL CUT DECK TO SUIT DETAILS AT ALL FRAMED OPENINGS

AS INDICATED ON THE DRAWINGS.

3. THE OPENINGS SHOWN ON THE FRAMING PLANS INDICATE THE GENERAL ARRANGEMENT AND

LOCATION ONLY. VERIFY OUTING LENGTH OF DECK WITH ELECTRICAL AND MECHANICAL

DRAWINGS.

4. ALL WELDERS SHALL BE CERTIFIED FOR LIGHT GAGE STEEL WELDING IN THE STATE OF

WASHINGTON. ALL FIELD WELDING SHALL BE PERFORMED IN THE PRESENCE OF THE WELDING

SPECIAL INSPECTOR.

5. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED OF THE WELDING.

6. THE EFFECTIVE AREA OF A 3/4" PLUG WELD SHALL NOT BE LESS THAN 1/2"Ø

7. ALL LIGHT GAGE STEEL DECKING AND FLASHING SHALL BE FABRICATED OF SHEET METAL

CONFORMING TO A.S.T.M. A-446.

8. DECKING SHALL BE GALVANIZED PER COATING DESIGNATION G60 IN ACCORDANCE WITH ASTM

A653, UNLESS NOTED OTHERWISE.

9. EDGE OF PERIMETER CLOSURE SHALL BE HELD WITHIN ±1/2" OF THE DIMENSIONS REQUIRED ON

THE ARCHITECTURAL DRAWINGS. CONFIRM THE LOCATION OF THE BEAM AND COLUMN

CENTER LINES FROM FIXED REFERENCE EDGE LINES.

10. MINIMUM DECK SECTION PROPERTIES SHALL BE AS FOLLOWS:

GAUGE DEPTH +I (IN) -I (IN) +S(IN) -S(IN)

18 1 1/2" 0.302 0.306 0.314 0.331

ADHESIVE ANCHORS

1. ADHESIVE ANCHORS SHALL BE "HIT HY-200" ADHESIVE ANCHORS, MANUFACTURED BY HILTI, INC.

OR APPROVED EQUAL, ASTM DESIGNATION F1554 GR. 36, U.N.O. FOR CONCRETE APPLICATIONS.

ANCHORS SHALL BE "SIMPSON SET-XP" ADHESIVE ANCHORS, MANUFACTURED BY SIMPSON

STRONG-TIE, INC. OR APPROVED EQUAL, ASTM DESIGNATION F1554 GR. 36, U.N.O. FOR

MASONRY APPLICATIONS.

2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ICC-ES EVALUATION REPORT NO. 3187

FOR HILTI HY-200, AND ICC-ES EVALUATION REPORT (UES) NO. 265 FOR SIMPSON SET-XP.

3. SPECIAL INSPECTION PER CHAPTER 1705.3 OF THE I.B.C. SHALL BE PROVIDED DURING ANCHOR

INSTALLATION.

4. AN ALTERNATIVE ADHESIVE ANCHOR PRODUCT MAY BE SUBMITTED TO THE ENGINEER FOR

APPROVAL, PROVIDED THAT IT HAS A CURRENT ICC-ES EVALUATION REPORT APPROVAL.

5. ALL ABANDONED HOLES SHALL BE FILLED WITH A DRYPACK GROUT A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 5,000 PSI. THE FILLED HOLE(S) SHALL BE PREPARED AND

CLEANED AS REQUIRED BY THE GROUT MANUFACTURER.

6. LOCATE EXISTING REINFORCING USING A NON-DESTRUCTIVE METHOD (PACHOMETER OR

OTHER PRIOR TO STEEL FABRICATION OF THE AFFECTED COMPONENTS AND PRIOR TO

DRILLING HOLES FOR ANCHORS. MAINTAIN A MINIMUM CLEARANCE OF 1" BETWEEN THE

REINFORCEMENT AND THE ANCHOR. NOTIFY ENGINEER IF ADHESIVE ANCHORS CANNOT BE

INSTALLED DUE TO REBAR INTERFERENCE(S) SO STRUCTURAL STEEL DETAILING SHOWN

HEREON CAN BE MODIFIED TO ACCOMMODATE.

DESIGN CRITERIA

DESIGN CODES AND REFERENCES:

- 2018 INTERNATIONAL BUILDING CODE

- ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER

STRUCTURES

- AISC MANUAL OF STEEL CONSTRUCTION, LRFD 15TH EDITION

- ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

- UFC 1-200-01, DOD BUILDING CODE

- UFC 3-301-01, STRUCTURAL ENGINEERING

LIVE LOADS:

ROOF LIVE LOAD = 20 PSF (ROOFS, ORDINARY FLAT)

SEISMIC DESIGN PARAMETERS:

ANALYSIS PROCEDURE USED: MODAL RESPONSE ANALYSIS

LOCATION: FAIRCHILD AIR FORCE BASE

SITE CLASS: C

SEISMIC DESIGN CATEGORY: B

Fa = 1.3 Fv = 1.5

Ss = 0.307g S1 = 0.113g

SDs = 0.266g SD1 = 0.113g

INTERIOR IMPROVEMENT STRUCTURES

OCCUPANCY CATEGORY: III

Ie = 1.25

R = 1.25 (ASCE 7-16 TABLE 12.2-1: STEEL ORDINARY CANTILEVER COLUMN SYSTEMS)

DESIGN BASE SHEAR = 0.266*W

R = 3.50 (ASCE 7-16 TABLE 12.2-1: STEEL ORDINARY MOMENT FRAMES)

DESIGN BASE SHEAR = 0.095*W

R = 5.00 (ASCE 7-16 TABLE 12.2-1: SPECIAL REINFORCED MASONRY SHEAR WALLS)

DESIGN BASE SHEAR = 0.067*W

SOIL DESIGN PARAMETERS (BASED ON GEOTECHNICAL INVESTIGATION PERFORMED BY LANDAU

ASSOCIATES):

ALLOWABLE SOIL BEARING = 1300 PSF + 1/3 INCREASE FOR SHORT DURATION LOADS

PASSIVE SOIL PRESSURE = 240 PSF/FT

COEFFICIENT OF FRICTION = 0.35

STRUCTURAL OBSERVATION

STRUCTURAL OBSERVATION AS REQUIRED BY IBC CHAPTER 17, AND AS DEFINED BY IBC SECTION

1702. STRUCTURAL OBSERVATIONS SHALL BE PROVIDED DURING THE STAGES OF CONSTRUCTION

LISTED BELOW.

1. CONCRETE:

REINFORCING STEEL AND EMBEDDED STRUCTURAL ANCHORAGES PRIOR TO PLACEMENT

OF CONCRETE FOR FOLLOWING:

A. FOUNDATIONS

2. STRUCTURAL STEEL:

A. ERECTED COLUMN, BEAMS AND GIRDERS, PRIOR TO INSTALLATION OF ROOF JOISTS,

TRUSSES AND DECKING

DEFERRED SUBMITTALS/CERTIFICATIONS

1. OFF-SITE FABRICATION:

FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMPLIANCE FOR ALL OFFSITE

FABRICATION OF THE ITEMS LISTED BELOW:

A. STRUCTURAL STEEL (MILL REPORTS AND IDENTIFICATION OF STEEL, AFFIDAVIT OF

COMPLIANCE).

2. DEFERRED SUBMITTALS/CERTIFICATIONS:

SUBMITTAL DOCUMENTS FOR THE DEFERRED SUBMITTAL ITEMS LISTED BELOW SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. THE DEFERRED SUBMITTAL

ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE

BEEN APPROVED BY THE CONTRACTING OFFICER.

A. CONCRETE MIX

ANCHOR BOLT

AMERICAN CONCRETE INSTITUTION

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ARCHITECT

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AMERICAN WELDING SOCIETY

BOTTOM

BOTTOM OF CEILING

BOTTOM OF ROOF

CLEAR

CONCRETE MASONRY UNIT

CONCRETE

CONSTRUCTION

CONTINUOUS

CONCRETE REINFORCING STEEL INSTITUTE

DIAMETER

EXISTING

EACH

EACH FACE

ELEVATION

ELEVATION

EQUAL

EACH WAY

EXISTING

FOUNDATION

FINISH FLOOR

FINISH GRADE

FINISHED SURFACE

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GENERAL

HIGH

HORIZONTAL

HOLLOW STEEL SECTION

HEIGHT

INTERNATIONAL BUILDING CODE

INTERNATIONAL CODE COUNCIL

INVERT

KIPS

KIPS PER SQUARE INCH

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

NUMBER

NOT TO SCALE

ON CENTER

POUNDS PER CUBIC FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REINFORCING

REQUIRED

SQUARE FEET

SIMILAR

SPECIFICATIONS

SHEET METAL SCREW

SQUARE

STRUCTURAL

TOP OF

TOP OF FOOTING

TOP OF ROOF

TOP OF STEEL

TOP OF WALL

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WIDE

WITH

WIDE FLANGE

AT

AND

NUMBER

A.B.

A.C.I.

A.I.S.C.

ARCH.

A.S.T.M.

A.W.S.

BTM.

B.O.C.

B.O.R.

CLR.

CMU

CONC.

CONST.

CONT.

C.R.S.I.

DIA.

(E)

EA.

E.F.

EL.

ELEV.

EQ.

E.W.

EXIST.

FDN.

F.F.

F.G.

F.S.

GA.

GALV.

G.C.

GEN.

H

HORIZ.

HSS

HT.

IBC

ICC

INV

K

KSI

MAX.

MECH.

MFR.

MIN.

M.O.

NO.

N.T.S.

O.C.

PCF

PSF

PSI

REINF.

REQ'D.

SF

SIM.

SPECS.

S.M.S.

SQ.

STRUCT.

T.O.

T.O.F.

T.O.R.

T.O.S.

T.O.W.

TYP.

U.N.O.

VERT.

W w/

WF

STRUCTURAL ABBREVIATIONS

PROJ:

DESN:

w w w t e t r a t e c h c o m

M A

R K

D A

T E

D E

S C

R I P

T I O

N B

Y

P

M

P

C

A D

S

H E

E T

F I L

E S

S

P E

C I A

L

I N

S P

E C

T I O

N S

D

A Y

R A

M

A R

K

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C o p y r i g h t

T e t c h

T

Y P

E

B

B

M I T

T A

L

200-38546-19018

R E

P A

S

T

H

A N

G A

R S

H O

P S

W A

S H

I N

G T

T

I O

N A

L

G

U A

R D s t

A

F

U E

L I N

G

W

I N

G

F

A I R

C H

I L

D

A

F B

W

A

S-002

S P

E C

I A

L

I N

S P

E C

T I O

N S

MO

MH

MY

STEEL CONSTRUCTION (STRUCTURAL STEEL):

R - INSPECT THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING

THESE INSPECTIONS

C - INSPECT THESE ITEMS ON A CONTINUOUS BASIS

1. INSPECTION TASKS PRIOR TO WELDING

A. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE

B. MANUFACTURERS CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

C. MATERIAL IDENTIFICATION (TYPE/GRADE)

D. WELDER IDENTIFICATION SYSTEM

E. FIT-UP OF GROOVE WELDS (INCLUDING GEOMETRY)

- JOINT PREPARATION

- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

- CLEANLINESS (CONDITION OF STEEL SURFACES)

- TACKING (TACK WELD QUALITY AND LOCATION)

- BACKING TYPE AND FIT (IF APPLICABLE)

F. CONFIGURATION AND FINISH OF ACCESS HOLES

G. FIT-UP OF FILLET WELDS

- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

- CLEANLINESS (CONDITION OF STEEL SURFACES)

- TACKING (TACK WELD QUALITY AND LOCATION)

2. INSPECTION TASKS DURING WELDING

A. USE OF QUALIFIED WELDERS

B. CONTROL AND HANDLING OF WELDING CONSUMABLES

- PACKAGING

- EXPOSURE CONTROL

C. NO WELDING OVER CRACKED TACK WELDS

D. ENVIRONMENTAL CONDITIONS

- WIND SPEED WITHIN LIMITS

- PRECIPITATION AND TEMPERATURE

E. WPS FOLLOWED

- SETTINGS ON WELDING EQUIPMENT

- TRAVEL SPEED

- SELECTED WELDING MATERIALS

- SHIELDING GAS TYPE/FLOW RATE

- PREHEAT APPLIED

- INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

- PROPER POSITION (F, V, H, OH)

F. WELDING TECHNIQUES

- INTERPASS AND FINAL CLEANING

- EACH PASS WITHIN PROFILE LIMITATIONS

- EACH PASS MEETS QUALITY REQUIREMENTS

3. INSPECTION TASKS AFTER WELDING

A. WELDS CLEANED

B. SIZE, LENGTH AND LOCATION OF WELDS

C. WELDS MEET VISUAL ACCEPTANCE CRITERIA

- CRACK PROHIBITION

- WELD/BASE-METAL FUSION

- CRATER CROSS SECTION

- WELD PROFILES

- WELD SIZE

- UNDERCUT

- POROSITY

D. ARC STRIKES

E. K-AREA

- WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS

HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA

FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD

F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

G. REPAIR ACTIVITIES

H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

SPECIAL INSPECTIONS

REQUIRED ( YES NO)

R C N/A

CONCRETE CONSTRUCTION:

1. INSPECTION OF REINFORCING STEEL AND PLACEMENT

2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE

WITH I.B.C. TABLE 1705.3, ITEM 2.

3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE

LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED.

4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS

5. VERIFYING USE OF REQUIRED DESIGN MIX

6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR

CONTENT TEST, AND DETERMINE THE TEMPERATURE OF THE

CONCRETE

7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR

PROPER APPLICATION TECHNIQUES

8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES

9 VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO

REMOVAL OF SHORES AND FORMS FROM BEAMS AND

STRUCTURAL SLABS

10. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF

CONCRETE MEMBER BEING FORMED

MASONRY CONSTRUCTION (LEVEL B, FOR RISK CATEGORY I, II AND III):

1. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION

DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED.

2. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE PROJECT SITE FOR

SELF-CONSOLIDATING GROUT

3. VERIFICATION OF F'm AND F'AAC PRIOR TO CONSTRUCTION

4. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS

5. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN

COMPLIANCE:

A. PROPORTIONS OF SITE-PREPARED MORTAR

B. CONSTRUCTION OF MORTAR JOINTS

C. LOCATION OF REINFORCEMENT, CONNECTORS, AND ANCHORAGES

D. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY

6. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

A. GROUT SPACE

B. GRADE, TYPE , SIZE OF REINFORCEMENT AND ANCHOR BOLTS

C. PLACEMENT OF REINFORCEMENT AND CONNECTORS

D. CONSTRUCTION OF MORTAR JOINTS

7. VERIFY DURING CONSTRUCTION:

A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS

B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING

OTHER DETAILS OF ANCHORAGE OF MASONRY TO

STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION

C. WELDING OF REINFORCING BARS

D. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING

EXTREME WEATHER CONDITIONS

(TEMPERATURE BELOW 40°F (4.4°C)) OR

(TEMPERATURE ABOVE 90°F (32.2°C))

E. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION

OF THIN-BED MORTAR JOINTS

8. OBSERVE PREPARATION OF ANY GROUT SPECIMENS, MORTAR

SPECIMENS AND/OR PRISMS

CONT PERIODIC N/A

REQUIRED VERIFICATION AND INSPECTION OF SOILS (TO BE PERFORMED UNDER THE

RESPONSIBLE CHARGE OF A LICENSED GEOTECHNICAL ENGINEER):

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE

THE DESIGN BEARING CAPACITY

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND

HAVE REACHED PROPER MATERIAL

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL

MATERIALS

4. PERFORM CLASSIFICATION AND TESTING OF NATIVE SOILS TO

VERIFY ANY SOIL PROPERTIES ASSUMED AS PART OF DESIGN

FOR THIS PROJECT IN THE ABSENCE OF A SOILS REPORT

(SEE SOIL PROPERTIES ON THIS DRAWING). THIS TESTING

SHALL BE PERFORMED IN ADVANCE OF ANY CONSTRUCTION. THE

STRUCTURAL ENGINEER SHALL BE NOTIFIED IF THE ASSUMED

VALUES ARE NOT VALID.

5. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF

COMPACTED FILL

6. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE

AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY

CONT PERIODIC N/A

SPECIAL INSPECTIONS REQUIRED

SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE

WITH I.B.C. CHAPTER 17. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN APPROVED

INSPECTION AGENCY U.N.O, EMPLOYED BY THE OWNER.

THE SPECIAL INSPECTOR SHALL BE CERTIFIED BY THE INTERNATIONAL CODE COUNCIL (I.C.C.)

TO PERFORM INSPECTION FOR THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION

REQUIRING SPECIAL INSPECTION PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL

AND/OR THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE

STRUCTURAL ENGINEER AND TO THE BUILDING OFFICIAL.

THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE

WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,

IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE

WORKMANSHIP PROVISIONS OF THIS CODE.

IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE AT LEAST 48 HOURS

ADVANCE NOTICE TO THE OWNER/OWNER'S REPRESENTATIVE WHEN HIS WORK IS READY FOR

ANY REQUIRED SPECIAL INSPECTIONS.

SHOP INSPECTION OF STEEL CONSTRUCTION IS NOT REQUIRED WHEN THE WORK IS DONE ON

THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK

WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE

FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC

AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT

COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF

COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN

ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

CONTRACTOR RESPONSIBILITY

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR

SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR

SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL

SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE

OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE

CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGMENT OF

AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL

INSPECTION.

OWNER OR OWNER'S REPRESENTATIVE SHALL BE SYNONYMOUS WITH 'BUILDING OFFICIAL' IN

THE FOREGOING IF THE PROJECT IS NOT UNDER THE JURISDICTION OF A BUILDING

DEPARTMENT

SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF WORK PERFORMED

IN THE FIELD, OR NOT PERFORMED IN AN APPROVED FABRICATION SHOP AS DEFINED ABOVE,

UNLESS NOTED AS "N/A".

OF STEEL, AFFIDAVIT OF COMPLIANCE)

A. CONCRETE MIX

DEFERRED SUBMITTALS/CERTIFICATIONS

REQUIRED ( YES NO)

SUBMITTALS

N/A

REQUIRED ( YES NO)

STRUCTURAL OBSERVATIONS

STRUCTURAL OBSERVATION

THE STRUCTURAL ENGINEER, OR ANOTHER ENGINEER DESIGNATED BY THE

STRUCTURAL ENGINEER SHALL BE RETAINED BY THE OWNER TO PERFORM

STRUCTURAL OBSERVATION AS REQUIRED BY I.B.C. CHAPTER 17.

STRUCTURAL OBSERVATION SHALL BE PROVIDED DURING THE STAGES OF

CONSTRUCTION LISTED BELOW. IT SHALL BE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR TO PROVIDE AT LEAST 48 HOURS ADVANCE NOTICE TO

THE STRUCTURAL ENGINEER WHEN HIS WORK IS READY FOR STRUCTURAL

OBSERVATION FOR EACH OF THESE STAGES.

1. CONCRETE:

REINFORCING STEEL AND EMBEDDED STRUCTURAL

ANCHORAGES PRIOR TO PLACEMENT OF

CONCRETE FOR THE FOLLOWING:

A. FOUNDATIONS

B. SLABS-ON-GRADE (EXCEPT SITE PAVING AND

FLATWORK)

2. MASONRY:

A. REINFORCING STEEL AND EMBEDDED STRUCTURAL

ANCHORAGES PRIOR TO GROUTING OF MASONRY WALLS

3. STRUCTURAL STEEL:

A. ERECTED COLUMN, BEAMS AND GIRDERS, PRIOR

TO INSTALLATION OF ROOF AND FLOOR JOISTS,

TRUSSES AND DECKING

4. WOOD FRAMING:

A. ROOF, FLOOR AND WALL FRAMING AND MEMBER

CONNECTIONS, AND STRUTS AND CHORDS,

PRIOR TO INSTALLATION OF SHEATHING OR

ANY COVERING THAT WOULD CONCEAL THE

STRUCTURAL FRAME

B. PLYWOOD ROOF, FLOOR AND WALL SHEATHING

PRIOR TO INSTALLATION OF ROOFING AND

ANY OTHER BUILDING MATERIALS THAT WOULD

CONCEAL THE NAILING

1. OFF-SITE FABRICATION:

FOR ALL OFFSITE FABRICATION OF THE ITEMS

LISTED BELOW:

A. TRUSSES

B. STRUCTURAL STEEL (MILL REPORTS AND IDENTIFICATION

2. DEFERRED SUBMITTALS:

SUBMITTAL DOCUMENTS FOR THE DEFERRED SUBMITTAL ITEMS

LISTED BELOW SHALL BE DESIGNED BY A LICENSED PE OR SE

AND SUBMITTED BY THE CONTRACTOR TO THE BUILDING

DEPARTMENT/APPROVAL AGENCY AND STRUCTURAL ENGINEER

FOR REVIEW AND APPROVAL. THE DEFERRED SUBMITTAL ITEMS

SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL

DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

ADHESIVE ANCHORS:

1. VERIFY ANCHOR TYPE:

2. VERIFY ADHESIVE IDENTIFICATION AND

EXPIRATION DATE

3. VERIFY ANCHOR DIMENSIONS:

4. VERIFY CONCRETE TYPE:

5. VERIFY CONCRETE COMPRESSIVE STRENGTH

6. VERIFY HOLE DRILLING METHOD

7. VERIFY HOLE DIMENSIONS

8. VERIFY HOLE CLEANING PROCEDURES

9. VERIFY ANCHOR SPACING

10. VERIFY EDGE DISTANCES

11. VERIFY CONCRETE THICKNESS

12. VERIFY ANCHOR EMBEDMENT

13. VERIFY TIGHTENING TORQUE

14. VERIFY ADHERENCE TO THE MANUFACTURER'S

PRINTED INSTALLATION INSTRUCTIONS

THE SPECIAL INSPECTOR MUST VERIFY THE INITIAL INSTALLATIONS OF EACH

TYPE AND SIZE OF ADHESIVE ANCHOR INSTALLED BY THE CONSTRUCTION

PERSONNEL ON SITE. SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE

AND SIZE BY THE SAME CONSTRUCTION PERSONNEL MAY BE PERMITTED, WITH

THE APPROVAL OF THE ENGINEER AND THE SPECIAL INSPECTOR, TO BE

PERFORMED IN THE ABSENCE OF THE SPECIAL INSPECTOR. ANY CHANGE IN THE

ANCHOR PRODUCT BEING INSTALLED OR THE PERSONNEL PERFORMING THE

INSTALLATION REQUIRES AN INITIAL INSPECTION. FOR ONGOING INSTALLATIONS

OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR

INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION OF THE

PRODUCT. THE SPECIAL INSPECTOR SHALL INFORM THE ENGINEER OF THE

FREQUENCY OF THE PERIODIC ANCHOR INSPECTIONS. THE ENGINEER MAY

REQUEST ADDITIONAL INSPECTIONS AT ANY TIME.

CONT PERIODIC N/A

STEEL CONSTRUCTION (STRUCTURAL STEEL CONT.):

4. INSPECTION TASKS PRIOR TO BOLTING

A. MANUFACTURER'S CERTIFICATION AVAILABLE FOR FASTENER MATERIAL

B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE,

BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FORM SHEAR PLANE)

D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING

SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET

APPLICABLE REQUIREMENTS

F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS

USED

G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER

COMPONENTS

5. INSPECTION TASKS DURING BOLTING

A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND

WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED

B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING

OPERATION

C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FOR

ROTATING

D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC

SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID

POINT TOWARD THE FREE EDGES

6. INSPECTION TASKS AFTER BOLTING

A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONECTIONS

7. INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR

TO CONCRETE PLACEMENT

A. PLACEMENT AND INSTALLATION OF STEEL DECK

B. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS

R C N/A

STEEL CONSTRUCTION (OTHER THAN STRUCTURAL STEEL):

1. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED

IN THE APPROVED CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFIED TEST REPORTS.

2. INSPECTION OF WELDING

A. COLD-FORMED STEEL DECK

1) FLOOR AND ROOF DECK WELDS.

B. REINFORCING STEEL

1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN

ASTM A 706

2)…