(E) EXISTINGADA AMERICANS WITH DISABILITIES ACTAFF ABOVE FINISHED FLOORALUM ALUMINUMANDZ ANODIZEDBOB BOTTOM OF BEAMc.i. CONTINUOUS INSULATIONC/C CENTER TO CENTERCD CONDENSATE DRAINCJ CONTROL JOINTCLG CEILINGC-BRD CEMENT BOARDCG CORNER GUARDCLR CLEARCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCPT CARPETCT CERAMIC TILECW CURTAIN WALLD DEPTHDIA DIAMETERDF DRINKING FOUNTAINDN DOWNDS DOWN SPOUTEHD ELECTRIC HAND DRYEREIFS EXTERIOR INSULATION FINISH SYSTEMELEV ELEVATIONEOF EDGE OF FRAMEEPDM ETHYLENE PROPYLENE DIENE POLYMETHYLENEEPOX EPOXYEQP EQUIPMENTEWC ELECTRIC WATER COOLEREXPD EXPOSEDFACP FIRE ALARM CONTROL PANELFBO FURNISHED BY OTHERSFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFFIN FACTORY FINISHFND FEMININE NAPKIN DISPENSERFRP FIBERGLASS REINFORCED PLASTICFS FINISHED SURFACEGA GAUGEGALV GALVANIZEDGB GRAB BARGCS GALVANIZED CARBON STEELGWB GYPSUM WALL BOARDHB HOSE BIBHC HOLLOW COREHM HOLLOW METALHORIZ HORIZONTALHR HOURINSUL INSULATIONL LENGTHLAV LAVATORYLS LANDSCAPINGMATL MATERIALMAX MAXIMUMMFR(S) MANUFACTURER(S)MIN MINIMUMMISC MISCELLANEOUSMTL METALNIC NOT IN CONTRACTNTS NOT TO SCALEOCC OCCUPANTSOFCI OWNER FURNISHED, CONTRACTOR INSTALLEDOFOI OWNER FURNISHED, OWNER INSTALLEDOSB ORIENTED STRAND BOARDPLAM PLASTIC LAMINATEPLWD PLYWOODPP AUTOMATIC OPERATED PUSH PLATEPRE PRE FINISHEDPNT PAINTPT PRESSURE TREATEDPTD PAPER TOWEL DISPENSERPTDT PAPER TOWEL DISPENSER WITH TRASHRBR RUBBERRD ROOF DRAINREFR REFRIGERATORRM ROOMRO ROUGH OPENINGRWL RAIN WATER LEADERS-TRD STAIR TREADSAI SOUND ATTENUATION INSULATIONSATC SUSPENDED ACOUSTICAL TILE CEILINGSC SOLID CORESD SOAP DISPENSERSF SQUARE FEETSFGL SAFETY GLASSSHT SHEETSHT-V SHEET VINYLSIM SIMILARSLR SEALERSNV SANITARY NAPKIN VENDORSPEC SPECIFICATIONSS STAINLESS STEELSTC STAINED CONCRETEST STAINSTL STEELT TRASH CAN (OFOI)T&B TOP AND BOTTOMTBD TO BE DETERMINEDTBR TO BE REMOVEDTPD TOILET PAPER DISPENSERTOAR TOP OF ARCHED ROOFTOC TOP OF CONCRETETSCD TOILET SEAT COVER DISPENSERTV TELEVISIONTYP TYPICALUNO UNLESS NOTED OTHERWISEUR URINALVERT VERTICALVCT VINYL COMPOSITION TILEVGB VERTICAL GRAB BARVIN VINYLVWC VINYL WALL COVERINGWB WHITE BOARDWC WATER CLOSETWD WOODWDP WOOD PANELINGWH WATER HEATERWP WORK POINT / WATER PROOF"X" FIRE RESISTANT LABELED GWB

X

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0

####

WALL TYPE

WINDOW TYPE

DOOR NUMBER

FLAG NOTE

ROOM NUMBER

1A888

SIM______

X###

X SIM

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DETAIL CALLOUT

SECTION MARK

INTERIOR ELEVATION

#

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CLIMATE ZONE: 5

INSULATION VALUES:ROOFS: R-38WALLS: R-21FOUNDATION WALLS: R-10

OPENINGS:OPAQUE DOORS: U-0.6WINDOWS: U-.04

SOLAR HEAT GAIN COEFFICIENT:VERTICAL: SHGC-0.4

VAPOR RETARDER: PROVIDE ON WARM SIDE OF INSULATION AT WALLS AND ATTIC SPACE, SEAL SEAMS. AT CRAWL SPACE PROVIDE VAPOR RETARDER GROUND COVER OVERLAP AND SEAL EDGES.

AIR BARRIER: PROVIDE AIR BARRIER AT BUILDING ENVELOPE ON ALL WALLS, ROOFS AND FLOORS

BUILDING ENVELOPE SEALING: SEAL , CAULK, GASKET AND/OR WEATHERSTRIP ALL EXTERIOR ENVELOPE PENETRATIONS.

PROJECT NAME: NORTH FRANKLIN VISITOR CENTER

PROJECT ADDRESS: SOUTH COLUMBIA AVENUE, CONNELL, WA

PARCEL ID: 109831361

DESCRIPTION: NEW NORTH FRANKLIN VISITOR CENTER

OWNER: PORT OF PASCOCONTACT: RANDY E. HAYDEN, EXECUTIVE DIRECTORADDRESS: 1110 OSPREY POINTE BLVD, STE 201, PASCO WA 99301

ARCH/ENGR: MEIER ARCHITECTURE-ENGINEERINGCONTACT: THOMAS P. KASTNER

MICHAEL C. H. DALE (509) 735-1589

12 W KENNEWICK AVE KENNEWICK, WA 99336

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

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GENERAL PROJECT NOTESVICINITY MAP

WSEC NOTES PROJECT INFORMATION

DRAWING LIST

LEGENDABBREVIATIONS

AREA MAP

North Franklin Visitor Center

South Columbia AvenueConnell, WA

Port of PascoT001 TITLE SHEET

T002 CODE ANALYSIS

C001 GENERAL NOTES

C101 SITE AND UTILITY PLAN

C111 GRADING PLAN

A101 FLOOR PLAN, ROOF PLAN

A102 CEILING PLAN & SCHEDULES

A201 EXTERIOR ELEVATIONS

A301 BUILDING & WALL SECTIONS

A401 INTERIOR ELEVATIONS

A501 INTERIOR DETAILS

A502 EXTERIOR DETAILS

A504 FRAMING & FOUNDATION

A505 POWER PLAN

A701 ARCHITECTURAL SPECIFICATIONS

A702 ARCHITECTURAL SPECIFICATIONS

A703 ARCHITECTURAL SPECIFICATIONS

A704 ARCHITECTURAL SPECIFICATIONS

A705 ARCHITECTURAL SPECIFICATIONS

A706 ARCHITECTURAL SPECIFICATIONS

A707 ARCHITECTURAL SPECIFICATIONS

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (IBC), NATIONAL ELECTRIC CODE, UNIFORM PLUMBING CODE AND CITY OF CONNELL REQUIREMENTS.

2. DEFERRED SUBMITTALS: THE FOLLOWING SERVICES ARE DESIGN-BUILD, BY THE CONTRACTOR TO SUBMIT REQUIRED DESIGN AND DRAWINGS TO THE CITY OF CONNELL.

2.1 PRE-ENGINEERED TRUSS PACKAGE.2.2 ELECTRICAL DESIGN.2.3 MECHANICAL DESIGN.

3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. FIELD VERIFY ALL NECESSARY DIMENSIONS. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT. WORK DONE WITHOUT THE ARCHITECTS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.

4. DRAWINGS MAY BE REDUCED, VERIFY SCALE.

5. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY. THE CONTRACTOR SHALL PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVICES AND PROTECTIVE EQUIPMENT, AND TAKE ANY OTHER NEEDED ACTIONS NECESSARY TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE WORK COVERED BY THE CONTRACT.

6. INSTALL A COMPLETE OPERATING FIRE ALARM SYSTEM. DESIGNED AND INSTALLED IN ACCORDANCE WITH IFC SECTION 907 AND NFPA 72. PLANS SHALL BE DESIGNED BY A NICET III, OR SEALED BY A WASHINGTON STATE REGISTERED FIRE PROTECTION ENGINEER AND/OR ELECTRICAL ENGINEER. FIRE ALARM CONSTRUCTION DOCUMENT SUBMITTAL SHALL INCLUDE ALL ITEMS SPECIFIED IN IFC SECTION 907.1.1. TWO COMPLETE SETS OF DRAWINGS, SPECIFICATIONS, AND REVIEW COMMENTS SHALL BE SUBMITTED TO THE ARCHITECT AND CITY OF CONNELL.

7. PROVIDE ROOM SIGNAGE (PER ICC/ANSI A117.1 SECTION 703) W/ 1/2" MINIMUM SAN SERIF FONT & BRAILLE (GRADE 2 PER ICC/ANSI A117.1 SECTION 703.5). LOCATE SIGNAGE AT 60" ABOVE FINISH FLOOR ON THE WALL NEXT TO THE LATCH SIDE OF EACH DOOR (PER ICC/ANSI A117.1 SECTION 703), AND ACCESSIBLE RESTROOM PICTOGRAM SIGNAGE (PER THE 2006 IBC SECTION 1010) AT EACH RESTROOM DOOR. RESTROOM SIGNS SHALL BE WHITE ON A BLUE BACKGROUND (PER ICC/ANSI A117.1 SECTION 703). PROVIDE MAXIMUM OCCUPANT LOAD SIGNAGE IN ALL ASSEMBLY ROOMS.

8. WASHINGTON STATE ENERGY CODE - COMMERCIAL PROVISIONS, SECTION C406.9, AIR INFILTRATION: AIR INFILTRATION SHALL BE VERIFIED BY WHOLE BUILDING PRESSURIZATION TESTING CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY AN INDEPENDENT THIRD PARTY EMPLOYED BY THE GENERAL CONTRACTOR. THE MEASURED AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2 UNDER A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE, WITH THE CALCULATED SURFACE AREA BEING THE SUM OF THE ABOVE AND BELOW GRADE BUILDING ENVELOPE. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE ARCHITECT, THE CITY OF CONNELL, AND THE OWNER.

PROJECT NORTH TRUE NORTH

SITE ADDRESS

PARCEL: 109831361 S COLUMBIA AVE,

CONNELL, WA 99326

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FEC FEC

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REQUIREDEGRESS WIDTH:41 X .2 = 8.2"72" PROVIDED

REQUIREDEGRESS WIDTH:6 X .20 = 1.2"36" PROVIDED

1

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2015 IBC CODE ANALYSIS

602 - CONSTRUCTION CLASSIFICATION: VB

301-312 OCCUPANCY CLASSIFICATION: B

903 - AUTOMATIC SPRINKLER SYSTEM: NO

TABLE 504.3 - ALLOWABLE BUILDING HEIGHT: 60'-0"

ACTUAL BUILDING HEIGHT: 25'-3"

TABLE 504.4 - ALLOWABLE NUMBER OF STORIES: 3

ACTUAL NUMBER OF STORIES: 1

TABLE 506.2 - ALLOWABLE AREA: B = 36,000 SF

ACTUAL FLOOR AREA = 1,202 SFAREA TOTAL = 1,202 SF

505 - MEZZANINES / EQUIPMENT PLATFORMS: NO

507 - UNLIMITED AREA BUILDINGS: NO

508.2 - ACCESSORY OCCUPANCIES: NO

508.3 - NON-SEPARATED OCCUPANCIES: NO

508.4 - SEPARATED OCCUPANCIES: NO

509 - INCIDENTAL USES: NO

510 - SPECIAL PROVISIONS: NO

TABLE 601 - FIRE RESISTANCE RATINGS:PRIMARY STRUCTURE 0-HOURBEARING WALLS, EXTERIOR 0-HOURBEARING WALLS, INTERIOR 0-HOURNONBEARING WALLS, INTERIOR 0-HOURFLOOR CONSTRUCTION 0-HOURROOF CONSTRUCTION 0-HOUR

TABLE 602 - FIRE RESISTANCE RATING, EXTERIOR X > 30 0-HOUR

716 - OPENING PROTECTIVES: NOT REQUIRED

907 - FIRE ALARM AND DETECTION SYSTEM: YES

1004 - OCCUPANT LOAD:B - BUSINESS (1,202 / 100) = 13

1005 - EGRESS WIDTH: (13 x 0.2) = 2.6"

1006 - NUMBER OF EXITS: 2

TABLE 1006.2.1 COMMON PATH OF TRAVEL: 100'LONGEST COMMON PATH OF TRAVEL: 35 FT

1008 - MEANS OF EGRESS ILLUMINATION: >1 FOOTCANDLE

1009 - ACCESSIBLE MEANS OF EGRESS: YES

1010.1.10 - PANIC AND FIRE EXIT HARDWARE YES (REFER TO DOOR SCHD)

TABLE 1017.2 - EXIT ACCESS TRAVEL DISTANCE 300'LONGEST EXIT TRAVEL DISTANCE: 112'

1020 - CORRIDORS NON-RATED

1105 - ACCESSIBLE ENTRANCES 3

1106 - ACCESSIBLE PARKING 1 (ADA VAN ACCESSIBLE)

TABLE 2902.1 - MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES: OCCUPANCY MALE WC FEMALE WC MALE LAV FEMALE LAV MALE URINAL

REQUIRED B 1 1 1 1 0PROVIDED B 1 1 1 1 0

PARKING

ADDITIONAL OFF-STREET PARKING REQUIREMENT IS NOT REQUIRED PER THE CITY OF CONNELL.

ASSEMBLY AREA: 15 NETBUSINESS AREA: 100 GROSSKITCHEN AREA: 200 NETACCESSORY\STORAGE: 300 NET

Room Name

101

150 SFOCCUPANCY

Occupancy Load

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

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1/4" = 1'-0"

CODE ANALYSIS FLOOR PLAN

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P: 509.735.1589

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EXISTING PROPOSED

(A) ABANDONED

BW BOTTOM OF WALL ELEVATION

C/C CENTER TO CENTER

COM COMMUNICATIONS

DS DOWN SPOUT

EV ELECTRIC VEHICLE

(E) EXISTING

FO FIBER OPTIC

FF FINISHED FLOOR

FG FINISHED GRADE

FW FIRE WATER

IE INVERT ELEVATION

IR IRRIGATION

LS LANDSCAPE

MON MONUMENT

NG NATURAL GAS

NTS NOT TO SCALE

OHP OVERHEAD POWER

PDP PERFORATED DRAIN PIPE

PE POLYETHYLENE

RWL RAINWATER LEADER

SS SANITARY SEWER

SLV SLEEVE

XXX.XX SPOT ELEVATION

SD STORM DRAIN

TEL TELEPHONE

TV TELEVISION

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TA TOP OF ASPHALT

TC TOP OF CONCRETE

TG TOP OF GRAVEL

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TYP TYPICAL

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J

GENERAL NOTES ABBREVIATIONS

-

LEGEND

GENERAL NOTES

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE

(IBC), AND CITY OF CONNELL, WASHINGTON PUBLIC WORKS STANDARD SPECIFICATIONS AND STANDARD PLANS.

2. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND ANY OTHER UNDERGROUND INTERFERENCE.

CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811.

3. CONTRACTOR IS TO PROVIDE A METHOD OF CONSTRUCTION OF OFF-SITE WORK THAT WILL ALLOW MINIMAL

DISTURBANCE TO TRAFFIC FLOWS ON PUBLIC AND PRIVATE WAYS.

4. PRIOR TO BEGINNING WORK, CONTACT THE OWNER/CITY OR COUNTY OFFICIAL TO COORDINATE TRAFFIC FLOW,

WORK SCHEDULES AND UTILITY INTERFACES.

5. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING

AGENCY HIRED BY THE OWNER. CONTRACTOR TO COORDINATE WITH INSPECTION AND TESTING AGENCY FOR

REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.

6. CONTRACTOR TO CONTRACT WITH A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE TO PROVIDE

CONSTRUCTION STAKING SERVICES. ANY REQUIRED LEGAL DESCRIPTIONS FOR PUBLIC UTILITIES LOCATED ON-SITE

OR OFF-SITE SHALL BE PROVIDED BY THE CONTRACTED SURVEYOR AND PAID BY THE CONTRACTOR.

7. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY ANDERSON PERRY & ASSOCIATES ON 10/2018.

EARTHWORK

1. ALL FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557.

2. REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED PRIOR TO BACKFILLING.

3. PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN 8" THICK, LOOSE MEASUREMENT. SPREAD AND

COMPACT EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE IN KIND ANY UTILITIES AND OR IRRIGATION PIPING

DISTURBED AND OR DAMAGED DURING THE WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE SOD AND LANDSCAPE FEATURES REMOVED OR DAMAGED

DURING THE WORK.

6. ALL UNCONTROLLED FILL (DEFINED AS PER GEOTECHNICAL REPORT) WILL BE COMPLETELY REMOVED FROM

BENEATH SITE IMPROVEMENTS EXTERIOR TO THE PLANNED BUILDING.

FOUNDATIONS

1. FOR SLAB ON GRADE AND FOUNDATION SUBGRADE PREPARATION THE CONTRACTOR SHALL REFERENCE

RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERS SOILS REPORT.

2. SEE STRUCTURAL DRAWINGS FOR FOUNDATION EXCAVATION REQUIREMENTS.

3. FOR FOOTING SUBGRADE PREPARATION THE CONTRACTOR SHALL EXCAVATE A MINIMUM 24 INCHES BELOW THE

PLANNED GROUND SURFACE. OVEREXCAVATE THE NATIVE SOILS LOCATED UNDER BUILDING PAD TO EXPOSE

COARSE ALLUVIAL GRAVELS, WHICH VARY FROM APPROXMIATELY 2-3 FEET BELOW THE GROUND SURFACE.

RECOMPACT TO 95% MAXIMUM DRY DENSITY PER ASTM D1557.

4. SLABS-ON-GRADE, PAVEMENTS, HARDSCAPES, AND OTHER IMPROVEMENTS SHALL BE EXCAVATED TO PLANNED

SUBGRADE ELEVATIONS. THE EXPOSED SOILS SHALL BE SCARIFIED A MINIMUM OF 8 INCHES AND COMPACTED TO

95% MAXIMUM DRY DENSITY PER ASTM D1557.

5. AFTER SUITABLE SUBGRADE IS CONFIRMED AT OVER-EXCAVATED AREAS, BACKFILL WITH ENGINEERED ONSITE

SOILS IN 6-INCH LOOSE LIFTS AND COMPACT TO 95% MAXIMUM DRY DENSITY PER ASTM D1557.

6. PLACE A MINIMUM OF 6 INCHES OF COMPACTED CRUSHED SURFACING TOP COURSE PER WSDOT STANDARD

9-03.9(3) COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D1557 UNDER THE BUILDING SLAB ON GRADE.

ASPHALT PAVEMENT

1. ASPHALT PLACEMENT SHALL BE IN ACCORDANCE WITH STATE OF WASHINGTON STANDARD SPECIFICATION FOR

ROAD AND BRIDGE CONSTRUCTION M41-10, SECTION 5-04.

2. ASPHALT BINDER MATERIAL SHALL CONFORM TO THE LATEST WSDOT STANDARD SPECIFICATION M41-10, SECTION

9-02.1(4) EXCLUDING THE ELASTIC RECOVERY REQUIREMENTS. AGGREGATE SHALL BE CLASS 3/8" AND SHALL

CONFORM TO THE LATEST WSDOT STANDARD SPECIFICATION M41-10 SECTIONS 9-03.8(1), (2), (3)A AND (3)B.

BLENDING SAND SHALL CONFORM TO THE LATEST WSDOT STANDARD SPECIFICATION 9-03.8(4).

3. ALL ASPHALT AND BASE THICKNESSES NOTED ARE COMPACTED THICKNESS.

4. ONE DAY PRIOR TO PLACEMENT OF BITUMINOUS MATERIAL ON THE BASE, THE SURFACE SHALL BE STERILIZED WITH

A SOIL HERBICIDE.

CONCRETE

1. CONCRETE FOR WALKS, CURBS AND GUTTERS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28

DAYS.

2. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED. FABRICATE REINFORCEMENT PER ACI

318-02, CLASS "B" SPLICES UNLESS NOTED OTHERWISE.

3. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185.

4. TOOL ALL EXPOSED EDGES WITH A 1/2" RADIUS.

5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 305 OR 306 FOR HOT AND COLD WEATHER

CONCRETING.

6. TOLERANCES FOR CONCRETE CONSTRUCTION SHALL BE BASED ON A 10'-0 STRAIGHT EDGE. GRADE SHALL NOT

DEVIATE MORE THAN 1/8" AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4".

7. CONCRETE WASHOUT SHALL FOLLOW THE EASTERN WASHINGTON STORMWATER MANAGEMENT MANUAL BEST

MANAGEMENT PRACTICE NUMBER C151.

SITE UTILITIES

1. SHOULD BE INSTALLED PER CITY OF CONNELL REQUIREMENTS.

SPECIAL INSPECTION

1. PER IBC 1705.6, DURING FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FILL IS COMPACTED TO

NOT LESS THAN 90% MAXIMUM DRY DENSITY IN ACCORDANCE TO ASTM D1557.

2. PER IBC 1705.6, WHERE FILL EXCEEDS 12" IN DEPTH, THE SPECIAL INSPECTOR SHALL HAVE CONTINUOUS

INSPECTION OF FILL PLACEMENT AND COMPACTION.

3. TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D1557, ASTM D2167, ASTM

D2922, AND ASTM D2937, AS APPLICABLE. TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS AND

FREQUENCIES:

A. FOUNDATION, PAVING, AND ADJACENT: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER,

AT LEAST 1 TEST FOR EVERY 5,000 SQ. FT. OR LESS OF PAVED AREA OR BUILDING SLAB, BUT IN NO CASE

FEWER THAN 1 TEST PER DAY.

B. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST 1 TEST FOR EACH 150

FEET OR LESS OF TRENCH LENGTH, BUT NO LESS THAN 1 TEST PER DAY.

4. COMPACTION TESTING IS REQUIRED AT THE ABOVE SCHEDULE UNLESS GREATER TESTING IS RECOMMENDED BY

STRUCTURAL DRAWINGS. LESS TESTING WOULD BE ACCEPTABLE IF APPROVED IN WRITING BY GEOTECHNICAL

ENGINEER, SPECIAL INSPECTOR, FOUNDATION ENGINEER, AND MEIER ARCHITECTS/ENGINEERS.

EROSION CONTROL

1. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL EROSION AND

DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS

ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

2. THE CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) INCLUDING, BUT NOT

LIMITED TO, PAYING ALL PERMIT FEES ANNUAL OR OTHERWISE, MONITORING STORMWATER AND INSPECT BEST

MANAGEMENT PRACTICES, PROVIDE A CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD (CESL),

STORMWATER SAMPLING, MONTHLY REPORTING, KEEPING RECORDS AND TERMINATING THE PERMIT UPON

COMPLETION.

3. ESTABLISH CONSTRUCTION ACCESS.

A. CONSTRUCTION VEHICLE ACCESS AND EXIT SHALL BE LIMITED TO ONLY NECESSARY LOCATIONS. ACCESS

POINTS SHALL BE STABILIZED WITH QUARRY SPALL OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF

SEDIMENT ONTO PUBLIC ROADS, MINIMUM 30 FEET LONG.

B. WHEEL WASH OR TIRE BATHS SHOULD BE LOCATED ON-SITE, IF NEEDED, TO PREVENT EXCESSIVE TRACKING

OF SEDIMENT ON ROADS.

C. PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED

FROM ROADS BY SHOVELING OR PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A CONTROLLED

SEDIMENT DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS

MANNER.

D. STREET WASH WASTEWATER SHALL BE CONTROLLED BY PUMPING BACK ON-SITE, OR OTHERWISE BE

PREVENTED FROM DISCHARGING INTO SYSTEMS TRIBUTARY TO STATE SURFACE WATERS.

E. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM

PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS:

a. GRAB TENSILE STRENGTH (ASTM D4751) 200 PSI MINIMUM.

b. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAXIMUM.

c. MULLEN BURST STRENGTH (ASTM D3786-80A) 400 PSI MINIMUM.

d. AOS (ASTM D4751) 20 TO 45 (US STANDARD SIEVE SIZE).

F. CONSIDER EARLY INSTALLATION OF THE FIRST LIFT OF ASPHALT IN AREAS THAT WILL BE PAVED; THIS CAN BE

USED AS A STABILIZED ENTRANCE. ALSO CONSIDER THE INSTALLATION OF EXCESS CONCRETE AS A

STABILIZED ENTRANCE. DURING LARGE CONCRETE POURS, EXCESS CONCRETE IS OFTEN AVAILABLE FOR

THIS PURPOSE.

G. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS

CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.

H. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.

I. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN

ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE

STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL

WASH.

J. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY, SHALL BE

REMOVED IMMEDIATELY.

K. UNTIL PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS

PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED.

4. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY SILT FENCING TO PREVENT ANY WATER RUNOFF FROM

ANY DISTURBED AREAS. AT A MINIMUM, SILT FENCE WILL BE ALONG THE DOWN SLOPE PROPERTY LINES. THE SILT

FENCES SHALL BE CONSTRUCTED IN THE AREAS OF CLEARING, GRADING, OR DRAINAGE PRIOR TO STARTING

THOSE ACTIVITIES. THE SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,

THROUGH, OR OVER THE TOP OF THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE.

5. INSPECT, REPAIR, AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION

UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED.

6. REMOVE EROSION AND SEDIMENTATION CONTROLS ONCE THEY ARE NO LONGER NEEDED AND RESTORE AND

STABILIZE AREAS DISTURBED DURING REMOVAL.

CLEAN OUT

WATER METER

WATER VALVE

TRANSFORMER

JUNCTION BOX

UTILITY CAP

SIGN

FLOW ARROW

J

GE

NE

RA

L N

OT

ES

C001

NOTED

0

08/09/2019JMW

08/09/2019JMW

08/09/2019FJM

00/00/0000FJM

08/09/2019

JO

HN M. WALKER

STAT

E OF WASHINGTON

R E G I ST E R ED

PROFESSION A L ENGINEE

R

24232

DOWN SPOUT

E

E ASH ST

S C

OL

UM

BIA

A

VE

.

S A

LM

IR

A A

VE

.

0.7' MIN

RESERVED

PARKING

1.0' M

IN

.

60"

STALL

PARKING

L

C

ACCESSIBLE

VAN

L

CSIGN

30" M

IN

STATE DISABLED PARKING

PERMIT REQUIRED

MUTCD R7-8

MUTCD R7-8A

IF REQUIRED

SIGN POST OR

MOUNT ON BUILDING

PARKING SURFACE

2.0

'

TY

P

1.0

'

TY

P

VAN ACCESSIBLE

STALL

ST

AL

L D

EP

TH

SE

E P

LA

N

8'-0" MIN

SEE PLAN

8'-0" MIN

SEE PLAN

VAN

FACE OF CURB, OR SIDEWALK

NON-REFLECTIVE WHITE

PAVEMENT PAINT, TYPICAL

INTERNATIONAL SYMBOL OF ACCESS

CENTERED IN STALL, TYPICAL

24" TALL NON-REFLECTIVE

WHITE PAVEMENT PAINT

CENTERED IN STALL BELOW

INTERNATIONAL SYMBOL

DRAWN

DESIGN

SCALE:

CADFILE:

APPROVED

CHECKED

APPROVAL

AP

PD

DE

SIG

NC

HK

DD

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NR

EV

IS

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No.

REV.JOB No.

DWG. No.

12 W. Kennewick Ave.

Kennewick, WA 99336

P: 509.735.1589

F: 509.783.5075

www.meierinc.com

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A

8363

836300-CIVIL

SITE PLAN

0'

1"

10' 20' 40' 60'

= 20'

2 BUSINESS DAYS

BEFORE YOU DIG

CALL 811

north

SIT

E A

ND

U

TIL

IT

Y P

LA

N

C101

NOTED

0

NOTES

KEY NOTES

1

4

4

.0

0

'

6

6

.5

'

1

1

.0

'

1

0

.3

3

'

1

0

.0

0

'

5

.0

0

'

STANDARD CONCRETE SECTION: 4" THICK CONCRETE OVER 6" CRUSHED SURFACING TOP

COURSE PER WSDOT 9-03.9(3). TROWEL CONTROL JOINTS AT 5' O.C. AND INSTALL

EXPANSION JOINTS AT 20' O.C.

CONCRETE PAD, REFER TO ARCHITECTURAL DRAWINGS.

NOT USED

2" DOMESTIC WATER SERVICE AND CAP

4" SANITARY SEWER SERVICE AND CAP. SLOPE PIPE AT 2% MINIMUM.

STANDARD ASPHALT SECTION - 2-1/2" THICK ASPHALT OVER 6" OF CRUSHED SURFACING

TOP COURSE PER WSDOT 9-03.9(3)

PAINT WHITE 12" WIDE PARKING STRIPING, LETTERING, AND ACCESSIBLE PARKING

SYMBOLS PER ADA REQUIREMENTS AS SHOWN ON PLAN. SEE DETAIL 2/C101

ACCESSIBLE PARKING SIGN, SEE DETAIL 1/C101

WHEEL STOP, SEE DETAIL 1/C111

INSTALL TREE GRATE ON APPROXIMATELY 5'X4' OPENINGS TO ENSURE 4' MINIMUM

SIDEWALK WIDTH FOR ADA ACCESSIBLE ROUTE. INSTALL FLUSH WITH EXISTING CONCRETE.

COORDINATE TREE GRATE DESIGN WITH CITY.

INSTALL 4" STORM DRAIN PIPE AT DOWNSPOUT LOCATIONS PER ARCHITECTURAL

DRAWINGS. SLOPE PIPE AT MINIMUM 2% AND DAYLIGHT PIPE AWAY FROM BUILDING AT

LOCATIONS SHOWN.

2

1. SEE DRAWING C001 FOR GENERAL NOTES AND LEGEND.

2. DOMESTIC WATER SERVICE AND SEWER SERVICE TO BE PROVIDED TO THE SITE BY CITY OF

CONNELL

3. ALL UNDERGROUND UTILITIES ON THE SITE MAY NOT BE SHOWN. FIELD LOCATE AND VERIFY ALL

UNDERGROUND UTILITIES. COORDINATE ALL RELOCATION WORK WITH THE APPROPRIATE UTILITY

COMPANY AND/OR OWNER PRIOR TO ANY EXCAVATION WORK.

4. FIELD VERIFY ALL MEASUREMENTS AND INVERTS PRIOR TO START OF WORK. IMMEDIATELY NOTIFY

ARCHITECT OF DISCREPANCIES BEFORE WORK COMMENCES.

5. ALL SITE ELECTRICAL WORK MAY NOT BE SHOWN ON THE CIVIL SITE DRAWINGS, SITE ELECTRICAL IS

SHOWN FOR REFERENCE PURPOSES ONLY. REFER TO ELECTRICAL PLANS IN THIS CONSTRUCTION

PACKAGE FOR NEW INSTALLATION.

6. REFER TO ARCHITECTURAL SPECIFICATIONS FOR TELEPHONE, FIBER OPTICS EQUIPMENT AND

CONDUIT, FOR LOCATIONS, DETAILS AND SPECIFICATIONS. COORDINATE WITH UTILITY COMPANY

FOR TIE IN LOCATION AND SPECIFICATIONS.

1

JO

HN M. WALKER

STAT

E OF WASHINGTON

R E G I ST E R ED

PROFESSION A L ENGINEE

R

24232

BLDG

FF: 857.50'

2

3

4

5

4

5

6

7

8

9

10

6

7

8

9

10

30.0'

24

.0

'

9.0' 8.0'

18

.0

'

APPROXIMATE LOCATION

OF EXISTING CURB CUT.

DETAIL 1

NTS

C101

ADA PARKING SIGN

DETAIL 2

NTS

C101

ADA STRIPING

11

11

ASSUMED

SS IE: 853.50'

SS IE: 849.9'±

(E)SS IE: 846.19'±

PROPOSED DOMESTIC

WATER LINE BY CITY

OF CONNELL

PROPOSED SEWER LINE BY

CITY OF CONNELL. PROVIDE

2% MINIMUM SLOPE ON 4"SS

LINE.

CONTRACTOR TO FIELD

VERIFY SEWER INVERT

AND PROVIDE MIN 2%

SLOPE TO BUILDING

11

1

3

.0

0

'

4

1

.

6

'

±

45.9'

5

9

.6

'±

54.0'

1

2

.0

'

1

1

.0

'

08/09/2019JMW

08/09/2019JMW

08/09/2019FJM

00/00/0000FJM

08/09/2019

E

8

5

5

8

6

0

8

5

2

8

5

3

8

5

4

8

5

6

8

5

7

8

5

8

8

5

9

8

5

5

8

5

5

8

6

0

8

6

0

8

5

2

8

5

2

8

5

3

8

5

3

8

5

4

8

5

4

8

5

6

8

5

6

8

5

7

8

5

7

858

8

5

8

8

5

8

858

8

5

9

8

5

9

8

6

1

861

8

6

2

8

6

3

8

6

4

8

5

5

8

5

2

8

5

3

8

5

4

8

5

6

8

5

6

8

5

7

8

5

7

8

5

6

8

5

7

8

5

7

857.27TC

857.35TC

857.35TC

857.27TC

857.50TC

857.50TC

857.50TC

857.50TC

857.37TC

857.37TC

857.37TC

857.37TC

(E)856.52TC

(E)856.91TC

(E)857.26TC

857.10TC

857.19TC

857.28TC

857.35TC

853.22TA

853.47TA

853.73TA

853.44TA

(E)853.56TC

(E)854.18TC

853.22TA

(E)856.16TC

856.95TC

857.09TC

857.23TC

857.34TC

857.40TC

857.37TC

857.37TC

857.40TC

857.40TC

857.45TC

857.45TC

857.40TC

8

5

4

8

5

2

2

'

-

0

"

6' LONG PRECAST CONCRETE PARKING WHEEL

STOP WITH (2) HOLES FOR GROUND STAKES, OR

6' LONG RUBBER WHEEL STOP WITH (3) HOLES FOR

GROUND STAKES

(GROUND STAKES ARE #5 REBAR, 2' LONG)

NEAREST OBSTRUCTION

DRAWN

DESIGN

SCALE:

CADFILE:

APPROVED

CHECKED

APPROVAL

AP

PD

DE

SIG

NC

HK

DD

RW

NR

EV

IS

IO

NS

No.

REV.JOB No.

DWG. No.

12 W. Kennewick Ave.

Kennewick, WA 99336

P: 509.735.1589

F: 509.783.5075

www.meierinc.com

\P

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ELL, W

A

8363

836300-CIVIL

GRADING PLAN

0'

1"

10' 20' 40' 60'

= 20'

2 BUSINESS DAYS

BEFORE YOU DIG

CALL 811

north

GR

AD

IN

G P

LA

N

C111

NOTED

0

1 MEET AND MATCH EXISTING ELEVATION

1

1

1. SEE DRAWING C001 FOR GENERAL NOTES AND LEGEND.

2. FIELD VERIFY ALL MEASUREMENTS AND INVERTS PRIOR TO START OF WORK.

3. SPOT ELEVATIONS AND CONTOURS ARE TO THE TOP OF SIDEWALK, CURB, OR

PAVEMENT FINISHED SURFACE UNLESS NOTED OTHERWISE.

4. DO NOT EXCEED MAXIMUM SLOPE OF 2% IN ANY DIRECTION IN DOOR ENTRIES

OR PATIO AREAS. DO NOT EXCEED MAXIMUM SLOPE OF 4:1 IN ALL OTHER

AREAS OF SITE, UNLESS NOTED OTHERWISE.

JO

HN M. WALKER

STAT

E OF WASHINGTON

R E G I ST E R ED

PROFESSION A L ENGINEE

R

24232BLDG

FF: 857.50'

NOTES

KEY NOTES

DETAIL 1

NTS

C101

WHEEL STOP

1

08/09/2019JMW

08/09/2019JMW

08/09/2019FJM

00/00/0000FJM

08/09/2019

A2014

A201

A201

A201

1

3

21

1

2

2

3

3

4

4

DD

BB

3A301

______

1A301

______VISITORCENTER

05

MEETING

01

MECH/ELEC

04

TICKET WINDOW

HALL

02

OFFICE

06

FD

46'-2 1/2"

2'-4" 20'-9" 7'-11 1/2" 17'-6" 2'-4"

3'-4" 7'-2" 7'-2" 5'-2 1/2" 10'-8" 7'-6" 5'-2"

9'-4

"9

'-10

"6

'-10

"

2'-4" 20'-9" 7'-11 1/2" 17'-6" 2'-4"

3'-4" 14'-4" 15'-10 1/2" 7'-6" 5'-2"

15

'-9

"

A101

1

4A301

______

A401

2

1

3

4

A401

14

13

15

16

A401

17

18

19

20

A501

3

01-1 05-1

07-2

02-2

08-1

08-2

02-1

04-1

1 1

1 1 2 3

4

B

B

TYPICAL HEADER (3) 2X6W/ SINGLE JACK STUD EACH SIDE

CLERESTORY WINDOWS ABOVE, TYP

TYPICAL HEADER (3) 2X6W/ SINGLE JACK STUD EACH SIDE

TYP

TYP

2A301

______

RR

07

RR

08

ST. CONC

01-2

5

5'-10

"7

'-2

"7

'-2

"5

'-10

"

A5044

A504

1

A504

2

A504 3

A502

2

EPSON 100" WHITEBOARD FOR PROJECTION V12H831000

4'-0"

1'-3

"

PROVIDE OUTLET FOR FUTURE MICRO

CORD GROMMET

CORD GROMMET

11"

6'-0"

AA

26

'-0

"

2.5 TON HEAT PUMPFROST PROOF LOCKING

WALL HYDRANT

PLUMBING STUB FOR FUTURE SINK

1'-8"06-1

PARALLAM HEADER W/ DOUBLE JACK STUDS EACH SIDE

26

'-0

"

6'-10

"6

'-2

"6

'-2

"6

'-10

"

46'-2 1/2"

3

3

3

ABOVE

ABOVE

ABOVE

KITCHEN(FUTURE)

03

ST. CONC

ST. CONC

ST. CONC

ST. CONC

ST. CONC

X1

12A101 SIM

07-1

DS

DS

FD

TYPB

B

2'-1 1/2"

CC

1

1

2

2

3

3

4

4

DD

BB

3A301

______

1A301

______

3"

/ 12

"

4A301

______

TYPE 1 ROOFING

TYPE 1 ROOFING

3"

/ 12

"

3"

/ 12

"6

" /

12

"

TYPE 1 ROOFING

TYPE 1 ROOFING

CONTINUOUS MTL GUTTER, PNT, TYP

CONTINUOUS MTL GUTTER, PNT, TYP

CONTINUOUS MTL GUTTER, PNT, TYP

2A301

______

DS

SIDE WALL FLASHING, TYP

AA

DS

CC

2

2 3

B

MECH/ELEC

04

A401

5

6

7

8

A401

9

10

11

12

A401

21

22

23

24

HALL

02

HVAC15 KW ELEC FORCED AIR FURNACE

ELECTRICAL PANEL

ELECTRIC WATER HEATER

1'-0" CLEAR MIN

6" SQUARE FLOOR DRAINSLOPE FLOOR

TO DRAIN

KOALA BABY CHANGING STATION MODEL: KB110-SSRE NOTE: MOUNT 34" TO TOP OF CHANGING SURFACE, TYP

08-1

04-1

02-2

02-1

1'-6

" M

IN C

LE

AR

RR

08

1'-3"

3'-0

"

AMERICAN STANDARD "LUCERNE" WALL MOUNTED SINK,METERING PILLAR TAP FAUCET 1340M.105 W/ STEEL ARM CARRIERS, TYP

AMERICAN STANDARD MADERA TOILET W/ MANUAL FLUSHOMETER, TYP

GFIFEC

FEC

PORC TILE

INV

A

KITCHEN(FUTURE)

03

2

PROVIDE POWER OUTLET FOR FUTURE MICRO + 4'- 6" A.F.F.

ST. CONC

ST. CONC

ST. CONC

PROVIDE PLUMBING STUBS TO ACCOMODATE FUTURE SINK

4'-11

"3

'-6

"6

"3

'-5

"6

'-10

"

3'-9 1/2" 3'-6" 8"

2'-6

"

2'-5"

06-1

08-2

B

B

B

CC

CONSTRUCTION NOTES

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2015 EDITION, THE LOCAL BUILDING AUTHORITY AND ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. PROPOSAL AND CONTRACT SUM SHALL INCLUDE ALL BUILDING PLAN CHECK AND PERMIT FEES (INCLUDING ALL ELECTRICAL, MECHANICAL AND PLUMBING).

2. WASHINGTON STATE ENERGY CODE COMPLIANCE FORMS SHALL BE FILLED OUT AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AT THE TIME OF APPLICATION FOR BUILDING PERMIT. COORDINATE MECHANICAL AND ELECTRICAL ISSUES WITH THE OWNER PRIOR TO SUBMISSION.

3. CASEWORK, FLOORING TYPES AND TRANSITIONS, AND KITCHEN APPLIANCES ARE TO BE COORDINATED BETWEEN OWNER AND THE CONTRACTOR.

4. SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED ACCORDING TO IBC AND LOCAL AUTHORITY IN ALL ROOMS AS REQUIRED BY CODE AND AN ADDITIONAL DETECTOR AT PEAKS OF VAULTED ROOMS, IF APPLICABLE.

5. PROVIDE SAFETY GAZING IN HAZARDOUS LOCATIONS PER IBC (HAZARDOUS LOCATIONS). FOR THIS PROJECT ALL GLAZING SHALL BE SAFETY GLASS UNLESS INSTRUCTED OR OTHERWISE AND ALLOWED BY OWNER.

6. PROVIDE ANY REQUIRED TRUSS HANGERS, AND THE CONNECTION AT BEARING POINTS WHERE UPLIFT EXCEEDS 200 POUNDS.

FLOOR PLAN NOTES

1. ALL WALL ASSEMBLIES TO EXTEND UP TO UNDERSIDE OF DECKING, UNLESS OTHERWISE INDICATED OR NOTED AS PARTITIONS. 2. REFER TO LIGHT FIXTURE SCHEDULE FOR LIGHT FIXTURE TYPES (A201).3. EXTERIOR LIGHTS SHALL BE ON TIMER SWITCH, COORDINATE W/ POWER PLAN AND ELECTRICAL CONTRACTOR.4. ALL WALLS INSULATED. FULL INSULATION ASSEMBLY, SLAB, CEILING ETC. 5. ALL INTERIOR WALLS SHALL BE TYPE "A", UNLESS NOTED OTHERWISE (U.N.O.)6. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS NOTED ON DRAWINGS OR INSTRUCTED BY LOCAL JURISDICTION AND PROVIDE WHOLE

BUILDING FAN FUNCTION TO COMPLY W/ FRESH AIR REQUIREMENTS.7. PROVIDE HORIZONTAL BLINDS AT EXTERIOR WINDOW TYPES.8. PROVIDE BACKING AT ALL ACCESSORY, DOOR STOPS, GRAB BAR. ETC. LOCATIONS.9. WINDOW/DOOR WRAP WOOD DETAILS (A503).10. FURNITURE INDICATED IN HALFTONE GRAY IS OFOI.

ROOF PLAN NOTES

1. DOWN SPOUTS SHALL BE TIGHTLINED, REFER TO CIVIL DRAWINGS. 2. ROOFING BID TO INCLUDE ALL ACCESSORIES, AND MISCELLANEOUS FLASHING FOR WATER TIGHT ROOF ASSEMBLY.

5/8" GWB, PNT2X4 FRAMING @ 16" C/CBATT INSULATION5/8" GWB, PNT

5/8" GWB, PNT2X6 FRAMING @ 16" C/CBATT INSULATION5/8" GWB, PNT

A

B

TYPE 1 ROOF

ASPHALT SHINGLES (PABCO

PRESTIGE CHARCOAL)<OVER>

SLIP SHEET (EDGES/VALLEYS)<OVER>

ICE& WATER SHIELD

(ENTIRE ROOF SURFACE)<OVER>

7/16"PLYWOOD<OVER>

R-38 RIGID INSULATION<OVER>

7/16"PLYWOOD<OVER>

VAPOR BARRIER<OVER>

1-1/8" T&G DECKING<OVER>

PRE-MANUFACTURED TRUSS ASSEMBLY

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

DWG. NO.

SCALE:

JOB NO. REV.

APPROVAL

DR

WN

CH

KD

DE

SIG

NA

PP

D

DRAWN

DESIGN

CHECKED

APPROVED

1

As indicated

C:\U

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363

00

-A1

8 C

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Cen

tra

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8/9

/20

19 2

:34

:25

PM

City

of

Connell

FL

OO

R P

LA

N, R

OO

F P

LA

N

A101

8363

MCD

MCD

TPK

TPK

08/02/2019

08/02/2019

08/02/2019

08/02/2019

08/09/2019

Nort

h F

ranklin

Vis

ito

r C

ente

r

Port

of

Pasco

3/16" = 1'-0"

FLOOR PLAN

3/16" = 1'-0"

ROOF PLAN

REF. A1011/2" = 1'-0"1

ENLARGED RR FLOOR PLAN

PLAN NORTH TRUE NORTH

SHEET NOTES

WALL TYPES

NO

.R

EV

ISIO

NS

DA

TE

PRIVACY LOCKSET

HINGES

STRIKES

PUSH BUTTON NUMERIC LOCK

ADA RESTROOM SIGNAGE

LOCKSET KEYED

DORMA 5300-31 LEVER SET, ROUND ROSE

HARDWARE GROUP A

SURFACE CLOSER W/ STOP

STOP

WEATHER STRIP, GASKET & THRESHOLD

24" BAR PUSH & PULL

PANIC HARDWARE

DEAD BOLT KEYED

B C D E F G

HEAVY DUTY INDUSTRIAL FLAT TRACK KIT W/ STOP

24" BAR PULL

AERO FLAT TRACK KIT W/ STOP

RUSTICA LATCH & LOCK, KEYED, INDUSTRIAL HANDLESA2014

A201

A201

A201

1

3

2

1

1

2

2

3

3

4

4

DD

BB

3A301

______

1A301

______

05

T&G

VISITOR CENTER

01

T&G

MEETING

04

GWB

MECH/ELEC

02

GWB

HALL

06

GWB

OFFICE

4A301

______

SLOPING

2A301

______

07

GWB

RR

08

GWB

RR

SLOPING

T&GSLOPING

T&GSLOPING

T&G SLOPING

T&G SLOPING

DOWN SPOUT, TYP

S

S

S

A5044

A504

1

A504

2

A504 3

PROVIDE 2X SOFFIT FRAMING

PROVIDE 2X SOFFIT FRAMING

PROVIDE 2X SOFFIT FRAMING

3'X3' GWB FRAMED ATTIC ACCESS

B

T

INV

01-1 05-1

01-2

AA

DOWN SPOUT, TYP

P

P

P

A

C

C

D D

D D

E

E

EE

EE

E E

E

E

E

E E

KKKK

N

L

L

L

J1

07-1

07-2

06-1

02-2

02-1

08-1

08-2

N

B

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

J1

E

CC

1. ALL WALL ASSEMBLIES TO EXTEND UP TO UNDERSIDE OF ROOF TRUSS, UNLESS OTHERWISE INDICATED OR NOTED AS PARTITIONS. 2. REFER TO LIGHT FIXTURE SCHEDULE FOR LIGHT FIXTURE TYPES.3. EXTERIOR LIGHTS SHALL BE ON SOLAR TIMER SWITCH, COORDINATE W/ POWER PLAN AND ELECTRICAL CONTRACTOR.4. ALL WALLS INSULATED. FULL INSULATION ASSEMBLY, FLOOR, CEILING ETC. 5. COORDINATE (INSULATED) ROOF WITH TRUSS/ JOIST FRAMING LOCATIONS.6. POSITION SMOKE/CARBON DETECTORS IN ACCORDANCE AND COMPLIANCE WITH THE AHJ.7. ALL DRYWALL TEXTURE SHALL BE LIGHT ORANGE PEEL.8. INTERIOR WD BASE SHALL BE 6" AND STAINED TO MATCH STAIN 1.9. ALL DOOR HARDWARE SHALL BE FINISH: BLACK.10. ALL LIGHTING FIXTURES SHALL BE FINISH: BLACK EXCEPT EXHAUST FANS CONFIRM FINAL SELECTIONS W/ ARCHITECT.11. PROVIDE DOOR HARDWARE AS SPECIFIED OR APPROVED BY ARCHITECT.12. PROVIDE SOLID BLOCKING BEHIND ALL BARN SLIDING DOOR TRACKS, TYP.13. ELECTRICAL CHASES SHALL BE CONCEALED INTO THE INSULATION SYSTEM AT T&G SLOPING CEILINGS, TYP, FLEX BIT; GENERAL CONTRACTOR TO COORDINATE CHASE

RUNS AND LIGHT FIXTURE LOCATIONS WITH SIPS INSTALLER AND ELECTRICAL SUBCONTRACTOR.

S SMOKE / CARBON MONOXIDE DETECTOR (INTERCONNECTED)

8" EQ

8"

EQ

1'-0

"

AHM, PAINT 2

BWD, STAIN 1

INTERIOR

CHM, PAINT 2EXTERIOR INSULATED

DBARN SLIDINGZ-BRACE WD

SFGL

1HM, PAINT

3HM, PAINT

11

15

A503

A503

2"

2"

2"

2"

12A503

13A503

11A503

12A503

13A503

16A503

17A503

15A503

16A503

17A503

PAINT KEY:

PAINT 1: SW 7042 "SHOJI WHITE"

PAINT 2: SW 6258 "TRICORN BLACK"

PAINT 3: BERRIDGE "MATTE BLACK"

PAINT 4: SW 6034 "ARRESTING AUBURN"

CASEWORK KEY:

PLAM 2: (TOP) FORMICA 3696-58 "SHOJI SCREEN"

1. DOOR AND FRAME FINISH COLORS SHALL BE DETERMINED BY THE ARCHITECT PRIOR TO PROCUREMENT. CONTRACTOR SHALL SUBMIT SAMPLES FOR APPROVAL.

2. FIELD VERIFY ALL OPENING DIMENSIONS.

3. CONTRACTOR TO VERIFY AND BID ACCORDINGLY REQUIREMENT FOR KIND HS HEAT TREATED OR TEMPERED GLAZING AT EXTERIOR GLAZING UNITS TO RESIST THERMAL STRESSES INDUCED BY DIFFERENT SHADING WITHIN INDIVIDUAL GLASS

4. ALL HARDWARE IS DESIGN BUILD. PROVIDE COMPLETE OPERATING SYSTEM. COORDINATE REQUIREMENTS WITH ARCHITECT. ALL HARDWARE SHALL HAVE ALL OPERABLE PARTS A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE AS PER ICC/ANSI 117.1.

5. ALL EXTERIOR DOORS SHALL BE INSULATED.

6. PROVIDE TEMPERED SAFETY GLASS IN ALL DOORS PER TYPE.7. ALL INTERIOR WD SWINGING DOORS SHALL HAVE SOLID MDF CORE WITH WD VENEER.

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

DWG. NO.

SCALE:

JOB NO. REV.

APPROVAL

DR

WN

CH

KD

DE

SIG

NA

PP

D

DRAWN

DESIGN

CHECKED

APPROVED

1

As indicated

C:\U

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8 C

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l_m

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4N

8W

5.r

vt

8/9

/20

19 2

:34

:25

PM

City

of

Connell

CE

ILIN

G P

LA

N &

SC

HE

DU

LE

S

A102

8363

MCD

MCD

TPK

TPK

08/02/2019

08/02/2019

08/02/2019

08/02/2019

08/09/2019

Nort

h F

ranklin

Vis

ito

r C

ente

r

Port

of

Pasco

3/16" = 1'-0"

CEILING PLANPLAN NORTH TRUE NORTH

DOOR SCHEDULE

DOORNUM.

DOOR SIZE DOOR FRAME HARDWAREGROUP COMMENTSW H T TYPE MAT'L FINISH LOUVER GLASS TYPE MAT'L FINSIH

01-1 6'-0" 8'-0" 1 1/2" C HM PAINT 2 - SFGL, INSULATED 2 HM PAINT 2 C PANIC HARDWARE, LOCKING, CLOSER

01-2 6'-0" 8'-0" 1 1/2" C HM PAINT 2 - SFGL, INSULATED 2 HM PAINT 2 B LOCKING

02-1 3'-6" 8'-0" 1 3/4" D WD FF - - MFR HM PAINT 2 E BARN SLIDING DOOR: REAL CARRIAGE DOORS OR RUSTICA, Z-BRACE, DOUGLAS FIR, CHARCOAL BLACK, SANDED, LOCKING

02-2 3'-6" 8'-0" 1 3/4" D WD FF - - MFR HM PAINT 2 E BARN SLIDING DOOR: REAL CARRIAGE DOORS OR RUSTICA, Z-BRACE, DOUGLAS FIR, CHARCOAL BLACK, SANDED, LOCKING

04-1 3'-6" 8'-0" 1 3/4" D WD FF - - MFR HM PAINT 2 D BARN SLIDING DOOR: REAL CARRIAGE DOORS OR RUSTICA, Z-BRACE, DOUGLAS FIR, CHARCOAL BLACK, SANDED, LOCKING

05-1 3'-0" 8'-0" 1 1/2" C HM PAINT 2 - SFGL, INSULATED 1 HM PAINT 2 C PANIC HARDWARE, LOCKING, CLOSER

06-1 3'-0" 8'-0" 1 1/2" B WD PAINT 2 - - 1 HM PAINT 2 A LOCKING

07-1 3'-0" 8'-0" 1 1/2" A HM PAINT 2 - - 1 HM PAINT 2 G LOCKING, PRIVACY LATCH, CLOSER, EXTERIOR INSULATED

07-2 3'-0" 8'-0" 1 1/2" A HM PAINT 2 - - 1 HM PAINT 2 G LOCKING, PRIVACY LATCH, CLOSER, INTERIOR

08-1 3'-0" 8'-0" 1 1/2" A HM PAINT 2 - - 1 HM PAINT 2 G LOCKING, PRIVACY LATCH, CLOSER, EXTERIOR INSULATED

08-2 3'-0" 8'-0" 1 1/2" A HM PAINT 2 - - 1 HM PAINT 2 G LOCKING, PRIVACY LATCH, CLOSER, INTERIOR

ROOM FINISH SCHEDULE

ROOMNUM. NAME

FLOOR

BASE

NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING

COMMENTSSUBFLOOR FINSIH MAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'LTYPE/FINISH HEIGHT

01 MEETING CONC ST. CONC WD GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 T&G STAIN 1 VARIES

02 HALL CONC ST. CONC WD GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 9'-0"

03 KITCHEN (FUTURE) CONC ST. CONC WD GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 9'-0"

04 MECH/ELEC CONC ST. CONC WD GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 9'-0"

05 VISITOR CENTER CONC ST. CONC WD GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 T&G STAIN 1 VARIES

06 OFFICE CONC ST. CONC WD GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 9'-0"

07 RR CONC PORC FCTB TBB PORC TILE TBB PORC TILE TBB PORC TILE TBB PORC TILE GWB PAINT 1 9'-0" FULL HEIGHT TILE, EPOXY GROUT AT ALL TILE AREAS, COLOR TBD

08 RR CONC PORC FCTB TBB PORC TILE TBB PORC TILE TBB PORC TILE TBB PORC TILE GWB PAINT 1 9'-0" FULL HEIGHT TILE, EPOXY GROUT AT ALL TILE AREAS, COLOR TBD

INTERIOR GENERAL NOTES

LIGHTING FIXTURE SCHEDULE

DOOR TYPES

DOOR FRAME TYPES

MATERIAL SCHEDULESYMBOL MATERIAL DESCRIPTION MANUFACTURER STYLE COLOR/ FINISH SIZE NOTES

FCTB FLUSH COVE TILE BASE DALTILE, OR APPROVED ARTICULO COLLECTION TBD 6" INSTALL PER TCNA 2019

PORC PORCELAIN TILE DALTILE, OR APPROVED ARTICULO COLLECTION TBD 24" x 12"

ST. CONC STAINED CONCRETE L.M. SCOFIELD COMPANY, OR APPROVED CHEMSTAIN CLASSIC CS-2 PADRE BROWN -

TBB TILE BACKER BOARD USG OR APPROVED DUROCK - 5/8" THICK

DOOR NOTES

DOOR HARDWARE SCHEDULE

NO

.R

EV

ISIO

NS

DA

TE

FINISH FLOOR100'-0"

T.O. PLATE 1110'-0"

T.O. PLATE 2112'-0"

D B1A301

______

RIDGE 1114'-5 3/4"

6"

12"

3"

12"

3"

12"

3"

12"

A

3 3 3 106'-8"

108'-2"

HORIZONTAL FABRAL FABRIB 24 GA CORRUGATED STEEL SIDING PANEL SYSTEM FINISH EURAZINC PRO, TYPOR APPROVED EQUAL

1X6 CEMENT BOARD BASE TRIM, TYP

1X CEMENT BOARD CORNER TRIM@ CONCRETE SIDING OUTSIDE CORNERS

@ END WALLS, TYP, SEE DETAIL 2/A503

1X12 CEMENT SOFFIT BOARD, TYP

RIDGE 2117'-7 1/2"

C

FINISH FLOOR100'-0"

T.O. PLATE 1110'-0"

T.O. PLATE 2112'-0"

1234 3A301

______ 4A301

______

4

05-1 08-1

1 1

01-1

2A301

______

3"

/ 12

"

3"

/ 12

"

1"X3.5" CEMENT BOARD TRIM, TYPVERTICAL CEMENT BOARD SIDING, BOARD & BATTEN, BATTENS @ 12 C/C, TYP

1"X3.5" CEMENT BOARD TRIM, TYP

1X12 CEMENT SOFFIT BOARD, TYP

HORIZONTAL FABRAL FABRIB 24 GA CORRUGATED STEEL SIDING PANEL SYSTEM FINISH EURAZINC PRO, TYP

OR APPROVED EQUAL

SILL103'-0"

PAINT 4

1X CEMENT BOARD CORNER TRIM @ CONCRETE SIDING OUTSIDE CORNERS @ END WALLS, TYP

SEE DETAIL 2/A503

8" ALUM ADDRESS NUMBERS, BLACK

1X6 CEMENT BOARD BASE TRIM, TYP

1X CEMENT BOARD CORNER TRIM @ CONCRETE SIDING OUTSIDE CORNERS @ END WALLS, TYPSEE DETAIL 2/A503

CONTINUOUS MTL GUTTER, PNT, TYP

7'-9

"

KNOXBOX 3200, RECESSEDMOUNT, COLOR: BLACK

5'-0

"

FINISH FLOOR100'-0"

T.O. PLATE 1110'-0"

T.O. PLATE 2112'-0"

1 2 3 43

A301______

RIDGE 1114'-5 3/4"

4A301

______ 2A301

______

1 1 2

3

3"

/ 12

"

1"X3.5" CEMENT BOARD TRIM, TYP

VERTICAL CEMENT BOARD SIDING, BOARD & BATTEN, BATTENS @ 12 C/C, TYP

1X12 CEMENT SOFFIT BOARD, TYP

1X6 CEMENT BOARD BASE TRIM, TYP

SILL103'-0"

PAINT 4

6"

/ 12

"

1X CEMENT BOARD CORNER TRIM @ CONCRETE SIDING OUTSIDE CORNERS @ END WALLS, TYPSEE DETAIL 2/A503

1X CEMENT BOARD CORNER TRIM @ CONCRETE SIDING OUTSIDE CORNERS @ END WALLS, TYP

SEE DETAIL 2/A503

CONTINUOUS MTL GUTTER, PNT, TYP

DOWNSPOUT

HORIZONTAL FABRAL FABRIB 24 GA CORRUGATED STEEL SIDING PANEL SYSTEM FINISH EURAZINC PRO, TYPOR APPROVED EQUAL

RIDGE 2117'-7 1/2"

DB1

A301______

6"

12"

A

VERTICAL CEMENT BOARD SIDING,BOARD & BATTEN, BATTENS @ 12 C/C, TYP

1X CEMENT BOARD CORNER TRIM @ CONCRETE SIDING OUTSIDE CORNERS @ END WALLS, TYPSEE DETAIL 2/A503

1X6 CEMENT BOARD BASE TRIM, TYP

3"

12"

1X12 CEMENT SOFFIT BOARD, TYP

01-2

C

EXTERIOR FINISH NOTES:

1. EXTERIOR FINISH NOTES REFER TO BUILDING, UNO.

2. SEE BELOW FOR PAINT KEY.

3. EXTERIOR HM DOORS SHALL BE PAINT 2.

4. EXTERIOR HM FRAMES SHALL BE PAINT 2.

5. EXTERIOR DOOR AND WINDOW CEMENT BOARD TRIM SHALL BE PAINT 2.

6. EXTERIOR SOFFIT BOARD TRIM SHALL BE PAINT 2.

7. EXTERIOR LOUVERS AND ASSOCIATED EXPOSED FLASHING PAINT COLOR SHALL MATCH ADJACENT SURFACE.

8. ROOF TOP VENTS, COWLS, FLUES, AND ASSOCIATED FLASHING SHALL BE PREFINISHED AND/OR PAINTED IN COLOR TO MATCH ADJACENT ROOF.

9. ALL METAL FASCIA SHALL BE PREFINISHED IN COLOR TO MATCH ADJACENT ROOF.

10. ALL EXPOSED STEEL AND FASTENERS SHALL BE PRE-FINISHED OR PAINTED BLACK, UNO.

11. GUTTERS AND DOWNSPOUTS SHALL MATCH PAINT 2.

12. EXPOSED STEEL CHANNELS SHALL BE PAINTED TO MATCH PAINT 2, UNO.

13. ALL HM WINDOW FRAMES SHALL MATCH PAINT 2.

14. EXPOSED WD TRUSSES, WD STUDS, WD FRAMING AND T&G DECKING SHALL BE DOUGLAS FIR GRADE C & BETTER, CLEAR VERTICAL GRAIN (CVG)

15. INTERIOR AND EXTERIOR DOUGLAS FIR SHALL RECEIVE CLEAR UV STABLE SEALER, MATTE FINISH.

16. ALL CEMENT BOARD & BATTEN SURFACES SHALL BE FINISH: 'SMOOTH'.

PAINT KEY:

PAINT 1: SW 7042 "SHOJI WHITE"

PAINT 2: SW 6258 "TRICORN BLACK"

PAINT 3: BERRIDGE "MATTE BLACK"

PAINT 4: SW 6034 "ARRESTING AUBURN"

CASEWORK KEY:

PLAM 2: (TOP) FORMICA 3696-58 "SHOJI SCREEN"

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

DWG. NO.

SCALE:

JOB NO. REV.

APPROVAL

DR

WN

CH

KD

DE

SIG

NA

PP

D

DRAWN

DESIGN

CHECKED

APPROVED

1

As indicated

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:34

:26

PM

City

of

Connell

EX

TE

RIO

R E

LE

VA

TIO

NS

A201

8363

MCD

MCD

TPK

TPK

08/02/2019

08/02/2019

08/02/2019

08/02/2019

08/09/2019

Nort

h F

ranklin

Vis

ito

r C

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of

Pasco

3/16" = 1'-0"4

EAST ELEVATION

3/16" = 1'-0"1

NORTH ELEVATION

3/16" = 1'-0"2

SOUTH ELEVATION

3/16" = 1'-0"3

WEST ELEVATION

NO

.R

EV

ISIO

NS

DA

TE

FINISH FLOOR100'-0"

T.O. PLATE 1110'-0"

B.O. FOOTING97'-0"

DB1

A301______

02-2

HALL

02

A

RR

08RR

07

MECH/ELEC

04

KITCHEN(FUTURE)

03

C

FINISH FLOOR100'-0"

T.O. PLATE 1110'-0"

B.O. FOOTING97'-0"

1 2 3 43A301

______4A301

______

A301

9

A301

7

1

01-1

1

04-105-1

4

MEETING

01

HALL

02

VISITORCENTER

05

2A301

______

SILL103'-0"

106'-8"

108'-2"

FINISH FLOOR100'-0"

T.O. PLATE 2112'-0"

B.O. FOOTING97'-0"

DB1

A301______

A301

5

02-1MEETING

01SILL103'-0"

A

PRE-MANUFACTURED WD TRUSSES

A501

7

C

2A501

2

B

(3) 2X6 WOOD HEADER

02-1

CEMENT BOARD VERTICAL SIDING, SMOOTH W/ VERTICAL BATTEN BOARDS @ 12 C/C

LIQUID APPLIED AIR BARRIER1/2" PLYWOOD SHEATHING

R-21 BATT INSULATION6M MIL VAPOR BARRIER

5/8" GWB

5/8" TYPE X GWB2X6 WD STUDS @ 16 C/C

5/8" TYPE X GWB

SOLID BLOCKING BEHIND BARN SLIDING DOOR HARDWARE, TYP

8"

2'-0"

FINISH FLOOR100'-0"

T.O. PLATE 2112'-0"

A501

5

A501

4

CEMENT BOARD VERTICALSIDING, SMOOTH W/ VERTICAL

BATTEN BOARDS @ 12 C/CLIQUID APPLIED AIR BARRIER

1/2" PLYWOOD SHEATHINGR-21 BATT INSULATION

6M MIL VAPOR BARRIER5/8" GWB

MEETING

01

R10 RIGID PERIMETER INSULATION, TYP

DAMP PROOFING, TYP

1/2" DIAMETER A.B. AT 6'-0" C/C W/ 7" MIN EMBED AND 2"X2" X 5/16" DIA. WASHEк

SILL SEALER, TYP

#4 HORIZONTAL MIN WITHIN 12" OF TOP

NATIVE UNDISTURBED SOIL

#5 HORIZONTAL MIN

#4 VERTICAL AT 48" C/C

FINISH FLOOR5" CONCRETE SLAB

VAPOR BARRIER

10"

2'-2

" 8"

1'-6"

SILL103'-0"

3"

A

CLR

TY

P

108'-2"

T.O. PLATE 1110'-0"

4

A501

6

CORRUGATED STEEL HORIZONTAL SIDINGLIQUID APPLIED AIR BARRIER1/2" PLYWOOD SHEATHINGR-21 BATT INSULATION6M MIL VAPOR BARRIER5/8" GWB

3

R10 RIGID PERIMETER INSULATION, TYP

1/2" DIAMETER A.B. AT 6'-0" C/C W/ 7" MIN EMBED AND 2"X2" X 5/16" DIA. WASHER

SILL SEALER, TYP

#4 HORIZONTAL MIN WITHIN 12" OF TOP

#5 HORIZONTAL MIN

#4 VERTICAL AT 48" C/C

1X6 CEMENT BOARD BASE TRIM, TYP

1X CEMENT BOARD CORNER TRIM@ CONCRETE SIDING OUTSIDE CORNERS @ END WALLS, TYP, SEE DETAIL 2/A503

106'-8"

108'-2"

T.O. PLATE 1110'-0"

D1A301

______

4

3

VISITORCENTER

05

OFFICE

06

A301

6

SILL103'-0"

A

3 3 3

5

A501

8

C

T.O. PLATE 1110'-0"

B.O. FOOTING97'-0"

CORRUGATED STEEL HORIZONTAL SIDINGLIQUID APPLIED AIR BARRIER

1/2" PLYWOOD SHEATHINGR-21 BATT INSULATION

6M MIL VAPOR BARRIER5/8" GWB

A501

1

VISITORCENTER

05

DAMP PROOFING, TYP

SILL SEALER, TYP

NATIVE UNDISTURBED SOIL

A501

5

SIM

A501

4

SIM

A

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

DWG. NO.

SCALE:

JOB NO. REV.

APPROVAL

DR

WN

CH

KD

DE

SIG

NA

PP

D

DRAWN

DESIGN

CHECKED

APPROVED

1

As indicated

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:34

:27

PM

City

of

Connell

BU

ILD

ING

& W

ALL

SE

CT

ION

S

A301

8363

MCD

MCD

TPK

TPK

08/02/2019

08/02/2019

08/02/2019

08/02/2019

08/09/2019

Nort

h F

ranklin

Vis

ito

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Port

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Pasco

REF. A1013/16" = 1'-0"3

BUILDING SECTION 3

REF. A1013/16" = 1'-0"1

BUILDING SECTION 1

REF. A1013/16" = 1'-0"4

BUILDING SECTION 4

REF. A3013/4" = 1'-0"9

WALL SECTION 4REF. A3013/4" = 1'-0"

5WALL SECTION 1

REF. A3013/4" = 1'-0"7

WALL SECTION 3

REF. A1013/16" = 1'-0"2

BUILDING SECTION 2

REF. A3013/4" = 1'-0"6

WALL SECTION 2

NO

.R

EV

ISIO

NS

DA

TE

02-1

FEC 1

01-1

1 1 1

3'-0

"

EPSON 100" WHITE BOARD W/

PROJECTION SURFACE W/

MAGNETS, MARKERS, PEN CUP, & ERASER

PROVIDE MOUNTING HARDWARE PER EPSONPROVIDE SOLID BLOCKING BEHIND ANCHORS, TYP

01-2

04-1 02-2

FUTURE KITCHEN

02-1

ELEC WATER

HEATER

ELEC PANEL

INVERTER

ELEC WATER HEATER

04-1

ELEC FORCED

AIR FURNACE

3 3

6'-8

" 05-1

4

3'-0

"

2

2'-10

"

9

A501

5

10

'-0

"

02-208-2

FEC

2'-10

"

5

SPEED BRACE

06-1

9

A501

3

6'-8

" 07-2 08-1

BABY CHANGING STATION

08-2

20X36MIRROR

SD

KEYED HOSE BIB2'-3 1/2"

PTD TSCDGFCI

4'-0

"

COAT HOOKS (5)

ADA COAT HOOK

TPD NDU

3

2

6'-8

"

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

DWG. NO.

SCALE:

JOB NO. REV.

APPROVAL

DR

WN

CH

KD

DE

SIG

NA

PP

D

DRAWN

DESIGN

CHECKED

APPROVED

1

1/4" = 1'-0"

C:\U

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City

of

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INT

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IOR

EL

EV

AT

ION

S

A401

8363

MCD

MCD

TPK

TPK

08/02/2019

08/02/2019

08/02/2019

08/02/2019

08/09/2019

Nort

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REF. A1011/4" = 1'-0"1

MEETING 01 EASTREF. A1011/4" = 1'-0"

2MEETING 01 NORTH

REF. A1011/4" = 1'-0"3

MEETING 01 SOUTHREF. A1011/4" = 1'-0"

4MEETING 01 WEST

REF. A1011/4" = 1'-0"5

HALL 02 NORTHREF. A1011/4" = 1'-0"

6HALL 02/03 EAST

REF. A1011/4" = 1'-0"7

FUTURE KITCHEN 03 SOUTHREF. A1011/4" = 1'-0"

8HALL 02/03 WEST

REF. A1011/4" = 1'-0"9

MECH/ELEC 04 NORTHREF. A1011/4" = 1'-0"

10MECH/ELEC 04 EAST

REF. A1011/4" = 1'-0"11

MECH/ELEC 04 EASTREF. A1011/4" = 1'-0"

12MECH/ELEC 04 WEST

REF. A1011/4" = 1'-0"13

VISITOR CENTER 05 EASTREF. A1011/4" = 1'-0"

14VISITOR CENTER 05 NORTH

REF. A1011/4" = 1'-0"15

VISITOR CENTER 05 SOUTHREF. A1011/4" = 1'-0"

16VISITOR CENTER 05 EAST

REF. A1011/4" = 1'-0"17

OFFICE 06 NORTHREF. A1011/4" = 1'-0"

18OFFICE 06 EAST

REF. A1011/4" = 1'-0"20

OFFICE 06 WESTREF. A1011/4" = 1'-0"

21RR 08 NORTH

REF. A1011/4" = 1'-0"22

RR 08 EASTREF. A1011/4" = 1'-0"

23RR 08 SOUTH

REF. A1011/4" = 1'-0"24

RR 08 WESTREF. A1011/4" = 1'-0"

19OFFICE 06 SOUTH

NO

.R

EV

ISIO

NS

DA

TE

FINISH FLOOR100'-0"

MEETING

01

4" CEMENT BOARD TRIM ALL SIDES

MTL SILL PAN FLASHING, TYP

HM WINDOW ASSEMBLYFLASH AND SEAL FOR A

WEATHER TIGHT FINISH, TYP

4" WD BASE6" CEMENT BOARD BASE

SEALANT ALL SIDES, TYP.SILL103'-0"

CEMENT BOARD VERTICAL SIDING, SMOOTH W/ VERTICAL BATTEN

BOARDS @ 12 C/C

LIQUID APPLIED AIR BARRIER1/2" PLYWOOD SHEATHING

R-21 BATT INSULATION6M MIL VAPOR BARRIER

5/8" GWB

1/2" WOOD (6") APRONAROUND WINDOW, STAIN

1/2" WOOD SILL, STAIN

A

SILL SEALER, TYP

12" CONC FOUNDATION @ BRICK

RIGID PERIMETER FOUNDATION WALL INSULATION

T.O. PLATE 2112'-0"

2

CEMENT BOARD VERTICAL SIDING, SMOOTH W/ VERTICAL BATTEN BOARDS @ 12 C/CLIQUID APPLIED AIR BARRIER1/2" PLYWOOD SHEATHINGR-21 BATT INSULATION6M MIL VAPOR BARRIER5/8" GWB

T&G DECKING, GLUE & SCREW

SEALANT W/ BACKER ROD, TYP

SIDE WALL FLASHING, TYP

T&G DECKING, GLUE & SCREW

8"

SEALANT, TYP

4" CEMENT BOARD TRIM

METAL DRIP EDGE

TYPE 1 ROOF

5 1/2" CEMENT SMOOTH CEMENT BOARD

11 1/4" SMOOTH CEMENT BOARD

POLYISO INSULATION

POLYISO INSULATION

TYPE 1 ROOF

A502

6

5/8" TYPE X GWB2X6 WD STUDS @ 16 C/C5/8" TYPE X GWB

PRE-MANUFACTURED TRUSSESWITH ADDITIONAL FRAMING AS REQUIRED TO ATTACH GWB BOTH SIDES

T.O. PLATE 1110'-0"

TYPE 1 ROOF

4" "K" SERIES MTL GUTTER

1X12 CEMENT BOARD FASCIA

24 GA MTL DRIP EDGE FLASHING

SECURE TO NAILER

T&G DECKING, GLUE & SCREW

SEALANT W/ BACKER ROD, TYP

POLYISO INSULATION

2X6 BOX HEADER

CORRUGATED STEEL HORIZONTAL SIDINGLIQUID APPLIED AIR BARRIER

1/2" PLYWOOD SHEATHINGR-21 BATT INSULATION

6M MIL VAPOR BARRIER5/8" GWB

2X WD NAILER

BEVELED WD BLOCKING

T&G DECKING, GLUE & SCREW

8D RING SHANK NAILS @ 6" C/C BOTH SIDES

SEALANT

A

4" CEMENT BOARD TRIM

1X6 CEMENT BOARD FASCIA

PROVIDE ADA PADS, PER SPECS

ACCESSIBLELAVATORY

RIM HT.

STANDARDLAVATORY

RIM HT.

18" X 30"MIRROR

UNO

ACCESSIBLEPAPER TOWEL

DISPENSER(PTD)

AS INDICATED(OFCI)

SOAPDISPENSERS

(SD) AS INDICATED

(OFCI)

TOILET PAPER

DISPENSER(TPD)

@ ALL W/CLOCATIONS

(OFCI)

SANITARY NAPKIN

DISPENSERLOCATION DIRECTED

BY OWNER

FIRE EXTINGUISHERCABINET

(FEC)

FE

C

GARMENT HOOK(GH)

MOUNT ON BACKSIDEOF ALL RESTROOM DOORS

& PARTITIONS, U.N.O.

TOILETSEAT COVERDISPENSER

(TSCD)PROVIDE ONE ABOVE EA.

RESTROOM WATER CLOSET

NAPKINDISPOSAL

UNIT(NDU)

PROVIDE ONE @ ALL ADA

STALLS, WOMEN

RECOMMENDEDMOUNTING HEIGHT

OFF FLOOR FORBARRIER-FREE

DESIGN4'-9"

WA

LL A

TLA

VA

TO

RIE

S

PTD

NOTE: AT RESTROOMS/TOILET ROOMS THE TOWEL,SOAP, AND SANITARY NAPKIN DISPENSERS SHALL BEINSTALLED SO AS NOT TO EXCEED 40" AFF TO ANYOPERATING CONTROLS, RECEPTACLE, OR DISPENSER.

15"

HEIGHT OF LAVATORIES

MA

X

34"

36"

36"

MA

X

40"

18"

HEIGHT OF MIRRORSICC A117.1-2012, 603.3 MIRRORS

WA

LL

MIN

24"

CLR

FO

RW

AR

D R

EA

CH

3'-8

" M

AX

SID

E R

EA

CH

4'-0

" M

AX

FORWARD REACH

RE

CO

ME

ND

ED

60

" -

66

"

15"

MIN

15"

MIN

32

" -

38

"

48" 60"

DISPENSERS

BABY CHANGINGSTATION

MA

X A

DA

48

1/2

"TO BOTTOM

EDGE OF

REFLECTING SURFACE

ICC A117.1-2012

ICC A117.1-2012 ICC A117.1-2012

28

"- 3

9"

GRABBAR

T.O. SEAT

ACCESSIBLEWATER CLOSET (W/C)

TPD

WA

LL

WA

LL

33

"-36

"

42"

17

"-19

"

CLR

18"

ACCESSIBLE FLOOR MOUNTEDWATER CLOSET (W/C)

ICC A117.1-2012ACCESSIBLE FLOOR MOUNTED

WATER CLOSET (W/C)

39"-41"

54" MIN

MIN

18"

ICC A117.1-201236" MIN

CL

42" MIN

CL

24" MIN

42" MAX

MIN

12"

MIN

24"

CRL SATIN ANODIZED ALUMINUM 5-5/16" NO-DRAFT SPEAK-THRU

1/2" LAMINATED GLASS

3-1/2" HOLE DIAM

CRL SATIN ANODIZED SEMICIRCULAR DESIGN TICKET WINDOW W/ 6-1/2" X 3-1/4" OPENING

2'-11

"5

'-2

"

2"

4'-0"

2"

5'-0"

5'-2

"

2"

2"

+ 6

'-8

" B

O S

ILL

1'-6

"

2"

5'-0"

2"

5'-2

"2

'-11

"

2"

4'-0"

2"

1 2 3

4

SFGLINSULATED

SFGLINSULATED

SFGLINSULATED

HMHOLLOW METAL

HMHOLLOW METAL

HMHOLLOW METAL

HMHOLLOW METAL

5HMHOLLOW METAL

INTERIOR SLIDING

5'-2

"2

'-11

"

2"

6'-0"

2"

PROVIDE HAND GRIPPROVIDE LOCK

SFGL

NOTE: PROVIDE HORIZONTAL BLINDS AT ALL EXTERIOR WINDOWS: 3" WD SLATS, BLACK FINISH, INSIDE MOUNT

(3) 2X6 WOOD HEADER

4" CEMENT BOARD TRIM ALL SIDES

MTL HEAD FLASHING, TYP

HM WINDOW ASSEMBLY

FLASH AND SEAL FOR A WEATHER TIGHT FINISH, TYP SEALANT ALL SIDES, TYP.

1/2" WOOD (6") APRONAROUND WINDOW, STAIN

1/2" WOOD TRIM, STAIN

A

4

(3) 2X6 WOOD HEADER

MTL HEAD FLASHING, TYP

SEALANT ALL SIDES, TYP.

WD PICTURE FRAME, WRAP ALL SIDES, TYP

LAP AIR BARRIER OVER FLASHING, TYP

HM CLERESTORY WINDOW ASSEMBLY

CORRUGATED STEEL HORIZONTAL SIDINGLIQUID APPLIED AIR BARRIER1/2" PLYWOOD SHEATHINGR-21 BATT INSULATION6M MIL VAPOR BARRIER5/8" GWB

MTL SILL PAN FLASHING, TYP

FLASH AND SEAL FOR A WEATHER TIGHT FINISH, TYP

108'-2"

106'-8"

2

STEEL C-CHANNEL, BLACK POWDER COAT, TYP

1/2" PLYWOOD SHIM, TYP

2X6 JAMB STUD, TYP

4"X3" MTL DOWNSPOUT

SEALANT, TYP

PROVIDE CONCEALED DOWNSPOUT ANCHORS

A

WOOD SILL BELOW

1/2" WOOD JAMB, STAIN

BACKER ROD AND SEALANT

WINDOW TYPE PER ELEVATIONS

EXTEND AIR BARRIER 3"INTO WALL OPENING

CAULK

1"X3.5" CEMENT BOARD TRIM, PAINT TRIM, PAINT

7/8" PLYWOOD SHIM, TYP

1/2" WOOD INFILL AROUND DOOR

ALUMINUM J TRIM, MITER CORNERS

METAL DOOR FRAME, PAINT

6"x1/2" WOOD APRONAROUND DOOR, PAINT

DOOR PER SCHEDULE

SEALANT

1"X3.5" CEMENT BOARD TRIM, PAINT

VERTICAL CEMENT BOARD SIDING,BOARD & BATTEN, BATTENS @ 12 C/C, TYP

SEALANT, TYP

HORIZONTAL FABRAL FABRIB 24 GA CORRUGATED STEEL SIDING PANEL SYSTEM FINISH EURAZINC PRO, TYP

OR APPROVED EQUAL

T.O. PLATE 2112'-0"

DOUGLAS FIR PRE-MANUFACTURED ROOF TRUSS A

2X6 TOP CORDW/ CONNECTION PLATES, BLACK POWDER COAT

2X6 BOTTOM CORD W/ CONNECTION PLATES, BLACK POWDER COAT

BOLT PATTERN & PLATE SIZE PER TRUSS MANUFACTURE, TYP

PROVIDE THROUGH BOLT CONNECTIONS @ PLATES, TYP2X6 WEB MEMBERS, TYP

25'-6"

T.O. PLATE 1110'-0"

2X6 TOP CORDW/ CONNECTION PLATES, BLACK POWDER COAT

BOLT PATTERN & PLATE SIZE PER TRUSS MANUFACTURE, TYP

PROVIDE THROUGH BOLT CONNECTIONS @ PLATES, TYP2X6 WEB MEMBERS, TYP

12'-9" 12'-9"

PLAM ANGLE BRACKET AND WALL PANEL

3/4" PARTICLE BOARD, PAINTED

3/4" PARTICLE BOARD W/ PLASTIC LAMINATE SURFACE AT COUNTERTOP, BACKSPLASH AND FRONT TRIM

2'-0"

1'-4

"

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

DWG. NO.

SCALE:

JOB NO. REV.

APPROVAL

DR

WN

CH

KD

DE

SIG

NA

PP

D

DRAWN

DESIGN

CHECKED

APPROVED

1

As indicated

C:\U

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/20

19 2

:34

:29

PM

City

of

Connell

INT

ER

IOR

DE

TA

ILS

A501

8363

MCD

MCD

TPK

TPK

08/02/2019

08/02/2019

08/02/2019

08/02/2019

08/09/2019

Nort

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ranklin

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Pasco

REF. A3011 1/2" = 1'-0"4

SILL @ WINDOW TYPREF. A3011 1/2" = 1'-0"

2ROOF & WALL INTERSECTION

REF. A3011 1/2" = 1'-0"1

TYPICAL EAVE

FIXTURE MOUNTING HEIGHTS

WINDOW TYPES

REF. A3011 1/2" = 1'-0"5

HEADER @ WINDOWREF. A3011 1/2" = 1'-0"

6CELERESTORY WINDOW

REF. A1013" = 1'-0"3

STEEL CHANNEL

REF. A3013/8" = 1'-0"7

TRUSS A

REF. A3013/8" = 1'-0"8

TRUSS B

REF. A4011" = 1'-0"9

COUNTERTOP WALL ATTACHED PLAM

NO

.R

EV

ISIO

NS

DA

TE

1/4"

1"

TOP OF FEC @ 5'-0" AFF

SEMI-RECESSED FIRE EXTINGUISHER CABINET (FEC).

VERIFY ROUGH OPENING AND INSTALLATION REQ W/ MFR.

REFER TO FLOOR PLAN FOR WALL TYPE.

PROVIDE 2X BLOCKINGLIQUID APPLIED AIR BARRIER

MEMBRANE OVER SHEATHING

AND PENETRATION

3"

MIN

AIR BARRIER TRANSITION

MEMBRANE PLACED OVER

CONTINUOUS LAYER OF

CONTACT ADHESIVE PER

MANUF STANDARD DETAIL

TOOLED BEAD OF MANUF

APPROVED SEALANT BEAD

MANUF APPROVED SEALANT

BOXED HEADER,PER STRUCTURALSCHEDULE.

DOOR PER SCHEDULE

1/2" WOOD INFILL UNDERDOOR APRON, EACH SIDE

6"x1/2" WOOD APRONAROUND DOOR, EACH SIDE

METAL DOOR FRAME,PAINT

EXTEND AIR BARRIER 3" INTOWALL OPENING

STRUCTURAL HEADER, TYP.

METAL DOOR FRAME, PAINT

DOOR PER SCHEDULE

6"x1/2" WOOD APRON AROUNDDOOR, STAIN

1/2" WOOD INFILL UNDERDOOR APRON

SEALANT

CEMENT BOARD PANEL, PNT

CEMENT BOARD BATTEN, PNT

24 GA SOFFIT/DRIP FLASHINGAS SHOWN, PAINT

1"X3.5" CEMENT BOARD TRIM, PAINT EXTEND AIR BARRIER 3"INTO WALL OPENING

24 GA SOFFIT/ DRIP FLASHING AS SHOWN, PAINT

STRUCTURAL HEADER, TYP

METAL DOOR FRAME, PAINT

6"x1/2" WOOD TRIMAROUND DOOR, STAIN

DOOR PER SCHEDULE

1/2" WOOD INFILL UNDER DOOR APRON

1"X3.5" CEMENT BOARD TRIM, PAINT

ALUMINUM J TRIM, MITER CORNERS

HORIZONTAL FABRAL FABRIB 24 GA CORRUGATED STEEL SIDING PANEL SYSTEM FINISH EURAZINC PRO, TYP

STAINLESS STEEL FLAT HEAD HEX TAMPER FASTENERS @ EVERY 3RD CORRUGATION VALLEY VERTICALLY & 24" C/C HORIZ, FASTEN & SEAL @ OVERLAPS, TYP

1/2" WOOD INFILL AROUND DOOR

ALUMINUM J TRIM, MITER CORNERS

METAL DOOR FRAME,PAINT

6"x1/2" WOOD APRONAROUND DOOR, PAINT

DOOR PER SCHEDULE

SEALANT

1"X3.5" CEMENT BOARD TRIM, PAINT

HORIZONTAL FABRAL FABRIB 24 GA CORRUGATED STEEL SIDING PANEL SYSTEM FINISH EURAZINC PRO, TYP

METAL DOOR FRAME, PAINT

DOOR PER SCHEDULE

CEMENT BOARD TRIM, PAINT

1/2" WOOD INFILL AROUND DOOR

6"x1/2" WOOD APRONAROUND DOOR, STAIN

SEALANT

SEALANT BED, TYP.

SLOPE EXTERIORCONCRETE AWAY FROM BUILDING

FULL DEPTH THRESHOLD, TYP.

FINISH FLOORING

DOOR SWEEP, TYP.

DOOR THRESHOLD,EMBED IN SEALANT

DOOR PER SCHEDULE

METAL DOOR FRAMEBEYOND, PAINT

DOOR ASSEMBLY

SEALANT BED, TYP.

SLOPE EXTERIORCONCRETE WALKWAYAWAY FROM BUILDING

FULL DEPTH THRESHOLD, TYP.

INTERIOR FINISHFLOORING

FOUNDATION WALL

REFER TO WALL TYPES AND DETAILS FOR OVERALL DEPTH OF FRAMES

PERIMETER INSULATION, TYP.

DOOR SWEEP, TYP.

THICKENED CONC SLAB W/ MTL SLIP

DOWELS @18" C/C, TYP.

FLOOR FINISH

THRESHOLD

DOOR FRAME

DOOR ASSEMBLY

SEALANT BED

NOTE: THRESHOLDS TYPICALLYEXCLUDED FROM HARDWARE.

GENERAL CONTRACTOR TO INCLUDEAND COORDINATE.FOR WALL WIDTH

SEE WALL TYPES & DETAILS

FLOOR FINISH

CONCRETE FLOOR

FLOOR FINISH

DOOR FRAME

DOOR ASSEMBLY

FOR WALL WIDTH

SEE WALL TYPES & DETAILS

FLOOR FINISH

CONCRETE FLOOR

THRESHOLD AT MATERIAL CHANGETHRESHOLD AT CONT MATERIAL

1/2" WOOD TRIM, STAIN

BACKER ROD AND SEALANT

EXTEND AIR BARRIER 3" INTOWALL OPENING

STRUCTURAL HEADER, TYP

WINDOW TYPE PER ELEVATIONS

1" LOW-E-COATED, TINTEDINSULATING GLASS

1/2" WOOD APRON AROUND WINDOW, STAIN

1"X3.5" CEMENT BOARD TRIM, PAINT

24 GA SOFFIT/DRIP FLASHINGAS SHOWN, PAINT

CAULK

CEMENT BOARD PANEL, PNT

CEMENT BOARD BATTEN, PNT

6"

1/2" WOOD APRON AROUNDWINDOW

WOOD SILL BELOW

1" LOW-E-COATED, TINTEDINSULATING GLASS

1/2" WOOD JAMB, STAIN

BACKER ROD AND SEALANT

WINDOW TYPE PER ELEVATIONS

EXTEND AIR BARRIER 3"INTO WALL OPENING

CAULK

1/2"

1"X3.5" CEMENT BOARD TRIM, PAINT TRIM, PAINT

CEMENT BOARD PANEL, PNT

CEMENT BOARD BATTEN, PNT

SILL PAN FLASHING, PAINT.BEND-UP CORNERS 1" &SEAL AT FOLDS

1/2" WOOD APRONAROUND WINDOW, STAIN

1/2"

1" LOW-E-COATED, TINTEDINSULATING GLASS

EXTEND AIR BARRIER 3"INTO WALL OPENING

WINDOW TYPE PER ELEVATIONS

SEALANT

1/2" WOOD SILL, STAIN

CAULK

1"X3.5" CEMENT BOARD TRIM, PAINT TRIM, PAINT

CEMENT BOARD PANEL, PNT

CEMENT BOARD BATTEN, PNT

2x6 WOOD STUD AT 16" C/C WITH R-21 BATT INSULATION

CEMENT BOARD SIDING, BOARD AND BATTEN, PNT, TYP

LIQUID APPLIED AIR & WATER- RESISTIVE BARRIER, LAP JOINT AND APPROVED SEALANT

5/8" SHEATHING

7 1/4"

9 1

/4"

1x CEMENT BOARD TRIM, PAINT

SEALANT, TYP

UNDERLAYMENT

METAL DRIP EDGE

ROOF SHEATHING

TYPE I ROOF

1-1/8" T&G DECKING

5 1/2" CEMENT SMOOTH CEMENT BOARD

11 1/4" SMOOTH CEMENT BOARD

POLYISO INSULATION

SEALANT

THREE TAB ASPHALT SHINGLES

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

DWG. NO.

SCALE:

JOB NO. REV.

APPROVAL

DR

WN

CH

KD

DE

SIG

NA

PP

D

DRAWN

DESIGN

CHECKED

APPROVED

1

As indicated

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/20

19 2

:34

:31

PM

City

of

Connell

EX

TE

RIO

R D

ET

AIL

S

A502

8363

MCD

MCD

TPK

TPK

08/02/2019

08/02/2019

08/02/2019

08/02/2019

08/09/2019

Nort

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REF. T0023" = 1'-0"19

CONCRETE CONTROL JOINT

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

SEMI-RECESSED FEC

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

EXTERIOR-AIR BARRIER PENETRATION

3" = 1'-0"11

DOOR HEAD @ INTERIOR3" = 1'-0"

12DOOR HEAD @ CEMENT BOARD

3" = 1'-0"13

DOOR HEAD @ METAL PANEL

3" = 1'-0"15

DOOR JAMB @ METAL PANEL3" = 1'-0"

16DOOR JAMB@ CEMENT BOARD

3" = 1'-0"18

DOOR THRESHOLD @ BRICK

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

TYPICAL EXTERIOR HM DOOR THRESHOLD

1 1/2" = 1'-0"7

TYPICAL INTERIOR DOOR THRESHOLD

3" = 1'-0"14

WINDOW HEAD @ CEMENT BOARD

3" = 1'-0"8

WINDOW JAMB @ CEMENT BOARD3" = 1'-0"

9WINDOW SILL @ CEMENT BOARD

REF. A1013" = 1'-0"2

END WALL @ CEMENT BOARD SIDING

REF. A5013" = 1'-0"6

TYPICAL RAKE DETAIL

NO

.R

EV

ISIO

NS

DA

TE

1

1

2

2

3

3

4

4

DD

BB

BRACED WALL PANELS

PANEL DIMENSIONS

BWP = AS DIMENSIONEDABP = AS DIMENSIONED

PANEL TYPES

BWP = BRACED WALL PANEL(PER IBC 2308.9.3)

ABP = ALTERNATE BRACED PANEL(PER IBC 2308.9.3.1)

IBP = INTERIOR BRACED PANEL(PER IBC 2308.9.3)

ALIGN TRUSS W/ WALL OR PROVIDE EXTRA TRUSS; TOENAIL TOP PLATE TO TRUSS BOTTOM CHORD.

25

'-0"

IBP

25

'-0"

IBP

BWP

3'-0"

BWP

3'-6"

BWP

4'-0"

BWP

2'-6"

BWP

6'-8"

BWP

1'-4"

BW

P

4'-0

"

BWP

1'-4" BWP

7'-8"

BWP

10'-4"

1800# HOLD DOWN 1800# HOLD DOWN

1800# HOLD DOWN 1800# HOLD DOWN

GIRDER TRUSS

AA

CC

PROVIDE HURRICANE TIE BRACKETS, TYP

MANUFACTURED ROOF TRUSS @ 24" C/C, TYP 2'-0"2'-0"

BW

P

4'-0

"

BW

P

3'-4

"

BW

P

3'-4

"

TRUSS A, TYP TRUSS B, TYP

1

1

2

2

3

3

4

4

DD

BB

CONCRETE FOUNDATION WALL 8" W/ #4 HORIZONTAL MINIMUMWITHIN 12" OF TOP. VERTICAL #4 @ 48" C/CTYP 1/2" DIAMETER ANCHOR BOLT @ 6'-0" C/CW/ 7" MINIMUM EMBED AND 2"X2" X 5/16" DIA WASHER.

CONCRETE FOUNDATION WALL 12" W/ #4 HORIZONTAL MINIMUMWITHIN 12" OF TOP. VERTICAL #4 @ 48" C/C,TYP 1/2" DIAMETER ANCHOR BOLT @ 6'-0" C/CW/ 7" MINIMUM EMBED AND 2"X2" X 5/16" DIA WASHER.

1'-6" WIDE x 10" THICK CONCRETE FOOTINGW/ (3) #5 CONTINUOUS IN BOTTOM @ #4 @40" C/C TRANSVERSE, TYPICAL UNDEREXTERIOR WALLS

5" THICK CONCRETE SLAB ON GRADE W/ REINFORCED GRID

OF #4 @ 16" C/C <OVER>

VAPOR BARRIER <OVER>

6" OF COMPACTEDCRUSHED ROCK AGGREGATE

NOTE: 1. COORDINATE LOCATION OF EXTERIOR HOSE BIBS W/ OWNER, 2 MIN EACH.2. PROVIDE 5" THICK CONCRETE SLAB OVER VAPOR BARRIER OVER 6" CRUSHED ROCK SURFACING TOP COURSE.3. PROVIDE CONTROL JOINTS AT CONC SLAB CENTER LINE WITH INTERIOR WALLS, TYP.

CONCRETE FOUNDATION WALL 12" W/ #4 HORIZONTAL MINIMUM

WITHIN 12" OF TOP. VERTICAL #4 @ 48" C/C,TYP 1/2" DIAMETER ANCHOR BOLT @ 6'-0" C/C

W/ 7" MINIMUM EMBED AND 2"X2" X 5/16" DIA WASHER.

46'-2 1/2"

24" WIDE x 10" THICKENED SLAB

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20'-9" 7'-11 1/2" 17'-6"

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T.O. PLATE 1110'-0"

T.O. PLATE 2112'-0"

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12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

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ROOF FRAMING & BRACED WALL PANEL PLAN1/8" = 1'-0"

FOUNDATION PLAN

3/16" = 1'-0"1

NORTH WALL FRAMING3/16" = 1'-0"

2SOUTH WALL FRAMING

3/16" = 1'-0"3

WEST WALL FRAMING3/16" = 1'-0"

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DUPLEX OUTLET

QUAD OUTLET

DATA (DUAL)

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12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

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POWER PLAN

POWER PLAN LEGEND

NOTE:1. TIE ALL EXTERIOR ELECTRICAL OUTLETS TO A SINGLE ON/OFF SWITCH LOCATED IN MECH/ELEC 05.2. ALL EXTERIOR OUTLETS SHALL BE GFI AND INSTALLED IN A WEATHERPROOF ELECTRICAL OUTLET BOX W/ COVER.

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SECTION 061000 - ROUGH CARPENTRYPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES, FRAMING W/ DIMENSION LUMBER, ENGINEERED WOOD PRODUCTS, SHEAR WALL PANELS, & PLYWOOD BACKING PANELS.1.2 SUBMITTALS: PRODUCT DATA.PART 2 - PRODUCTS2.1 WOOD PRODUCTS, GENERALA. LUMBER: DOC PS 20, FACTORY MARK EACH PIECE OF LUMBER W/GRADE STAMP OF GRADING AGENCY.B. FOR EXPOSED LUMBER INDICATED TO RECEIVE A STAINED OR NATURAL FNSH. PROVIDE DRESSED LUMBER, S4S.C. MAX MOISTURE CONTENT OF LUMBER: 19%.D. ENGINEERED WOOD PRODUCTS: PROVIDE ENGINEERED WOOD PRODUCTS W/ICC EVALUATION REPORTS, & PUBLISHED ENGINEERED WOOD PRODUCTS W/ALLOWABLE DESIGN STRESSES.2.2 WOOD-PRESERVATIVE-TREATED LUMBERA. PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA U1; USE CATEGORY UC2, & CONTAINING NO ARSENIC OR CHROMIUM.B. KILN-DRY LUMBER AFTER TREATMENT TO A MAX MOISTURE CONTENT OF 19 %. DO NOT USE MATL THAT IS WARPED OR THAT DOES NOT COMPLY W/REQ FOR UNTREATED MATL.C. APPLICATION: TREAT ITEMS INDICATED ON DWGS, & THE FOLLOWING:

1. WOOD SILLS, SLEEPERS, BLOCKING & SIM CONCEALED MEMBERS IN CONTACT W/MASONRY OR CONC.2. WOOD FRAMING MEMBERS THAT ARE LESS THAN 18” ABOVE THE GROUND IN CRAWLSPACES OR UNEXCAVATED AREAS.

2.3 DIMENSION LUMBER FRAMINGA. CONCEALED FRAMING: NO. 2 GRADE, SPECIES: DOUGLAS FIR-LARCH OR HEM-FIR; WWPA.B. EXPOSED FRAMING: PROVIDE MATL SELECTED FOR UNIFORMITY OF APPEARANCE FREEDOM FROM CHARACTERISTICS, ON EXPOSED SURFACES & EDGES, THAT WOULD IMPAIR FNSH APPEARANCE, INCLUDING DECAY, HONEYCOMB, KNOT-HOLES, SHAKE, SPLITS, TORN GRAIN, & WANE.

1. APPLICATION: EXPOSED EXTERIOR & INTERIOR FRAMING INDICATED TO RECEIVE A STAINED FINISH.2. SPECIES & GRADE: NO. 2 GRADE, SPECIES: DOUGLAS FIR-LARCH OR HEM-FIR; WWPA

2.4 ENGINEERED WOOD PRODUCTSA. LAMINATED-VENEER LUMBER: STRL COMPOSITE LUMBER MADE FROM WOOD VENEERS W/GRAIN PRIMARILY PARALLEL TO MEMBER LENGTHS, EVALUATED & MONITORED PER ASTM D 5456 & MFR’D W/AN EXT-TYPE ADHESIVE COMPLYING W/ASTM D 2559.

1. GRADE: 1.8E OR BETTER.2. FV: 285 PSI.3. EXTREME FIBER STRESS IN BENDING, EDGEWISE: 2600 PSI FOR 12” NOMINAL-DEPTH MEMBERS.

B. WOOD I-JOISTS: PREFABRICATED UNITS, I-SHAPED IN CROSS SECTION, MADE W/SOLID OR STRL COMPOSITE LUMBER FLANGES & WOOD-BASED STRL PANEL WEBS, LET INTO & BONDED TO FLANGES. PROVIDE UNITS COMPLYING W/MATL REQ OF & W/STRL CAPACITIES ESTABLISHED & MONITORED PER ASTM D 5055.

1. STRL PROPERTIES: PROVIDE UNITS W/DEPTHS & DESIGN VALUES NOT LESS THAN THOSE INDICATED.2. PROVIDE UNITS W/APA PRI-400, FACTORY MARKED W/APA TRADEMARK.

C. RIM BOARDS: PRODUCT DESIGNED TO BE USED AS A LOAD-BEARING MEMBER & TO BRACE WOOD I-JOISTS AT BEARING ENDS, W/RESEARCH/EVALUATION REPORT FOR I-JOISTS.1. PROVIDE PERFORMANCE-RATED PRODUCT W/APA PRR-401, FACTORY MARKED W/APA TRADEMARK.

2.5 SHEAR WALL PANELSA. MFRS: PROVIDE PRODUCTS BY SIMPSON STRONG-TIE CO., INC.B. WOOD-FRAMED SHEAR WALL PANELS: PREFABRICATED ASSEMBLY CONSISTING OF WOOD PERIMETER FRAMING, TIE DOWNS, & EXPOSURE I, STRL I PLYWOOD OR OSB SHEATHING.C. STEEL-FRAMED SHEAR WALL PANELS: PREFABRICATED ASSEMBLY CONSISTING OF COLD-FORMED GALV STEEL PANEL, STEEL TOP & BOTTOM PLATES, & WOOD STUDS.D. ALLOWABLE DESIGN LOADS: PROVIDE PRODUCTS W/PUBLISHED W/ALLOWABLE DESIGN LOADS. 2.6 MISCELLANEOUS LUMBERA. GENERAL: PROVIDE MISCELLANEOUS LUMBER & LUMBER FOR SUPPORT OR ATTACHMENT OF OTHER CONST.B. FOR ITEMS OF DIMENSION LUMBER SIZE, PROVIDE CONSTRUCTION OR NO. 2 GRADE LUMBER OF ANY SPECIES.C. FOR CONCEALED BOARDS, PROVIDE LUMBER W/19 % MAX MOISTURE CONTENT & WESTERN WOODS; CONSTRUCTION OR NO. 2 COMMON GRADE; WWPA.2.7 PLYWOOD BACKING PANELSA. EQUIPMENT BACKING PANELS: DOC PS 1, EXT, AC, ¾” NOMINAL THICKNESS.2.8 FASTENERSA. GENERAL: PROVIDE FASTENERS OF SIZE & TYPE THAT COMPLY W/REQ SPECIFIED IN THIS ARTICLE FOR MATL & MFR.

1. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, PRESSURE-PRESERVATIVE TREATED, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS W/HOT-DIP ZINC COATING PER W/ASTM A 153.B. POWER-DRIVEN FASTENERS: NES NER-272.C. BOLTS: STEEL BOLTS PER W/ASTM A 307, GRADE A; W/ASTM A 563 HEX NUTS &, FLAT WASHERS.2.9 METAL FRAMING ANCHORSA. AVAILABLE MFRS:

1. SIMPSON STRONG-TIE CO., INC.B. ALLOWABLE DESIGN LOADS: PROVIDE PRODUCTS W/ALLOWABLE DESIGN LOADS, AS PUBLISHED BY MFR, THAT MEET OR EXCEED THOSE OF BASIS-OF-DESIGN PRODUCTS. C. GALV-STEEL SHEET: HOT-DIP, ZINC-COATED STEEL SHEET PER W/ASTM A 653, G60 COATING DESIGNATION AT INT LOCATIONS.D. HOT-DIP, HEAVY-GALV STEEL SHEET: ASTM A 653; STRL STEEL (SS), HIGH-STRENGTH LOW-ALLOY STEEL TYPE A (HSLAS TYPE A), OR HIGH-STRENGTH LOW-ALLOY STEEL TYPE B (HSLAS TYPE B); G185 COATING DESIGNATION; & NOT LESS THAN 0.036 INCH THICK.

1. USE FOR WOOD-PRESERVATIVE-TREATED LUMBER & WHERE INDICATED.2.10 MISCELLANEOUS MATLSA. SILL-SEALER GASKETS: CLOSED-CELL NEOPRENE FOAM, ¼” THICK, SELECTED TO SUIT WIDTH OF SILL MEMBERS.PART 3 - EXECUTION3.1 INSTALLATION, GENERALA. SET ROUGH CARPENTRY TO REQ LEVELS & LINES, W/MEMBERS PLUMB, TRUE TO LINE, CUT, & FITTED. FIT ROUGH CARPENTRY TO OTHER CONST; SCRIBE & COPE AS NEEDED FOR ACCURATE FIT. B. FRAMING STD: PER W/AF&PA'S WCD 1, "DETAILS FOR CONVENTIONAL WOOD FRAME CONSTRUCTION,"C. FRAMING W/ENGINEERED WOOD PRODUCTS: INSTALL ENGINEERED WOOD PRODUCTS PER W/MFR'S WRTN INSTRUCTIONS.D. SHEAR WALL PANELS: INSTALL SHEAR WALL PANELS PER W/MFR'S WRTN INSTRUCTIONS.E. METAL FRAMING ANCHORS: INSTALL METAL FRAMING ANCHORS TO PER W/MFR'S WRTN INSTRUCTIONS. INSTALL FASTENERS THROUGH EACH FASTENER HOLE.F. DO NOT SPLICE STRL MEMBERS BETWEEN SUPPORTS.G. COMPLY W/AWPA M4 FOR APPLYING FIELD TREATMENT TO CUT SURFACES OF PRESERVATIVE-TREATED LUMBER.H. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING & FASTENING AS INDICATED, OR PER W/THE FOLLOWING:

1. NES NER-272 FOR POWER-DRIVEN FASTENERS.2. TABLE 2304.9.1, "FASTENING SCHEDULE," IN ICC'S INTERNATIONAL BUILDING CODE.

END OF SECTION 061000

SECTION 061643 - GYPSUM SHEATHINGPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES EXTERIOR GLASS-MAT GYPSUM WALL SHEATHING.1.2 SUBMITTALS: PRODUCT DATA.1.3 WARRANTY: MFR’S STD WARRANTY.A. TWELVE MONTHS OF COVERAGE AGAINST IN-PLACE EXPOSURE DAMAGE.PART 2 - PRODUCTS2.1 WALL SHEATHING: ASTM C 1177/1177M., TYPE X, 5/8” THICK.2.2 FASTENERS: HOT-DIP ZINC COATING PER W/ASTM A 153 OR TYPE 304 SS.2.3 SHEATHING JOINT-AND-PENETRATION TREATMENT MATLSA. JOINT & PENETRATION SEALANT: ELASTOMERIC, MEDIUM-MODULUS, NEUTRAL-CURING SILICONE JOINT SEALANT.PART 3 - EXECUTION3.1 INSTALLATION, GENERALA. DO NOT USE MATLS W/DEFECTS, OR THAT ARE TOO SMALL. ARRANGE JOINTS SO THAT PIECES DO NOT SPAN BETWEEN FEWER THAN THREE SUPPORT MEMBERS.B. W/FLASHING & JOINT-SEALANT INSTL SO THESE MATLS ARE INSTALLED IN SEQUENCE & MANNER THAT PREVENT EXTERIOR MOISTURE FROM PASSING THROUGH COMPLETED ASSEMBLY.C. DO NOT BRIDGE BUILDING EXPANSION JOINTS.3.2 GYPSUM SHEATHING INSTALLATION: GA-253, FASTEN GYPSUM SHEATHING TO FRAMING W/SCREWS, PER IBC TABLE 2304.9.1, END OF SECTION 061643

SECTION 072100 - THERMAL INSULATIONPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES FOAM-PLASTIC BOARD INSULATION, GLASS-FIBER BLANKET INSULATION & VAPOR RETARDERS.1.2 SUBMITTALS: PRODUCT DATA.PART 2 - PRODUCTS2.1 FOAM-PLASTIC BOARD INSULATION2.2 EXTRUDED-POLYSTYRENE BOARD INSULATION: ASTM C 578, W/MAX FLAME-SPREAD & SMOKE-DEVELOPED INDEXES OF 75 & 450, PER ASTM E 84.A. AVAILABLE MFRS:

1. DOW CHEMICAL COMPANY.2. OWENS CORNING.

B. TYPE IV, 25 PSI.2.3 GLASS-FIBER BLANKET INSULATIONA. AVAILABLE MFRS:

1. CERTAINTEED CORPORATION.2. JOHNS MANVILLE.3. OWENS CORNING.

B. UNFACED, GLASS-FIBER BLANKET INSULATION: ASTM C 665, TYPE I; W/MAX FLAME-SPREAD & SMOKE-DEVELOPED INDEXES OF 25 & 50, PER ASTM E 84.C. REINFORCED-FOIL-FACED, GLASS-FIBER BLANKET INSULATION: ASTM C 665, TYPE III, CLASS A; CATEGORY 1, FACED W/FOIL SCRIM, FOIL-SCRIM KRAFT, OR FOIL-SCRIM POLYETHYLENE.2.4 VAPOR RETARDERSA. POLYETHYLENE VAPOR RETARDERS: ASTM D 4397, 10 MILS THICK, W/MAX PERMEANCE RATING OF 0.13 PERM.B. VAPOR-RETARDER TAPE: PRESSURE-SENSITIVE TAPE OF TYPE REC BY VAPOR-RETARDER MFR FOR SEALING JOINTS & PENETRATIONS IN VAPOR RETARDER.PART 3 - EXECUTION3.1 INSTALLATION, GENERALA. COMPLY W/INSULATION MFR'S WRTN INSTRUCTIONS.B. INSTALL INSULATION THAT IS UNDAMAGED, DRY, & UNSOILED.C. EXTEND INSULATION TO ENVELOP ENTIRE AREA TO BE INSULATED. CUT & FIT TIGHTLY AROUND OBSTRUCTIONS & FILL VOIDS W/INSULATION. 3.2 INSTALLATION OF BELOW-GRADE INSULATIONA. ON VERTICAL SURFACES, SET INSULATION UNITS USING MFR'S REC ADHESIVE PER MFR'S WRTN INSTRUCTIONS.3.3 INSTALLATION OF INSULATION FOR FRAMED CONSTA. APPLY INSULATION UNITS TO SUBSTRATES, PER MFR'S WRTN INSTRUCTIONS. IF NO SPECIFIC METHOD IS INDICATED, BOND UNITS TO SUBSTRATE W/ADHESIVE OR USE MECHANICAL ANCHORAGE TO PROVIDE PERMANENT PLACEMENT & SUPPORT OF UNITS.B. GLASS-FIBER BLANKET INSULATION: FRICTION FIT BETWEEN EDGES OF INSULATION & ADJOINING FRAMING MEMBERS & A SNUG FIT BETWEEN ENDS.

1. MAINTAIN 3” CLEARANCE AROUND RECESSED LIGHTING FIXTURES NOT RATED FOR OR PROTECTED FROM CONTACT W/INSULATION.3.4 INSTALLATION OF VAPOR RETARDERSA. PLACE VAPOR RETARDERS WHERE INDICATED ON DWGS. EXTEND VAPOR RETARDERS TO EXTREMITIES OF AREAS TO PROTECT FROM VAPOR TRANSMISSION. SECURE VAPOR RETARDERS IN PLACE W/ADHESIVES OR OTHER ANCHORAGE SYSTEM. SEAL OVERLAPPING & BUTT JOINTS IN VAPOR RETARDERS W/VAPOR-RETARDER TAPE. END OF SECTION 072100

SECTION 072726 - FLUID-APPLIED MEMBRANE AIR BARRIERSPART 1 - GENERAL1.1 SUMMARY: THIS SECTION INCLUDES FLUID-APPLIED, VAPOR-PERMEABLE MEMBRANE AIR BARRIERS.1.2 SUBMITTALS: PRODUCT DATA, SHOP DRAWINGS, PRODUCT TEST REPORTS.1.3 QUALITY ASSURANCEA. INSTALLER QUALIFICATIONS: AN ENTITY THAT EMPLOYS INSTALLERS & SUPERVISORS WHO ARE TRAINED & APPROVED BY MNFR.PART 2 - PRODUCTS2.1 PERFORMANCE REQUIREMENTSA. GENERAL: AIR BARRIER SHALL BE CAPABLE OF PERFORMING AS A CONTINUOUS VAPOR- PERMEABLE AIR BARRIER & AS A LIQUID-WATER DRAINAGE PLANE FLASHED TO DISCHARGE TO THE EXTERIOR INCIDENTAL CONDENSATION OR WATER PENETRATION. AIR-BARRIER ASSEMBLIES SHALL BE CAPABLE OF ACCOMMODATING SUBSTRATE MOVEMENT & OF SEALING SUBSTRATE EXPANSION & CONTROL JOINTS, CONST MATL CHANGES, PENETRATIONS, & TRANSITIONS AT PERIMETER CONDITIONS WITHOUT DETERIORATION & AIR LEAKAGE EXCEEDING SPECIFIED LIMITS.2.2 VAPOR-PERMEABLE MEMBRANE AIR-BARRIERA. FLUID-APPLIED, VAPOR-PERMEABLE MEMBRANE AIR BARRIER: SYNTHETIC POLYMER MEMBRANE.

1. AVAILABLE MFRS:a. SYNTHETIC POLYMER MEMBRANE:

1) CARLISLE COATINGS & WATERPROOFING INC.; BARRITECH VP.2) GRACE, W. R., & CO. - CONN.; PERM-A-BARRIER VP.3) HENRY COMPANY; AIR-BLOC 31.4) RUBBER POLYMER CORPORATION, INC.; RUB-R-WALL AIRTIGHT VP.5) TREMCO INCORPORATED, AN RPM COMPANY; EXOAIR 230.

2. PHYSICAL & PERFORMANCE PROPERTIES:a. AIR PERMEANCE: MAXIMUM 0.004 CFM/SQ. FT. OF SURFACE AREA AT 1.57-LBF/SQ. FT. PRESSURE DIFFERENCE; ASTM E 2178.b. VAPOR PERMEANCE: MIN 10 PERMS; ASTM E 96/E 96M.c. ULTIMATE ELONGATION: MIN 500%; ASTM D 412, DIE C.

2.3 ACCESSORY MATERIALSA. GENERAL: ACCESSORY MATLS RECOMMENDED BY AIR-BARRIER MNFR TO PRODUCE A COMPLETE AIR-BARRIER ASSEMBLY & COMPATIBLE W/PRIMARY AIR-BARRIER MATL.B. SPRAYED POLYURETHANE FOAM SEALANT: ONE- OR TWO-COMPONENT, FOAMED-IN-PLACE, POLYURETHANE FOAM SEALANT, 1.5- TO 2.0-LB/CU. FT DENSITY; FLAME-SPREAD INDEX OF 25 OR LESS ACCORDING TO ASTM E 162; W/PRIMER & NONCORROSIVE SUBSTRATE CLEANER RECOMMENDED BY FOAM SEALANT MNFRR.C. TERMINATION MASTIC: AIR-BARRIER MNFRR'S STD COLD FLUID-APPLIED ELASTOMERIC LIQUID; TROWEL GRADE.PART 3 - EXECUTION3.1 SURFACE PREPARATIONA. MASK OFF ADJOINING SURFACES NOT COVERED BY AIR BARRIER TO PREVENT SPILLAGE & OVERSPRAY AFFECTING OTHER CONST.B. REMOVE FINS, RIDGES, MORTAR, & OTHER PROJECTIONS & FILL HONEYCOMB, AGGREGATE POCKETS, HOLES, & OTHER VOIDS IN CONC W/SUBSTRATE-PATCHING MEMBRANE.C. REMOVE EXCESS MORTAR FROM MASONRY TIES, SHELF ANGLES, & OTHER OBSTRUCTIONS.D. AT CHANGES IN SUBSTRATE PLANE, APPLY SEALANT OR TERMINATION MASTIC BEADS AT SHARP CORNERS & EDGES TO FORM A SMOOTH TRANSITION FROM ONE PLANE TO ANOTHER.3.2 INSTALLATIONA. GENERAL: INSTALL FLUID-APPLIED MEMBRANE AIR-BARRIER & ACCESSORY MATLS ACCORDING TO AIR-BARRIER MNFR'S WRTN INSTRUCTIONS TO FORM A SEAL W/ADJACENT CONST & MAINTAIN A CONT AIR BARRIER.

1. COORDINATE THE INSTL OF AIR BARRIER W/INSTL OF ROOFING MEMBRANE & BASE FLASHING TO ENSURE CONTINUITY OF AIR BARRIER W/ROOFING MEMBRANE.2. INSTALL AIR-BARRIER ASSEMBLY ON BASE FLASHING SO THAT A MIN OF 3” OF COVERAGE IS ACHIEVED OVER EACH SUBSTRATE.

B. APPLY PRIMER TO SUBSTRATES AT REQ RATE & ALLOW IT TO DRY. LIMIT PRIMING TO AREAS THAT WILL BE COVERED BY FLUID AIR-BARRIER MATL ON SAME DAY. REPRIME AREAS EXPOSED FOR MORE THAN 24 HOURS.

1. PRIME GLASS-FIBER-SURFACED GYPSUM SHEATHING W/NUMBER OF PRIME COATS NEEDED TO ACHIEVE REQ BOND, W/ADEQUATE DRYING TIME BETWEEN COATS.Edit list per project details.C. CONNECT & SEAL EXT WALL AIR-BARRIER MATL CONT TO ROOFING-MEMBRANE AIR BARRIER, CONC BELOW-GRADE STRUCTURES, FLOOR-TO-FLOOR CONST, EXT GLAZING & WINDOW SYSTEMS, GLAZED CURTAIN-WALL SYSTEMS, STOREFRONT SYSTEMS, EXT LOUVERS, EXT DOOR FRAMING, & OTHER CONST USED IN EXT WALL OPENINGS, USING ACCESSORY MATERIALS.D. AT END OF EACH WORKING DAY, SEAL TOP EDGE OF AIR BARRIER TO SUBSTRATE W/TERMINATION MASTIC.E. WALL OPENINGS: PRIME CONCEALED, PERIMETER FRAME SURFACES OF WINDOWS, CURTAIN WALLS, STOREFRONTS, & DOORS. APPLY TRANSITIONS & FLASHING SO THAT A MIN OF 3” OF COVERAGE IS ACHIEVED OVER EACH SUBSTRATE. MAINTAIN 3” OF FULL CONTACT OVER FIRM BEARING TO PERIMETER FRAMES W/NOT LESS THAN 1” OF FULL CONTACT.F. FILL GAPS IN PERIMETER FRAME SURFACES OF WINDOWS, CURTAIN WALLS, STOREFRONTS, & DOORS, & MISCELLANEOUS PENETRATIONS OF AIR-BARRIER MATL W/FOAM SEALANT.G. SEAL AIR-BARRIER ASSEMBLY AROUND MASONRY REINFORCING OR TIES & PENETRATIONS W/TERMINATION MASTIC.H. SEAL TOP OF THROUGH-WALL FLASHINGS TO AIR BARRIER.I. SEAL EXPOSED EDGES OF STRIPS AT SEAMS, CUTS, PENETRATIONS, & TERMINATIONS NOT CONCEALED BY METAL COUNTERFLASHINGS OR ENDING IN REGLETS W/TERMINATION MASTIC.J. REPAIR PUNCTURES, VOIDS, & DEFICIENT LAPPED SEAMS. SLIT & FLATTEN FISHMOUTHS & BLISTERS. EXTEND PATCHES 6” BEYOND REPAIRED AREAS.K. FLUID-APPLIED MEMBRANE MATL: APPLY A CONT UNBROKEN AIR-BARRIER MEMBRANE TO SUBSTRATES ACCORDING TO THE FOLLOWING THICKNESS. APPLY AIR-BARRIER MEMBRANE IN FULL CONTACT AROUND PROTRUSIONS SUCH AS MASONRY TIES.

1. VAPOR-PERMEABLE MEMBRANE AIR BARRIER: TOTAL DRY FILM THICKNESS AS RECOMMENDED IN WRITING BY MNFR TO MEET PERFORMANCE REQUIREMENTS, BUT NOT LESS THAN 40-MIL DRY FILM THICKNESS, APPLIED IN ONE OR MORE EQUAL COATS.

L. DO NOT COVER AIR BARRIER UNTIL IT HAS BEEN TESTED & INSPECTED BY OWNER'S TESTING AGENCY.M. CORRECT DEFICIENCIES IN OR REMOVE AIR BARRIER THAT DOES NOT COMPLY W/REQUIREMENTS; REPAIR SUBSTRATES & REAPPLY AIR-BARRIER COMPONENTS.3.3 FIELD QUALITY CONTROLA. INSPECTIONS: AIR-BARRIER MATLS, ACCESSORIES, & INSTL ARE SUBJECT TO INSPECTION FOR COMPLIANCE W/REQUIREMENTS.B. TESTS: AS DETERMINED BY OWNER'S TESTING AGENCY FROM AMONG THE FOLLOWING TESTS:

1. QUANTITATIVE AIR-LEAKAGE TESTING: AIR-BARRIER ASSEMBLIES WILL BE TESTED FOR AIR LEAKAGE ACCORDING TO ASTM E 783.2. ADHESION TESTING: AIR-BARRIER ASSEMBLIES WILL BE TESTED FOR MIN AIR-BARRIER ADHESION OF 30 LBF/SQ. IN. ACCORDING TO ASTM D 4541 FOR EACH 600 SQ. FT. OF INSTALLED AIR BARRIER OR PART THEREOF.

C. AIR BARRIERS WILL BE CONSIDERED DEFECTIVE IF THEY DO NOT PASS TESTS & INSPECTIONS.1. APPLY ADDITIONAL AIR-BARRIER MATL, ACCORDING TO MNFR'S WRTN INSTRUCTIONS, WHERE INSPECTION RESULTS INDICATE INSUFFICIENT THICKNESS.2. REMOVE & REPLACE DEFICIENT AIR-BARRIER COMPONENTS FOR RETESTING AS SPECIFIED ABOVE.

D. REPAIR DAMAGE TO AIR BARRIERS CAUSED BY TESTING; FOLLOW MNFR'S WRTN INSTRUCTIONS.E. PROTECT AIR-BARRIER SYSTEM FROM DAMAGE DURING APPLICATION & REMAINDER OF CONST PERIOD, ACCORDING TO MNFR'S WRTN INSTRUCTIONS.

1. PROTECT AIR BARRIER FROM EXPOSURE TO UV LIGHT & HARMFUL WEATHER EXPOSURE AS REQ BY MNFR. IF EXPOSED TO THESE CONDITIONS FOR MORE THAN 30 DAYS, REMOVE & REPLACE AIR BARRIER OR INSTALL ADDITIONAL, FULL-THICKNESS, AIR-BARRIER APPLICATION AFTER REPAIRING & PREPARING THE OVEREXPOSED MEMBRANE ACCORDING TO AIR-BARRIER MNFR'S WRTN INSTRUCTIONS.2. PROTECT AIR BARRIER FROM CONTACT W/INCOMPATIBLE MATLS & SEALANTS NOT APPROVED BY AIR-BARRIER MNFR.

END OF SECTION 072726

SECTION 078413 - PENETRATION FIRESTOPPINGPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS, HORIZ ASSEMBLIES & PENETRATIONS IN SMOKE BARRIERS.1.2 SUBMITTALS: PRODUCT DATA, PRODUCT SCHEDULE, PRODUCT TEST REPORTS.1.3 QUALITY ASSURANCEA. FIRE-TEST-RESPONSE CHARACTERISTICS:

1. PENETRATION FIRESTOPPING IS IDENTICAL TO THOSE TESTED.CLASSIFICATION MARKINGS ON PENETRATION FIRESTOPPING CORRESPOND TO DESIGNATIONS LISTED BY UL IN IT’S "FIRE RESISTANCE DIRECTORY”.

1.4 PROJECT CONDITIONSA. INSTALL & CURE PENETRATION FIRESTOPPING PER MFR'S WRTN INSTRUCTIONS.PART 2 - PRODUCTS2.1 AVAILABLE MFRS:A. A/D FIRE PROTECTION SYSTEMS INC.B. HILTI, INC.C. 3M FIRE PROTECTION PRODUCTS.2.2 PENETRATION FIRESTOPPINGA. PROVIDE PENETRATION FIRESTOPPING THAT IS PRODUCED & INSTALLED TO RESIST SPREAD OF FIRE PER REQ INDICATED, RESIST PASSAGE OF SMOKE & OTHER GASES, & MAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF CONST PENETRATED. PENETRATION FIRESTOPPING SYSTEMS SHALL BE COMPATIBLE W/ONE ANOTHER, W/THE SUBSTRATES FORMING OPENINGS, & W/PENETRATING ITEMS IF ANY.B. PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS: PROVIDE PENETRATION FIRESTOPPING W/RATINGS DETERMINED PER ASTM E 814 OR UL 1479, BASED ON TESTING AT A POSITIVE PRESSURE DIFFERENTIAL OF 0.01-INCH WG.C. PENETRATIONS IN HORIZ ASSEMBLIES: PROVIDE PENETRATION FIRESTOPPING W/RATINGS DETERMINED PER ASTM E 814 OR UL 1479, BASED ON TESTING AT A POSITIVE PRESSURE DIFFERENTIAL OF 0.01-INCH WG.

1. F-RATING: AT LEAST 1 HOUR, BUT NOT LESS THAN THE FIRE-RESISTANCE RATING OF CONSTS PENETRATED.2. T-RATING: AT LEAST 1 HOUR, BUT NOT LESS THAN THE FIRE-RESISTANCE RATING OF CONSTS PENETRATED EXCEPT FOR FLOOR PENETRATIONS WITHIN THE CAVITY OF A WALL.

D. PENETRATIONS IN SMOKE BARRIERS: PROVIDE PENETRATION FIRESTOPPING W/RATINGS DETERMINED PER UL 1479.1. L-RATING: NOT EXCEEDING 5.0 CFM/SQ. FT. OF PENETRATION OPENING AT 0.30-INCH WG AT BOTH AMBIENT & ELEVATED TEMPERATURES.

E. EXPOSED PENETRATION FIRESTOPPING: PROVIDE PRODUCTS W/FLAME-SPREAD & SMOKE-DEVELOPED INDEXES OF LESS THAN 25 & 450, PER ASTM E 84.F. ACCESSORIES: PROVIDE COMPONENTS FOR EACH PENETRATION FIRESTOPPING SYSTEM THAT ARE NEEDED TO INSTALL FILL MATLS & TO MAINTAIN RATINGS REQ. USE ONLY THOSE COMPONENTS SPECIFIED BY PENETRATION FIRESTOPPING MFR & APPROVED BY QUALIFIED TESTING & INSPECTING AGENCY FOR FIRESTOPPING. PART 3 - EXECUTION3.1 PREPARATIONA. SURFACE CLEANING: CLEAN OUT OPENINGS IMMEDIATELY BEFORE INSTALLING PENETRATION FIRESTOPPING PER MFR'S WRTN INSTRUCTIONS. 3.2 INSTALLATIONA. GENERAL: INSTALL PENETRATION FIRESTOPPING PER MFR'S WRTN INSTL INSTRUCTIONS & PUBLISHED DWGS FOR PRODUCTS & APPLICATIONS.3.3 IDENTIFICATIONA. IDENTIFY PENETRATION FIRESTOPPING W/PREPRINTED METAL OR PLASTIC LABELS END OF SECTION 078413

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SECTION 079200 - JOINT SEALANTSPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES SILICONE, LATEX & ACOUSTICAL JOINT SEALANTS.1.2 SUBMITTALS: PRODUCT DATA, PRODUCT TEST REPORTS, COLORS. 1.3 WARRANTYA. SPECIAL INSTALLER'S WARRANTY: TWO YEARS FROM SUBSTANTIAL COMPLETION.B. SPECIAL MFR'S WARRANTY: TWO YEARS FROM SUBSTANTIAL COMPLETION.PART 2 - PRODUCTS2.1 MATERIALS, GENERALA. STAIN-TEST-RESPONSE CHARACTERISTICS: ASTM C 1248 & HAVE NOT STAINED POROUS JOINT SUBSTRATES INDICATED FOR PROJECT.B. SUITABILITY FOR CONTACT W/FOOD: WHERE SEALANTS WILL COME IN CONTACT W/FOOD; PROVIDE PRODUCTS PER 21 CFR 177.2600.2.2 SILICONE JOINT SEALANTSA. NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920.

1. TYPE: SINGLE COMPONENT (S).2. GRADE: NONSAG (NS).3. CLASS: 50.4. USES RELATED TO EXPOSURE: NONTRAFFIC (NT).

2.3 LATEX JOINT SEALANTSA. LATEX JOINT SEALANT: ACRYLIC LATEX OR SILICONIZED ACRYLIC LATEX, ASTM C 834, TYPE OP, GRADE NF.2.4 ACOUSTICAL JOINT SEALANTSA. ACOUSTICAL JOINT SEALANT: NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT PER ASTM C 834. PRODUCT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS & OPENINGS IN BUILDING CONST PER ASTM E 90.2.5 JOINT SEALANT BACKINGA. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE O (OPEN-CELL MATL), & OF SIZE & DENSITY TO CONTROL SEALANT DEPTH & OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE.B. BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE REC BY SEALANT MFR.2.6 MISCELLANEOUS MATERIALSA. PRIMER: MATL REC BY JOINT-SEALANT MFR WHERE REQ FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED.B. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MFRS OF SEALANTS & SEALANT BACKING MATLS.C. MASKING TAPE: NONSTAINING, NONABSORBENT MATL COMPATIBLE W/JOINT SEALANTS & SURFACES ADJACENT TO JOINTS.PART 3 - EXECUTION3.1 PREPARATIONA. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING PER JOINT-SEALANT MFR'S WRTN INSTRUCTIONS. B. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE REC BY JOINT-SEALANT MFR; DO NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES.C. MASKING TAPE: USE MASKING TAPE WHERE REQ TO PREVENT CONTACT OF SEALANT OR PRIMER W/ADJOINING SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED.3.2 INSTALLATIONA. SEALANT INSTALLATION STD: PER REC IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS APPLICABLE TO MATLS, APPLICATIONS, & CONDITIONS INDICATED.B. INSTALL SEALANT BACKINGS OF KIND INDICATED TO SUPPORT SEALANTS DURING APPLICATION & AT POSITION REQ TO PRODUCE CROSS-SECTIONAL SHAPES & DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY.

INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED.C. TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION & BEFORE SKINNING OR CURING BEGINS.D. ACOUSTICAL SEALANT INSTALLATION: PER ASTM C 919 & W/MFR'S WRTN REC.E. CLEAN OFF EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES BY METHODS & W/CLEANING MATLS APPROVED IN WRITING BY MFRS OF JOINT SEALANTS & OF PRODUCTS IN WHICH JOINTS OCCUR.3.3 FIELD QUALITY CONTROLA. EVALUATION OF FIELD-ADHESION RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE WILL BE CONSIDERED SATISFACTORY. 3.4 JOINT-SEALANT SCHEDULEA. JOINT-SEALANT APPLICATION: EXT JOINTS IN VERTICAL SURFACES & HORIZ NONTRAFFIC SURFACES.

1. JOINT SEALANT: SILICONE.B. JOINT-SEALANT APPLICATION: INT JOINTS IN HORIZ TRAFFIC SURFACES.

1. JOINT SEALANT: SILICONE.C. JOINT-SEALANT APPLICATION: INT JOINTS IN VERTICAL SURFACES & HORIZ NONTRAFFIC SURFACES.

1. JOINT LOCATIONS:2. JOINT SEALANT: LATEX.

D. JOINT-SEALANT APPLICATION: MILDEW-RESISTANT INT JOINTS IN VERTICAL SURFACES & HORIZ NONTRAFFIC SURFACES.1. JOINT SEALANT: SILICONE.

E. JOINT-SEALANT APPLICATION: INT ACOUSTICAL JOINTS IN VERTICAL SURFACES & HORIZ NONTRAFFIC SURFACES.1. JOINT SEALANT: ACOUSTICAL.

END OF SECTION 079200

SECTION 081113 - HOLLOW METAL DOORS & FRAMESPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES HOLLOW-METAL DOOR & FRAMES.1.2 SUBMITTALS: PRODUCT DATA, SHOP DRAWINGS, SCHEDULE, TEST REPORTS.PART 2 - PRODUCTS2.1 AVAILABLE MFRS:A. CECO DOOR PRODUCTS; AN ASSA ABLOY GROUP COMPANY.B. REPUBLIC DOORS & FRAMES.C. STEELCRAFT; AN INGERSOLL-RAND COMPANY.2.2 REGULATORY REQUIREMENTSA. FIRE-RATED ASSEMBLIES: PER NFPA 80 & LISTED & LABELED BY A QUALIFIED TESTING AGENCY [ & TEMPERATURE-RISE LIMITS] INDICATED, BASED ON TESTING AT POSITIVE PRESSURE PER NFPA 252 OR UL 10C.

1. SMOKE- & DRAFT-CONTROL ASSEMBLIES: PROVIDE AN ASSEMBLY W/GASKETS LISTED & LABELED FOR SMOKE & DRAFT CONTROL BY A QUALIFIED TESTING AGENCY, BASED ON TESTING PER UL 1784 & INSTALLED IN COMPLIANCE W/NFPA 105.

B. FIRE-RATED, BORROWED-LIGHT ASSEMBLIES: Per NFPA 80 & LISTED & LABELED BY A TESTING & INSPECTING AGENCY ACCEPTABLE TO AHJ FOR FIRE-PROTECTION RATINGS INDICATED, BASED ON TESTING PER NFPA 257 OR UL 9.2.3 INTERIOR DOORS & FRAMESA. STANDARD-DUTY DOORS & FRAMES: SDI A250.8, LEVEL 1.

1. PHYSICAL PERFORMANCE: LEVEL C PER SDI A250.4.2. DOORS:

a. TYPE: AS INDICATED IN THE DOOR & FRAME SCHEDULE.b. THICKNESS: 1-3/4”.c. FACE: METALLIC-COATED, COLD-ROLLED STEEL SHEET, MIN THICKNESS OF 0.032 INCH.d. EDGE CONST: MODEL 1, FULL FLUSH.e. CORE: MFR'S STD.

3. FRAMES:a. MATLS: METALLIC-COATED, COLD-ROLLED STEEL SHEET, MIN THICKNESS OF 0.042 INCH.b. CONST: FULL PROFILE WELDED.

4. EXPOSED FNSH: PRIME.2.4 EXTERIOR HOLLOW-METAL DOORS & FRAMESA. HEAVY-DUTY DOORS & FRAMES: SDI A250.8, LEVEL 2.

1. PHYSICAL PERFORMANCE: LEVEL B PER SDI A250.4.2. DOORS:

a. TYPE: AS INDICATED IN THE DOOR & FRAME SCHEDULE.b. THICKNESS: 1-3/4”.c. FACE: METALLIC-COATED STEEL SHEET, MIN THICKNESS OF 0.042 INCH, W/MIN A40 COATING.d. EDGE CONST: MODEL 1, FULL FLUSH.e. CORE: POLYSTYRENE.

3. THERMAL-RATED DOORS: PROVIDE DOORS FABRICATED W/THERMAL-RESISTANCE VALUE (R-VALUE) OF NOT LESS THAN 4.0 DEG F X H X SQ. FT./BTU WHEN TESTED PER ASTM C 1363.4. FRAMES:

a. MATLS: METALLIC-COATED STEEL SHEET, MIN THICKNESS OF 0.053 INCH, W/MIN A40 COATING.b. CONST: FULL PROFILE WELDED.

5. EXPOSED FNSH: PRIME.2.5 FRAME ANCHORSA. JAMB ANCHORS:

1. MASONRY TYPE: ADJUSTABLE STRAP-AND-STIRRUP OR T-SHAPED ANCHORS TO SUIT FRAME SIZE, NOT LESS THAN 0.042 INCH THICK, W/CORRUGATED OR PERFORATED STRAPS NOT LESS THAN 2” WIDE BY 10” LONG; OR WIRE ANCHORS NOT LESS THAN 0.177 INCH THICK.2. STUD-WALL TYPE: DESIGNED TO ENGAGE STUD, WELDED TO BACK OF FRAMES; NOT LESS THAN 0.042 INCH THICK.3. POSTINSTALLED EXPANSION TYPE FOR IN-PLACE CONC OR MASONRY: MIN 3/8” DIAMETER BOLTS W/EXPANSION SHIELDS OR INSERTS. PROVIDE PIPE SPACER FROM FRAME TO WALL, W/THROAT REINFORCEMENT PLATE, WELDED TO FRAME AT EACH ANCHOR LOCATION.

B. FLOOR ANCHORS: FORMED FROM SAME MATL AS FRAMES, MIN THICKNESS OF 0.042 INCH, CLIP-TYPE ANCHORS, W/TWO HOLES TO RECEIVE FASTENERS:2.6 MATERIALSA. COLD-ROLLED STEEL SHEET: ASTM A 1008, COMMERCIAL STEEL (CS), TYPE B; SUITABLE FOR EXPOSED APPLICATIONS.B. METALLIC-COATED STEEL SHEET: ASTM A 653, COMMERCIAL STEEL (CS), TYPE B.C. FRAME ANCHORS: ASTM A 879, COMMERCIAL STEEL (CS), 04Z COATING DESIGNATION; MILL PHOSPHATIZED.D. INSERTS, BOLTS, & FASTENERS: HOT-DIP GALV PER ASTM A 153.E. POWER-ACTUATED FASTENERS IN CONC: FROM CORROSION-RESISTANT MATLS.F. MINERAL-FIBER INSULATION: ASTM C 665, TYPE I (BLANKETS WITHOUT MEMBRANE FACING).G. GLAZING: SECTION 088000 "GLAZING."2.7 FABRICATIONA. FABRICATE HOLLOW-METAL WORK TO BE RIGID & FREE OF DEFECTS, WARP, OR BUCKLE. ACCURATELY FORM METAL TO REQ SIZES & PROFILES, W/MIN RADIUS FOR METAL THICKNESS.B. HOLLOW-METAL DOORS:

1. EXTERIOR DOORS: PROVIDE WEEP-HOLE OPENINGS IN BOTTOMS OF EXT DOORS TO PERMIT MOISTURE TO ESCAPE. SEAL JOINTS IN TOP EDGES OF DOORS AGAINST WATER PENETRATION.2. PROVIDE COUNTERSUNK, FLAT- OR OVAL-HEAD EXPOSED SCREWS & BOLTS FOR EXPOSED FASTENERS.3. FLOOR ANCHORS: WELD ANCHORS TO BOTTOMS OF JAMBS W/AT LEAST FOUR SPOT WELDS PER ANCHOR;.4. JAMB ANCHORS: PROVIDE NUMBER & SPACING OF ANCHORS AS FOLLOWS:

a. MASONRY TYPE: LOCATE ANCHORS NOT MORE THAN 16” FROM TOP & BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32” O.Cb. STUD-WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18” FROM TOP & BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32” O.Cc. POSTINSTALLED EXPANSION TYPE: LOCATE ANCHORS NOT MORE THAN 6” FROM TOP & BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 26” O.C.

5. DOOR SILENCERS: EXCEPT ON WEATHER-STRIPPED FRAMES, DRILL STOPS TO RECEIVE DOOR SILENCERS.a. SINGLE-DOOR FRAMES: DRILL STOP IN STRIKE JAMB TO RECEIVE THREE DOOR SILENCERS.b. DOUBLE-DOOR FRAMES: DRILL STOP IN HEAD JAMB TO RECEIVE TWO DOOR SILENCERS.

C. HARDWARE PREPARATION: FACTORY PREPARE HOLLOW-METAL WORK TO RECEIVE TEMPLATED HARDWARE PER SDI A250.6, & THE DOOR HARDWARE SCHEDULE.1. REINFORCE DOORS & FRAMES TO RECEIVE NONTEMPLATED, MORTISED, & SURFACE-MOUNTED DOOR HARDWARE.2. COMPLY W/APPLICABLE REQ IN SDI A250.6 & BHMA A156.115 FOR PREPARATION OF HOLLOW-METAL WORK FOR HARDWARE.

D. STOPS & MOLDINGS: PROVIDE STOPS & MOLDINGS AROUND GLAZED LITES & LOUVERS WHERE INDICATED. FORM CORNERS OF STOPS & MOLDINGS W/BUTTED OR MITERED HAIRLINE JOINTS.1. PROVIDE FIXED FRAME MOLDINGS ON OUTSIDE OF EXT & ON SECURE SIDE OF INT DOORS & FRAMES.2. COORDINATE RABBET WIDTH BETWEEN FIXED & REMOVABLE STOPS W/GLAZING & INSTL TYPES INDICATED.

2.8 STEEL FINISHESA. PRIME FNSH: CLEAN, PRETREAT, & APPLY SHOP PRIMER: SDI A250.10.2.9 ACCESSORIESA. LOUVERS: SIGHTPROOF COMPLYING W/SDI 111C, W/BLADES OR BAFFLES FORMED OF 0.020-INCH- THICK, COLD-ROLLED STEEL SHEET SET INTO 0.032-INCH- THICK STEEL FRAME.B. MULLIONS & TRANSOM BARS: JOIN TO ADJACENT MEMBERS BY WELDING OR RIGID MECHANICAL ANCHORS.PART 3 - EXECUTION3.1 INSTALLATIONA. HOLLOW-METAL FRAMES: INSTALL HOLLOW-METAL FRAMES OF SIZE & PROFILE INDICATED. COMPLY W/SDI A250.11 OR NAAMM-HMMA 840 AS REQ BY STDS SPECIFIED.

1. FLOOR ANCHORS: PROVIDE FLOOR ANCHORS FOR EACH JAMB & MULLION THAT EXTENDS TO FLOOR, & SECURE W/POSTINSTALLED EXPANSION ANCHORS.B. HOLLOW-METAL DOORS: FIT HOLLOW-METAL DOORS ACCURATELY IN FRAMES, WITHIN CLEARANCES SPECIFIED BELOW. SHIM AS NECESSARY.

1. NON-FIRE-RATED STEEL DOORS:a. BETWEEN DOOR, FRAME JAMBS & HEAD: 1/8” PLUS OR MINUS 1/32”.b. BETWEEN EDGES OF PAIRS OF DOORS: 1/8” TO ¼” PLUS OR MINUS 1/32”.c. AT BOTTOM OF DOOR: 3/4" PLUS OR MINUS 1/32”.d. BETWEEN DOOR FACE & STOP: 1/16” TO 1/8” PLUS OR MINUS 1/32”.

2. FIRE-RATED DOORS: INSTALL DOORS W/CLEARANCES PER NFPA 80.3. SMOKE-CONTROL DOORS: INSTALL DOORS & GASKETS PER NFPA 105.

C. GLAZING: COMPLY W/INSTL REQ IN SECTION 088000 "GLAZING" & W/HOLLOW-METAL MFR'S WRTN INSTRUCTIONS. END OF SECTION 081113

SECTION 083113 - ACCESS DOORS & FRAMESPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES NON-FIRE RATED ACCESS DOORS & FRAMES FOR WALLS & CEILINGS.1.2 SUBMITTALS, PRODUCT DATA.PART 2 - PRODUCTS2.1 ACCESS DOORS & FRAMES FOR WALLS & CEILINGSA. AVAILABLE MFRS:

1. BABCOCK-DAVIS.2. J. L. INDUSTRIES, INC.3. LARSEN'S MANUFACTURING COMPANY.

B. FLUSH ACCESS DOORS W/CONCEALED FLANGES:1. ASSEMBLY DESCRIPTION: FABRICATE DOOR TO FIT FLUSH TO FRAME. PROVIDE FRAME W/GYPSUM BOARD BEADS FOR CONCEALED FLANGE INSTL.2. DOOR SIZE: AS INDICATED OR REQ.3. METALLIC-COATED STEEL SHEET FOR DOOR & FRAMES: NOMINAL 0.064 INCH, 16 GAGE, W/ FACTORY PRIMED FNSH.4. HINGES: MFR'S STD.5. HARDWARE: CAM LATCH OPERATED BY HEX-HEAD WRENCH.

2.2 FABRICATIONA. GENERAL: PROVIDE ACCESS DOOR & FRAME ASSEMBLIES MFR’D AS INTEGRAL UNITS READY FOR INSTL.B. DOORS & FRAMES: GRIND EXPOSED WELDS SMOOTH & FLUSH W/ADJACENT SURFACES. FURNISH ATTACHMENT DEVICES & FASTENERS OF TYPE REQ TO SECURE ACCESS DOORS.2.3 FINISHESA. STEEL & METALLIC-COATED-STEEL FINISHES: PROVIDE SMOOTH, FLAT SURFACES W/OUT BLEMISHES W/A FACTORY APPLIED PRIMER.PART 3 - EXECUTION3.1 INSTALLATIONA. COMPLY W/MFR'S WRTN INSTRUCTIONS FOR INSTALLING ACCESS DOORS & FRAMES.END OF SECTION 083113

SECTION 087100 - DOOR HARDWAREPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES DOOR HARDWARE FOR DOORS & CYLINDERS SPECIFIED IN OTHER SECTIONS.1.2 SUBMITTALS: PRODUCT DATA, DOOR HARDWARE SCHEDULE.1.3 QUALITY ASSURANCEA. ARCHITECTURAL HARDWARE CONSULTANT QUALIFICATIONS:

1. CURRENTLY CERTIFIED BY DHI AS AN ARCHITECTURAL HARDWARE CONSULTANT (AHC).B. FIRE-RATED DOOR ASSEMBLIES: COMPLYING W/NFPA 80 BASED ON TESTING AT POSITIVE PRESSURE PER NFPA 252 OR UL 10C.C. SMOKE- & DRAFT-CONTROL DOOR ASSEMBLIES: UL 1784 & INSTALLED IN COMPLIANCE W/NFPA 105.

1. AIR LEAKAGE RATE: MAX AIR LEAKAGE OF 0.3 CFM/SQ. FT. AT THE TESTED PRESSURE DIFFERENTIAL OF 0.3-INCH WG OF WATER.D. MEANS OF EGRESS DOORS: NOT MORE THAN 15 LBF TO RELEASE THE LATCH. LOCKS DO NOT REQUIRE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE FOR OPERATION.E. ACCESSIBILITY REQUIREMENTS: FOR DOOR HARDWARE ON DOORS IN AN ACCESSIBLE ROUTE, COMPLY W/ICC/ANSI A117.1.

1. PROVIDE OPERATING DEVICES THAT DO NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST & THAT OPERATE W/A FORCE OF NOT MORE THAN 5 LBF.2. COMPLY W/THE FOLLOWING MAX OPENING-FORCE REQ:

a. INT, NON-FIRE-RATED HINGED DOORS: 5 LBF APPLIED PERPENDICULAR TO DOOR.b. SLIDING OR FOLDING DOORS: 5 LBF APPLIED PARALLEL TO DOOR AT LATCH.

3. BEVEL RAISED THRESHOLDS W/A SLOPE OF NOT MORE THAN 1:2. PROVIDE THRESHOLDS NOT MORE THAN ½” HIGH FOR EXT SLIDING DOORS.4. ADJUST DOOR CLOSER SWEEP PERIODS SO THAT, FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3” FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR.

1.4 DELIVERY, STORAGE, & HANDLINGA. DELIVER KEYS & PERMANENT CORES TO OWNER BY REGISTERED MAIL OR OVERNIGHT PACKAGE SERVICE.1.5 WARRANTY: MFR'S STD FORM A. WARRANTY PERIOD: TWO YEARS FROM SUBSTANTIAL COMPLETION.PART 2 - PRODUCTS2.1 SCHEDULED DOOR HARDWAREA. PROVIDE DOOR HARDWARE FOR EACH DOOR AS SCHEDULED ON DWGS TO COMPLY W/REQ IN THIS SECTION.

1. DOOR HARDWARE SETS: PROVIDE QUANTITY, ITEM, SIZE, FNSH OR COLOR INDICATED, & PRODUCTS COMPLYING W/BHMA DESIGNATIONS REF.2. SEQUENCE OF OPERATION: PROVIDE ELECTRIFIED DOOR HARDWARE FUNCTION, SEQUENCE OF OPERATION, & INTERFACE W/OTHER BUILDING CONTROL SYSTEMS INDICATED.

B. HINGES: BHMA A156.1. PROVIDE TEMPLATE-PRODUCED HINGES.C. STRIKES: PROVIDE STRIKE FOR EACH LOCK BOLT OR LATCHBOLT W/STRIKE BOX & CURVED LIP EXTENDED TO PROTECT FRAME.D. BORED LOCKS: BHMA A156.2; GRADE 1; SERIES 4000.E. MANUAL FLUSH BOLTS: BHMA A156.16; MIN ¾” THROW; DESIGNED FOR MORTISING INTO DOOR EDGE.F. AUTOMATIC & SELF-LATCHING FLUSH BOLTS: BHMA A156.16; MIN ¾” THROW; DESIGNED FOR MORTISING INTO DOOR EDGE.G. EXIT DEVICES & AUXILIARY ITEMS: BHMA A156.3.H. LOCK CYLINDERS: TUMBLER TYPE, CONSTRUCTED FROM BRASS OR BRONZE, STAINLESS STEEL, OR NICKEL SILVER.I. CONST CORES: PROVIDE CONST CORES THAT ARE REPLACEABLE BY PERMANENT CORES. J. KEYING SYSTEM: FACTORY REGISTERED, COMPLYING W/GUIDELINES IN BHMA A156.28, APPENDIX A.

1. MASTER KEY SYSTEM: CHANGE KEYS & A MASTER KEY OPERATE CYLINDERS.2. KEYS: NICKEL SILVER OR BRASS.

a. STAMPING: PERMANENTLY INSCRIBE EACH KEY W/A VISUAL KEY CONTROL NUMBER & INCLUDE THE FOLLOWING NOTATION:1) NOTATION: "DO NOT DUPLICATE." INFORMATION TO BE FURNISHED BY OWNER.

K. OPERATING TRIM: BHMA A156.6.L. COORDINATORS: BHMA A156.3; CONSISTING OF ACTIVE-LEAF, HOLD-OPEN LEVER & INACTIVE-LEAF RELEASE TRIGGER.M. ASTRAGALS: BHMA A156.22.N. SURFACE CLOSERS: BHMA A156.4; RACK-AND-PINION HYDRAULIC TYPE W/ADJUSTABLE SWEEP & LATCH SPEEDS CONTROLLED BY KEY-OPERATED VALVES & FORGED-STEEL MAIN ARM. COMPLY W/MFR'S WRTN REC FOR SIZE OF DOOR CLOSERS DEPENDING ON SIZE OF DOOR, EXPOSURE TO WEATHER, & ANTICIPATED FREQUENCY OF USE. PROVIDE FACTORY-SIZED CLOSERS, ADJUSTABLE TO MEET FIELD CONDITIONS & REQ FOR OPENING FORCE.O. CLOSER HOLDER RELEASE DEVICES: BHMA A156.15; GRADE 1; CLOSER CONNECTED. DOOR SHALL BECOME SELF-CLOSING ON INTERRUPTION OF SIGNAL TO RELEASE DEVICE. AUTOMATIC RELEASE IS ACTIVATED BY SMOKE DETECTION SYSTEM OR LOSS OF POWER.P. WALL- & FLOOR-MOUNTED STOPS: BHMA A156.16; POLISHED CAST BRASS, BRONZE, OR ALUM BASE METAL.Q. OVERHEAD STOPS & HOLDERS: BHMA A156.8.R. DOOR GASKETING: BHMA A156.22; AIR LEAKAGE NOT TO EXCEED 0.50 CFM PER FOOT OF LENGTH FOR GASKETING, AS TESTED PER ASTM E 283; W/RESILIENT STRIPS THAT ARE EASILY REPLACEABLE & READILY AVAILABLE.S. THRESHOLDS: BHMA A156.21; FABRICATED TO FULL WIDTH OF OPENING INDICATED.T. SLIDING DOOR HARDWARE: BHMA A156.14; CONSISTING OF COMPLETE SETS INCLUDING RAILS, HANGERS, SUPPORTS, BUMPERS, FLOOR GUIDES, & ACCESSORIES INDICATED.U. METAL PROTECTIVE TRIM UNITS: BHMA A156.6; FABRICATED FROM 0.050-INCH-THICK STAINLESS STEEL; W/ MACHINE OR SELF-TAPPING SCREW FASTENERS.V. AUXILIARY HARDWARE: BHMA A156.16.2.2 FABRICATIONA. FASTENERS: PROVIDE DOOR HARDWARE MFR’D TO COMPLY W/PUBLISHED TEMPLATES PREPARED FOR MACHINE, WOOD, & SHEET METAL SCREWS. PROVIDE SCREWS THAT COMPLY W/COMMERCIALLY RECOGNIZED INDUSTRY STDS FOR APPLICATION INTENDED. PROVIDE PHILLIPS FLAT-HEAD SCREWS W/FINISHED HEADS TO MATCH SURFACE OF DOOR HARDWARE.

2. SPACERS OR SEX BOLTS: FOR THROUGH BOLTING OF HOLLOW-METAL DOORS.3. FASTENERS FOR WOOD DOORS: COMPLY W/REQ IN DHI WDHS.2, "RECOMMENDED FASTENERS FOR WOOD DOORS."4. GASKETING FASTENERS: PROVIDE NONCORROSIVE FASTENERS FOR EXT APPLICATIONS.

2.3 FINISHESA. PROVIDE FINISHES COMPLYING W/BHMA A156.18 AS INDICATED IN DOOR HARDWARE SCHEDULE.PART 3 - EXECUTION3.1 INSTALLATIONA. STEEL DOORS & FRAMES: FOR SURFACE APPLIED DOOR HARDWARE, DRILL & TAP DOORS & FRAMES PER ANSI/SDI A250.6.B. WOOD DOORS: COMPLY W/DHI WDHS.5 "RECOMMENDED HARDWARE REINFORCEMENT LOCATIONS FOR MINERAL CORE WOOD FLUSH DOORS."C. MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS TO COMPLY W/THE FOLLOWING OR REQ TO COMPLY W/GOVERNING REGULATIONS.

1. STD STEEL DOORS & FRAMES: ANSI/SDI A250.8.2. WOOD DOORS: DHI WDHS.3, "RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR WOOD FLUSH DOORS."

D. INSTALL EACH DOOR HARDWARE ITEM TO COMPLY W/MFR'S WRTN INSTRUCTIONS.E. THRESHOLDS: SET THRESHOLDS FOR EXT DOORS & OTHER DOORS INDICATED IN FULL BED OF SEALANT.F. ADJUSTMENT: ADJUST & CHECK EACH OPERATING ITEM OF DOOR HARDWARE & EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE AS INTENDED. END OF SECTION 087100

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

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SECTION 087100 - DOOR HARDWAREPART 2 - PRODUCTS2.1 SCHEDULED DOOR HARDWAREA. PROVIDE DOOR HARDWARE FOR EACH DOOR AS SCHEDULED ON DWGS TO COMPLY W/REQ IN THIS SECTION.

1. DOOR HARDWARE SETS: PROVIDE QUANTITY, ITEM, SIZE, FNSH OR COLOR INDICATED, & PRODUCTS COMPLYING W/BHMA DESIGNATIONS REF.2. SEQUENCE OF OPERATION: PROVIDE ELECTRIFIED DOOR HARDWARE FUNCTION, SEQUENCE OF OPERATION, & INTERFACE W/OTHER BUILDING CONTROL SYSTEMS INDICATED.

B. HINGES: BHMA A156.1. PROVIDE TEMPLATE-PRODUCED HINGES.C. STRIKES: PROVIDE STRIKE FOR EACH LOCK BOLT OR LATCHBOLT W/STRIKE BOX & CURVED LIP EXTENDED TO PROTECT FRAME.D. BORED LOCKS: BHMA A156.2; GRADE 1; SERIES 4000.E. MANUAL FLUSH BOLTS: BHMA A156.16; MIN ¾” THROW; DESIGNED FOR MORTISING INTO DOOR EDGE.F. AUTOMATIC & SELF-LATCHING FLUSH BOLTS: BHMA A156.16; MIN ¾” THROW; DESIGNED FOR MORTISING INTO DOOR EDGE.G. EXIT DEVICES & AUXILIARY ITEMS: BHMA A156.3.H. LOCK CYLINDERS: TUMBLER TYPE, CONSTRUCTED FROM BRASS OR BRONZE, STAINLESS STEEL, OR NICKEL SILVER.I. CONST CORES: PROVIDE CONST CORES THAT ARE REPLACEABLE BY PERMANENT CORES. J. KEYING SYSTEM: FACTORY REGISTERED, COMPLYING W/GUIDELINES IN BHMA A156.28, APPENDIX A.

1. MASTER KEY SYSTEM: CHANGE KEYS & A MASTER KEY OPERATE CYLINDERS.2. KEYS: NICKEL SILVER OR BRASS.

a. STAMPING: PERMANENTLY INSCRIBE EACH KEY W/A VISUAL KEY CONTROL NUMBER & INCLUDE THE FOLLOWING NOTATION:1) NOTATION: "DO NOT DUPLICATE." INFORMATION TO BE FURNISHED BY OWNER.

K. OPERATING TRIM: BHMA A156.6.L. COORDINATORS: BHMA A156.3; CONSISTING OF ACTIVE-LEAF, HOLD-OPEN LEVER & INACTIVE-LEAF RELEASE TRIGGER.M. ASTRAGALS: BHMA A156.22.N. SURFACE CLOSERS: BHMA A156.4; RACK-AND-PINION HYDRAULIC TYPE W/ADJUSTABLE SWEEP & LATCH SPEEDS CONTROLLED BY KEY-OPERATED VALVES & FORGED-STEEL MAIN ARM. COMPLY W/MFR'S WRTN REC FOR SIZE OF DOOR CLOSERS DEPENDING ON SIZE OF DOOR, EXPOSURE TO WEATHER, & ANTICIPATED FREQUENCY OF USE. PROVIDE FACTORY-SIZED CLOSERS, ADJUSTABLE TO MEET FIELD CONDITIONS & REQ FOR OPENING FORCE.O. CLOSER HOLDER RELEASE DEVICES: BHMA A156.15; GRADE 1; CLOSER CONNECTED. DOOR SHALL BECOME SELF-CLOSING ON INTERRUPTION OF SIGNAL TO RELEASE DEVICE. AUTOMATIC RELEASE IS ACTIVATED BY SMOKE DETECTION SYSTEM OR LOSS OF POWER.P. WALL- & FLOOR-MOUNTED STOPS: BHMA A156.16; POLISHED CAST BRASS, BRONZE, OR ALUM BASE METAL.Q. OVERHEAD STOPS & HOLDERS: BHMA A156.8.R. DOOR GASKETING: BHMA A156.22; AIR LEAKAGE NOT TO EXCEED 0.50 CFM PER FOOT OF LENGTH FOR GASKETING, AS TESTED PER ASTM E 283; W/RESILIENT STRIPS THAT ARE EASILY REPLACEABLE & READILY AVAILABLE.S. THRESHOLDS: BHMA A156.21; FABRICATED TO FULL WIDTH OF OPENING INDICATED.T. SLIDING DOOR HARDWARE: BHMA A156.14; CONSISTING OF COMPLETE SETS INCLUDING RAILS, HANGERS, SUPPORTS, BUMPERS, FLOOR GUIDES, & ACCESSORIES INDICATED.U. METAL PROTECTIVE TRIM UNITS: BHMA A156.6; FABRICATED FROM 0.050-INCH-THICK STAINLESS STEEL; W/ MACHINE OR SELF-TAPPING SCREW FASTENERS.V. AUXILIARY HARDWARE: BHMA A156.16.2.2 FABRICATIONA. FASTENERS: PROVIDE DOOR HARDWARE MFR’D TO COMPLY W/PUBLISHED TEMPLATES PREPARED FOR MACHINE, WOOD, & SHEET METAL SCREWS. PROVIDE SCREWS THAT COMPLY W/COMMERCIALLY RECOGNIZED INDUSTRY STDS FOR APPLICATION INTENDED. PROVIDE PHILLIPS FLAT-HEAD SCREWS W/FINISHED HEADS TO MATCH SURFACE OF DOOR HARDWARE.

1. FIRE-RATED APPLICATIONS:a. WOOD OR MACHINE SCREWS: FOR THE FOLLOWING:

1) HINGES MORTISED TO DOORS OR FRAMES.2) STRIKE PLATES TO FRAMES.3) CLOSERS TO DOORS & FRAMES.

b. STEEL THROUGH BOLTS: FOR THE FOLLOWING UNLESS DOOR BLOCKING IS PROVIDED:1) SURFACE HINGES TO DOORS.2) CLOSERS TO DOORS & FRAMES.3) SURFACE-MOUNTED EXIT DEVICES.

2. SPACERS OR SEX BOLTS: FOR THROUGH BOLTING OF HOLLOW-METAL DOORS.3. FASTENERS FOR WOOD DOORS: COMPLY W/REQ IN DHI WDHS.2, "RECOMMENDED FASTENERS FOR WOOD DOORS."4. GASKETING FASTENERS: PROVIDE NONCORROSIVE FASTENERS FOR EXT APPLICATIONS.

2.3 FINISHESA. PROVIDE FINISHES COMPLYING W/BHMA A156.18 AS INDICATED IN DOOR HARDWARE SCHEDULE.PART 3 - EXECUTION3.1 INSTALLATIONA. STEEL DOORS & FRAMES: FOR SURFACE APPLIED DOOR HARDWARE, DRILL & TAP DOORS & FRAMES PER ANSI/SDI A250.6.B. WOOD DOORS: COMPLY W/DHI WDHS.5 "RECOMMENDED HARDWARE REINFORCEMENT LOCATIONS FOR MINERAL CORE WOOD FLUSH DOORS."C. MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS TO COMPLY W/THE FOLLOWING OR REQ TO COMPLY W/GOVERNING REGULATIONS.

1. STD STEEL DOORS & FRAMES: ANSI/SDI A250.8.2. WOOD DOORS: DHI WDHS.3, "RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR WOOD FLUSH DOORS."

D. INSTALL EACH DOOR HARDWARE ITEM TO COMPLY W/MFR'S WRTN INSTRUCTIONS.E. THRESHOLDS: SET THRESHOLDS FOR EXT DOORS & OTHER DOORS INDICATED IN FULL BED OF SEALANT.F. ADJUSTMENT: ADJUST & CHECK EACH OPERATING ITEM OF DOOR HARDWARE & EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE AS INTENDED. END OF SECTION 087100

SECTION 088000 - GLAZINGPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES GLAZING PRODUCTS & APPLICATIONS, INCLUDING THOSE SPECIFIED IN OTHER SECTIONS.1.2 PERFORMANCE REQUIREMENTSA. DESIGN WIND PRESSURES: AS INDICATED ON DWGS.1.3 SUBMITTALS: PRODUCT DATA, GLAZING SCHEDULE.1.4 QUALITY ASSURANCEA. GLAZING PUBLICATIONS: COMPLY W/IGMA SIGMA TM-3000.B. SAFETY GLAZING LABELING: PERMANENTLY MARK GLAZING W/CERTIFICATION LABEL OF THE SGCC. C. INSULATING-GLASS CERTIFICATION PROGRAM: PERMANENTLY MARKED EITHER ON SPACERS OR LITE OF UNITS W/CERTIFICATION LABEL OF IGCC.1.5 WARRANTY: MFR'S SPECIAL WARRANTY FOR COATED-GLASS & ON INSULATING GLASS PRODUCTS.A. WARRANTY PERIOD: 10 YEARS FROM SUBSTANTIAL COMPLETION.PART 2 - PRODUCTS2.1 GLASS PRODUCTSA. FLOAT GLASS: ASTM C 1036, TYPE I, QUALITY-Q3, CLASS I (CLEAR).B. HEAT-TREATED FLOAT GLASS: ASTM C 1048; TYPE I; QUALITY-Q3; CLASS I (CLEAR); OF KIND & CONDITION INDICATED.C. UNCOATED TINTED FLOAT GLASS: CLASS 2.

1. BASIS-OF-DESIGN PRODUCT: PILKINGTON, OMNIFLOAT.2. TINT COLOR: [ARCTIC-BLUE] [BLUE-GREEN] [BRONZE] [GRAY].

D. LOW-E COATED VISION GLASS: ASTM C 1036, COATED BY PYROLYTIC PROCESS.1. BASIS-OF-DESIGN PRODUCT: PILKINGTON, LOW-E.2. KIND: KIND CV (COATED VISION GLASS).3. GLASS: CLEAR FLOAT.

2.2 INSULATING GLASSA. INSULATING-GLASS UNITS: FACTORY-ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A DEHYDRATED INTERSPACE, QUALIFIED PER ASTM E 2190.

1. SEALING SYSTEM: DUAL SEAL.2. SPACER: SPACER MATL & CONST.

2.3 MISCELLANEOUS GLAZING MATLSA. CLEANERS, PRIMERS, & SEALERS: TYPES REC BY SEALANT OR GASKET MFR.B. PROVIDE SETTING BLOCKSSPACERS & EDGE BLOCKS. C. SOFT COMPRESSION GASKETS: EXTRUDED OR MOLDED, CLOSED-CELL, EPDM, SILICONE OR THERMOPLASTIC POLYOLEFIN RUBBER GASKETS COMPLYING W/ASTM C 509, TYPE II, BLACK; REQ TO MAINTAIN WATERTIGHT SEAL.D. BACK-BEDDING MASTIC GLAZING TAPES: PREFORMED, BUTYL-BASED, 100% SOLIDS ELASTOMERIC TAPE; REC IN WRITING BY TAPE & GLASS MFRS FOR APPLICATION INDICATED; & COMPLYING W/ASTM C 1281 AAMA 806.3 TAPE, FOR GLAZING APPLICATIONS SUBJECT TO CONT PRESSURE.E. EXPANDED CELLULAR GLAZING TAPES: CLOSED-CELL, PVC FOAM TAPES; FACTORY COATED W/ADHESIVE ON BOTH SURFACES; & COMPLYING W/AAMA 810.1, TYPE 1, FOR GLAZING APPLICATIONS IN WHICH TAPE ACTS AS THE PRIMARY SEALANT.2.4 MONOLITHIC-GLASS TYPESA. GLASS TYPE: CLEAR FLOAT GLASS OR FULLY TEMPERED FLOAT GLASS.

1. THICKNESS: 6.0 MM.B. GLASS TYPE: TINTED FLOAT GLASS, HEAT-STRENGTHENED FLOAT GLASS OR FULLY TEMPERED FLOAT GLASS.

1. THICKNESS: 6.0 MM.C. GLASS TYPE: REFLECTIVE-COATED VISION GLASS, FLOAT GLASS HEAT-STRENGTHENED FLOAT GLASS OR FULLY TEMPERED FLOAT GLASS.

1. THICKNESS: 6.0 MM.2. COATING LOCATION: SECOND SURFACE.

2.5 INSULATING-GLASS TYPESA. GLASS TYPE: LOW-E-COATED, TINTED INSULATING GLASS.

1. OVERALL UNIT THICKNESS: 1”.2. THICKNESS OF EACH GLASS LITE: 6.0 MM.3. OUTDOOR LITE: TINTED FLOAT GLASS, HEAT-STRENGTHENED FLOAT GLASS OR FULLY TEMPERED FLOAT GLASS.4. INTERSPACE CONTENT: ARGON.5. INDOOR LITE: CLEAR FLOAT GLASS, HEAT-STRENGTHENED FLOAT GLASS OR FULLY TEMPERED FLOAT GLASS.6. LOW-E COATING: PYROLYTIC ON THIRD SURFACE.

PART 3 - EXECUTION3.1 GLAZING, GENERALA. COMPLY W/COMBINED WRTN INSTRUCTIONS OF MFRS OF GLASS, SEALANTS, GASKETS, & OTHER GLAZING MATLS, UNLESS MORE STRINGENT REQ ARE INDICATED, INCLUDING THOSE IN REF GLAZING PUBLICATIONS.END OF SECTION 088000

SECTION 092216 - NON-STRUCTURAL METAL FRAMINGPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES NON-LOAD-BEARING STEEL FRAMING SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES.1.2 SUBMITTALS: PRODUCT DATA.PART 2 - PRODUCTS2.1 PERFORMANCE REQUIREMENTSA. FIRE-TEST-RESPONSE CHARACTERISTICS: PROVIDE MATLS & CONST IDENTICAL TO THOSE TESTED PER ASTM E 119.B. STC-RATED ASSEMBLIES: PROVIDE MATLS & CONST IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED PER ASTM E 90 & CLASSIFIED PER ASTM E 413.2.2 FRAMING SYSTEMSA. STEEL STUDS & RUNNERS: ASTM C 645.

1. MIN BASE-METAL THICKNESS & DEPTH: AS INDICATED ON DWGS.2. YIELD STRESS: 33 KSI.

B. SLIP-TYPE HEAD JOINTS: PROVIDE IN SAME THICKNESS INDICATED FOR STUDS & IN WIDTH TO ACCOMMODATE DEPTH OF STUDS:C. FLAT STRAP & BACKING PLATE: MIN BASE-METAL THICKNESS: 0.033 INCH STEEL SHEET FOR BLOCKING & BRACING IN LENGTH & WIDTH INDICATED.D. COLD-ROLLED CHANNEL BRIDGING: STEEL, 0.053-INCH MIN BASE-METAL THICKNESS, W/MIN 1/2" WIDE FLANGES & A DEPTH 1-1/2”.E. CLIP ANGLE: NOT LESS THAN 1-1/2” BY 1-1/2”, 0.068-INCH- THICK, GALV STEEL.F. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645.

1. MIN BASE-METAL THICKNESS & DEPTH: AS INDICATED ON DWGS.2.3 AUXILIARY MATERIALSA. FASTENERS FOR METAL FRAMING: OF TYPE, MATL, SIZE, CORROSION RESISTANCE, HOLDING POWER, & OTHER PROPERTIES REQ TO FASTEN STEEL MEMBERS TO SUBSTRATES.PART 3 - EXECUTION3.1 INSTALLATION, GENERALA. INSTALLATION STD: ASTM C 754.

1. GYPSUM BOARD ASSEMBLIES: ASTM C 840 THAT APPLY TO FRAMING INSTL.B. INSTALL SUPPLEMENTARY FRAMING, & BLOCKING TO SUPPORT FIXTURES, EQUIPMENT SERVICES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, FURNISHINGS, OR SIM CONST.C. DO NOT BRIDGE BUILDING CONTROL & EXPANSION JOINTS.3.2 INSTALLING FRAMED ASSEMBLIESA. INSTALL TRACKS AT FLOORS & OVERHEAD SUPPORTS. EXTEND FRAMING FULL HEIGHT TO STRL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS. CONT FRAMING AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING.

1. SLIP-TYPE HEAD JOINTS: WHERE FRAMING EXTENDS TO OVERHEAD STRL SUPPORTS, INSTALL TO PRODUCE JOINTS AT TOPS OF FRAMING SYSTEMS THAT PREVENT AXIAL LOADING OF FINISHED ASSEMBLIES.2. DOOR AND WINDOW OPENINGS: INSTALL TWO STUDS AT EACH JAMB. 3. FIRE-RESISTANCE-RATED PARTITIONS: INSTALL FRAMING TO COMPLY W/FIRE-RESISTANCE-RATED ASSEMBLY INDICATED.4. SOUND-RATED PARTITIONS: INSTALL FRAMING TO COMPLY W/SOUND-RATED ASSEMBLY INDICATED.

B. INSTALLATION TOLERANCE: INSTALL EACH FRAMING MEMBER SO FASTENING SURFACES VARY NOT MORE THAN 1/8” FROM THE PLANE FORMED BY FACES OF ADJACENT FRAMING.END OF SECTION 092216

SECTION 092900 - GYPSUM BOARDPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES INTERIOR GYPSUM BOARD & TEXTURE FINISHES.1.2 SUBMITTALS: PRODUCT DATA.PART 2 - PRODUCTS2.1 PERFORMANCE REQUIREMENTSA. FIRE-RESISTANCE-RATED ASSEMBLIES: FOR FIRE-RESISTANCE-RATED ASSEMBLIES, PROVIDE MATLS & CONST IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED PER ASTM E 119 BY AN INDEPENDENT TESTING AGENCY.B. STC-RATED ASSEMBLIES: FOR STC-RATED ASSEMBLIES, PROVIDE MATLS & CONST IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED PER ASTM E 90 & CLASSIFIED PER ASTM E 413 BY AN INDEPENDENT TESTING AGENCY.2.2 INTERIOR GYPSUM BOARDA. GYPSUM BOARD, TYPE X: ASTM C 1396.

1. THICKNESS: 5/8”.2. LONG EDGES: TAPERED & FEATURED BEVELED FOR PREFILLING.

B. MOISTURE- & MOLD-RESISTANT GYPSUM BOARD: ASTM C 1396. W/MOISTURE- & MOLD-RESISTANT CORE & PAPER SURFACES.1. CORE: 5/8”, TYPE X.2. LONG EDGES: TAPERED.3. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10.

2.3 TRIM ACCESSORIESA. INTERIOR TRIM: ASTM C 1047.

1. MATL: GALV OR ALUM-COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER-FACED GALV STEEL SHEET.B. ALUM TRIM: ASTM B 221, ALLOY 6063-T5.2.4 JOINT TREATMENT MATLSA. GENERAL: COMPLY W/ASTM C 475.B. JOINT TAPE: INT GYPSUM BOARD: PAPER.C. JOINT COMPOUND FOR INT GYPSUM BOARD: FOR EACH COAT USE FORMULATION THAT IS COMPATIBLE W/OTHER COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS.2.5 AUXILIARY MATLSA. LAMINATING ADHESIVE: ADHESIVE OR JOINT COMPOUND REC FOR DIRECTLY ADHERING GYPSUM PANELS TO CONT SUBSTRATE.B. STEEL DRILL SCREWS: ASTM C 1002.2.6 TEXTURE FINISHESA. PRIMER: AS REC BY TEXTURED FNSH MFR.B. NON-AGGREGATE FNSH: PRE-MIXED, VINYL TEXTURE FNSH FOR SPRAY APPLICATION.

1. TEXTURE: ORANGE PEEL.PART 3 - EXECUTION3.1 APPLYING & FINISHING PANELSA. COMPLY W/ASTM C 840.B. INSTALL TRIM PER MFR'S WRTN INSTRUCTIONS.

1. CONTROL JOINTS: INSTALL CONTROL JOINTS PER ASTM C 840 & IN SPECIFIC LOCATIONS APPROVED FOR VISUAL EFFECT.C. PREFILL OPEN JOINTS, BEVELED EDGES, & DAMAGED SURFACE AREAS.D. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS.E. GYPSUM BOARD FNSH LEVELS: FNSH PANELS TO LEVELS INDICATED BELOW & PER ASTM C 840:

1. LEVEL 1: CEILING PLENUM AREAS, CONCEALED AREAS, & WHERE INDICATED.2. LEVEL 4: AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW.

F. TEXTURE FNSH APPLICATION: PREPARE & APPLY PRIMER TO GYPSUM PANELS & OTHER SURFACES RECEIVING TEXTURE FNSHES. MIX & APPLY FNSH USING POWERED SPRAY EQUIPMENT, TO PRODUCE A UNIFORM TEXTURE FREE OF STARVED SPOTS OR OTHER EVIDENCE OF THIN APPLICATION OR OF APPLICATION PATTERNS.END OF SECTION 092900

SECTION 096519 - RESILIENT TILE FLOORINGPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES VINYL COMPOSITION FLOOR TILE.1.2 SUBMITTALS: PRODUCT DATA, SAMPLES.1.3 QUALITY ASSURANCEA. FIRE-TEST-RESPONSE CHARACTERISTICS: ASTM E 648 OR NFPA 253 CRITICAL RADIANT FLUX CLASSIFICATION: CLASS I. NOT LESS THAN 0.45 W/SQ. CM.1.4 PROJECT CONDITIONSA. MAINTAIN AMBIENT TEMPERATURES WITHIN RANGE REC BY MFR IN SPACES TO RECEIVE FLOOR TILE UNTIL SUBSTANTIAL COMPLETIONPART 2 - PRODUCTS2.1 VINYL COMPOSITION FLOOR TILE A. PRODUCTS:

1. ARMSTRONG WORLD INDUSTRIES, INC.; IMPERIAL TEXTURE.2. MANNINGTON MILLS, INC.; ESSENTIALS & DESIGN ESSENTIALS.3. TARKETT, INC.; EXPRESSIONS

B. TILE STD: ASTM F 1066, CLASS 2, THROUGH-PATTERN TILE.C. WEARING SURFACE: SMOOTH.D. THICKNESS: 0.125 INCH.E. SIZE: 12” BY 12”.F. COLORS & PATTERNS: AS SELECTED FROM FULL RANGE OF INDUSTRY COLORS.2.2 INSTALLATION MATLSA. TROWELABLE LEVELING & PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC-CEMENT-BASED FORMULATION APPROVED BY MFR FOR APPLICATIONS INDICATED.B. ADHESIVES: WATER-RESISTANT TYPE REC BY MFR TO SUIT FLOOR TILE & SUBSTRATE CONDITIONS INDICATED.C. FLOOR POLISH: PROVIDE PROTECTIVE LIQUID FLOOR POLISH PRODUCTS AS REC BY MFR.PART 3 - EXECUTION3.1 PREPARATIONA. PREPARE SUBSTRATES PER MFR'S WRTN INSTRUCTIONS.B. CONC SUBSTRATES: PREPARE PER ASTM F 710.C. FILL CRACKS, HOLES, & DEPRESSIONS IN SUBSTRATES W/TROWELABLE LEVELING & PATCHING COMPOUND.D. SWEEP & VACUUM CLEAN SUBSTRATES TO BE COVERED BY RESILIENT PRODUCTS IMMEDIATELY BEFORE INSTL.3.2 FLOOR TILE INSTALLATIONA. COMPLY W/MFR'S WRTN INSTRUCTIONS FOR INSTALLING FLOOR TILE.END OF SECTION 096519

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

DWG. NO.

SCALE:

JOB NO. REV.

APPROVAL

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SECTION 099113 - EXTERIOR PAINTING & STAININGPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES SURFACE PREPARATION & THE APPLICATION OF PAINT SYSTEMS ON EXTERIOR SUBSTRATES. 1.2 SUBMITTALS: PRODUCT DATA, SAMPLES. PART 2 - PRODUCTS2.1 MANUFACTURERSA. MPI STDS: COMPLY W/MPI STDS INDICATED & THAT ARE LISTED IN ITS "MPI APPROVED PRODUCTS LIST."B. MATL COMPATIBILITY: PROVIDE MATLS FOR USE WITHIN EACH PAINT SYSTEM THAT ARE COMPATIBLE W/ONE ANOTHER & SUBSTRATES INDICATED, UNDER CONDITIONS OF SERVICE.2.2 PRIMERS/SEALERSA. PRIMER, ALKALI RESISTANT, WATER BASED: MPI #3.

1. PPG; PITTSBURGH PAINTS, INT./EXT. ALKALI RESISTANT LATEX PRIMER, 4-503. 2. PARKER PAINT; COMEX INDUSTRIAL COATINGS, FLEX LOX, C251.3. SHERWIN-WILLIAMS; LOXON, CONCRETE & MASONRY PRIMER, A24.

2.3 METAL PRIMERSA. PRIMER, ALKYD, ANTI-CORROSIVE FOR METAL: MPI #79.

1. BENJAMIN-MOORE; SUPER SPEC HP, ALKYD METAL PRIMER , P06/P23. 2. PPG; PITTSBURGH PAINTS, PORTER PAINTS, PORTER GUARD ALKYD METAL PRIMER – RED, PP272. 3. PARKER PAINT; COMEX INDUSTRIAL COATINGS, ULTRA TECH, C305.4. SHERWIN-WILLIAMS; PROTECTIVE & MARINE, KEM KROMIK UNIVERSAL PRIMER, B50WZ1.

B. PRIMER, GALVANIZED, WATER BASED: MPI #134.1. BENJAMIN-MOORE; SUPER SPEC HP, ACRYLIC METAL PRIMER, P04.2. PPG PITT-TECH PLUS INT./EXT. DTM INDUSTRIAL PRIMER 90-912.3. PARKER PAINT; COMEX INDUSTRIAL COATINGS, ULTRA TECH, C309.4. SHERWIN-WILLIAMS; INDUSTRIAL & MARINE, DTM ACRYLIC PRIMER/FNSH, B66W1.

2.4 WATER-BASED PAINTSA. LATEX, EXT LOW SHEEN (GLOSS LEVEL 3-4): MPI #15.

1. BENJAMIN-MOORE; BEN, ACRY-SHIELD, 100% ACRYLIC EXT LOW-LUSTRE FNSH, 542. 2. PPG; PITTSBURGH PAINTS, SUN-PROOF EXT. HOUSE & TRIM, 76 SERIES. 3. PARKER PAINT; OVER-ALL PLUS, 2250.4. SHERWIN-WILLIAMS; A-100, 100% ACRYLIC EXT. SATIN LATEX A08 SERIES.

B. LATEX, EXTERIOR SEMI-GLOSS (GLOSS LEVEL 5): MPI #11.1. BENJAMIN-MOORE; ULTRA SPEC EXT GLOSS FNSH N449.2. PPG; PITTSBURGH PAINTS, SUN-PROOF EXT. HOUSE & TRIM, SEMI-GLOSS LATEX, 78 SERIES. 3. PARKER PAINT; FLEX GLOW, NEW FLEX GLOW 300.4. SHERWIN-WILLIAMS; A-100, EXT. LATEX GLOSS, A08 SERIES.

C. LIGHT INDUSTRIAL COATING, EXT, WATER BASED, GLOSS (GLOSS LEVEL 6): MPI #164.1. BENJAMIN MOORE; ULTRA SPEC HP DTM 100% ACRYLIC GLOSS HP282. PPG; PITT-TECH PLUS INT./EXT. HIGH GLOSS DTM INDUSTRIAL ENAMEL 90-1310.3. PARKER PAINT; COMEX INDUSTRIAL COATINGS, DTM GLOSS ACRYLIC.4. SHERWIN-WILLIAMS; INDUSTRIAL & MARINE, SHER-CRYL HPA GLOSS, B66W311.

PART 3 - EXECUTION3.1 EXAMINATIONA. EXAMINE SUBSTRATES & CONDITIONS, W/APPLICATOR PRESENT, FOR COMPLIANCE W/REQ FOR MAX MOISTURE CONTENT & OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK.3.2 PREPARATIONA. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS.3.3 APPLICATIONA. APPLY PAINTS PER MFR'S WRTN INSTRUCTIONS & REC IN "MPI MANUAL."B. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES & COLOR BREAKS.3.4 CLEANING & PROTECTIONA. AT COMPLETION OF CONST ACTIVITIES OF OTHER TRADES, TOUCH UP & RESTORE DAMAGED OR DEFACED PAINTED SURFACES.3.5 EXTERIOR PAINTING SCHEDULEA. CONC SUBSTRATES, NONTRAFFIC SURFACES, LATEX SYSTEM:

1. PRIME COAT: PRIMER, ALKALI RESISTANT, WATER BASED, MPI #3.2. INTERMEDIATE COAT: MATCHING TOPCOAT.3. TOPCOAT: LATEX, EXT, LOW SHEEN (GLOSS LEVEL 3-4), MPI #15.

B. STEEL SUBSTRATES, WATER-BASED LIGHT INDUSTRIAL COATING SYSTEM:1. PRIME COAT: APPROVED SHOP PRIMER OR PRIME W/ALKYD, ANTI-CORROSIVE FOR METAL, MPI #79.2. INTERMEDIATE COAT: MATCHING TOPCOAT.3. TOPCOAT: LIGHT INDUSTRIAL COATING, EXT, WATER BASED, GLOSS (GLOSS LEVEL 6), MPI #164.

C. GALV-METAL SUBSTRATES WATER-BASED LIGHT INDUSTRIAL COATING SYSTEM:1. PRIME COAT: SHOP PRIMER SPECIFIED IN SECTION WHERE SUBSTRATE IS SPECIFIED OR PRIME W/ALKYD, ANTI-CORROSIVE FOR METAL, MPI #134.2. INTERMEDIATE COAT: MATCHING TOPCOAT.3. TOPCOAT: LIGHT INDUSTRIAL COATING, EXT, WATER BASED, GLOSS (GLOSS LEVEL 6), MPI #164.

D. WOOD SUBSTRATES: INCLUDING WOOD TRIM, ARCHITECTURAL WOODWORK, EXPOSED JOISTS, EXPOSED BEAMS, EXPOSED COLUMNS, EXPOSED TRUSSES: STAIN SYSTEM:1. PRIME, INTERMEDIATE, & TOP COAT: EXTERIOR GRADE SEMI-CLEAR SYNTHETIC RESIN STAIN, MATTE FINISH. COMPLYING EXAMPLE: DEFY EXTREME WOOD STAIN.

END OF SECTION 099113

SECTION 099123 - INTERIOR PAINTINGPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES SURFACE PREPARATION & THE APPLICATION OF PAINT SYSTEMS ON INT SUBSTRATES.1.2 SUBMITTALS: PRODUCT DATA, SAMPLES.PART 2 - PRODUCTS2.1 MANUFACTURERSA. MPI STDS: COMPLY W/MPI STDS INDICATED & THAT ARE LISTED IN ITS "MPI APPROVED PRODUCTS LIST."B. MATL COMPATIBILITY: PROVIDE MATLS FOR USE WITHIN EACH PAINT SYSTEM THAT ARE COMPATIBLE W/ONE ANOTHER & SUBSTRATES INDICATED, UNDER CONDITIONS OF SERVICE.2.2 PRIMERS/SEALERSA. PRIMER SEALER, INT, INSTITUTIONAL LOW ODOR/VOC: MPI #149.

1. BENJAMIN-MOORE; ULTRA SPEC 500 INT PRIMER N534.2. PPG; PURE PERFORMANCE, INT LATEX PRIMER 9-900. 3. PARKER PAINT; ENVIRO KOTE, PRIMER 1849.4. SHERWIN-WILLIAMS; PROMAR 200 ZERO, INT LATEX PRIMER, B28 SERIES.

B. PRIMER, LATEX, FOR INT WOOD: MPI #39.1. BENJAMIN-MOORE; SURE SEAL LATEX PRIMER SEALER 027.2. PPG; SEAL GRIP, INT/EXT STAIN BLOCKING PRIMER, 17-921. 3. PARKER PAINT; FLEX PRIME, 2333.4. SHERWIN-WILLIAMS; PREPRITE, MULTI-PURPOSE LATEX PRIMER B51 SERIES.

2.3 METAL PRIMERSA. PRIMER, RUST-INHIBITIVE, WATER BASED: MPI #107.

1. BENJAMIN-MOORE; SUPER SPEC HP, ACRYLIC METAL PRIMER, P04.2. PPG; PITT-TECH PLUS, INT/EXT DTM INDUSTRIAL PRIMER, 90-912.3. PARKER PAINT; LATEX METAL PRIME, 9195. 4. SHERWIN-WILLIAMS; PRO INDUSTRIAL, PRO-CRYL UNIVERSAL PRIMER B66 SERIES.

B. PRIMER, GALVANIZED, WATER BASED: MPI #134.1. BENJAMIN-MOORE; SUPER SPEC HP, ACRYLIC METAL PRIMER, P04.2. PPG; INT/EXT WB INDUSTRIAL PRIMER, 90-912.3. PARKER PAINT; LATEX METAL PRIME, 9195. 4. SHERWIN-WILLIAMS; PRO INDUSTRIAL, PRO-CRYL UNIVERSAL PRIMER B66 SERIES.

2.4 WATER-BASED PAINTSA. LATEX, INT, INSTITUTIONAL LOW ODOR/VOC, (GLOSS LEVEL 3): MPI #145.

1. BENJAMIN-MOORE; ULTRA SPEC 500 EGGSHELL N538.2. PPG; SPEEDHIDE ZERO INT ZERO-VOC LATEX EGGSHELL 6-43103. PARKER PAINT; ENVIRO KOTE, KLEAN AIR EGGSHELL 4350.4. SHERWIN-WILLIAMS; PROMAR 200 ZERO VOC, INT LATEX LOW SHEEN, B24 SERIES.

B. LATEX, INT, INSTITUTIONAL LOW ODOR/VOC, SEMI-GLOSS (GLOSS LEVEL 5): MPI #147.1. BENJAMIN-MOORE; ULTRA SPEC 500 SEMI-GLOSS N540 .2. PPG; PPG; SPEEDHIDE ZERO INT ZERO-VOC LATEX SEMI-GLOSS 90-9123. PARKER PAINT; ENVIRO KOTE, KLEAN AIR SEMI-GLOSS, 5950.4. SHERWIN-WILLIAMS; PRO INDUSTRIAL, ACRYLIC SEMI-GLOSS COATING, B66 SERIES.

2.5 FLOOR COATINGSA. SEALER, WATER BASED, FOR CONCRETE FLOORS: MPI #99.

1. PPG; PERMA-CRETE, PLEX-SEAL W.B. INT/EXT SEALER, 4-6200.2. PARKER PAINT; MONOCHEM, AQUASEAL, W20.3. SHERWIN-WILLIAMS; H&C, CONCRETE & MASONRY WATERPROOFING SEALER, 50.043054.

PART 3 - EXECUTION3.1 EXAMINATIONA. EXAMINE SUBSTRATES & CONDITIONS, W/APPLICATOR PRESENT, FOR COMPLIANCE W/REQ FOR MAX MOISTURE CONTENT & OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK.3.2 PREPARATIONA. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS.3.3 APPLICATIONA. APPLY PAINTS PER MFR'S WRTN INSTRUCTIONS & REC IN "MPI MANUAL."B. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES & COLOR BREAKS.3.4 CLEANING & PROTECTIONA. AT COMPLETION OF CONST ACTIVITIES OF OTHER TRADES, TOUCH UP & RESTORE DAMAGED OR DEFACED PAINTED SURFACES.

3.5 INTERIOR PAINTING SCHEDULEA. CONC SUBSTRATES, NONTRAFFIC SURFACES, INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:

1. PRIME COAT: PRIMER SEALER, INT, INSTITUTIONAL LOW ODOR/VOC, MPI #149.2. INTERMEDIATE COAT: MATCHING TOPCOAT.3. TOPCOAT: LATEX, INT, INSTITUTIONAL LOW ODOR/VOC, (GLOSS LEVEL 3), MPI #145.

B. CONC SUBSTRATES, TRAFFIC SURFACES, WATER-BASED CLEAR SEALER SYSTEM:1. FIRST COAT: SEALER, WATER BASED, FOR CONC FLOORS, MPI #99.2. TOPCOAT: SEALER, WATER BASED, FOR CONC FLOORS, MPI #99.

C. STEEL SUBSTRATES LATEX OVER SHOP PRIMER SYSTEM:a. PRIME COAT: APPROVED SHOP PRIMER.b. INTERMEDIATE COAT: LATEX, INT, MATCHING TOPCOAT.c. TOPCOAT: LATEX, INT, GLOSS, (GLOSS LEVEL 6, EXCEPT MIN GLOSS OF 65 UNITS AT 60 DEGREES), MPI #114.

D. STEEL SUBSTRATES INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:1. PRIME COAT: PRIMER, RUST-INHIBITIVE, WATER BASED MPI #107.2. TOPCOAT: LATEX, INT, INSTITUTIONAL LOW ODOR/VOC, SEMI-GLOSS (GLOSS LEVEL 5), MPI #147.

E. GALV-METAL SUBSTRATES, INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:1. PRIME COAT: PRIMER, GALV, WATER BASED, MPI #134.2. INTERMEDIATE COAT: MATCHING TOPCOAT.3. TOPCOAT: LATEX, INT, INSTITUTIONAL LOW ODOR/VOC, SEMI-GLOSS (GLOSS LEVEL 5), MPI #147.

F. WOOD SUBSTRATES: INSTITUTIONAL LOW-ODOR/VOC STAIN SYSTEM:1. PRIME COAT: PRIME, INTERMEDIATE, & TOP COAT: EXTERIOR GRADE SEMI-CLEAR SYNTHETIC RESIN STAIN, MATTE FINISH. COMPLYING EXAMPLE: DEFY EXTREME WOOD STAIN.GYPSUM BOARD SUBSTRATES, INSTITUTIONAL LOW-ODOR/VOC LATEX:2. PRIME COAT: PRIMER SEALER, INT, INSTITUTIONAL LOW ODOR/VOC, MPI #149.3. INTERMEDIATE COAT: MATCHING TOPCOAT.4. TOPCOAT: LATEX, INT, INSTITUTIONAL LOW ODOR/VOC, (GLOSS LEVEL 3), MPI #145.

END OF SECTION 099123

SECTION 093000 - TILINGPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES CERAMIC TILE & ACCESSORIES.1.2 SUBMITTALS: PRODUCT DATA, SAMPLES.PART 2 - PRODUCTS2.1 TILE PRODUCTSA. ANSI CERAMIC TILE STD: PROVIDE STD GRADE TILE THAT COMPLIES W/ANSI A137.1 FOR TYPES, COMPOSITIONS, & OTHER CHARACTERISTICS INDICATED.B. LATEX-PORTLAND CEMENT MORTAR (THIN SET): ANSI A118.4.

1. AVAILABLE MFRS:a. CUSTOM BUILDING PRODUCTS.b. LATICRETE INTERNATIONAL, INC.

2. FOR WALL APPLICATIONS, PROVIDE NONSAGGING MORTAR.2.2 GROUT MATLSA. EPOXY GROUT: ANSI A118.6.

1. AVAILABLE MFRS:a. CUSTOM BUILDING PRODUCTS.b. LATICRETE INTERNATIONAL, INC.

B. WATER-CLEANABLE EPOXY GROUT: ANSI A118.3.1. AVAILABLE MFRS:

a. CUSTOM BUILDING PRODUCTS.b. LATICRETE INTERNATIONAL, INC.

SECTION 102800 - TOILET ACCESSORIESPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES WASHROOM, CHILDCARE, UNDERLAVATORY GUARDS & CUSTODIAL ACCESSORIES.1.2 SUBMITTALS: PRODUCT DATA, PRODUCT SCHEDULE. PART 2 - PRODUCTS2.1 AVAILABLE MFRS:A. AMERICAN SPECIALTIES, INC.B. BOBRICK WASHROOM EQUIPMENT, INC.C. BRADLEY CORPORATION.2.2 WASHROOM ACCESSORIESA. TOILET TISSUE (ROLL) DISPENSER: BOBRICK; B-4288 CONTURA MULTI-ROLL.B. COMBINATION TOWEL (FOLDED) DISPENSER/WASTE RECEPTACLE: BOBRICK; B-43944 CONTURA SERIES.C. LIQUID-SOAP DISPENSER: BOBRICK; B-4112 CONTURA SERIESD. GRAB BAR: BOBRICK; B-6806 CONTURA SERIES.E. VENDOR: BOBRICK; B-43500 CONTURA SERIES.F. SANITARY-NAPKIN DISPOSAL UNIT: BOBRICK; B-270 CONTURA SERIES.G. SEAT-COVER DISPENSER: BOBRICK; B-4221.H. MIRROR UNIT: BOBRICK; B-290 SERIES2.3 CHILDCARE ACCESSORIESA. DIAPER-CHANGING STATION: KOALA KARE; KB110-SSRE.2.4 UNDERLAVATORY GUARDSA. UNDERLAVATORY GUARD: TRUEBRO; LAV GUARD 2.2.5 FABRICATIONA. KEYS: PROVIDE UNIVERSAL KEYS FOR INTERNAL ACCESS TO ACCESSORIES FOR SERVICING & RESUPPLYING. PROVIDE MIN OF SIX KEYS TO OWNER'S REPRESENTATIVE.PART 3 - EXECUTION3.1 INSTALLATIONA. INSTALL ACCESSORIES PER MNFRS' WRTN INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE & REC BY UNIT MFR. INSTALL UNITS LEVEL, PLUMB, & FIRMLY ANCHORED AT HEIGHTS INDICATED.B. GRAB BARS: INSTALL TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LBF, WHEN TESTED PER ASTM F 446.END OF SECTION 102800

SECTION 104416 - FIRE EXTINGUISHERSPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS.1.2 SUBMITTALS: PRODUCT DATA, WARRANTYA. WARRANTY: MFR'S STD FORM. TWO YEARS FROM SUBSTANTIAL COMPLETIONPART 2 - PRODUCTS2.1 PERFORMANCE REQUIREMENTSA. NFPA COMPLIANCE: FABRICATE & LABEL TO COMPLY W/NFPA 10, "PORTABLE FIRE EXTINGUISHERS."2.2 PORTABLE, HAND-CARRIED FIRE EXTINGUISHERSA. FIRE EXTINGUISHERS: TYPE, SIZE, & CAPACITY FOR LOCATION INDICATED.

1. AVAILABLE MFRS:a. JL INDUSTRIES, INC.b. LARSENS MANUFACTURING COMPANY.c. POTTER ROEMER LLC.

2. INSTRUCTION LABELS: INCLUDE PICTORIAL MARKING SYSTEM COMPLYING W/NFPA 10, APPENDIX B, & BAR CODING FOR DOCUMENTING FIRE-EXTINGUISHER LOCATION, INSPECTIONS, MAINTENANCE, & RECHARGING.B. MULTIPURPOSE DRY-CHEMICAL TYPE: UL-RATED 3A-40B:C NOMINAL CAPACITY, W/MONOAMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN ENAMELED CONTAINER.2.3 MOUNTING BRACKETS A. MOUNTING BRACKETS: GALV STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO WALL OR STRUCTURE, W RED BAKED-ENAMEL FNSH.PART 3 - EXECUTION3.1 INSTALLATIONA. EXAMINE FIRE EXTINGUISHERS FOR PROPER CHARGING & TAGGING. REMOVE & REPLACE DAMAGED, DEFECTIVE, OR UNDERCHARGED FIRE EXTINGUISHERS.B. INSTALL FIRE EXTINGUISHERS IN LOCATIONS INDICATED, 54” ABOVE FINISHED FLOOR TO TOP OF FIRE EXTINGUISHER.END OF SECTION 104416

SECTION 104413 - FIRE PROTECTION CABINETSPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES FIRE-PROTECTION CABINETS FOR PORTABLE FIRE EXTINGUISHERS.1.2 SUBMITTALS: PRODUCT DATA, SHOP DRAWINGS.PART 2 - PRODUCTS2.1 FIRE-PROTECTION CABINET A. CABINET TYPE: SUITABLE FOR FIRE EXTINGUISHER.

1. PRODUCTS:a. JL INDUSTRIES, INC.; COSMOPOLITIAN.b. LARSENS MANUFACTURING COMPANY; ARCHITECTURAL SERIES.c. POTTER ROEMER LLC; DANA.

B. CABINET CONST: NONRATED.C. CABINET MATL: COLD-ROLLED STEEL SHEET.D. SEMIRECESSED CABINET: ONE-PIECE COMBINATION TRIM & PERIMETER DOOR FRAME OVERLAPPING SURROUNDING WALL SURFACE W/EXPOSED TRIM FACE & WALL RETURN AT OUTER EDGE 2-1/2” BACKBEND DEPTH DEPTH.E. DOOR & CABINET TRIM MATL: ALUM SHEET.F. DOOR STYLE: VERTICAL DUO PANEL W/FRAME.G. DOOR GLAZING: TEMPERED FLOAT GLASS (CLEAR).H. DOOR HARDWARE: DOOR-OPERATING HARDWARE OF PROPER TYPE FOR CABINET TYPE, TRIM STYLE, & DOOR MATL & STYLE INDICATED.I. ACCESSORIES:

1. DOOR LOCK: CAM LOCK THAT ALLOWS DOOR TO BE OPENED DURING EMERGENCY BY PULLING SHARPLY ON DOOR HANDLE.2. IDENTIFICATION: "FIRE EXTINGUISHER” IN RED VETICAL LETTERING.

J. MATLS:1. COLD-ROLLED STEEL: ASTM A 1008, COMMERCIAL STEEL (CS), TYPE B.

a. FNSH: BAKED ENAMEL OR POWDER COAT.b. COLOR: WHITE

2. ALUM: ASTM B 221, 6063-T5 FOR ALUM SHEET. ASTM B 221 FOR EXTRUDED SHAPES.a. FNSH: CLEAR ANODIC.

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2.2 FABRICATIONA. FIRE-PROTECTION CABINETS: PROVIDE BOX (TUB) W/TRIM, FRAME, DOOR, & HARDWARE TO SUIT CABINET TYPE, TRIM STYLE, & DOOR STYLE INDICATED.PART 3 - EXECUTION3.1 INSTALLATIONA. PREPARE RECESSES FOR SEMIRECESSED FIRE-PROTECTION CABINETS.B. INSTALL FIRE-PROTECTION CABINETS IN LOCATIONS INDICATED & AT MOUNTING HEIGHTS OF 54” TO THE TOP OF THE CABINET. C. FIRE-PROTECTION CABINETS: FASTEN CABINETS TO STRUCTURE, SQUARE & PLUMB.D. ADJUST FIRE-PROTECTION CABINET DOORS TO OPERATE EASILY WITHOUT BINDING. VERIFY THAT INTEGRAL LOCKING DEVICES OPERATE PROPERLY.END OF SECTION 104413

SECTION 122113 - HORIZONTAL LOUVER BLINDSPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES HORIZ LOUVER BLINDS W/ALUM SLATS.1.2 SUBMITTALS: PRODUCT DATA, SAMPLES.PART 2 - PRODUCTS2.1 HORIZ LOUVER BLINDSA. MANUFACTURERS:

1. HUNTER DOUGLAS CONTRACT.2. LEVOLOR CONTRACT.3. SPRINGS WINDOW FASHIONS.

B. ALUM SLATS: WIDTH: 1”, THICKNESS NOT LESS THAN 0.006 INCH.C. HEADRAIL: CORD PULL MANUAL LIFT MECHANISM W/LIFT-CORD LOCK & LINKAGE ROD THAT ADJUSTS LADDERS W/A FULL TILT USING A CLEAR-PLASTIC WAND.D. BOTTOM RAIL: MATCHING SLATS.E. LADDERS: BRAIDED CORD.F. VALANCE: MFR'S STD.G. MOUNTING BRACKETS: W/SPACERS & SHIMS, INTERMEDIATE SUPPORT REQ FOR WEIGHT & SIZE OF BLIND.H. COLORS, TEXTURES, PATTERNS, & GLOSS: AS SELECTED FROM MFR'S FULL RANGE.2.2 HORIZ LOUVER BLIND FABRICATIONA. PRODUCT SAFETY STD: COMPLY W/WCMA A 100.1 INCLUDING REQ FOR CORDED, FLEXIBLE, LOOPED DEVICES.B. UNIT SIZES: FABRICATE UNITS IN SIZES TO FILL WINDOW & OTHER OPENINGS PART 3 - EXECUTION3.1 INSTALLATIONA. INSTALL HORIZ LOUVER BLINDS LEVEL & PLUMB, ALIGNED & CENTERED ON OPENINGS, & ALIGNED W/ADJACENT UNITS PER MFR'S WRTN INSTRUCTIONS.B. ADJUST HORIZ LOUVER BLINDS TO OPERATE FREE OF BINDING OR MALFUNCTION THROUGH FULL OPERATING RANGES.END OF SECTION 122113

SECTION 123623.13 - PLASTIC-LAMINATE-CLAD COUNTERTOPSPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES PLASTIC-LAMINATE COUNTERTOPS.1.2 SUBMITTALS: PRODUCT DATA, SAMPLES, SHOP DRAWINGS.PART 2 - PRODUCTS2.1 PLASTIC-LAMINATE COUNTERTOPSA. QUALITY STD: COMPLY W/THE "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES INDICATED FOR CONST, & INSTL.B. GRADE: PREMIUM.C. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADE HGS.

1. AVAILABLE MFRS:a. FORMICA CORPORATION.b. WILSONART INTERNATIONAL.

D. COLOR: AS SELECTED FROM MFR'S FULL RANGE.E. EDGE TREATMENT: SAME AS LAMINATE CLADDING ON HORIZ SURFACES.F. CORE MATL AT SINKS: EXT-GRADE PLYWOOD.G. CORE THICKNESS: 3/4".

1. BUILD UP COUNTERTOP THICKNESS TO 1-1/2” AT FRONT, BACK, & ENDS W/ADDITIONAL LAYERS OF CORE MATL LAMINATED TO TOP.2.2 ACCESSORIESA. GROMMETS 2” OD, MOLDED-PLASTIC GROMMETS & MATCHING PLASTIC CAPS W/SLOT FOR WIRE PASSAGE.

1. PRODUCT:" SG SERIES" BY DOUG MOCKETT & COMPANY, INC.2.3 FABRICATIONA. FABRICATE COUNTERTOPS TO DIMENSIONS, PROFILES, & DETAILS INDICATED. PROVIDE FRONT & END OVERHANG OF 1” OVER BASE CABINETS. PROVIDE AMPLE ALLOWANCE FOR SCRIBING, TRIMMING, & FITTING. PART 3 - EXECUTION3.1 PREPARATIONA. ASSEMBLE COUNTERTOPS & COMPLETE FABRICATION AT PROJECT SITE. B. FIELD JOINTING: SECURE FIELD JOINTS IN PLASTIC-LAMINATE COUNTERTOPS W/CONCEALED CLAMPING DEVICES.C. INSTALL COUNTERTOPS LEVEL, PLUMB, TRUE, & STRAIGHT TO A TOLERANCE OF 1/8” IN 8 FEET. SHIM AS REQ W/CONCEALED SHIMS. D. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS INTO UNDERSIDE OF COUNTERTOP.

1. SECURE BACKSPLASHES TO WALLS W/ADHESIVE.2. SEAL JUNCTURES OF TOPS, SPLASHES, & WALLS W/MILDEW-RESISTANT SILICONE SEALANT.

END OF SECTION 123623.13

SECTION 123216 - MANUFACTURED PLASTIC-LAMINATE-FACED CASEWORKPART 1 - GENERAL1.1 SUMMARY: SECTION INCLUDES PLASTIC-LAMINATE-FACED CABINETS OF STOCK DESIGN.1.2 SUBMITTALS: PRODUCT DATA, SAMPLES, SHOP DRAWINGS.1.3 WARRANTY: WARRANTY PERIOD: TWO YEARS FROM SUBSTANTIAL COMPLETION.PART 2 - PRODUCTS2.1 SOURCE LIMITATIONS: OBTAIN CABINETS FROM SINGLE MFR.2.2 CASEWORK, GENERALA. QUALITY STD: COMPLY W/THE AWI'S "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES, FINISHES, & INSTL.

1. GRADE: PREMIUM.2.3 CASEWORKA. DESIGN: FLUSH OVERLAY.B. EXPOSED MATERIALS:

1. PLASTIC LAMINATE: GRADE HGS OR VGS. 2. PROVIDE SPECIFIED EDGEBANDING ON ALL EXPOSED EDGES.

C. SEMIEXPOSED MATERIAL S:1. THERMOSET DECORATIVE PANELS: PROVIDE THERMOSET DECORATIVE PANELS FOR SEMIEXPOSED SURFACES PROVIDE PLASTIC LAMINATE OF SAME GRADE AS EXPOSED SURFACES FOR INT FACES OF DOORS & DRAWER FRONTS & OTHER LOCATIONS WHERE OPPOSITE SIDE OF COMPONENT IS EXPOSED.

2.4 MATERIALSA. SOFTWOOD PLYWOOD: DOC PS 1.B. MDF: ANSI A208.2, GRADE 130.C. HARDBOARD: ANSI A135.4, CLASS 1 TEMPERED.D. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE PER NEMA LD 3.

1. HYPERLINK "http://www.specagent.com/LookUp/?ulid=7083&mf=04&src=wd" MANUFACTURERS:a. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456838466&mf=04&src=wd" FORMICA CORPORATION.b. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456838469&mf=04&src=wd" WILSONART INTERNATIONAL.

E. EDGEBANDING FOR PLASTIC LAMINATE: RIGID PVC EXTRUSIONS, THROUGH COLOR W/SATIN FNSH, 3 MM THICK AT DOORS & DRAWER FRONTS, 1 MM THICK ELSEWHERE.F. THERMOSET DECORATIVE PANELS: MEDIUM-DENSITY FIBERBOARD FINISHED W/THERMALLY FUSED, MELAMINE-IMPREGNATED DECORATIVE PAPER & COMPLYING W/REQ OF NEMA LD 3, GRADE VGL, FOR TEST METHODS 3.3, 3.4, 3.6, 3.8, & 3.10.G. EDGEBANDING FOR THERMOSET DECORATIVE PANELS: PVC OR POLYESTER MATCHING THERMOSET DECORATIVE PANELS.2.5 COLORS & FINISHESA. PLASTIC-LAMINATE COLORS, PATTERNS, & FINISHES: AS SELECTED FROM MFR'S FULL RANGE.B. PVC EDGEBANDING COLOR: AS SELECTED FROM MFR'S FULL RANGE.2.6 CASEWORK HARDWARE & ACCESSORIESA. HARDWARE, GENERAL: PROVIDE SATIN-FNSH, COMMERCIAL-QUALITY, HEAVY-DUTY HARDWARE.B. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A156.9, TYPE B01602, 135 DEGREES OF OPENING. PROVIDE TWO HINGES FOR DOORS LESS THAN 48” HIGH, & PROVIDE THREE HINGES FOR DOORS MORE THAN 48” HIGH.C. PULLS: SOLID STAINLESS-STEEL WIRE PULLS, FASTENED FROM BACK W/TWO SCREWS. D. DOOR CATCHES: DUAL, SELF-ALIGNING, PERMANENT MAGNET CATCH. PROVIDE TWO CATCHES ON DOORS MORE THAN 48” HIGH.E. DRAWER SLIDES: BHMA A156.9, TYPE B05091.F. DRAWER & HINGED DOOR LOCKS: MORTISE TYPE, FIVE-PIN TUMBLER, BRASS W/CHROME-PLATED FNSH, & COMPLYING W/BHMA A156.11, GRADE 1.PART 3 - EXECUTION3.1 CASEWORK INSTALLATIONA. INSTALL CASEWORK LEVEL, PLUMB, & TRUE; SHIM AS REQ, USING CONCEALED SHIMS. WHERE CASEWORK ABUTS OTHER FINISHED WORK, APPLY FILLER STRIPS & SCRIBE FOR ACCURATE FIT, W/CONCEALED FASTENERS.B. FASTEN CABINETS TO ADJACENT CABINETS & TO FRAMING, WOOD BLOCKING, OR REINFORCEMENTS IN WALLS & PARTITIONS TO COMPLY W/THE AWI'S, ARCHITECTURAL WOODWORK STANDARDS."C. ADJUST CASEWORK & HARDWARE SO DOORS & DRAWERS OPERATE SMOOTHLY WITHOUT WARP OR BIND. END OF SECTION 123216

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

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SECTION 220000 – GENERAL MECHANICAL REQUIREMENTSPART 1 - GENERAL1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section.1.2 SUMMARY

A. Section includes general requirements for the building mechanical systems including heating, ventilation, air conditioning, and refrigeration (HVAC&R) systems and domestic plumbing systems.B. Scope: Provide all design, engineering, certified drawings, labor, equipment, materials, and services as required for a complete operating mechanical system in accordance with contract documents.

1.3 CODES AND PERMITSA. Design and install all mechanical work in accordance with the latest adopted editions of the International Building Code (IBC), International Mechanical Code (IMC), International Fuel Gas Code (IFGC), International Fire Code (IFC), Uniform Plumbing Code (UPC), the Washington State Energy Code (WSEC), Washington State Department of Health requirements, and all other state and local jurisdiction requirements. Requirements of applicable codes and regulations shall be considered as the minimum safety requirements and criteria in this specification which exceeds code requirements shall take precedence. B. Obtain and pay for all permits, licenses, fees, etc. required by governing agencies prior to commencement of work. Upon completion of work, obtain all necessary inspections, approvals, and written acceptance from the proper governing agencies having jurisdiction.

1.4 SUBMITTALSA. Review and approve all submittals prior to submitting them to the Contractor.B. Provide the following submittals for approval within fourteen (14) calendar days after contract award.

1. Proposed location and layout of plumbing fixtures and equipment, domestic water piping, HVAC equipment, ductwork, fuel gas piping, and other major mechanical components.2. List of proposed subcontractors and material manufacturers.3. Product data on all proposed equipment, material, fixtures, etc.4. Schedule of mechanical work on Project, including delivery dates of equipment and fixtures.

C. Provide the following submittals for approval within thirty (30) calendar days after contract award.1. Six (6) sets of 100% complete and certified mechanical design drawings. Drawings shall be generated using Revit 2018, AutoCAD 2018 or greater software. Drawings shall be stamped by a Registered Professional Engineer licensed in the State of Washington.2. Sequence of operation for all mechanical equipment, including required interlocks with equipment provided by other trades.3. Calculations of the final HVAC equipment sizes and airflow requirements, including but not limited to, a detailed load breakdown indicating total required capacity of each system, design conditions and assumptions, individual room supply and return airflow requirements, and system ventilation requirements.4. Calculations of the domestic water service requirements, including but not limited to, fixture unit count, available water pressure at site, meter size, calculation of residual fixture water pressure.

D. Action on submittals shall be as follows:1. APPROVED FOR DESIGN INTENT ONLY: Work may proceed, provided it complies with contract documents.2. MAKE CORRECTIONS NOTED, NO RESUBMISSION REQUIRED: Work may proceed, provided it complies with notations and corrections on submittals and with contract documents. 3. REVISE AND RESUBMIT FOR RECORD: Work may proceed, resubmit for record purposes.4. REVISE AND RESUBMIT FOR APPROVALL: Work may proceed, resubmit for final approval.5. NOT ACCEPTED: Do not proceed with work. Revise submittal in accordance with notations and resubmit without delay to obtain a different action marking. Submittal may contain unacceptable manufacture(s), product(s), or concept(s), in which case, resubmit appropriate product and information. Do not allow submittals marked NOT ACCEPTED (or unmarked submittals where marking is required) to be used in connection with performance of work.

1.5 COORDINATIONA. Coordinate the mechanical design and installation with work of all other trades. B. In case of conflict, Contractor shall decide the proper location or layout and any costs of revisions shall be at the expense of the Subcontractor responsible for the work.

1.6 COORDINATION WITH ELECTRICAL SUBCONTRACTORA. Mechanical Subcontractor Wiring Responsibilities:

1. Provide all wiring compatible with and in accordance with Division 26 requirements. Provide mechanical equipment rough-in information to the Electrical Subcontractor.2. In those applications where line voltage control devices are being utilized, furnish such line voltage control devices (e.g. thermostats) to the Electrical Contractor for installation.3. Low Voltage Control Work: Provide all low voltage control wiring and low voltage interlocks and connections. Provide all remote push buttons, control devices, relays, auxiliary contacts, etc., necessary for equipment control. This includes control wiring for all smoke/fire dampers, smoke dampers, smoke exhaust fans, intake dampers, duct smoke detectors and interlocking with fire alarm control unit auxiliary contacts.4. Furnish all starters and variable speed drives, matched with each motor whether or not such components are integral with their designated mechanical equipment, or shipped loose as part of the intended equipment package, whenever such equipment is being furnished by the Mechanical Subcontractor.

B. Electrical Subcontractor Wiring Responsibilities:1. The Electrical Subcontractor shall provide power wiring, disconnects and connections to each piece of mechanical equipment. The Electrical Subcontractor shall provide power wiring and the final connections to and from the variable speed drives.2. Where it is known certain mechanical equipment is to be furnished with integral or “shipped loose” disconnect switches, starters and/or variable speed drives, this Subcontractor shall coordinate the purchase and installation of those electrical devices with the Mechanical Subcontractor, to ensure they are compatible with the electrical distribution system being installed under Division 26.

1.7 EQUIPMENT SUPPORTA. Provide Contractor with locations, dimensions, and weights of equipment, including, but not limited to, air duct, air handling equipment, heat rejection equipment etc., to be supported by the floor or roof structural systems. The final location of equipment shall be subject to the approval of Contractor. Provide accessories necessary to hang or otherwise support equipment from the structure at locations and in a manner approved by the Contractor.

1.8 INSTALLATIONA. Cutting and Patching:

1. All holes of areas less than 150 square inches required through concrete floors, precast concrete, masonry, etc. shall be provided by the Mechanical Contractor, the location of such subject to the approval of the Contractor. All holes required for mechanical installation required to be larger than 150 square inches shall be provided by the Contractor at locations determined by the Subcontractor, with the approval of the Contractor.2. Any cutting and patching for holes where information on sizes and location is not provided to the Contractor in a timely manner shall be the responsibility of the Subcontractor.3. All cutting and patching shall be subject to the direction and approval of the Contractor. Subcontractor shall not endanger the stability of the structure by cutting, digging, etc., and shall not cut or alter the work of any other Subcontractor.

B. Protection of Work:1. Protect all material and equipment against weather elements, construction damage, dirt, dust, paint, etc. during construction.2. Installed items which are damaged or which become fouled during construction shall be cleaned, repaired or replaced at the direction of the Contractor.

C. Cleanup:1. Clean-up work areas daily. Clear away the jobsite all debris, surplus material etc. resulting from the work of this section, leaving the job and equipment in a clean condition. Thoroughly clean all pieces of mechanical equipment, ductwork, fixtures, etc., leaving the installation in a clean condition acceptable to the Contractor.

1.9 CONTRACT CLOSEOUTA. Operational Check:

1. An operational check of the entire system shall be made in the presence of the Engineer. All equipment and systems shall be checked at that time for proper operation and control and any deficiencies shall be corrected by the Subcontractor.B. Record Drawings:

1. Throughout the course of the job, each Subcontractor shall record all changes from the installation originally indicated on the design drawings. Upon completion of the Project, these changes shall be incorporated into the design drawings by, or under the direction of, the Engineer originally certifying the drawings, prior to receipt of final payment. One (1) set of reproducible record drawings and four (4) sets of full-sized paper copies shall be submitted to the Contractor for review and distribution. In addition to the reproducible drawings, provide an electronic copy on disk (CD or DVD).

C. Operation and Maintenance Manuals: 1. At the completion of all work, furnish four (4) complete manuals describing the construction, guarantees, operation, control and maintenance of each major piece of equipment installed under this contract. Equipment data sheets are to be marked to indicate model numbers, options, operating points, etc., with all non-essential data to be marked non-applicable. Provide a list of names and addresses of the nearest supply houses carrying spare parts for all equipment. Provide a schedule of recommended preventative maintenance and a written description of the system operation and procedures. Submit this material to the Contractor for review and forwarding to the Owner, prior to providing oral instruction to the Owner. Final payment to the Subcontractor will not be released until the manuals have been submitted to the Contractor.

D. Operational Instruction: 1. Instruct Owner in the proper operation and maintenance of all systems and equipment and explain all warranties, all in the presence of the Engineer.

E. Certification of Substantial Completion: 1. Upon Completion of the work, the Engineer shall issue a certificate of substantial completion on a form satisfactory to the Contractor.

1.10 WARRANTYA. Provide a warranty, for all installed material and equipment, to guarantee against defects in workmanship and material for a period of 12 months after final acceptance of work by the Owner and promptly repair or replace any materials or equipment developing such defects within that time.B. The Owner reserves the right to make temporary repairs, as necessary, to keep equipment in operating condition and be reimbursed for expenditures without voiding the responsibilities of the Subcontractor during the guarantee period.C. Provide instructions on new equipment for 12 months after date of final acceptance of the work by the Owner.

PART 2 - BASIC MATERIALS AND METHODS2.1 GENERAL PROVISIONS

A. All materials shall be new, of good quality, and made by approved manufacturers. Material shall conform to all applicable codes and regulations.2.2 HANGERS AND SUPPORTS

A. Provide factory and field fabricated hangers and supports, as required, for all mechanical piping and equipment to completely support equipment, allow for necessary pipe and other component movement, prevent excessive component movement, and to relieveeffects of thermal expansion and contraction.B. Use support materials which are compatible with the material of the items which they are supporting. Insulation pads or other dielectric separations shall be provided to separate dissimilar metals and as needed to prevent scratching or damage to pipe from support devices.C. Attach hangers and supports to building structure as recommended by support manufacturer and as allowed by code. Do not attach hangers or supports in any way which may compromise structural integrity of the item being attached to.D. Install piping and equipment supports such that they do not significantly deform or damage applied insulation.

2.3 VIBRATION AND SEISMIC CONTROLSA. Provide vibration isolation mounts, hangers, inertia bases, and other accessories, as required, to absorb or minimize vibration as appropriate to each piece of equipment. Spring type isolators shall have adjustable vertical limit stops.B. Seismic control and restraint devices shall be installed as required by the IBC, ASCE 7, and local code requirements. Base seismic design on the IBC seismic zone class as determined by the Structural Engineer.

2.4 IDENTIFICATIONA. Provide permanent labels clearly identifying major mechanical equipment including air handling equipment, refrigeration equipment, fans, water heaters, pumps, etc. Where equipment is concealed above an accessible ceiling or behind an access panel, label shall also be installed on panel or on ceiling in an unobtrusive, but visible, location near the equipment.B. Provide colored piping identification labels with lettering indicating piping service, and showing flow direction. Install according to requirements in ASME A13.1-2015.C. Provide brass valve tags at each concealed valve, with identifying number and abbreviation indicating service. Provide copy of as-built building plumbing drawings with valve tag identification information added, and a typewritten list, framed and installed in an appropriate location, with a list of valve tags, location, service, and whether valve is to be normally open or closed.

2.5 PIPING INSULATIONA. Install preformed mineral-fiber pipe insulation with factory installed ASJ outer jacket as required by code on domestic hot water and domestic cold water piping. Install insulated PVC elbows at changes of pipe direction, and seal all insulation joints for a neat finished appearance.B. Install removable insulation devices at all valves in insulated sections of piping.C. Install insulated supply and drain line covers for all plumbing fixtures with exposed piping subject to the Americans with Disabilities Act (ADA) guidelines and requirements.D. Install flexible elastomeric insulation on split system refrigerant lines as recommended by the equipment manufacturer and per code.E. Pre-insulated refrigerant line sets may be used in lieu of field-installed insulation.F. Install stucco-embossed aluminum jacketing for exterior exposed refrigerant piping.

2.6 DUCT INSULATIONA. Install mineral-fiber duct wrap or board insulation with foil-skrim-kraft outer jacket on ductwork as required by code and in this section.B. All supply air ductwork shall be insulated. Exhaust air and outside air intake ductwork shall be insulated from the point that it exits the building, to the shutoff damper or fan unit that it is connected to.C. Rectangular duct with internal liner may have external insulation wrap omitted if the liner provides code-required insulation values.D. Flexible ductwork which has insulation installed complying with energy code shall not have additional insulation installed.E. Install stucco-embossed aluminum jacketing around insulation on ductwork which is outside the building.

2.7 SLEEVES, SEALS, AND ESCUTCHEONSA. Install piping sleeves, seals, and escutcheons where piping passes through walls, floors, or ceilings.B. Piping passing through exterior walls shall have a sleeve and seal system installed to prevent water and material intrusion into the building.C. Piping passing through interior partitions shall be sleeved through the wall.D. Piping penetrating floors shall have sleeves installed with top of sleeve ending no lower than 2 inches above the finished floor level.E. Install escutcheons in finished areas to cover piping sleeves and seal systems to provide a neat finished appearance. Select sizes to allow for full pipe circumference including installed insulation.

2.8 VALVESA. Install shutoff and throttling duty valves in water and fuel gas piping, as required, to provide adequate serviceability of system components and required adjustments.B. Install check valves as required to maintain flow direction.C. Two-piece, full port ball valves shall be used for shutoff duty and globe valves shall be used for throttling duty. All valves shall be bronze with brass trim. Swing check valves shall be bronze with bronze disc.D. Install valves in accessible locations. Install valve tags as required in the Identification section.E. Valves used for fuel gas piping service shall be properly rated by manufacturer for such service.

2.9 METERS AND GAUGESA. Install direct-mounted, dial type pressure gauge at water service entrance in building, and upstream and downstream of all water pressure-regulating devices.B. Install liquid-in-glass type thermometer at inlet and outlet of water heater.C. Domestic water meter shall be installed per water utility requirements.

2.10 DOMESTIC WATER PIPINGA. Domestic water piping shall be Type L hard copper tube with wrought-copper solder joint fittings. Install according to plumbing code and the CDA’s “Copper Tube Handbook”.B. Install domestic water piping without pitch and plumb.C. Install shutoff valve, hose-end drain valve, strainer, pressure gauge, and test tee with valve inside the building at the domestic water service entrance.D. Install a backflow prevention device on building water service if required by water utility. Locate device indoors or outdoors in protective enclosure as required by utility. Coordinate with the Electrical Subcontractor to provide power for freeze protection to devices installed outdoors.E. Install pressure regulation devices at appropriate locations in piping if required.F. Provide domestic water booster pump system if utility water pressure is not adequate to maintain required residual pressure at plumbing fixtures.G. Clean and disinfect potable water piping according to AWWA C651, AWWA C652, or other methods accepted by the Authority Having Jurisdiction (AHJ).

2.11 SANITARY WASTE AND VENT PIPINGA. Sanitary waste piping shall be hubless cast-iron soil pipe. Install pipe, couplings, and accessories according to CISPI guidelines and plumbing code requirements.B. Vent piping shall be solid-wall ABS pipe.C. Install waste and vent piping at minimum slopes identified in the plumbing code.D. Install backwater valve in sanitary sewer line serving building if required by AHJ.E. Install plaster traps or other material separators at appropriate locations and as required by AHJ.

2.12 HYDRONIC PIPINGA. Condensate drain lines: Type M copper tube with wrought-copper solder joint fittings.B. Exception: PVC condensate drain pipe with solvent socket connections shall be used for condensate drain from condensing fuel-fired appliances.

2.13 REFRIGERANT PIPINGA. This section applies to field installed refrigerant line for split system HVAC equipment only. This section does not apply to factory installed refrigerant piping within packaged equipment.B. Soft-drawn type ACR copper tube may be used in concealed locations. Hard-drawn type ACR copper tube shall be used where exposed.C. Install refrigerant piping with runs parallel or perpendicular to building lines. Install according to connected equipment manufacturer’s requirements.D. Install moisture/liquid indicators or sight glasses and liquid line filter-driers in liquid line at outdoor condensing unit.E. Vacuum and pressure test all refrigerant piping before charging system with refrigerant.

2.14 FACILITY NATURAL GAS PIPINGA. Natural gas piping shall be Schedule 40 black steel suitable for fuel gas service. Fittings shall be threaded or welded.B. Install and test piping per the International Fuel Gas Code.C. Flexible appliance connectors shall be corrugated stainless steel.D. Install dirt leg at each appliance connection.E. Pressure regulating devices installed within the building shall be vented to the exterior.F. Install gas shutoff valve at gas meter per utility requirements.G. Provide earthquake valves if required by the AHJ.

2.15 DUCTWORKA. Fabricate ductwork in accordance with SMACNA’s “HVAC Duct Construction Standards – Metal and Flexible” based on static-pressure class.B. Construct and seal ductwork to prevent air leakage according to code requirements based on service and static-pressure class.C. Rectangular and round metal ductwork shall be galvanized sheet steel, shop or field fabricated.D. Route ductwork as required by job conditions. All ductwork shall be concealed in the building construction wherever possible except for unfinished service areas. Run exposed ducts parallel to, or perpendicular to the lines of the building. Install ducts with a clearance of 1 inch, plus allowance for insulation thickness.E. Install ductwork with fewest possible joints, and in maximum practical lengths.F. Install turning vanes in all 90-degree rectangular elbows and tees.G. Install ductwork with flexible connections at air handling equipment or other items which may transmit vibration to the connected ductwork and to allow for expansion and contraction.H. Flexible ductwork shall only be used for final connections to diffusers, registers, and grilles. Extended length of flexible duct shall not exceed 8 feet.I. Install flexible ductwork using nylon or gear-type draw bands and sheet metal screws. Do not use duct tape as primary means of securing flexible duct to rigid duct. Duct tape may be used to seal outer jacketing for finish.J. Protect ductwork during construction from intrusion of moisture, dirt, or other contaminants. Remove contamination prior to testing, adjusting, and balancing.

2.16 DUCT ACCESSORIESA. Install manual volume dampers at all branch ducts which are connected to diffusers, registers, and grilles where they branch from main ductwork. Locate manual dampers in accessible locations above removable ceilings. Provide access panels or other adjusting means if damper is not directly accessible.B. Install backdraft dampers as required to prevent undesired airflow direction.C. Install fire dampers and fire-smoke dampers as required by code and authority having jurisdiction. For dampers which are required to be connected to the building fire alarm system, coordinate with Electrical Subcontractor for connection requirements and accessories prior to installation.D. Install duct access doors in sizes and locations required to allow for inspection of ductwork and duct mounted accessories and to allow for cleaning of duct components, including, but not limited to, control dampers, fire and fire-smoke dampers, humidifier components, and turning vanes.

2.17 DIFFUSERS, REGISTERS, AND GRILLESA. Select air inlets and outlet types and sizes based on required noise criteria, pressure drop, face velocity, and to ensure proper air distribution in the space.B. Locate air inlets and outlets to provide proper air distribution in the space and to provide an aesthetically pleasing appearance.C. Install air terminals in lay-in panels for suspended acoustic tile ceilings, and with a flanged frame for hard-lid ceilings.D. Paint ductwork which is visible through air outlet and inlet devices with flat black paint.E. Where branch duct connected to air terminal is not equipped with an accessible manual volume damper, install an integral damper in the air terminal unit.

2.18 TESTING, ADJUSTING, AND BALANCINGA. Provide all testing, adjusting, and balancing (TAB) labor, instrumentation, and certified TAB reports per the general accepted practices of the TAB firm’s certifying organization. Engage a firm which is certified by the Associated Air Balance Council (AABC), the National Environmental Balancing Bureau (NEBB), or the Testing and Balancing Bureau (TABB).B. TAB firm shall be engaged directly by the Owner or General Contractor.

PART 3 - HVAC EQUIPMENT3.1 AIR HANDLING EQUIPMENT

A. Primary air handling equipment shall be constant volume, packaged rooftop units with direct-expansion cooling and fuel-fired heating. All equipment shall comply with code-required minimum efficiencies, construction, and control requirements.B. IT room shall be provided with a ductless split system. Provide a wall mounted indoor unit with a remote thermostat. Route condensate to local floor drain or mop sink.C. Install equipment in suitable locations to allow for maintenance access and future equipment replacement.D. Install appropriate interlocks and control connections to multiple units which are part of the same HVAC system.E. Install split system condensing units and heat pumps outdoors on a concrete pad or on the roof.

3.2 EXHAUST FANSA. Install exhaust fans, as required, to remove undesirable particulates, odors, and fumes from applicable spaces, such as restrooms, janitor closets, and lab spaces. Select fans based on installation location, noise criteria, and airflow rate required.B. Install backdraft or motorized shutoff dampers at exhaust fan outlet or inlet, as required by code.

3.3 LOUVERS AND VENTSA. Provide louvers and vents where ducts penetrate and terminate at the exterior of the building.B. Installed louvers shall be designed to resist the intrusion of moisture from rain or other sources into the duct system at all ranges of airflow velocity which may occur during normal system operation.C. Size louvers and vents based on required face velocity, pressure drop, airflow, and water intrusion properties. Size arrays of louvers to produce an aesthetically pleasing appearance.D. Select louvers with coatings appropriate for service and select colors which match surrounding building finishes. Coordinate color selections with the Architect.E. Coordinate with the Contractor for framing of building openings where louvers and vents are to be installed.F. Install bird screens in all louvers and vents to prevent bird and rodent intrusion and nesting.G. For louvers which are equipped with a factory applied primer finish, coordinate for painting of the louvers to match surrounding finishes.

3.4 AIR FILTRATIONA. Primary air handling equipment shall be equipped with disposable pleated type filters with a Mean Efficiency Reporting Value (MERV) rating of at least 8 when tested according to ASRHAE 52.2.B. Install filter support frames as close to return connection of air handling equipment as possible. Install to allow for easy access and filter replacement.C. Air handling equipment serving specialized process areas, such as procedure rooms, shall be equipped with High Efficiency Particulate Arrestance (HEPA) filtration components on the supply air stream. A pleated MERV 13 filter as described above shall be installed on the return side of the air handling equipment. D. Install duct mounted booster fans and controls for all HEPA filtration devices. Fans shall be equipped with variable speed drives and shall be capable of maintaining a constant duct static pressure downstream of the HEPA filter bank. Install appropriate interlocks to shut down booster fan system when main HVAC system is not operating. Install magnehelic gauge in the finished space, in a visible location near the HEPA filter unit to monitor cleanliness of filter bank.E. Do not operate HVAC equipment until filters (temporary or permanent) are in place.F. Install clean filters before testing, adjusting, and balancing.

3.5 HVAC INSTRUMENTATION AND CONTROLSA. Primary air handling equipment shall be controlled by standalone 7-day programmable thermostats.B. Line voltage or low voltage standalone non-programmable thermostats may be used for control of HVAC equipment which is not used for primary comfort conditioning, such as unit heaters, baseboard heaters, and exhaust fans, in unfinished service areas.C. General exhaust fans shall be equipped with local switches, time clocks, or other means to control operating hours. Fans shall not operate continuously unless required by code or otherwise deemed necessary by the Engineer.D. If installed, hot water recirculation pump shall be equipped with a time clock or other means to control operation hours.

PART 4 - PLUMBING EQUIPMENT4.1 PLUMBING FIXTURES

A. Provide and install plumbing fixtures as required by the Architect and as specified in this section. Select fixtures that will accomplish the function intended and provide convenience to the occupants.B. Water Closets:

1. Wall mounted, vitreous china, with manually-operated flushometer valve. Install heavy-duty plastic toilet seat-less cover, with self-sustaining check hinge, and antimicrobial agent impregnated in seat material. Install fixture at height required by ADA.

C. Lavatories: 1. Counter mounted vitreous china. Install single lever type faucet with grid type drain.

D. Break Room Sink: 1. Counter mounted, stainless steel (18 gauge minimum thickness), single bowl. Coordinate dimensions with countertop. 10 inches deep. Install single handle kitchen sink faucet with hand sprayer (side mounted or integral to faucet spout).

E. Janitor’s Sink: 1. Floor mounted, terrazo, corner installation. Nominal dimensions 24 inches by 24 inches by 12 inches deep. Install wall-mounted faucet with vacuum breaker and threaded hose connection. Provide wall mounted mop hanger and 20 GA stainless steel splash panels.

F. Wall Hydrants: 1. Install a minimum of one (1) non-freeze wall hydrant on each building face. Unit shall have a rectangular or round box enclosure with loose key operator and a tamper-resistant anti-siphon vacuum breaker on the hose connection.

G. Floor Drains: 1. Provide floor drains in restrooms and other areas where water may accumulate on the floor during normal building operation. Drains shall be cast-iron body with removable nickel bronze strainer (with vandal-resistant screws). Install trap seal primers in concealed wall boxes near floor drains which they serve.

4.2 WATER HEATERSA. Provide an electric or fuel-fired storage water heater of adequate storage capacity and recovery rate to service the hot water needs of the building. Install water heaters according to plumbing code requirements.B. Install a hot water recirculation pump and loop configuration if required by hot water piping system design. Loop and pump shall maintain a minimum recirculating flow in the hot water loop during occupied hours to provide prompt availability of hot water at all fixtures.

END OF SECTION 220000

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

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SECTION 260000 – GENERAL ELECTRICAL REQUIREMENTSPART 1 - GENERAL1.1 SUMMARYA. The provisions of The General Conditions of Subcontract apply to all work in this section.B. Scope: Provide all design, engineering, certified drawings, NREC forms, labor, equipment, materials, and services as required by the local plan reviewers, inspectors, and Authorities Having Jurisdiction aka “AHJ’s” for a complete operating electrical system in accordance with contract documents. Electrical systems include:1. Electrical utility power, distribution, and branch circuit devices2. Internet, telephone, and data systems3. Emergency power/lightings systems4. Exit lights5. Fire alarm/detection (where required)6. Lightning protection (where required)7. Other electrical work required by governing codes.1.2 CODES AND PERMITSA. Design and install all electrical work in accordance with the latest regulations of the National Electrical Code (NEC), the Washington Administrative Code (WAC), the Washington State Energy Code (WSEC), and all other applicable codes, laws, regulations, and local code enforcement officials. Requirements of the applicable codes and regulations shall be considered as the minimum, safety requirements and criteria in this specification which exceed code requirements shall take precedence. B. Obtain and pay for all permits, licenses, fees, etc. required by governing agencies prior to commencement of work. Upon completion of work, obtain all necessary inspections, approvals, and written acceptance from the proper governing agencies having jurisdiction. 1.3 SUBMITTALSA. Provide the following submittals for approval within fourteen (14) calendar days after contract award.1. Power riser diagrams.2. Proposed location and layout of switchgear, panelboards, and transformers.3. List of proposed subcontractors and material manufacturers.4. Brochures and data on all proposed equipment, fixtures, etc.5. Schedule of electrical work on Project, including delivery dates of equipment and fixtures.B. Provide the following submittals for approval within thirty (30) calendar days after contract award.1. Six (6) sets of 100% complete and certified electrical design drawings. Drawings shall be PC generated using AutoCAD release 14 or greater software.2. Six (6) sets of shop drawings of all equipment including, but not limited to, switchgear, panel boards, light fixtures, dry type transformers, switches, circuit breakers, buss duct, wiring, conduit, cable trays, outlets, devices, light poles, etc.3. Calculations of the final service size and power distribution, including but not limited to, a detailed load breakdown (panel schedules) indicating total connected loads and demand factors and a short circuit analysis of the distribution system. C. Action on submittals shall be as follows:1. NO EXCEPTION TAKEN: Work may proceed, provided it complies with contract documents.2. APPROVED W/ EXCEPTION: Work may proceed, provided it complies with notations and corrections on submittals and with contract documents. 3. REVISE AND RESUBMIT FOR RECORD: Work may proceed, resubmit for record purposes.4. REVISE AND RESUBMIT: Work may proceed, resubmit for final approval.5. REJECTED: Do not proceed with work. Revise submittal in accordance with notations and resubmit without delay to obtain a different action marking. Submittal may contain unacceptable manufacture(s), product(s), or concept(s), in which case, resubmit appropriate product and information. Do not allow submittals marked NOT ACCEPTED (or unmarked submittals where marking is required) to be used in connection with performance of work. 1.4 COORDINATIONA. Coordinate the electrical design and installation with work of all other trades. B. In case of conflict, Contractor shall decide the proper location or layout and any costs of revisions shall be at the expense of the Subcontractor responsible for the work.1.5 COORDINATION WITH MECHANICAL SUBCONTRACTORA. Mechanical Subcontractor Wiring Responsibilities:

1. Any wiring provided by the Mechanical Subcontractor shall be compatible with and in accordance with Division 22 requirements. Provide mechanical equipment rough-in information to the Electrical Subcontractor.2. In those applications where line voltage control devices are being utilized, furnish such line voltage control devices (e.g. thermostats) to the Electrical Subcontractor for installation.3. Low Voltage Control Work: Provide all low voltage control wiring and low voltage interlocks and connections. Provide all remote push buttons, control devices, relays, auxiliary contacts, etc., necessary for equipment control. This includes control wiring for all smoke/fire dampers, smoke dampers, smoke exhaust fans, intake dampers, duct smoke detectors and interlocking with fire alarm control unit auxiliary contacts.4. Furnish all starters and variable speed drives, matched with each motor whether or not such components are integral with their designated mechanical equipment, or shipped loose as part of the intended equipment package, whenever such equipment is being furnished by the Mechanical Subcontractor.

B. Electrical Subcontractor Wiring Responsibilities:1. The Electrical Subcontractor shall provide power wiring, disconnects and connections to each piece of mechanical equipment. The Electrical Subcontractor shall provide power wiring and the final connections to and from starters and variable speed drives, provided by Mechanical Subcontractor.2. Where it is known that certain mechanical equipment is to be furnished with integral or “shipped loose” disconnect switches, starters and/or variable speed drives, this Subcontractor shall coordinate purchase and installation of those electrical devices with the Mechanical Subcontractor, to ensure that they are compatible with the electrical distribution system being installed under Division 22.

1.6 TEMPORARY SERVICESA. Provide temporary power services as directed by the Contractor to include terminations and hook-ups of Contractor provided spider boxes and any temporary lighting. Temporary services may utilize existing services to the space. B. Energy consumption costs associated with the temporary power system will be paid by the Contractor.C. Pay all charges to the utility company for electrical temporary service.1.7 EQUIPMENT SUPPORTA. Provide Contractor with locations, dimensions, and weights of equipment, including, but not limited to buss duct, communications raceways, conduits 3” diameter or larger, panels, transformers, etc., to be supported by the floor or roof structural systems. The final location of equipment shall be subject to the approval of Contractor. Provide accessories necessary to hang equipment from the structure at locations and in a manner approved by the Contractor.1.8 INSTALLATIONA. Cutting and Patching:1. All holes of area less than 150 square inches required through concrete floors, precast concrete, masonry, etc. shall be provided by the Electrical Subcontractor, the location of such subject to the approval of the Contractor. All holes required for electrical installation required to be larger than 150 square inches shall be provided by the Contractor at locations determined by the Electrical Subcontractor, with the approval of the Contractor.2. Any cutting and patching for holes where information on sizes and location is not provided to the Contractor in a timely manner shall be the responsibility of the Electrical Subcontractor.3. All cutting and patching shall be subject to the direction and approval of the Contractor. Electrical Subcontractor shall not endanger the stability of the structure by cutting, digging, etc., and shall not cut or alter the work of any other Subcontractor.B. Protection of Work:1. Protect all electrical material and equipment against weather elements, construction damage, dirt, dust, paint, etc.C. Cleanup:1. Clean up work areas daily and clear away from the jobsite all debris, surplus material etc. resulting from the work of this section, leaving the job and equipment in a clean condition. Thoroughly clean all pieces of electrical switchgear, panels, light fixtures, etc., leaving the installation in a first class condition acceptable to the Contractor. 1.9 CONTRACT CLOSEOUTA. Operational Check: 1. An operational check of the entire system shall be made in the presence of the Engineer. All equipment and systems shall be checked at that time for proper operation and control, and any deficiencies shall be corrected by the Electrical Subcontractor.B. Record Drawings: 1. Throughout the course of the job, each subcontractor shall record all changes from the installation originally indicated on the design drawings. Upon completion of the Project, these changes shall be incorporated into the design drawings by, or under the direction of, the Engineer originally certifying the drawings. Prior to receipt of final payment, one (1) set of reproducible record drawings and four (4) sets of full sized paper copies shall be submitted to the Contractor for review and distribution. In addition to the reproducible drawings provide an electronic copy on disk (USB, CD, or DVD) in both 2013 AutoCAD and Full Size PDF formats.C. Operation and Maintenance Manuals: 1. At the completion of all work, furnish four (4) complete manuals describing the construction, guarantees, operation, control and maintenance of each major piece of equipment or system installed under this Contract. In addition to the paper manuals, provide an electronic copy on disk (USB, CD, or DVD) in PDF format. Equipment data sheets are to be marked to indicate model numbers, options, operating points, etc., with all non-essential data to be marked non-applicable. Provide a list of names and addresses of the nearest supply houses carrying spare parts for all equipment. Provide a schedule of recommended preventative maintenance and a written description of the system operation and procedures. Submit this material to the Contractor for review and forwarding to the Owner, prior to providing oral instruction to Owner. Final payment to the Electrical Subcontractor will not be released until the manuals have been submitted to the Contractor and the Owner has been properly trained on the operation of each major piece of equipment or system installed under this Contract.D. Operational Instruction: 1. Instruct the Owner in the proper operation and maintenance of all systems and equipment and explain all warranties, all in the presence of the Engineer. E. Certification of Substantial Completion: Upon Completion of the work the Engineer shall issue a certificate of substantial completion on a form satisfactory to the Contractor.1.10 WARRANTYA. Provide a warranty, for all installed material and equipment, to guarantee against defects in workmanship and material for a period of 12 months after final acceptance of work by the Owner and promptly repair or replace any materials or equipment developing such defects within that time.B. The Owner reserves the right to make temporary repairs, as necessary, to keep equipment in operating condition and be reimbursed for expenditures without voiding the responsibilities of the Subcontractor during the guarantee period.C. Provide instructions to the Owner on new systems and equipment for 12 months after the date of final acceptance of the work. PART 2 – PRODUCTS, BASIC MATERIALS AND METHODS 2.1 GENERAL PROVISIONSA. All components, devices, materials, and equipment furnished or provided under this section shall be new and original, manufactured within the last two (2) years. Equipment shall be listed and labeled per NEC 90.7 and 110.3 to UL or equivalent for its intended purpose, suitable for its use, and shall comply with specifications, drawings, and general conditions. Equipment shall be installed per manufacturer’s written instruction, operate per design intent, be undamaged, and have manufacturer’s full warranty in effect at the date of final acceptance of work.2.2 CONDUITA. Install all building wiring in rigid steel conduit, rigid aluminum conduit, EMT, IMC, or other as required by code. Rigid PVC (schedule 40) conduit and sweeps may be used in concrete. Rigid PVC (schedule 80 under parking lots / roadways and schedule 40 elsewhere) with RGS or Fiberglass sweeps may be used for direct burial applications. PVC used in concrete shall have RGS conduit entering/exiting concrete.B. Route conduits as required by job conditions. All conduits shall be concealed in the building construction wherever possible. Run exposed conduits parallel to, or perpendicular to the lines of the building.C. Provide pull boxes, sized in compliance with code requirements, where necessary for pulling wires. Locate pull boxes so as to be accessible after the building is finished, but not in finished spaces without written approval of the Contractor. Provide access panels of the type and location approved by the Contractor, as required by code for access to pull boxes.D. Where conduit runs terminate at a motor, transformer, or other rotating or vibrating equipment, furnish and install a short piece of flexible conduit, listed for immediate environment, between the motor and the conduit or outlet box. 2.3 WIRE AND CABLESA. All wire and cable furnished and installed under this Contract shall be new, of the best quality and of the size and type required. Conductors shall be soft drawn copper conforming to conductivity and, in all other respects, to the requirements of the ASTM. Unless otherwise stated, wires shall be rated at 600 volts.B. All feeders and motor wiring should be type THW, THWN, or THHN. Branch circuit wiring shall be type TW, THW, or THHN. No wire smaller than #12 AWG shall be used and all #8 AWG and larger shall be stranded.C. For Conductors #8 AWG and larger, the cable connectors shall be of the mechanical or compression type as manufactured by Burndy or Ilsco, or equal. Smaller conductors shall use “Scotchlock” brand by Minnesota Mining and Manufacturing Company, or “Twister”brand by Ideal Industries, or equal. All cable connectors shall be rated for wire type installed.D. All secondary service, feeder, and branch circuit conductors throughout the Project shall be color coded as follows:

1. Color shall be factory applied or field applied for sizes larger than No. 8 AWG if authorities having jurisdiction permit.a. Colors for 208/120-V Circuits:

1) Phase A: Black.2) Phase B: Red.3) Phase C: Blue.4) Color for Neutral: White or gray.5) Color for Equipment Grounds: Green.6) Colors for Isolated Grounds: Green with white stripe.

E. All conductors shall be copper.F. Metal Clad cable (Type MC) with 90 degree C wire and integral grounding conductor may be used where installed above ceilings or in gypsum board walls. Type MC cable shall not be used in place of piped homeruns back to the serving panels of origination.G. Direct bury USE cable shall not be used for electrical services to the building.H. All feeders and branch circuit wiring shall be sized to meet minimum voltage drop requirements outlined in ASHRAE 90.1 unless noted otherwise.2.4 WIRING DEVICESA. On/Off switches shall be rated at 20A 120/277 volts, AC, UL approved, specification grade, quiet, illuminated when off type.B. Dimmer switches shall be rated for LED Luminaires, specification grade, continuously adjustable slide type rated at 120 volts, AC, UL approved. In no case shall the dimmer be sized for less than 125% of the connected load.C. Receptacles for general use shall be specification grade flush, duplex, 3 wire grounding type rated at 20A, 120 volts and suitable for back or side wiring. D. Install GFCI / AFCI protective and Tamper / Weather Resistant devices where required by code.E. Install Plug Load Controlled devices where required by code. Devices shall be Half-Controlled type.F. Specialty Receptacles:

1. Provide specialty receptacle where required. Provide service by a dedicated circuit and ensure proper NEMA configuration for the equipment. 2. Flush Floor outlets shall be fully adjustable, recessed concrete type with a cast iron or specialty coating and flush cover plate as required. Boxes shall be multi gang type with dividers where multiple services are required at the same location. 3. All switch and receptacle (not on back-up power) devices shall be decorator style; color shall be Light Almond.4. All receptacles on back-up power source shall be Red.

G. All switch, receptacle, and other device cover plates in finished areas shall be smooth, high-impact thermoplastic, and match device color. H. Dimensions indicated are to center of device. All power and communications wall outlets shall be located 18” above finished floor unless noted otherwise. All switches shall be located 48” above finished floor unless noted otherwise. Outlets, switches, and other devices located in common areas shall be carefully aligned both horizontally and vertically. All mounting heights shall comply with all governing codes and handicap accessibility requirements.

2.5 DISCONNECT SWITCHESA. Disconnect switches shall be heavy duty fusible type with visible blades, handle pad-lockable, in the “off” position, solid neutral and NEMA type enclosure suitable for the application.B. Disconnects shall be manufactured by Cutler Hammer, Square D, General Electric, Siemens, or approved equal.

2.6 LABELSA. Provide phenolic type engraved permanent labels clearly identifying electrical equipment including contactors, disconnects, starters, etc. B. Normal Power: Provide Black letters on a white field. C. Provide the following Identification:

1. Line 1: Equipment designation; i.e. “Panel A”.2. Line 2: Service designation & location; i.e. “Utility Transformer”.3. Line 3: Equipment maximum AIC rating; i.e. “10k AIC Maximum”.

4. Line 4: Equipment ampacity, voltage, phase, & number of phase and neutral wires; i.e. “125A, 208Y/120V, 3Φ, 4W”.D. Line 5: Fuse ampacity and class for fusible equipment; i.e. “600A, Class H Fuses”.E. Label all receptacle outlets and junction/pull boxes with self-adhesive label indicating serving panel and circuit numbers.PART 3 – SERVICE AND DISTRIBUTION EXECUTION3.1 ELECTRIC SERVICEA. Coordinate electrical service with serving utility so as to afford electrical energy to facility per published construction schedules. The electrical service shall consist of underground primary work as directed by Utility; and secondary service, metering etc., to provide a 208Y/120 volt, 3-phase, 4-wire service.1. Provide all required notifications to, and coordinate with, the electrical utility company. Provide all labor and material not furnished by the utility company.2. All costs charged by the electric utility company associated with the permanent electrical service installation will be provided by the Owner.3.2 PANELBOARDSA. Cabinets shall be constructed of code gauge steel and shall be rated for environmental conditions at installed location. They shall be equipped with trim and door-in-door covers, having latches and locks. Locks on all cabinets shall be master keyed alike. Panelboards with one or more main service disconnecting and overcurrent protective devices shall be NRTL labeled for use as service equipment.B. Minimum panel capacity shall not be less than 125% of the calculated load, and panels shall be fully rated to interrupt symmetrical short-circuit current available at terminals.C. Lighting and power (outlets, motors, etc.) circuits shall not be combined.D. Breakers shall be bolted and switch duty rated if used for light switching.E. Breakers dedicated for supplying mechanical and GFCI loads shall be furnished with pad-lock devices capable of being locked in the off position.F. Each cabinet shall include a clear plastic covered type written directory of circuits and include actual load in volt-amps (VA) on each circuit / phase. The directory shall be mounted in a card holder attached to the inside of the door. Provide a phenolic type engraved permanent identification label on the exterior face of each panel; see labeling.G. Service and branch circuit panels shall be provided with integral TVSS/SPD protection meeting UL 1449, third addition.H. Panels shall be of panelboard construction as manufactured by Square D, General Electric, Cutler Hammer, or Siemens.

3.3 GROUNDINGA. Ground the electrical system and equipment in accordance with the National Electric Code, and as specified herein. B. All metal, non-current carrying parts of transformers, switchboards, bus ways, conduits, switches, panel boards, and other electrical equipment shall be securely bounded to the electrical system ground.3.4 BRANCH CIRCUITSA. Branch circuits for duplex receptacle circuits and lighting circuits shall be provided with #12 wire and 20 amp panel board circuit breakers.B. Home run phase conductor sizes for 20 amp, 120 VAC circuits shall be as follows:

1. Home runs 100 feet and less shall be #12 AWG minimum.2. Home runs over 100 feet shall be #10 AWG minimum.

3.5 LIGHTING FIXTURESA. Provide the necessary wiring to obtain power from the nearest panel board or available junction box.B. Provide luminaires factory labeled per UL 1598 and complete with lamps and drivers. Each luminaire type shall be supplied from a single manufacturer; i.e. troffer, strip, can light, etc.3.6 LAMPSA. Shall be LED and rated for 50,000 hours minimum.3.7 LIGHTING CONTROLSA. Provide day-lighting, local area, and auto-off controls compliant with the minimum requirements of the Washington State Non-Residential Energy Code (NREC). Complete NREC lighting compliance forms for local building authority review, and supply commissioning in accordance with applicable NREC requirements. B. Provide a minimum of 2 hours training to building owner and staff in the maintenance, programming, and operation of all lighting control equipment and devices.C. Provide wall switches for each separate space, with 3-way or 4-way switching in areas of multiple entry/egress.D. Provide dual technology passive infrared and ultrasonic sensors in all areas where sensor line-of-sight of occupants may be obstructed.E. Provide astronomical timer(s) to control all outdoor luminaires.F. Coordinate auto-off time-out settings in each area with building owner.G. Plug-load controls:1. Interlock plug-load devices with lighting controls in same space.3.8 WIRING EQUIPMENT FURNISHED BY OTHERSA. General:1. Furnish and install electrical distribution system and connections to all motors and equipment. Coordinate with the Owner and all Subcontractors furnishing equipment and motors to obtain the correct capacities, sizes, electrical requirements, etc.2. Provide disconnect switches, except where specified to be furnished with the equipment, or other trade and line voltage wiring to the disconnect switch, to the starter and to the equipment. Receive all starters from subcontractor supplying the equipment and install same.3. Provide wiring for all equipment in kitchen and vending area.B. Mechanical:

1. Receive electric unit heaters, electric baseboard heaters and cabinet unit heaters from the Mechanical Subcontractor and install same. Receive thermostats furnished by the Mechanical Subcontractor with these units and other unit heaters and install same, including all necessary line voltage wiring.2. Provide disconnect switches and connect all power roof ventilators, exhaust fans, supply fans and motorized dampers furnished with these units. Control wiring for motorized louvers and dampers and interlocks with power roof ventilators shall be provided by Mechanical Subcontractor.3. Provide disconnect switches and connect all VAV rooftop units. VAV rooftop unit disconnect switches shall be mounted on the building structure, not on the equipment, and shall allow adequate, 18” minimum, clearance for maintenance and removal of rooftop units. 4. All motors shall be individually fed from separate over current devices with separate disconnects and starters. This shall include automatic change over systems.5. Provide disconnect switches and connect all other mechanical equipment, including but not limited to condensing units, air handlers, VAV rooftop units, VAV boxes, exhaust fans, electric wall heaters, etc. Coordinate with Mechanical Contractor for equipment sizes and requirements.6. Electrical subcontractor shall be responsible for correct motor rotation on all 3-phase motors. The mechanical subcontractor shall be responsible for the correct motor rotation on all of the 120 volt, single phase, motors furnished by the mechanical contractor.

3.9 TELEPHONE/DATA/TELEVISION SYSTEMA. General:

1. Provide all conduits, outlets, etc., in accordance with the Contract Documents, as required by code or by the serving internet and telephone company.B. Service Entrance:

1. Provide a minimum of (3) 2 inch conduits for incoming telephone, fiber, and television service under this section. Coordinate points of origination with specific utility and extend raceway below grade to stub-up below equipment mounting board within facility main telephone/electrical room.2. Provide minimum 8’x8’ plywood mounting backboard within the telephone/electrical room. Backboard shall be ¾” thick exterior grade douglas fir plywood, treated with fire-retardant material, finished on one side. Prime paint all surfaces and edges, and finish paint the front with light gray enamel.3. Provide insulated ground bus on mounting board with a No.6 (AWG) isolated grounding conductor extended to ground bus of panel serving outlet in item 4 below. Bus to be permanently labeled “comm equipment.”4. Provide quad outlet (two duplex under common cover) with two (2) dedicated 20A, 120V circuits on mounting board.

C. Outlets:1. Telephone/Data/Television outlets shall be 4” square, 2 1/2” deep boxes with single-gang mud ring. Stub one 3/4” conduit with pullwire from box into accessible ceiling space, with 90 deg. bend and plastic bushing.2. Floor telephone/data outlets shall consist of flush floor outlets as indicated under wiring devices, with 3/4” conduit from communications side extended via adjacent wall cavity into accessible ceiling space.

D. Terminals:1. Provide power requirements and grounding for telephone/data/television terminals as required by the serving communications company.

E. Cabling and Equipment:1. All cabling and equipment for owner use shall be provided by the Owner.

2. All telephone cabling that is required for the base building shell (elevators, building monitoring systems) shall be provided by the Owner.3.10 SPECIAL SYSTEMS

A. Fire Detection and Alarm Systems:1. Fire alarm system to be provided under separate negotiated contract with Contractor based on requirements of the Authority Having Jurisdiction (AHJ) for this facility.

B. Security System:1. Security system to be provided by Owners qualified vendor and is not a part of this Contract.

3.11 ELECTRICAL SCOPE OF WORKA. Service and Distribution:

1. The facility will be provided with an electrical infrastructure to support a fully occupied and functional banking facility. Service size needs to anticipate any future work indicated.2. Provide all necessary trenching and backfill for underground conduits.

3. The successful design-build Electrical Subcontractor will be required to review and approve tenant’s interior electrical designs to ensure they are compatible and in compliance with the tenant space electrical design intent. This review and approval will be included in subcontractor’s proposals as part of the tenant scope of services.

B. Interior Lighting:1. Per Architectural Reflected Ceiling plans provided with this package.

2. Emergency egress and exit lighting shall be provided per the National Electrical Code (NEC) and NFPA 101. Emergency lighting to be accomplished via central lighting inverter labeled to comply with UL 924.3. Lighting levels shall be as recommended by I.E.S. lighting handbook, with controls and lighting power densities compliant with the Washington State Non-Residential Energy Code (NREC).4. Luminaire lamps shall be LED, rated for indoors, and have the following minimum TM-30-18 characteristics:a. 4000K ≤ CCT < 4500b. Rf ≥ 78c. Rg > 100d. -1% ≤ Rcs,h1 < 15%

C. Exterior Lighting:1. Per intent indicated within Site Lighting Photometric Report, coordinated with final civil site plan and lighting fixture schedule.2. Prior to any digging verify location and depths of utilities and any other underground interference, call 811 for locates two (2) business days before digging.3. Provide and install poles, engineered bases, luminaires, electrical service, hardware, etc. for a complete site lighting installation.4. Provide circuitry, controlled via the exterior lighting contactor, for all building and site signage per the NEC. Drive-thru “open/closed” signage at covered structure to be individually controlled, not via Contactor.5. Reference Washington Administrative Code (WAC) for additional exterior lighting requirements for drive-up windows, automated teller machines, etc.6. Installation to be per Vancouver Municipal Code, section 20.945.040 “General Design Standards for Surface Parking Areas.”7. All exterior lighting to be controlled via programmable astronomical timeclock. Provide exterior lighting contactors as required.8. Luminaires shall be LED, rated for outdoors, and have the following minimum TM-30-18 characteristics:a. 4000K ≤ CCT < 4500b.. Rf ≥ 70

c. Rg > 78d. -12% ≤ Rcs,h1 < 18%D. Convenience Wiring:

1. Additional convenience receptacles shall be installed and located for housekeeping purposes.2. Provide four (4) exterior receptacles within underside of soffit or roof overhang at each of the four corners of the facility. Receptacles to be provided with GFCI protection and installed per NEC 406.8(A).3. Provide HVAC maintenance (GFCI) receptacles per NEC 210.63 and 406.8.

E. Mechanical Wiring:1. Includes the cost to provide power wiring and connections to the mechanical equipment based on those requirements being proposed by the Mechanical Contractor.2. All control wiring for the mechanical system is to be provided by the Mechanical Contractor.

3. All variable frequency drives are to be provided by the Mechanical Contractor.4. Fire/Smoke dampers are to be provided by the Mechanical Contractor. These dampers are to be rated at 120 volts.

END OF SECTION 260000

12 W. Kennewick Ave.Kennewick, WA 99336

P: 509.735.1589F: 509.783.5075

www.meierinc.com

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