Attachment 0003 -- 21R5008 -- APPENDIX B PLANS.pdf

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ROCK ISLAND ARSENAL

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APPENDIX B

BLDG 332 CONSTRUCT TMDE LAB

PROJECT:

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A1

INDEX OF DRAWINGS

GENERAL

TITLE OF DRAWING

ID.

SHEET

ID.

SHEET

TITLE OF DRAWING

ID.

SHEET

TITLE OF DRAWING

ID.

SHEET

TITLE OF DRAWING

ARCHITECTURAL

COVER SHEETG-001

PROJECT LOCATION AND DRAWING INDEXG-002

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VICINITY MAP

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G I

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E X

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P R

O J E

C T L

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C2

AERIAL MAP OF ROCK ISLAND ARSENAL

NOT TO SCALE (NTS)NOT TO SCALE (NTS)

ARSENAL

ROCK ISLAND

ILLINOIS

IOWA

INDIANA

KENTUCKY

MISSOURI

WISCONSIN

CHICAGO

ST. LOUIS

G-002G-002

GENERAL LOCATION OF THE PROJECT

DEMOLITION PLANA-101

NEW WORK PLANA-102

REFLECTED CEILING PLANA-103

ELECTRICAL

FIRE PROTECTION

DOOR, WINDOW, AND WALL DETAILS A-501 MECHANICAL EQUIPMENT SCHEDULES NEW WORKM-016

MECHANICAL EQUIPMENT SCHEDULES NEW WORKM-015

MECHANICAL DDC AND EQUIPMENT SCHEDULES NEW WORKM-014

MECHANICAL DDC SCHEDULES NEW WORKM-013

MECHANICAL DETAILS NEW WORKM-012

MECHANICAL DETAILS NEW WORKM-011

MECHANICAL DETAILS NEW WORKM-010

MECHANICAL DETAILS NEW WORKM-009

MECHANICAL BUILDING SECTIONS NEW WORKM-008

MECHANICAL PIPING ENLARGED MECHANICAL ROOM NEW WORKM-007

MECHANICAL SHEETMETAL ENLARGED MECHANICAL ROOM NEW WORKM-006

MECHANICAL PIPING FIRST FLOOR PLAN NEW WORKM-005

MECHANICAL SHEETMETAL FIRST FLOOR PLAN NEW WORKM-004

MECHANICAL PIPING FIRST FLOOR PLAN DEMOLITIONM-003

MECHANICAL SHEETMETAL FIRST FLOOR PLAN DEMOLITIONM-002

MECHANICAL ABBREVIATIONS, SYMBOLS AND GENERAL NOTESM-001

PLUMBING FIRST FLOOR PLAN DEMOLITION / NEW WORKP-002

UNDERFLOOR PLUMBING FIRST FLOOR PLAN DEMOLITION / NEW WORKP-001

ABBREVATIONS, SYMBOLS, AND GENERAL SHEET NOTESG-003

GENERAL SPECIFICATIONS AND NOTESG-004

PROJECT LOCATION AND EQUIPMENT MOVING REQUIREMENTSG-005

LIST OF EQUIPMENT, FURNITURE, AND ITEMS TO BE MOVEDG-006

HAZARDOUS MATERIALS PLAN

HAZARDOUS MATERIALS PLANH-101

STRUCTURAL PLAN

STRUCTURAL PLANS-101

PROPOSED EQUIPMENT PLACEMENT PLANA-104

WALL TYPES AND DOOR DETAILSA-501

BLDG 332 PHOTOS IA-902

BLDG 332 PHOTOS IIA-903

BLDG 332 PHOTOS IIIA-904

PHOTO KEY BLDG 131 SECOND FLOORA-905

PHOTO KEY BLDG 332A-901

ARCHITECTURAL

BLDG 131 PHOTOS I A-906

BLDG 131 PHOTOS IIA-907

BLDG 131 PHOTOS IIA-907

PLUMBING

MECHANICAL

FIRE PROTECTION FIRST FLOOR PLAN DEMOLITION / NEW WORK FP-002

ELECTRICAL EQUIPMENT SCHEDULES NEW WORKE-014

ELECTRICAL ONE LINE DIAGRAM NEW WORKE-013

ELECTRICAL PANEL SCHEDULE NEW WORKE-012

ELECTRICAL PANEL SCHEDULE NEW WORKE-011

ELECTRICAL PANEL SCHEDULE NEW WORKE-010

ELECTRICAL DETAILS NEW WORKE-009

ELECTRICAL SYSTEMS FIRST FLOOR PLAN NEW WORKE-008

ELECTRICAL LIGHTING FIRST FLOOR PLAN NEW WORKE-007

ELECTRICAL POWER ENLARGED MECHANICAL ROOM NEW WORKE-006

ELECTRICAL POWER FIRST FLOOR PLAN NEW WORKE-005

ELECTRICAL POWER FIRST FLOOR PLAN NEW WORKE-004

ELECTRICAL LIGHTING FIRST FLOOR PLAN DEMOLITIONE-003

ELECTRICAL POWER FIRST FLOOR PLAN DEMOLITIONE-002

ELECTRICAL ABBREVIATIONS, SYMBOLS AND GENERAL NOTESE-001

FIRE PROTECTION FIRST FLOOR PLAN EXISTING WORKFP-001

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GENERAL NOTES

A-000

A-000

A-000

SECTION NUMBER

SECTION IS DRAWN

DWG. NO. WHERE

SECTION MARK

A-000

ELEVATION NUMBER

ELEVATION IS DRAWN

DWG. NO. WHERE

BUILDING ELEVATION MARK

NUMBER (TYP.)

ELEVATION

ELEVATION IS DRAWN

DWG. NO. WHERE

INTERIOR ELEVATION MARK

DETAIL IS DRAWN

DWG. NO. WHERE

CALLOUT HEAD

NUMBER (TYP.)

DETAIL

AREA COVERED BY DETAIL

DOOR TAG WINDOW TAG

TAG

KEYNOTE

SCALE

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

A1

PLAN, ELEVATION, SECTION, OR DETAIL NAME

PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

PLAN SYMBOLS:

SYMBOLS:

VIEW TITLES:

CL

A N

D G

E N

E R

A L S

H E

E T N

O T

E S

A B

B R

E V

A T

IO

N S S

Y M

B O

L S

FE

FT

FDC

FAC

ETD

EXT

EXP TO STRUCT

EJ (EXP JT)

EXP

EXIST

EQ

EQUIP

ENGR

EP

ERD

EL

ELEC

EA

DWG

DESC

DS

DN

DR

DISP

DIM

DIA

DET

CY

CJ

CONTR

CONT

CONST

CMU

COR

COOR

CONC

COL

CO

CLOS

CO

CLR

CT

C TO C

CTR

CLG HT

CLG

CPT

CH

CFCI

BLDG

BTM

BD

BLKG

BM

BHMA

AWI

AVG

ATFP

ARCH

APPROX

APP

L

AL / ALUM

AC

ANOD

AB

ACOUST.

ADJ

ACCESS

ADAAG

ACC DR

AFF

FIRE EXTINGUISHER

FEET

FIRE DEPARTMENT CONNECTION

FACTORY

ESTIMATED TRAVEL DISTANCE

EXTERIOR

EXPOSED TO STRUCTURE

EXPANSION JOINT

EXPANSION / EXPOSED

EXISTING

EQUAL

EQUIPMENT

ENGINEER

EPOXY PAINT

EMERGENCY ROOF DRAIN

ELEVATION

ELECTRICAL OR ELECTRIC

EACH

DRAWING

DESCRIPTION

DOWNSPOUT

DOWN

DOOR

DISPENSER

DIMENSION

DIAMETER

DETAIL

CUBIC YARD

CONTROL JOINT

CONTRACTOR

CONTINUOUS

CONSTRUCTION

CONCRETE MASONRY UNIT

REPRESENTATIVE

CONTRACTING OFFICER'S

CORRIDOR

CONCRETE

COLUMN

COMPANY

CLOSET

CLEANOUT

CLEAR

CERAMIC TILE

CENTER TO CENTER

CENTER LINE

CENTER

CEILING HEIGHT

CEILING

CARPET

CHANNEL

INSTALLED

CONTRACTOR FURNISHED CONTRACTOR

BUILDING

BOTTOM

BOARD

BLOCKING

BEAM

ASSOCIATION, INC.

BUILDER'S HARDWARE MANUFACTURER'S

ARCHITECTURAL WOODWORK INSTITUTE

AVERAGE

ANTI TERRORISM / FORCE PROTECTION

AT

ARCHITECTURAL

APPROXIMATE

APPROVED

ANGLE

AND

ALUMINUM

AIR CONDITIONING

ANODIZED

ANCHOR BOLT

ACOUSTICAL

ADJUST/ ADJUSTABLE

ACCESSORIES

ACCESSIBILITY GUIDELINES

AMERICAN WITH DISABILITIES

ACCESS DOOR / PANEL

ABOVE FINISHED FLOOR

HEALTH ACT

OCCUPATIONAL SAFETY AND

OUTSIDE DIAMETER

OPPOSITE

OPEN WEB

OPENING

OPPOSITE HAND

GOVERNMENT INSTALLED

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED

ON CENTER

ASSOCIATION

NATIONAL FIRE PROTECTION

NOT TO SCALE

NUMBER

NOT IN CONTRACT

MISCELLANEOUS

MINIMUM

METAL WALL PANEL

METAL

MECHANICAL

MAXIMUM

MATERIAL

MANUFACTURER

MANAGER

MASONRY OPENING

MASONRY

LOW POINT

LOUVER

LONGITUDINAL

LIGHTING

LIGHT

LEFT HAND REVERSE

LEFT HAND

LAVATORY

LANDING

LAMINATE

KICK PLATE

JOIST

JOINT

CODE

INTERNATIONAL RESIDENTIAL

INTERIOR

INSULATION

INSIDE DIAMETER

INCH

CONDITIONING

HEATING VENTILATION & AIR

HOSE BIBB

HORIZONTAL

HOLLOW METAL

HIGH POINT

HIGH

HEIGHT

HARDWARE

HANDRAIL

HOOKS

GYPSUM BOARD

GYPSUM

GOVERNMENT

GLASS

GLOSSY PAINT

GOVERNMENT INSTALLED

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED

GYPSUM BOARD FURRING

GALVANIZED

GAGE OR GAUGE

FIELD VERIFY

FOUNDATION

FOOTING

FLUORESCENT

FLOOR DRAIN

FLOOR

FINISHED FLOOR

FLAT PAINT

FINISH

YARD

WINDOW ROUGH OPENING

WEATHERSTRIPPING

WATER RESISTANT GYPSUM BOARD

WITHOUT

WINDOW

WOOD

WALL CLEAN OUT

WATER CLOSET

WITH

WIDTH

VENT THRU ROOF

VINYL COVE BASE

VINYL COMPOSITION TILE

VESTIBULE

VERTICAL

UNLESS NOTED OTHERWISE

UNFINISHED

UNDERWRITERS LABORATORIES

UNIFIED FACILITIES CRITERIA

TYPICAL

TOUCH-UP

TOP OF WALL

TOP OF STEEL

TOP OF CURB

TOP OF CONCRETE

TOP OF BEAM

TOP OF

TEMPERED GLASS

THRESHOLD

THICK

TELEPHONE

TOILET

SUSPENDED

STRUCTURAL

STORAGE

STEEL

STANDARD

STAINLESS STEEL

STAIN

SQUARE

SPRAYED FIRE RESISTIVE MATERIAL

SPECIFICATION

SOUND TRANSMISSION CLASS

SIMILAR

SHEET METAL

SEMI-GLOSS PAINT

SECTION

SCHEDULE

SOLID CORE WOOD

SEALED CONCRETE

RUBBER BASE

ROUGH OPENING

ROOM

RIGHT HAND REVERSE

RIGHT HAND

ROOF DRAIN

REVISIONS / REVISED

REQUIRED

REINFORCEMENT

REFERENCE

QUARRY TILE

PREFABRICATED

PRE-MOLDED JOINT FILLER

POUNDS / SQUARE INCH

POUNDS / SQUARE FOOT

POUNDS

PLYWOOD

PLATE

PLASTER OR PLASTIC

PARTITION

PANEL

PAIR

PAINT OR PRESSURE TREATED

POWER DISTRIBUTION UNIT

OVERHEAD

OSHA

OD

OPP

OW

OPNG

OH

OFGI

OFCI

OC

NFPA

NTS

NO (#)

NIC

MISC

MIN

MWP

MTL

MECH

MAX

MATL

MANUF

MGR

MO

MAS

LP

LVR

LONG

LTG

LT

LHR

LH.

LAV

LDG

LAM

KP

JST

JT

IRC

INT

INSUL

ID

IN

HVAC

HB

HORIZ

HM

HP

H

HGT

HDW

HR

HKS

GYP BD (GWB)

GYP

GOVT

GL

GP

GFGI

GFCI

GBF

GALV

GA

FV

FDN

FTG

FLUOR

FD

FLR

FF

FP

FIN

YD

WRO

WS

WRGB

W/O

WDW

WD

WCO

WC

W/

W

VTR

VCB

VCT

VEST

VERT

UNO

UNFIN

UL

UFC

TYP

TU

T/W

TOW

T/C

TOC

TOB

T/

TG

T'HOLD

THK

TEL

TOIL / TLT

SUSP

STRUCT

STOR

STL

STD

SS

ST

SQ

SFRM

SPEC(S)

STC

SIM

SHT MET

SGP

SECT

SCHED

SCW

SC

RB

RO

RM

RHR

RH

RD

REV

REQ'D

REINF

REF

QT

PRE-FAB

PMJF

PSI

PSF

LBS OR #

PLYWD

PL

PLAS

PART

PNL

PR

PT

PDU

OVHD

G-003

MAY BE REQUIRED FOR WORK TO BE PERFORMED.

DEMOLITION OR NEW WORK MAY NOT BE SOLELY INDICATED ON THEIR CORRESPONDING SHEETS, BUT 16.

LISTED ON DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS.

GOVERNMENT APPROVAL. CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER. PRODUCTS ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS SHALL BE SUBMITTED FOR 15.

PERSONS AND PROPERTY AS NECESSARY.

PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND 14.

SPECIFICALLY NOTED OR SHOWN ON DRAWINGS.

DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR FLOOR SYSTEM UNLESS IT IS 13.

ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.12.

MANUFACTURER'S STANDARDS.

PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN ALL WORK PER PRODUCT 11.

APPLIED.

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE 10.

DO NOT SCALE DRAWINGS; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. 9.

AS ACCURATE. VERIFY EXISTING CONDITIONS THAT MAY AFFECT THE WORK PRIOR TO BID.

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DIMENSIONS AND PLANS ARE NOT WARRANTED 8.

MATERIALS AND RUBBISH.

THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF 7.

AGREEMENT.

ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK 6.

THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND/OR NEW WORK.5.

WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO 4.

SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS 3.

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO 2.

KEYNOTES APPLY TO ELEMENTS ON THE SHEET AS INDICATED, UNLESS NOTED OTHERWISE.

ALL PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT SHEET, UNLESS NOTED OTHERWISE.

THE COMPLETE PLAN SET AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE ENTIRE PROJECT TO INCLUDE 1.

RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT PENETRATE FLOORS, WALLS, OR ROOFING 29.

SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING.

ELECTRICAL AND PLUMBING WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS

PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL, 28.

A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL INDICATED. 27.

DETAILS.

REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND

NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE 26.

AND REGULATORY AGENCIES.

THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, 25.

THE CONTRACTOR SHALL COMPLY WITH INSTALLATION POLICIES AND PROCEDURES.24.

AUTHORITIES HAVING JURISDICTION.

THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM THE INSTALLATION 23.

IMMEDIATELY RESTORE POWER ONCE WORK IS COMPLETE AND SAFE CONDITIONS EXIST.

FOR BUILDING OCCUPANTS DURING NORMAL WORKING HOURS. THE CONTRACTOR SHALL

EXIST FOR BOTH THE CONTRACTOR AND BUILDING OCCUPANTS, THEN POWER SHALL BE RESTORED OUTSIDE NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. IF SAFE WORKING CONDITIONS SPECIFICATIONS. ALL WORK REQUIRING POWER REMOVAL SHALL BE DONE IN A TIMELY MANNER AND

THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR UTILITIES PER 22.

CLOSED ON GOVERNMENT HOLIDAYS. CONTACT THE C.O.R. FOR A LIST OF GOVERNMENT HOLIDAYS.

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR. THE FACILITY WILL BE

HOURS OUTSIDE THE NORMAL RANGE REQUIRES COORDINATION AND APPROVAL FROM THE

NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0700-1700, MONDAY THROUGH FRIDAY. 21.

DRAWINGS AND REQUEST ADDITIONAL INFORMATION PRIOR TO BIDDING.

EXCEPTIONS TO THIS RULE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW

LINE WORK. GRAY SCALE LINE WORK DENOTES EXISTING CONDITIONS. NOTE: THERE ARE

BEING INCLUDED IN THE WORK ARE GENERALLY SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A DRAWING, ITEMS NOTED AS 20.

STRUCTURES AS NECESSARY TO FACILITATE THE WORK.

CONTRACTOR SHALL EITHER PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, AND

TO PERFORM THE WORK AS AWARDED BY THE BASE BID, OPTION, OR CONTRACT MODIFICATION, THE 19.

DISPOSE OF DEMOLISHED AND WASTE MATERIALS OFF POST UNLESS OTHERWISE NOTED.18.

WITH C.O.R. AND FACILITY MANAGER.

CONTRACTOR SHALL COORDINATE PARKING, JOB TRAILER, STAGING AND OTHER NECESSARY SPACES 17.

ABBREVIATIONS

GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED

101 A AA 1

TYPE

WALL/ PARTITION

WARRANTY INFORMATION, FINISH SAMPLES, AND COLOR SAMPLES.

PRODUCT SPECIFICATIONS, INSTALLATION INSTRUCTIONS, ANY RELATED SHOP DRAWINGS,

APPROVAL. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING TYPES OF SUBMITTALS AT A MINIMUM:

PRODUCTS AND MATERIALS LISTED IN DRAWINGS SHALL BE SUBMITTED FOR GOVERNMENT 33.

INSTRUCTIONS. STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

INSTRUCTIONS. REQUIRED PREPARATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PRODUCTS SHALL BE INSTALLED AND/OR APPLIED ACCORDING TO THE MANUFACTURER'S PRINTED 32.

STORAGE LOCATION AT THE END OF THE WORK DAY.

BUILDING AT THE END OF EACH WORKING DAY. THE C.O.R. WILL DETERMINED THE DUMPSTER

BUILDINGS AT THE START OF THE WORKING DAY. DUMPSTERS WILL BE MOVED AWAY FROM THE

PRIOR TO THE REQUIREMENT. DUMPSTERS WILL BE EMPTY EACH TIME THEY ARE PLACED NEAR

REQUEST. THE CONTRACTOR WILL MAKE REQUESTS IN WRITING TO THE C.O.R. AT LEAST TWO WEEKS

BUILDINGS. DUMPSTERS CAN BE LOCATED ALONG THE BUILDING DURING WORKING HOURS UPON

DUMPSTERS MUST COMPLY WITH UFC 4-010-01 DoD MINIMUM ANTI-TERRORISM STANDARDS FOR 31.

ATTENTION OF THE C.O.R. PRIOR TO PROCEEDING WITH THE WORK.

CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE

WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY

INDUSTRY OR MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND

ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER. WORK SHALL CONFORM TO APPLICABLE 30.

G-004

A N

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DOOR HARDWARE SPECIFICATIONS

PAINTING

ACOUSTICAL CEILING TILE

METAL SUSPENSION SYSTEM

COLD FORMED STRUCTURAL STEEL

SEALANTS

REQUIREMENTS.

PREPARE SURFACES AND INSTALL SEALANT PER MANUFACTURER'S 2.

SURFACES APPLIED, DEPTH OF JOINTS, AND WIDTH OF JOINTS.

SEALANTS SHALL BE APPROVED BY THE MANUFACTURER FOR THE TYPE OF 1.

FINISHES SHALL BE SELECTED BY C.O.R.7.

WITH TB SPLINE.

TYPE WITH INSTALLATION LOCK AND SAFE. CYLINDER TYPE SHALL BE YALE

PROVIDE CYLINDERS, CORES, AND KEYS (3) FOR NEW LOCKS. COORDINATE 6.

DOOR HANDLES SHALL BE LEVER TYPE AND BE ADA APPROVED.5.

HINGES SHALL BE SECURITY TYPE WITH NON -REMOVABLE PINS.4.

FEATURES AND COMPONENTS.

DOOR HARDWARE SHALL MEET OR EXCEED BHMA GRADE 1 FOR ALL 3.

DOOR HARDWARE SHALL BE STAINLESS STEEL. 2.

ALL DOOR HARDWARE SPECIFICATIONS SHALL BE SUBMITTED FOR APPROVAL. 1.

MILDEW. INCLUDES SAG RESISTANCE PERFORMANCE.

PANEL THAT PROVIDES RESISTANCE AGAINST THE GROWTH OF MOLD AND

SPECTRUM ANTIMICROBIAL ADDITIVE ON THE FACE AND BACK OF THE

30 YEAR LIMITED SYSTEM WARRANTY PERFORMANCE: CONTAINS A BROAD 14.

WITH A SOFT BRUSH & VACUUMED.

ABUSE RESISTANT, HIGH DURABILITY AND CAN BE CLEANED EASILY B.

BIOBASED PRODUCT THAT IS USDA CERTIFIED. A.

PANEL FEATURES: 13.

01350).

PUBLIC HEALTH’S (CDPH) STANDARD METHOD V1.1-2010 (CA SECTION

LOW-EMITTING PERFORMANCE, MEETS CALIFORNIA DEPARTMENT OF

VOC EMISSIONS: THIRD PARTY (GREENGUARD GOLD) CERTIFIED FOR 12.

RECYCLED CONTENT: UP TO 59%.11.

MODULAR SIZE: 24 BY 24 INCHES.10.

PANEL THICKNESS: 5/8 INCH.9.

SUSPENSION GRID/WIDTH: DX/DXL 15/16 INCH.8.

EDGE/JOINT DETAIL: SLT BEVELED REVEAL.7.

CAC: NOT LESS THAN 33.6.

NRC: NOT LESS THAN 0.55.5.

LR: NOT LESS THAN 0.84.4.

COLOR: FLAT WHITE 050.3.

PATTERN: LIGHT TEXTUREC.

FORM: 2, WATER FELTEDB.

TYPE: III, MINERAL BASE WITH PAINTED FINISHA.

FOR TYPE, FORM AND PATTERN AS FOLLOWS:

CLASSIFICATION: PROVIDE CEILING PANELS COMPLYING WITH ASTM E 1264 2.

“RADAR”.

BASIS OF DESIGN IS BASED ON THE FOLLOWING: USG INTERIORS, LLC, 1.

INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS.14.

SYSTEM CONSISTENT WITH INDUSTRY STANDARDS.

PROVIDE ALL ACCESSORIES NECESSARY FOR A COMPLETE AND USABLE 13.

PROVIDE SHADOW LINE WALL ANGLE MOLDING.12.

PROVIDE 4' HANGER SPACING.11.

PRE-STRETCHED, NOT LESS THAN 12-GAUGE.

HANGER WIRE: GALVANIZED CARBON STEEL, SOFT TEMPER, 10.

COLOR SHALL BE FLAT WHITE.9.

CLASS A FIRE RATING MINIMUM.8.

CROSS TEE HEIGHT: 1". 7.

".2

1MAIN TEE HEIGHT: 1 6.

" WIDE.16

15TEE PROFILE: NARROW FACE 5.

FINISH.

STANDARD CORROSION RESISTANT BAKED ON POLYESTER ENAMEL PAINT

AND CAP, EXPOSED SURFACES PREFINISHED IN MANUFACTURER'S

GALVANIZED COLD-ROLLED STEEL, MINIMUM G30 GALVANIZED STEEL BODY

COMMERCIAL QUALITY PRETREATED AND PAINTED HOT-DIPPED

DOUBLE WEB, MAIN AND CROSS TEES AS DEFINED BY ASTM C635,

COLD ROLLED STEEL SUSPENSION SYSTEM: NARROW FACE, CAPPED, 4.

STRUCTURE.

ENGINEERS 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

CEILING SHALL COMPLY WITH ASCE/SEI AMERICAN SOCIETY OF CIVIL 3.

APPROVED ALTERNATE METHODS).

INSTALLED IN ACCORDANCE TO ASTM C636, ASTM E580 (INCLUDING

SEISMIC PERFORMANCE: SUSPENDED GRIDS AND CEILING PANELS SHALL BE 2.

“USG DONN BRAND DX/DXL 15/16" ACOUSTICAL SUSPENSION SYSTEM”.

THE BASIS OF DESIGN: IS BASED ON THE FOLLOWING: USG INTERIORS, LLC, 1.

ATTENUATION BATTS

FIBERGLASS INSULATION AND SOUND

RUBBER WALL BASE

ASTM E 662 SMOKE - 450 OR LESS4.

RUBBER, GROUP 1 -- SOLID, STYLE B - COVE

PRODUCTS SHALL MEET: ASTM F 1861 RESILIENT WALL BASE, TYPE TP 3.

" THICK. 8

1COLOR INTERGRATED RUBBER SHALL BE 2.

WALL BASE.

THE BASIS OF DESIGN FOR RUBBER WALL BASE IS ARMSTRONG 4" RUBBER 1.

PERCENT.

WATER VAPOR SORPTION, MAXIMUM BY WEIGHT: NOT MORE THAN 5 6.

ICC BUILDING CODE CONSTRUCTION CLASSIFICATION: ALL TYPES. 5.

ASTM E84.

FLAMESPREAD LESS THAN 25, SMOKE DEVELOPED LESS THAN 50 PER 4.

NONCOMBUSTIBLE PER ASTM E 136. 3.

SOUND ATTENUATION BATTS.

GLASS FIBER BATT TYPE, UNFACED. INCLUDES UNFACED SONOBATTS AND

BATT INSULATION: ASTM C 665, TYPE I, PREFORMED FORMALDEHYDE FREE 2.

CORNING ECOTOUCH KRAFT FACED BATT INSULATION.

THE BASIS OF DESIGN FOR FIBERGLASS INSULATION PANELS IS OWEN 1.

HM DOOR & DOOR FRAME SPECIFICATIONS

COLOR SELECTED BY CUSTOMER.

CONFORM TO ANSI A250.10. SITE PAINT DOORS WITH TWO FINISH COATS.

DOORS SHALL BE PRE-PRIMED BY THE MANUFACTURER. PRIMER SHALL 12.

DOORS AND FRAMES SHALL HAVE A G90 COATING.11.

WITH A SLIM STEEL TRIM.

GLAZING SHALL BE SECURITY TYPE. GLAZING POCKET SHALL BE 3/8" WIDE 10.

TO WALL FRAMING.

STUFF FRAMES FULL WITH MINERAL WOOL BEFORE PERMANENTLY SECURING 9.

INDICATED OTHERWISE.

DOORS SHALL BE 1 3/4" THICK. FRAMES SHALL BE 2" WITH A 2" HEAD UNLESS 8.

ACCORDANCE WITH SDI/DOOR A250.8.

INSTALL FRAMES IN ACCORDANCE WITH SDI/DOOR A250.11. HAND DOORS IN 7.

APPLICABLE REQUIREMENTS OF SDI/DOOR A250.8 AND SDI/DOOR A250.6.

PREPARE DOORS AND FRAMES FOR HARDWARE IN ACCORDANCE WITH THE

PROVIDE HARDWARE REINFORCING GAGES AS SPECIFIED IN SDI/DOOR A250.6. 6.

ANCHORS PER JAMB. SECURE FRAMES IN ACCORDANCE WITH SDI/DOOR 111.

CONSTRUCTION. PROVIDE HEAVY DUTY ANCHORS. PROVIDE AT LEAST 4

PROVIDE ANCHORS TO SECURE THE FRAME TO THE ADJOINING 5.

METAL.

WELDING CODE AND THE PRACTICE SPECIFIED BY THE PRODUCER OF THE

ACCORDANCE WITH THE RECOMMENDED PRACTICE OF THE STRUCTURAL

WELD STOPS AND RABBETS. GRIND WELDS SMOOTH. WELD FRAMES IN

CONTINUOUSLY WELD FRAME FACES AT CORNER JOINTS. CONTINUOUSLY 4.

SHAPES INDICATED, WITH WELDED CORNERS.

A250.8, LEVEL 4, EXCEPT OTHERWISE SPECIFIED. FORM FRAMES TO SIZES AND

PROVIDE STEEL FRAMES FOR DOORS. DOOR FRAMES SHALL MEET SDI/DOOR 3.

AND BOTTOM CAPS.

REINFORCEMENT. PROVIDE 7 GAUGE HINGE REINFORCEMENT. PROVIDE TOP

MEET DOOR PERFORMANCE LEVEL. PROVIDE 14 GAUGE CLOSER

FOAMED IN PLACE POLYURETHANE. PROVIDE STIFFENERS AS REQUIRED TO

PHYSICAL PERFORMANCE LEVEL A, MODEL 2 WITH CORE CONSTRUCTION OF

PROVIDE EXTRA HEAVY DUTY DOORS THAT MEET SDI/DOOR A250.8, LEVEL 3, 2.

POLYURETHANE CORE DOOR BY CECO.

" IMPERIAL 4

3APPROVAL. THE BASIS OF DESIGN FOR DOORS IS THE 1

ALL DOOR AND FRAME SPECIFICATIONS LISTED SHALL BE SUBMITTED FOR 1.

GYPSUM WALL BOARD (GWB) DRYWALL

DRYWALL SHALL HAVE A LEVEL 4 FINISH.6.

CHARACTERISTICS AND CORE COMBUSTIBILITY.

UL CLASSIFICATION AS TO FIRE RESISTANCE, SURFACE-BURNING 5.

THE INTERNATIONAL BUILDING CODE (IBC).

CLASSIFIED AS A CLASS A INTERIOR FINISH MATERIAL PER SECTION 803.1 OF 4.

MEET ASTM C1629 CLASSIFICATION FOR ABUSE-RESISTANT GYPSUM PANELS3.

" AND TYPE X GYPSUM WALLBOARD.8

5COMPLY WITH ASTM C1396 FOR 2.

BRAND AR FIRECODE X PANEL.

" THICK USG SHEETROCK 8

5THE BASIS OF DESIGN FOR DRYWALL SHALL BE 1.

SYSTEM CONSISTENT WITH INDUSTRY STANDARDS.

PROVIDE ALL ACCESSORIES NECESSARY FOR A COMPLETE AND USABLE 6.

JOINTS INDEPENDENTLY.

NON-LOAD-BEARING STEEL FRAMING MEMBERS. FRAME BOTH SIDES OF

DO NOT BRIDGE BUILDING CONTROL AND EXPANSION JOINTS WITH F.

INSTALL BRACING AT TERMINATIONS IN ASSEMBLIES.E.

ACCESSORIES, FURNISHINGS, OR SIMILAR CONSTRUCTION.

FIXTURES, EQUIPMENT SERVICES, HEAVY TRIM, GRAB BARS, TOILET

INSTALL SUPPLEMENTARY FRAMING, AND BLOCKING TO SUPPORT D.

LINE, WITH CONNECTIONS SECURELY FASTENED.

INSTALL FRAMING AND ACCESSORIES PLUMB, SQUARE, AND TRUE TO C.

C840 THAT APPLY TO FRAMING INSTALLATION.

GYPSUM BOARD ASSEMBLIES: COMPLY WITH REQUIREMENTS IN ASTM B.

STANDARD: ASTM C754.

INSTALL ACCORDING TO MANUFACTURER REQUIREMENTS AND A.

GENERAL INSTALLATION5.

INSTRUCTIONS.

SUBSTRATE CONDITIONS, AND MANUFACTURER'S WRITTEN INSTALLATION

CONDUCT PREINSTALLATION MEETING TO VERIFY PROJECT REQUIREMENTS,

AND REGULATIONS OF GOVERNMENT AGENCIES HAVING JURISDICTION.

OVER ALL FABRICATION AND ERECTION COMPLYING WITH PERTINENT CODES

CONTRACTOR PROVIDES EFFECTIVE, FULL-TIME QUALITY CONTROL B.

A VERIFIABLE CODE-COMPLIANCE PROGRAM.

INDUSTRY ASSOCIATION (SFIA) OR A SIMILAR ORGANIZATION THAT PROVIDES

WITH THE PRODUCT-CERTIFICATION PROGRAM OF THE STEEL FRAMING

DOCUMENTATION THAT FRAMING MEMBERS ARE CERTIFIED IN ACCORDANCE

CODE-COMPLIANCE CERTIFICATION OF STUDS AND TRACKS: PROVIDE A.

QUALITY ASSURANCE4.

WEB DEPTH: 3-5/8" AND 6". 3.

FLANGE SIZE: 1-1/4 INCHES .2.

KSI.

BASIS-OF-DESIGN PRODUCT: CLARKDIETRICH; PROSTUD/PROTRAK 33 MILS 33 1.

FIBERGLASS INSULATION BOARD

PLASTIC VAPOR BARRIER

SUBSTITUTE PRODUCTS SHALL MEET OR EXCEED BASIS OF DESIGN. 5.

APPROVED SEAM TAPE.

USE PRODUCTS FROM ONE MANUFACTURER AND MANUFACTURER 4.

A, B, & C.

PRODUCT MEETS OR EXCEEDS ALL REQUIREMENTS OF ASTM E1745 CLASS 3.

PRODUCT SHALL BE 10 MIL THICK AND MINIMUM 15'-0" WIDE. 2.

PRODUCTS MUST MEET REQUIREMENTS LISTED BELOW.

THE BASIS OF DESIGN SHALL BE THE PERMINATOR BY W.R. MEADOWS. 1.

VINYL COMPOSITE TILE (VCT)

STEEL BRIDGE CRANE SYSTEM

STEEL STORAGE CAGE

FINISH SHALL BE GRAY ACRYLIC ENAMEL.6.

VERTICAL STIFFENERS.

CONSTRUCTED OF SAME WIRE AS PANELS, BUT WITH HORIZONTAL AND

DOOR SHALL BE 5'- 0" WIDE WITH 8'-0" HEIGHT. STANDARD PADLOCK LUG. 5.

ANCHORS.

ALL ERECTION HARDWARE SHALL BE SUPPLIED TO INCLUDE FLOOR 4.

BASE PLATES.

POSTS SHALL BE 2" X 2" X 14 GAUGE STEEL TUBING WELDED TO 2" X 7" X 1/4" 3.

STEEL ANGLE FRAME.

X 1" RECTANGULAR MESH AND SECURELY WELDED TO A 1-1/4" X 1-1/4" X 1/8"

PANELS SHALL BE CONSTRUCTED OF 10 GAUGE STEEL WIRE WOVEN INTO 2" 2.

STYLE 840 PANELS AND DOORS.

THE BASIS OF DESIGN FOR THE STEEL STORAGE SYSTEM IS WIRE CRAFTERS 1.

MEASURED FROM THE FLOOR TO THE HOIST TROLLEY SHALL BE 10'-0".

POSTS. THE RUNWAY LENGTH SHALL BE 30'-0" MINIMUM. THE CLEARANCE AS

THE BRIDGE LENGTH SHALL BE 15'-0" AND FIT BETWEEN THE EXISTING WOOD 10.

OPERATED WITHIN THE SPACE.

CRANE MANUFACTURER PRIOR TO ASSURE SYSTEM WILL FIT AND CAN BE

CONTRACTOR SHALL VERIFY EXISTING BUILDING DIMENSIONS WITH BRIDGE 9.

TROLLEY TRACK AND INSTALL POWER TO HOIST.

NOTE: CUSTOMER WILL RE-USE EXISTING HOISTS. MOUNT ONE HOIST ON 8.

SECURE THREADED ROD INTO CONC WITH HILTI HIT-RE.

NUTS. EMBEDDED THREADED ROD A MIN. OF 6" INTO EXISTING CONCRETE.

INSTALL STRUCTURAL POSTS WITH 3/4" THREADED ROD, WASHERS, AND 7.

RUNWAY LENGTH.

INCLUDE ENOUGH FLAT ELECTRIC CABLE FOR BOTH THE BRIDGE AND 6.

OR MH27.2 BY AN INDEPENDENT THIRD PARTY PROFESSIONAL ENGINEER.

SYSTEM SHALL BE MMA-CERTIFIED THAT MEETS OR EXCEEDS ANSI MH27.1 5.

SYSTEM SHALL BE A FREE STANDING THAT MEETS OR EXCEEDS ANSI B30.11.4.

ON ROLLING SURFACES.

ENCLOSED TRUSSED STEEL TRACK DESIGN TO ELIMINATE DIRT AND DUST 3.

ACCESSORIES FOR A COMPLETE AND USABLE SYSTEM.

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ITEMS AND 2.

THE GORBEL GLCS-FS-2000-15-S-43-10.

THE BASIS OF DESIGN FOR THE STEEL CRANE BRIDGE SYSTEM SHALL BE 1.

TAPE JOINTS IN PANELS FOR A CONTINUOUS VAPOR BARRIER.6.

INSTALL SECURING PINS ACCORDING TO MANUFACTUER'S INSTRUCTION. 5.

SPREAD INDEX 25 AND SMOKE DEVELOPED INDEX 50.

SURFACE BURNING CHARACTERISTICS PER UL 723 ASTM E84: FLAME 4.

SUPPORT MOLD GROWTH.

CLEANABLE, WRINKLE-RESISTANT, RESISTS WATER STAINING, AND DOESN'T

PANELS SHALL HAVE A POLYMER FILM JACKET THAT IS SMOOTH, DURABLE, 3.

PANELS SHALL BE 4" THICK.2.

MANVILLE INSUL-SHIELD I/S 300 WITH FSK FACE..

THE BASIS OF DESIGN FOR FIBERGLASS INSULATION PANELS IS JOHNS 1.

EXISTING ROOF SYSTEM

INSTALL ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS.8.

MANUFACTURER'S APPROVED PRODUCTS.

PREPARATION PRODUCTS FROM ONE MANUFACTURER OR

USE A FLOOR SYSTEM TO INCLUDE TILES, ADHESIVES AND FLOORING 7.

INSTALLED ACCORDING TO FLOOR MANUFACTURER'S INSTRUCTIONS.

PRODUCT SHALL HAVE A 10 YEAR COMMERCIAL WARRANTY WHEN 6.

TESTED BY ASTM D2047/ UL 410.

STATIC COEFFICIENT OF FRICTION IS GREATER THAN OR EQUAL TO 0.5 AS 6.

TILE MEETS ASTM E 648 FOR CLASS 1 FLAME SPREAD. 5.

TILE MEETS ASTM E 662 WITH 450 OR LESS SMOKE EVOLUTION.4.

TILE MEETS OR EXCEED ASTM F 1066.3.

TILE DIMENSIONS SHALL BE 12" X 24".2.

RAFFIA STREAM WITH DIAMOND 10 TECHNOLOGY VCT.

THE BASIS OF DESIGN SHALL BE ARMSTRONG FLOORING PREMIUM EXCELON 1.

INSTALL ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS. 6.

COMPLETION.

LEAKS FOR NO LESS THAN 3 YEARS FROM THE DATE OF SUBSTANTIAL

THE CONTRACTOR SHALL WARRANT ROOF TOP PENETRATIONS AGAINST 5.

ROOF TOP HOODS, INTAKES, EXHAUSTS, UNITS, ETC.

CONTRACTOR SHALL PROVIDE A MINIMUM OF A 6" CURB HEIGHT FOR ALL

REGARDLESS OF THE ROOFING MANUFACTURER'S STANDARD DETAILS, THE 4.

PRODUCTS ACCEPTABLE FOR USE WITH A 25 YEAR WARRANTY SYSTEM.

FLASHING SHALL BE THE EPDM MANUFACTURER'S STANDARD DETAILS AND 3.

FLASHING, ETC.

MANUFACTURER'S 90 MIL EPDM, TAPES, ADHESIVES, PRE-FORMED

PENETRATIONS SHALL BE APPROPRIATELY FLASHED USING A SINGLE 2.

COVER BOARD.

6" OF INSULATION WITH A VAPOR BARRIER AGAINST THE ROOF DECK AND A

THE EXISTING ROOF SYSTEM IS A 90 MIL EPDM ROOF OVER APPROXIMATELY 1.

REINSTALLED AND THEIR LOCATIONS.

FOR REINSTALLATION. THE CUSTOMER WILL DIRECT WHICH ITEMS WILL BE

WALLS (PICTURES, POSTERS, SIGNAGE, TACKBOARDS, ETC). STORE ITEMS

THE CONTRACTOR SHALL REMOVE ITEMS NOT PERMANENTLY MOUNTED TO 6.

AND PAINT PEELING SURFACES.

COATINGS ARE APPLIED THEN THE CONTRACTOR SHALL RE-SCRAPE, PRIME

IF EXISTING PAINTED SURFACES PEEL BACK AFTER NEW PRIMER OR PAINT 5.

PAINTING.

PREPARATION SHALL BE INSPECTED BY THE C.O.R. PRIOR TO PRIMING AND

ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. SURFACE

THE CONTRACTOR SHALL PREPARE SURFACES AND APPLY PAINT 4.

THE APPLICATION TYPE.

SHALL MEET MASTER PAINTERS INSTITUTE (MPI) NUMBER ACCORDING TO

UNLESS SPECIFICALLY NOTED IN PLANS OR SPECIFICATIONS, THEN PAINTS 3.

CATALOG AND SHEEN TYPES TO THE C.O.R. FOR SELECTION.

THE CONTRACTOR SHALL PROVIDE MANUFACTURER'S STANDARD COLOR 2.

INDICATED ON PLANS UNLESS STATED OTHERWISE.

SHALL APPLY A MINIMUM OF TWO TOPCOATS OF PAINT TO SURFACES

PAINTED SURFACES WHERE BARE MATERIAL IS SHOWING. THE CONTRACTOR

PRIME BARE SURFACES TO RECIEVE PAINT. SPOT PRIME PREVIOUSLY 1.

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PROJECT LOCATION: BLDG 332

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ROOM 5 ROOM 4 ROOM 3 ROOM 2 ROOM 1

MOVING NOTES SPECIAL MOVING INSTRUCTIONS- OGP PRODUCTS

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OFFICE. RESTROOM FACILITIES ARE AVAILABLE IN ROOM 2.

NOTE: SPACE IS AVAILABLE IN ROOM 3 FOR THE CONTRACTOR TO HAVE A FIELD

SPECIAL MOVING INSTRUCTIONS- MAHR PRODUCTS

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ENTRANCE CAPABILITY. CONTAINER SIZE SHALL BE 40" X 48" X 45".

ATTACHED, PLASTIC TOP, AND PLASTIC PALLET/BASE WITH FOUR-WAY

CORRUGATED, Z-FOLD SLEEVE WITH 8 LOCKING CLIPS CONVENIENTLY

S.U.R.E. PAK COMPONENTS INCLUDE A HEAVY-DUTY TRIPLE WALL

CONTAINERS TO BUILDING 332 AND THE CUSTOMER WILL UNPACK THEM.

CUSTOMER TO PACK. THE CONTRACTOR WILL MOVE THE PACKED

THE CONTRACTOR SHALL PROVIDE (10) S.U.R.E. PAK CONTAINERS FOR 9.

PROCESS.

SHALL INSURE ALL ITEMS AGAINST DAMAGE DURING THE MOVING

DOCUMENT THE CONDITION OF ITEMS TO BE MOVED. THE CONTRACTOR

MISCELLANEOUS ITEMS WITH CARE. THE CONTRACTOR SHOULD

THE CONTRACTOR SHALL MOVE EQUIPMENT, FURNITURE, AND 8.

CARRIED DOWN THE STAIRS TO GET THEM OUT OF THE BUILDING.

ARE FIVE 12'-0" LONG TABLE TOPS THAT WILL NEED TO BE HAND

THE MAJORITY OF EQUIPMENT WILL FIT INTO THE ELEVATORS. THERE 7.

THAT RANGE IN WEIGHT FROM 1,000-4,000 LBS.

THERE ARE APPROXIMATELY 20 PIECES OF FURNITURE OR EQUIPMENT 6.

WITH AN OVERHEAD ROLL-UP FOR ACCESS.

BLDG 131 HAS A VEHICULAR RAMP DOWN TO THE BASEMENT LEVEL 5.

THE INTERNAL CAB HEIGHT GREATER THAN 8'-0".

4'-0" WIDE X 7'-0" HEIGHT. THE DEPTH OF THE ELEVATOR IS 8'-0" WITH

5,000 LB WEIGHT LIMIT. THE ELEVATOR DOOR OPENING CLEARANCES:

TO INCLUDE THE BASEMENT. THE ELEVATOR IS A KONE BRAND WITH A

131. THERE IS ONE CENTRAL ELEVATOR THAT ACCESSES ALL FLOORS

THE CURRENT ITEMS ARE LOCATED ON THE SECOND FLOOR OF BLDG 6.

332.

BLDG 131 IS APPROXIMATELY 0.75 MILES (LESS THAN 1 MILE) FROM BLDG 5.

AND THE NEW HVAC SYSTEM HAS PASSED ALL TESTING REQUIREMENTS.

ITEMS SHALL NOT BE MOVED UNTIL ALL CONSTRUCTION IS COMPLETE 4.

EQUIPMENT FLOOR PLAN FOR ADDITIONAL DETAILS.

SOME EQUIPMENT LOCATIONS HAVE BEEN PRE -DETERMINED. SEE

THE FINAL ITEM LOCATIONS WITHIN BLDG 332 WILL TBD BY CUSTOMER. 3.

BLDG 332.

AND MISCELLANEOUS LISTED IN THIS PROJECT FROM BUILDING 131 TO

THE CONTRACTOR IS REQUIRED TO MOVE THE EQUIPMENT, FURNITURE, 2.

BLDG 332.

CONSTRUCTION WORK IS PRIMARILY LOCATED IN ROOMS 2 & 3 WITHIN 1.

EQUIPMENT WITH THE ORIGINAL MANUFACTURER.

MOVING TRUCK OR VEHICLE CAPABLE OF HANDLING THESE TYPES OF

THE CONTRACTOR COORDINATE THE CORRECT TYPE OF CUSHIONED 10.

CALIBRATE AND VERIFY THE GAGE AT THE NEW LOCATION.9.

UNINSTALL THE LOCKS/SHIPPING HARDWARE.8.

RECONNECT MACHINE CONTROL CABINET.7.

LAB SPACE.

AID IN THE POSITIONING AND LEVELING OF THE EQUIPMENT IN THE NEW 6.

LOCK DOWN AND SECURE X/Y/Z AXIS FOR MOVING.5.

DISCONNECT WIRING TO REMOVE CONTROL CABINET.4.

DATA RUN OFF ON THE SYSTEM IN THE PRESENT LOCATION.

PERFORM A2LA CALIBRATION, MAINTENANCE, AND A FOUND ARTIFACT 3.

THE FOLLOWING STEPS ON THE OGP QUEST 600 AND OGP QL-20 CMM.

MANUFACTURER OR THEIR DESIGNATED REPRESENTATIVE, TO PERFOR

THE CONTRACTOR SHALL HIRE THE ORIGINAL EQUIPMENT 2.

SETUP THE EQUIPMENT IN THE NEW LOCATION.

THE OGP QUEST 600 REQUIRES ADDITIONAL STEPS TO MOVE AND 1.

ITEMS AND HAVE THEM READY FOR THE CUSTOMER'S USE.

CONTRACTOR WILL HAVE ONLY 4 DAYS TO COMPLETE THE MOVE OF THESE

BE OUT OF SERVICE AND/OR USE FOR A TOTAL OF 4 DAYS. THE

THE OGP REQUIREMENTS NOTED ON THIS SHEET. THESE ITEMS SHALL ONLY

THE IN LAB SPACE SECOND. MOVING THESE ITEMS INCLUDES PERFORMING

THE CONTRACTOR WILL MOVE THE OGP PIECES OF EQUIPMENT INTO NOTE!18.

OF THESE ITEMS AND HAVE THEM READY FOR THE CUSTOMER'S USE.

4 DAYS. THE CONTRACTOR WILL HAVE ONLY 4 DAYS TO COMPLETE THE MOVE

THESE ITEMS SHALL ONLY BE OUT OF SERVICE AND/OR USE FOR A TOTAL OF

INCLUDES PERFORMING THE MAHR REQUIREMENTS NOTED ON THIS SHEET.

THE GRANITE TABLES INTO THE IN LAB SPACE FIRST. MOVING THESE ITEMS

THE CONTRACTOR WILL MOVE THE MAHR PIECES OF EQUIPMENT AND NOTE!17.

EQUIPMENT THAT WILL GET CALIBRATED IN PLACE.

SPACE. THE CUSTOMER INTENDS TO VERIFY THE FINAL LOCATIONS OF

COMPLETION, AND AT LEAST 4 WEEKS PRIOR TO MOVING ITEMS INTO THE

THE CUSTOMER REQUESTS ACCESS TO THE LAB SPACE AFTER SUBSTANTAIL 16.

BLDG 332. THE CUSTOMER WILL UNPACK SELF PACKED ITEMS.

INTO THE S.U.R.E. PAK CONTAINERS FOR THE CONTRACTOR TO MOVE TO

THE CUSTOMER WILL PACK PERSONAL ITEMS AND COMPUTERS FROM DESKS 15.

THE S.U.R.E. PAK CONTAINERS FOR THE CONTRACTOR TO MOVE.

THE CUSTOMER WILL PACK OPEN STORAGE FURNITURE LIKE SHELVING INTO 14.

FROM THE ELEVATOR TO THE OVERHEAD DOOR.

THE ELEVATOR THERE IS APPROXIMATELY ANOTHER 50' TO MOVE THE ITEMS

THE ELEVATOR FROM THE SECOND FLOOR IS APPROXIMATELY 160'. ONCE IN

THE MAXIMUM DISTANCE THE CONTRACTOR WILL HAVE TO MOVE ITEMS TO 13.

GAGE EQUIPMENT.

ON SIGHT DURING THE MOVING TO HELP DIRECT PLACEMENT OF SENSITIVE

CONDITIONS AND STEPS PRIOR TO RELOCATION. THE CUSTOMER MUST BE

IN ADVANCE. COORDINATION INCLUDES ITEMS REQUIRING SPECIAL MOVING

THE CONTRACTOR SHALL COORDINATE THE MOVE WITH THE C.O.R. 8 WEEKS 12.

MOVE.

TRACK ALL PIECES REMOVED, AND RE-ASSEMBLE FURNITURE AFTER THE

ELEVATOR. THE CONTRACTOR WILL DISASSEMBLE FURNITURE AS REQUIRED,

SOME OF THE FURNITURE WILL REQUIRE DISASSEMBLY TO FIT IN THE 11.

OPENING DURING MOVING AND MOVE THESE ITEMS FULLY BURDENED.

REMAIN FULL. THE CONTRACTOR WILL SECURE STORAGE FURNITURE FROM

FURNITURE PRIOR TO MOVING. MOST OF THE STORAGE FURNITURE WILL

ETC. NOTE: THE CUSTORMER WILL NOT REMOVE ALL ITEMS FROM STORAGE

STORAGE FURNITURE WILL DRAWERS THAT SECURE LIKE CABINETS, FILES,

THE CUSTOMER WILL REMOVE FRAGILE ITEMS AND EQUIPMENT FROM 10.

CUSTOMER DOES NOT NEED TO KEEP THE LOCKS.

MANUFACTURER WILL NEED TO SUPPLY REPLACEMENT MOVING LOCKS.

NOTE: THE MOVING LOCKS ARE MISSING. THE EQUIPMENT 12.

EQUIPMENT WITH THE ORIGINAL MANUFACTURER.

MOVING TRUCK OR VEHICLE CAPABLE OF HANDLING THESE TYPES OF

THE CONTRACTOR COORDINATE THE CORRECT TYPE OF CUSHIONED 11.

CALIBRATE AND VERIFY THE GAGE AT THE NEW LOCATION.10.

UNINSTALL THE LOCKS/SHIPPING HARDWARE.9.

RECONNECT MACHINE CONTROL CABINET.8.

SPACE.

AID IN THE POSITIONING AND LEVELING OF THE GAGE IN THE NEW LAB 7.

LOCK DOWN THE HEADSTOCK AND TAILSTOCK.6.

LOCK DOWN PARALLELOGRAM INSIDE THE HEADSTOCK.5.

DISCONNECT WIRING TO REMOVE CONTROL CABINET.4.

MOVE.

EQUIPMENT READINGS SHALL BE TAKEN ON BOTH GAGES BEFORE 3.

PLM600-2, (1) MAHR 8375, (2) MAHR 130B-24, AND (1) 130B-16.

PERFORM THE FOLLOWING STEPS ON THE (3) MAHR 828CiM, (1) MAHR

MANUFACTURER OR THEIR DESIGNATED REPRESENTATIVE, TO

THE CONTRACTOR SHALL HIRE THE ORIGINAL EQUIPMENT 2.

MOVE AND SETUP THE EQUIPMENT IN THE NEW LOCATION.

THE MAHR 828Cim AND MAHR PLM600-2 REQUIRE ADDITIONAL STEPS TO 1.

G-006

EQUIPMENT, FURNITURE, AND MISCELLANEOUS ITEMS TO BE MOVED FROM BLDG 131 TO BLDG 332

T O B

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A

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SHEETNOTES

"=1'-0"8

1SCALE :

LEGEND

A1

HAZARDOUS MATERIAL PLAN

M A

T E

R

IA

L S P

L A

N

H A

Z A

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S

N

H-101

LEAD BASED PAINT

WOOD POSTS.

SEE PHOTOS FOR AN EXAMPLE OF PEALING PAINT ON THE 3.

PAINT.

BASES FOR THE WOOD POSTS HAVE PEALING LEAD BASED

THE PAINTED METAL CORNER PROTECTOR'S AND THE METAL 2.

THE WOOD POSTS HAVE LEAD BASED PAINT ON THE WOOD. 1.

THEM THAT IS LEAD BASED PAINT.

WOOD POSTS ALSO HAVE PAINT ON

DETERIORATED. SEVERAL OF THE

PROTECTORS IS SEVERELY

THE PAINT ON THE METAL

PROTECTORS AND BASE PLATES.

ON THE METAL CORNER

LAB AREA HAVE LEAD BASED PAINT

27 WOOD POSTS WITHIN THE NEW

USED DAILY AS ACTIVE STORAGE AND WORK SHOP SPACE.

NOTE: THE ROOM IS ENTIRELY OPEN AND THE WESTERN PORTION IS

2 3

C

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SHEETNOTES

S-101"=1'-0"8

1SCALE :

N

" WOOD POST2

1" X 72

" DEEP ROOF JOIST2

1" WIDE X 82

" DEEP BEAM2

1" WIDE X 112

A3

ELEVATION: TYPICAL POST, BEAM, AND ROOF JOIST

"=1'-0"2

1SCALE : 1

ELEVATION VIEW OF 8"X6" LLV ANGLEPLAN VIEW OF 8"X6" LLV ANGLE

" WOOD POST2

1" X 72

2 1/2 "

SHALL BE HOT DIPPED GALVANIZED

" X 7" LAG BOLTS. LAG BOLTS 8

3INSTALL (4)

GALVANIZED. SEE PLAN AND ELVATION FOR BOLT PLACEMENT.

8" X 6" LLV A36 STEEL ANGLE. STEEL SHALL BE HOT DIPPED

16'-0"

APPROXIMATELY 16'-0" FROM POST TO POST.

" DEEP BEAM; BEAMS SPANE2

1" WIDE X 112

A1

REINFORCEMENTS

PLAN: ROOM 3 STRUCTURAL

APPROXIMATELY 16' IN LENGTH.

SPAN ONLY FROM BEAM TO BEAM AND ARE

" DEEP ROOF JOIST. JOISTS2

1" WIDE X 82

ROOF JOIST. SECURE ROOF JOIST TO BEAM.

INSTALL (2) HTS16 SIMPSON TWIST STRAPS PER

EMBEDDED INTO A MASONRY POCKET

ALONG THE MASONRY WALL. JOISTS ARE

ROOF JOISTS DO NOT REQUIRE CONNECTORS

" 2"

/2

EXISTING STEEL BASE PLATE POST. SHIMS SHALL BE A36 GALVANIZED STEEL.

PLACE A FULL WIDTH SHIM BETWEEN ANGLE AND

45°

EXISTING ROOF DECK

WITH EPOXY ADHESIVE SUCH AS HILTI HIT-RE 500 V3

EMBED A MIN OF 4" INTO EXISTING CONCRETE. SECURE ROD

" HOT DIPPED GALVANIZED THREAD ALL ROD,4

3INSTALL (2)

STRAPS NOT SHOWN IN THIS DETAIL.

FRONT AND (2) STRAPS ON THE BACK. NOTE: BACK

CONNECTION. (2) STRAPS SHALL BE INSTALLED ON THE

INSTALL (4) MSTA18 STRAPS AT EACH BEAM AND POST

INSTALL STRUCTURAL CONNECTORS WITH ALL FASTENERS.5.

PRIME AND PAINT STRUCTURAL CONNECTORS.4.

LOAD RESISTANCE FACTORS OF THE LISTED CONNECTOR.

MUST MEET OR EXCEED THE UPLIFT, LATERAL, TENSION, ETC

CONNECTORS CAN BE SUBSTITUTED, BUT SUBSTITITIONS

STRUCTURAL CONNECTORS REPRESENT A BASIS OF DESIGN. 3.

MATERIALS.

SEE G-SHEETS FOR SPECIFICATION REQUIREMENTS OF 2.

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS.1.

(4) KBS1Z SIMPSON KNEE BRACES.

NEW TIMBER TO EXISTING POST & BEAM WITH

S4S DOUGLAS FIR HEAVY TIMBER. CONNECT

CONDITIONS. INSTALL NEW 4"x8" #1 & BETTER

NOT SHOWN SEE PHOTO SHEETS FOR EXISTING

DEMOLISH EXISTING WOOD LATERAL BRACES;

FLOOR. SHIMS SHALL BE A36 GALVANIZED STEEL

PLACE A FULL WIDTH SHIM BETWEEN ANGLE AND

NEW LAB AREA.

JOISTS THAT WILL BE OUTSIDE THE

LINE. THIS INCLUDES THE ROOF

ON THE BEAMS FOR THIS COLUMN

SECURE ALL ROOF JOISTS RESTING

R E

IN

F O

R C

E M

E N

T S

S T

R U

C T

U R

A L

RESET POST TO PLUMB POSITION

POST HAS BEEN KNOCKED OUT OF PLUMB;

CONNECTORS ACCORDING DETAIL THIS SHEET.

11'-10". INSTALL A FOAM SILL AT BASE OF POST. INSTALL

DEPTH 24F-V4 GLULAM. POST HEIGHT IS APPROXIMATELY

" 2

1" WIDE X 72

1DEMOLISH EXISTING POST. INSTALL A NEW 5

POSITION

PLUMB; RESET POST TO PLUMB

POST HAS BEEN KNOCKED OUT OF

FROM THE MIDDLE OF ONE SUPPORT BEAM TO THE NEXT.

STRUCTURAL OR BETTER. ROOF JOISTS SHALL BE 16'-0" MINIMUM AND SPAN

NEW ROOF JOIST MATERIAL SHALL BE SOUTHERN YELLOW PINE DENSE SELECT

2X ROOF JOIST TO EXISTING ROOF JOIST WITH (3) #10 FASTENERS @ 16" O.C.

OF JOIST TO FIT ONTO BEAM AND SECURE WITH JOIST HANGER. SECURE NEW

INSTALL NEW JOISTS TIGHT AGAINST EXISTING ROOF JOISTS. NOTCH BOTTOM

INSTALL (4) 2X10 ROOF JOISTS FOR EACH EXISTING ROOF JOIST INDICATED.

FOR 2X10 CONNECTIONS

SECURED AT ALL JOINTS WITH SIMPSON WOOD STRUCTURAL CONNECTORS SIZED

2X10 MATERIAL TO MATCH NEW ROOF JOISTS. FRAMING CONNECTIONS SHALL BE

ROOF DECK SUPPORT FRAMING FOR HVAC ROOF TOP HOODS SHALL BE DOUBLED UP

2 3

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KEYNOTES

SHEETNOTES

A-101"=1'-0"8

1SCALE :

D E

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IO

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N

C1

PLAN: DEMOLITION

N

TYP

TYP

HATCHED ROOMS ON PLAN ARE N.I.C. 2.

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS.1.

7'-5 3/4 "

6'-0"

9'-3"

NEW LAB/STORAGE AREA.

HOUR FIRE WALL BETWEEN THE OFFICE SPACE AND THE

NOTE THAT THE EXISTING MASONRY WALL SERVES AS A 3 10.

DEMOLISH DOOR AND FRAME.9.

FOR NEW ADA RAMP.

DEMOLISH 4" OF EXISTING CONC SLAB IN PREPARATION 8.

DEMOLISH LOAD BEARING COLUMN. 7.

DEMOLISH NON-LOAD BEARING COLUMN.6.

DEMOLISH GYPSUM WALL SYSTEM.5.

104.

AND ADHESIVE BACK TO CONCRETE IN ROOMS 101, 103, &

DEMOLISH APPROXIMATELY 2900 SF OF 2' x 2' CARPET TILE 4.

IS 15'-0"

DEMOLISH CHAIN LINK CAGE MATERIAL. HEIGH OF FENCING 3.

ADDITIONAL REQUIREMENTS.

(6'-0" WIDE X 7'-0" HEIGHT). SEE SHEET A-102 FOR

DEMOLISH LOAD BEARING MASONRY WALL FOR NEW DOOR 2.

9'-5" HEIGHT).

DEMOLISH STORE FRONT WINDOW SYSTEM (7'-5" WIDE x 1.

IS USED DAILY AS ACTIVE STORAGE AND WORK SHOP SPACE.

NOTE: THE ROOM IS ENTIRELY OPEN AND THE WESTERN PORTION

2 3

C

4 5

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KEYNOTES

SHEETNOTES

A-102"=1'-0"8

1SCALE :

N

N E

W W

O R

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L A

N

105106A

106B

A1

A

A

A

A4

A1

7'-10 3/4 "

14'-7 3/4 "

48'-1 3/4 "

/4

A1

PLAN: NEW WORK

6'-0"

TYP

A5

R00MS 100, 101, 103, & 104

FINISH AND NEW WORK NOTES

R00M 105 & 106

FINISH AND NEW WORK NOTES

TYP

R00M 107

FINISH AND NEW WORK NOTES

/2

A6

B2

A-501

DN

5'-0"

5'-6"

DN

INSTALLED IN ACCORDANCE WITH THE NFPA 101.

NEW PENETRATIONS THROUGH THE EXISTING FIRE WALL SHALL BE SEALED AND 4.

SEE SHEET A-501 FOR WALL TYPES.3.

SEE G-SHEETS FOR SPECIFICATION REQUIREMENTS OF MATERIALS. 2.

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS.1.

SPACES AND THE LAB/STORAGE AREA.

EXISTING MASONRY WALL SERVES AS A 3 HOUR FIRE WALL BETWEEN THE OFFICE 7.

THE PRIMARY BACK UP WALL. SEE SECTION ON A-501 FOR DETAILS.

INSTALL WALL CHASE FOR RETURN AIR DUCTS AS AN INDEPENDENT WALL TYPE FROM 6.

DOOR. SEE G-SHEETS FOR SYSTEM REQUIREMENTS.

INSTALL A 12'-0" TALL SECURE STORAGE CAGE SYSTEM. PROVIDE A SLIDING TYPE 5.

THAN 4" MAX. FROM WOOD POSTS. SEE G SHEET FOR FULL CRANE SPECIFICATIONS.

STRUCTURAL POSTS WITH EXISTING WOOD POSTS. SET CRANE POSTS NO FURTHER

INSTALL 2-TON FREE STANDING STEEL BRIDGE CRANE SYSTEM. ALIGN CRANE 4.

STEEL STUD INFILL @ 16" O.C. PROVIDE R-11 SOUND ATTENUATION BATTS.

FILL OPENING TO MATCH EXISTING ADJACENT WALL. MATCH PAINT COLOR. SPACE 3.

#61 AND TWO TOP COATS OF PAINT.

MPI PATCH AND PROVIDE A LEVEL 4 FINISH ON THE EXISTING GWB. PRIME GWB WITH 2.

HOT DIPPED GALVANIZED SCHEDULE 80 PIPE.

STEEL AND MOUNTED TO THE WALL. HANDRAILS IN THE STORAGE AREA SHALL BE

HANDRAILS ON BOTH SIDES. HANDRAILS IN VESTIBULE 105 SHALL BE STAINLESS

A SMOOTH HARD TROWELLED FINISH. PROVIDE NFPA, ADA, AND IBC COMPLIANT

REINFORCED WITH 6 X 6 W2.1 X W2.1 WELDED WIRE FABRIC. CONCRETE SHALL HAVE

INSTALL ADA COMPLIANT LANDING AND RAMP. CONCRETE SHALL BE 3000 PSI AND 1.

DESIGN AND REQUIREMENTS.

INSTALL APPROXIMATELY 2,900 SF OF 12" X 24" VCT TILE. SEE G SHEETS FOR BASIS OF 1.

PRIME WALL WITH VAPOR BARRIER PAINT. APPLY TWO TOP COATS OF PAINT.3.

UNDERSIDE OF THE ROOF DECK BETWEEN THE ROOF JOISTS.

INSTALL APPROXIMATELY 750 SF OF 4" THICK FIBERGLASS INSULATION PANEL ON THE 2.

BEAMS, ROOF JOISTS, AND MISC. STRUCTURAL WOOD MEMBERS.

PRIME AND APPLY TWO TOP COATS OF PAINT TO UNDERSIDE OF ROOF DECK, POSTS, 1.

INSTALL 4" TALL RUBBER WALL BASE ON ALL WALLS.7.

PRIME WALLS WITH VAPOR BARRIER PAINT AND APPLY TO TOP COATS OF PAINT. 6.

FLOORING COLOR SHALL BE LIGHT GRAY WITH BLACK AND BLUE FLECKS.

OF EXISTING CONC FLOOR. SEE EPOXY FLOOR SYSTEM DESIGN BASIS THIS SHEET.

INSTALL AN INDUSTRIAL EPOXY TYPE FLOOR COATING TO APPROXIMATERLY 3,900 SF 5.

LESS THAN 2". SEE PHOTOS.

AND DAMAGE. THE AVERAGE REPAIR DEPTH FOR REPAIRS TO EXISITNG CONCRETE IS

MANUFACTURER'S PUBLISHED STANDARDS FOR THE TYPE OF EXISTING CONCRETE

INTERNATIONAL CONCRETE REPAIR INSTITUTES STANDARDS OR THE EPOXY FLOORING

CONCRETE FLOORING, ETC. REPAIRS SHALL BE MADE IN ACCORDANCE WITH THE

THE CONTRACTOR SHALL REPAIR 500 SF OF CHIPPED, CRACKED AND SPALLED 4.

CONCRETE.

BROOM FINISH TO MATCH THE HARD TROWELLED SURFACE OF THE ADJACENT

THE CONTRACTOR SHALL GRIND SMOOTH 1,000 SF OF EXISTING CONCRETE WITH A 3.

UNDERSIDE OF THE ROOF DECK BETWEEN THE ROOF JOISTS.

INSTALL APPROXIMATELY 3,900 SF OF 4" THICK FIBERGLASS INSULATION PANEL ON THE 2.

BEAMS, ROOF JOISTS, AND MISC. STRUCTURAL WOOD MEMBERS.

PRIME AND APPLY TWO TOP COATS OF PAINT TO UNDERSIDE OF ROOF DECK, POSTS, 1.

EPOXY FLOOR COATING SYSTEM BASIS OF DESIGN

MIN. TOP COAT DFT: 10 MIL.6.

MIN. PRIMER DFT: 8 MIL.5.

DECORATIVE BROADCAST COLOR QUARTZ SYSTEM.

PRIMER UNDER AN ARMOUR SEAL 650 SL/RC TOP COAT WITH ARMORQUARTZ

BASIS OF DESIGN FOR EPOXY FLOORING SHALL BE SHERWIN-WILLIAMS ARMORSEAL 33 4.

SUBSTRATES AND INSTALL ACCORDING OT MANUFACTURER'S INSTRUCTIONS.

STORE MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PREPARE 3.

APPROVED SYSTEM.

EPOXY FLOOR SYSTEM SHALL BE FROM ONE MANUFACTURER OR MANUFACTURER'S 2.

DECORATIVE QUARTZ AGGREGATE.

OF A TWO-PART EPOXY BASE PRIMER AND A TWO-PART EPOXY BASE TOP COAT WITH

THE CONTRACTOR SHALL INSTALL AN EPOXY FLOOR COATING SYSTEM THAT CONSISTS 1.

30'- 1/4 "

2 3

C

4 5

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N U

S

ARMY ARRISON

ROCKISA DARS

A

U B

E PL

RI

U S

U N

UM

S U

B M

IT

T E

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

H J J

G

O J E

C T N

O

D R

A W

IN

G N

O

R O

C K I S

L A

N D

IL

-5

D

IR

E C

T O

R A

T E O

F P

U B

L

IC

W

O R

K S

U .S

A R

M Y G

A R

R

IS

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

T

IC

E

R A

41 2 3 5

A

B

C

D

D R

A W

N B

Y

C H

E C

K E

D B

Y

-0

S

B A

C H

C H

IE

F O

F E

N G

IN

E E

R

-5

G

K O

S K I, A

C T

IN

G D

IR

E C

T O

R O

F P

U B

L

IC

W

O R

K S

A P

P R

O V

E D B

Y

T M

D E L

A B

C O

N S

T R

U C

T

B L

D G

M

A R

SHEETNOTES

A-103"=1'-0"8

1SCALE :

N

48'-1 3/4 "

/4

A1

PLAN: NEW WORK

/2

KEYNOTES

LISTED OTHERWISE.

SET SUSPENDED CEILING HEIGHTS AT 9'-0" AFF UNLESS 4.

AS INDICATED ON PLANS.

INSTALL A SUSPENDED CEILING SYSTEM IN ROOMS 100 & 106 3.

MATERIALS.

SEE G-SHEETS FOR SPECIFICATION REQUIREMENTS OF 2.

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS.1.

FRONT SYSTEM MEETS THE INTERIOR DRYWALL.

SET THE SUSPENDED CEILING HEIGHT WHERE THE STORE 2.

CRANE SYSTEM.

TOP OF THE STRUCTURAL SUPPORTS FOR THE BRIDGE

THE SUSPENDED CEILING SHALL BE SET TIGHT AGAINST THE

LENGTH AND WIDTH OF THIS ENTIRE BAY. THE BOTTOM OF

ABOVE THE FINAL CRANE SYSTEM FOR THE RUN WAY

THE SUSPENDED CEILING SYSTEM WILL HAVE TO BE SET 1.

R E

F L E

C T

E D C

E

IL

IN

G P

L

N

2 3

C

4 5

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N U

S

ARMY ARRISON

ROCKISA DARS

A

U B

E PL

RI

U S

U N

UM

S U

B M

IT

T E

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

H J J

G

O J E

C T N

O

D R

A W

IN

G N

O

R O

C K I S

L A

N D

IL

-5

D

IR

E C

T O

R A

T E O

F P

U B

L

IC

W

O R

K S

U .S

A R

M Y G

A R

R

IS

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

T

IC

E

R A

41 2 3 5

A

B

C

D

D R

A W

N B

Y

C H

E C

K E

D B

Y

-0

S

B A

C H

C H

IE

F O

F E

N G

IN

E E

R

-5

G

K O

S K I, A

C T

IN

G D

IR

E C

T O

R O

F P

U B

L

IC

W

O R

K S

A P

P R

O V

E D B

Y

T M

D E L

A B

C O

N S

T R

U C

T

B L

D G

M

A R

A-104"=1'-0"8

1SCALE :

N

106A

106B

A1

PLAN: NEW WORK

EQUIPMENT NAME

1 2

WOOD WORK BENCH (34" X 60")10.

WOOD WORK BENCH (34" X 72")9.

MAHR 8375 (30" X 50")8.

MAHR PLM 600 (42" X 96")7.

BLACK GRANITE TABLE (48" X 72")6.

PINK GRANITE TABLE (48" X 72")5.

MAHR CiM 828 (130" x 64")4.

MAHR 437 PC (29" X 69")3.

OGP COMPARATOR (42" x 94")2.

OGP QUEST 600 (44" X 68") WITH WORK STATION (30"X38").1.

3'-0"

2'-0"

P L

A C

E M

E N

T P

L A

N

P R

O P

O S

E D E

Q U

IP

M E

N T

SHEET NOTES

CHANGE.

EQUIPMENT LOCATIONS WITHIN THE ROOM ARE SUBJECT TO 3.

MOVE TO VERIFY FINAL ITEM LOCATIONS.

THE CUSTOMER REQUIRES ACCESS TO SITE PRIOR TO THE 2.

PLAN FOR EQUIPMENT.

THE FOLLOWING PLAN REPRESENTS A PROPOSED FLOOR 1.

AS POSSIBLE TO THE CRANE POSTS

PLACE GRANITE TABLE CORNERS AS CLOSE

2 3

C

4 5

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N U

S

ARMY ARRISON

ROCKISA DARS

A

U B

E PL

RI

U S

U N

UM

S U

B M

IT

T E

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

H J J

G

O J E

C T N

O

D R

A W

IN

G N

O

R O

C K I S

L A

N D

IL

-5

D

IR

E C

T O

R A

T E O

F P

U B

L

IC

W

O R

K S

U .S

A R

M Y G

A R

R

IS

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

T

IC

E

R A

41 2 3 5

A

B

C

D

D R

A W

N B

Y

C H

E C

K E

D B

Y

-0

S

B A

C H

C H

IE

F O

F E

N G

IN

E E

R

-5

G

K O

S K I, A

C T

IN

G D

IR

E C

T O

R O

F P

U B

L

IC

W

O R

K S

A P

P R

O V

E D B

Y

T M

D E L

A B

C O

N S

T R

U C

T

B L

D G

M

A R

A-501

SHEETNOTES

KEY NOTES

"=1'-0"2

1SCALE :1

C1

SECTION: WALL TYPES A1-A5

B1

PLAN: WALL TYPE A1

CEILINGS SHALL BE SET AT 10'-0" AFF.3.

THE PEAK TO 13-10" NEAR THE SOUTH WALL.

THE INTERIOR ROOF DECK HEIGHT SLOPES FROM 15'-7" AT 2.

SEE G-SHEETS FOR PRODUCT SPECIFICATIONS. 1.

B1

A-501

B4

PLAN: DOOR DETAIL

"=1'-0"2

1SCALE :1 "=1'-0"2

1SCALE :1 "=1'-0"2

1SCALE :1

B4

A-501

B2

SECTION: DOOR DETAIL

D O

O R D

E T

A

IL

S

W A

L L T

Y P

E S A

"=1'-0"2

1SCALE :1

FOR THE RETURN AIR DUCT

PLACE (2) KICKERS, ONE AT THE CORNER OF THE CHASE 21.

12" TALL X 24" WIDE RETURN AIR GRILL20.

SEAL VAPOR BARRIER TO MASONRY WALL.

ATTACH VAPOR TO STUDS VIA DOUBLE SIDED BUTYL TAPE.

INSULATION TO SECURE TO EXISTING MASONRY WALL.

" STEEL STUD. CUT BACK EXISTING GWB AND 8

52" OR 319.

FINISHED VINYL J TRIM 18.

FLUSH TO MATCH THE INTERIOR WALL OF ROOM 102.

USE SALVAGED BRICK TO FINISH MASONRY DOOR OPENING 17.

AROUND STRUCTURAL MEMBERS.

OF 6" INTO EXISTING WALL…