VOL2.PDF

THIS IS A TOTAL SMALL BUSINESS (SB) SET-ASIDE

VOLUME 2 OF 3

SOLICITATION NO: W9127820R0009

CADD NO: CH17CB44

SPECIFICATIONS

FOR

TENNESSEE-TOMBIGBEE WATERWAY

MANAGEMENT CENTER

COLUMBUS, MISSISSIPPI

(LOWNDES COUNTY)

THIS IS A CIVIL WORKS PROGRAM PROCUREMENT AND IS NOT FUNDED BY THE

DEPARTMENT OF DEFENSE

“GOOD ENGINEERING RESULTS IN A BETTER ENVIRONMENT”

U.S. ARMY ENGINEER DISTRICT, MOBILE

109 St. Joseph St Mobile, Alabama 36602

TENNESSEE-TOMBIGBEE WATERWAY MANAGEMENT CENTER W9127820R0009

COLUMBUS, MISSISSIPPI CH17CB44

TOC - 1

TABLE OF CONTENTS

VOLUME 1 OF 3

CHECKLIST FOR PREPARATION OF OFFERS

BIDDING REQUIREMENTS

STANDARD FORM 1442 - SOLICITATION, OFFER, AND AWARD

BIDDING SCHEDULE

EXPLANATION OF BID ITEMS

STANDARD FORM 24 - BID BOND

STANDARD FORM 28 - AFFIDAVIT OF INDIVIDUAL SURETY

STANDARD FORM LLL - DISCLOSURE OF LOBBYING ACTIVITIES

00 11 00 PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

00 12 00 EVALUATION CRITERIA AND BASIS OF AWARD

00 21 16 INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

EP310-1-6a PROJECT SIGNS

WAGE RATES

01 00 01 GENERAL CONTRACT REQUIREMENTS

CESAM FORM 1151

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

FORM 4025

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

SAM FORM 696

01 45 35 SPECIAL INSPECTIONS

STATEMENT OF SPECIAL INSPECTIONS

SCHEDULE OF SPECIAL INSPECTIONS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 21 13.13 NONBEARING CLAD VENEER/STEEL STUD WALLS

TOC - 2

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

VOLUME 2 OF 3

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 15 00 WALL AIR AND VAPOR BARRIERS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 00.45 36 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 36 SPRAY FOAM INSULATION

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 PORCELAIN AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL PROTECTION

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

TOC - 3

DIVISION 10 – SPECIALTIES (CONTINUED)

10 56 13 STEEL SHELVING

10 56 26.01 36 HIGH DENSITY MOBILE STORAGE UNITS

DIVISION 11 – EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING OF HVAC SYSTEMS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 23 00 REFRIGERANT PIPING

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

VOLUME 3 OF 3

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

TOC - 4

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT FOR ROADS AND PARKING

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 ROAD AND PARKING PAVEMENT MARKINGS

32 92 19 TEMPORARY SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 32 13.13 PACKAGED SEWER LIFT STATIONS, WET WELL TYPE

33 34 00 FORCE MAINS AND INVERTED SIPHONS; SEWER

33 40 00 STORM DRAINAGE UTILITIES

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 41 16.16 40 VERTICAL ATMOSPHERIC TANKS AND VESSELS

APPENDICES

APPENDIX A LOGS OF BORINGS

APPENDIX B COMPREHENSIVE INTERIOR DESIGN (CID) – FURNITURE, FIXTURES,

AND EQUIPMENT (FF&E)

-- End of Project Table of Contents --

TENNESSEE- TOMBI GBEE WATERWAY MANAGEMENT CENTER W9127820R0009

COLUMBUS, MI SSI SSI PPI CH17CB44

SECTI ON 06 10 00

ROUGH CARPENTRY

02/12

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN FOREST & PAPER ASSOCI ATI ON ( AF&PA)

AF&PA T10 ( 2001) Wood Fr ame Const r uct i on Manual f or One- and Two- Fami l y Dwel l i ngs

AF&PA T101 ( 2005) Nat i onal Desi gn Speci f i cat i on ( NDS) f or Wood Const r uct i on

AMERI CAN I NSTI TUTE OF TI MBER CONSTRUCTI ON ( AI TC)

AI TC 111 ( 2005) Recommended Pr act i ce f or Pr ot ect i on of St r uct ur al Gl ued Lami nat ed Ti mber Dur i ng Tr ansi t , St or age and Er ect i on

AMERI CAN LUMBER STANDARDS COMMI TTEE ( ALSC)

ALSC PS 20 ( 2010) Amer i can Sof t wood Lumber St andar d

AMERI CAN WOOD PROTECTI ON ASSOCI ATI ON ( AWPA)

AWPA M2 ( 2011) St andar d f or I nspect i on of Tr eat ed Wood Pr oduct s

AWPA M6 ( 2007) Br ands Used on For est Pr oduct s

APA - THE ENGI NEERED WOOD ASSOCI ATI ON ( APA)

APA EWS R540 ( 2007) Bui l der Ti ps Pr oper St or age and Handl i ng of gl ue- l ami nat ed Beams

APA L870 ( 2010) Vol unt ar y Pr oduct St andar d, PS 1- 09, St r uct ur al Pl ywood

ASME I NTERNATI ONAL ( ASME)

ASME B18. 2. 1 ( 2010) Squar e and Hex Bol t s and Scr ews ( I nch Ser i es)

ASME B18. 2. 2 ( 2010) St andar d f or Squar e and Hex Nut s

ASME B18. 5. 2. 1M ( 2006; R 2011) Met r i c Round Head Shor t Squar e Neck Bol t s

ASME B18. 5. 2. 2M ( 1982; R 2010) Met r i c Round Head Squar e Neck Bol t s

SECTI ON 06 10 00 Page 1

ASME B18. 6. 1 ( 1981; R 2008) Wood Scr ews ( I nch Ser i es)

ASTM I NTERNATI ONAL ( ASTM)

ASTM A153/ A153M ( 2009) St andar d Speci f i cat i on f or Zi nc Coat i ng ( Hot - Di p) on I r on and St eel Hardware

ASTM A307 ( 2014) St andar d Speci f i cat i on f or Car bon St eel Bol t s and St uds, 60 000 PSI Tensi l e Strength

ASTM A653/ A653M ( 2011) St andar d Speci f i cat i on f or St eel Sheet , Zi nc- Coat ed ( Gal vani zed) or Zi nc- I r on Al l oy- Coat ed ( Gal vanneal ed) by t he Hot - Di p Pr ocess

ASTM D2898 ( 2010) Accel er at ed Weat her i ng of Fi r e- Ret ar dant - Tr eat ed Wood f or Fi r e Testing

ASTM F547 ( 2006; R 2012) Nai l s f or Use wi t h Wood and Wood- Base Mat er i al s

U. S. GENERAL SERVI CES ADMI NI STRATI ON ( GSA)

CI D A- A- 1923 ( Rev A; Not i ce 2) Shi el d, Expansi on ( Lag, Machi ne and Ext er nal l y Thr eaded Wedge Bol t Anchors)

CI D A- A- 1924 ( Rev A; Not i ce 2) Shi el d, Expansi on ( Sel f Dr i l l i ng Tubul ar Expansi on Shel l Bol t Anchors

CI D A- A- 1925 ( Rev A; Not i ce 2) Shi el d Expansi on ( Nai l Anchors)

U. S. GREEN BUI LDI NG COUNCI L ( USGBC)

LEED NC ( 2009) Leader shi p i n Ener gy and Envi r onment al Desi gn( t m) New Const r uct i on Rat i ng Syst em

1. 2 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on

01 33 00 SUBMI TTAL PROCEDURES:

SD- 02 Shop Dr awi ngs

Nai l er s and Nai l i ng St r i ps; G, DO

Dr awi ngs of f i el d er ect i on det ai l s , i ncl udi ng mat er i al s and met hods of f ast eni ng nai l er s i n conf or mance wi t h Fact or y Mut ual

SECTI ON 06 10 00 Page 2 wi nd upl i f t r at ed syst ems speci f i ed i n ot her Sect i ons of t hese specifications.

SD- 03 Pr oduct Dat a

Underlayment

Fi r e- r et ar dant t r eat ment

Adhesives

SD- 06 Test Repor t s

Pr eser vat i ve- t r eat ed l umber and pl ywood

SD- 07 Cer t i f i cat es; G, RO

Cer t i f i cat es of gr ade; G, RO

Manuf act ur er ' s cer t i f i cat es ( appr oved by an Amer i can Lumber St andar ds appr oved agency) at t est i ng t hat l umber and mat er i al not nor mal l y gr ade mar ked meet t he speci f i ed r equi r ement s.

Cer t i f i cat e of I nspect i on f or gr ade mar ked mat er i al by an Amer i can Lumber St andar ds Commi t t ee ( ALSC) r ecogni zed i nspect i on agency pr i or t o shi pment .

Pr eser vat i ve t r eat ment

SD- 10 Oper at i on and Mai nt enance Dat a

Take- back pr ogr am

I ncl ude cont act i nf or mat i on, summar y of pr ocedur es, and t he l i mi t at i ons and condi t i ons appl i cabl e t o t he pr oj ect . I ndi cat e manuf act ur er ' s commi t ment t o r ecl ai m mat er i al s f or r ecycl i ng and/ or r euse.

SD- 11 Cl oseout Submi t t al s; G, RO

Local / Regi onal Mat er i al s; ( LEED NC)

LEED document at i on r el at i ve t o l ocal / r egi onal mat er i al s cr edi t i n accor dance wi t h LEED Ref er ence Gui de. I ncl ude i n LEED Document at i on Not ebook.

LEED document at i on r el at i ve t o r ecycl ed cont ent cr edi t i n accor dance wi t h LEED Ref er ence Gui de. I ncl ude i n LEED Document at i on Not ebook.

Adhesi ves; ( LEED NC)

LEED document at i on r el at i ve t o l ow emi t t i ng mat er i al s cr edi t i n accor dance wi t h LEED Ref er ence Gui de. I ncl ude i n LEED Document at i on Not ebook.

Engi neer ed Wood Pr oduct s; ( LEED NC)

LEED document at i on r el at i ve t o l ow emi t t i ng mat er i al s cr edi t i n accor dance wi t h LEED Ref er ence Gui de. I ncl ude i n LEED

SECTI ON 06 10 00 Page 3

Document at i on Not ebook.

Cer t i f i ed Wood; ( LEED NC)

LEED document at i on r el at i ve t o cer t i f i ed wood cr edi t i n accor dance wi t h LEED Ref er ence Gui de. I ncl ude i n LEED Document at i on Not ebook.

1. 3 DELI VERY AND STORAGE

Del i ver mat er i al s t o t he s i t e i n an undamaged condi t i on. St or e, pr ot ect , handl e, and i nst al l pr ef abr i cat ed st r uct ur al el ement s i n accor dance wi t h manuf act ur er ' s i nst r uct i ons and as speci f i ed. St or e mat er i al s of f t he gr ound t o pr ovi de pr oper vent i l at i on, wi t h dr ai nage t o avoi d st andi ng wat er , and pr ot ect i on agai nst gr ound moi st ur e and dampness. St or e mat er i al s wi t h a moi st ur e bar r i er at bot h t he gr ound l evel and as a cover f or mi ng a wel l vent i l at ed encl osur e. St or e wood and gl ue- l ami nat ed beams and j oi st s on edge. Adher e t o r equi r ement s f or st acki ng, l i f t i ng, br aci ng, cut t i ng, not chi ng, and speci al f ast eni ng r equi r ement s. Lami nat ed t i mber shal l be handl ed and st or ed i n accor dance wi t h AI TC 111 or APA EWS R540.

Remove def ect i ve and damaged mat er i al s and pr ovi de new mat er i al s. St or e separ at ed r eusabl e wood wast e conveni ent t o cut t i ng st at i on and ar ea of work.

1. 4 GRADI NG AND MARKI NG

1. 4. 1 Lumber

Mar k each pi ece of f r ami ng and boar d l umber or each bundl e of smal l pi eces of l umber wi t h t he gr ade mar k of a r ecogni zed associ at i on or i ndependent i nspect i on agency. Such associ at i on or agency shal l be cer t i f i ed by t he Boar d of Revi ew, Amer i can Lumber St andar ds Commi t t ee, t o gr ade t he speci es used. Sur f aces t hat ar e t o be exposed t o v i ew shal l not bear gr ademar ks, st amps, or any t ype of i dent i f y i ng mar k. Hammer mar ki ng wi l l be per mi t t ed on t i mber s when al l sur f aces wi l l be exposed t o v i ew.

1. 4. 2 Pl ywood

Mar k each sheet wi t h t he mar k of a r ecogni zed associ at i on or i ndependent i nspect i on agency t hat mai nt ai ns cont i nui ng cont r ol over t he qual i t y of t he pl ywood. The mar k shal l i dent i f y t he pl ywood by speci es gr oup or span r at i ng, exposur e dur abi l i t y c l assi f i cat i on, gr ade, and compl i ance wi t h APA L870. Sur f aces t hat ar e t o be exposed t o v i ew shal l not bear gr ademar ks or ot her t ypes of i dent i f y i ng mar ks.

1. 4. 3 Pr eser vat i ve- Tr eat ed Lumber and Pl ywood

The Cont r act or shal l be r esponsi bl e f or t he qual i t y of t r eat ed wood pr oduct s. Each t r eat ed pi ece shal l be i nspect ed i n accor dance wi t h AWPA M2 and per manent l y mar ked or br anded, by t he pr oducer , i n accor dance wi t h AWPA M6. The Cont r act or shal l pr ovi de Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) wi t h t he i nspect i on r epor t of an appr oved i ndependent i nspect i on agency t hat of f er ed pr oduct s compl y wi t h appl i cabl e AWPA St andar ds. The appr opr i at e Qual i t y Mar k on each pi ece wi l l be accept ed, i n l i eu of i nspect i on r epor t s, as evi dence of compl i ance wi t h appl i cabl e AWPA t r eat ment st andar ds.

SECTI ON 06 10 00 Page 4

1. 4. 4 Fi r e- Ret ar dant Tr eat ed Lumber

Mar k each pi ece i n accor dance wi t h AWPA M6, except pi eces t hat ar e t o be nat ur al or t r anspar ent f i ni shed. I n addi t i on, ext er i or f i r e- r et ar dant l umber shal l be di st i ngui shed by a per manent penet r at i ng bl ue st ai n. Do not use f i r e r et ar dant on r oof syst em subst r at e. Label s of a nat i onal l y r ecogni zed i ndependent t est i ng agency wi l l be accept ed as evi dence of conf or mance t o t he f i r e- r et ar dant r equi r ement s of AWPA M6.

1. 5 SI ZES AND SURFACI NG

ALSC PS 20 f or dr essed si zes of yar d and st r uct ur al l umber . Lumber shal l be sur f aced f our s i des. Si ze r ef er ences, unl ess ot her wi se speci f i ed, ar e nomi nal s i zes, and act ual s i zes shal l be wi t hi n manuf act ur i ng t ol er ances al l owed by t he st andar d under whi ch t he pr oduct i s pr oduced. Ot her measur ement s ar e I P or SI st andar d.

1. 6 MOI STURE CONTENT

Ai r - dr y or k i l n- dr y l umber . Ki l n- dr y t r eat ed l umber af t er t r eat ment .

Maxi mum moi st ur e cont ent of wood pr oduct s shal l be as f ol l ows at t he t i me of del i ver y t o t he j ob s i t e:

a. Fr ami ng l umber and boar d, 19 per cent maxi mum

d. Mat er i al s ot her t han l umber ; moi st ur e cont ent shal l be i n accor dance wi t h st andar d under whi ch t he pr oduct i s pr oduced

1. 7 PRESERVATI VE TREATMENT

Tr eat ment shal l be as f ol l ows:

a. 0. 25 pcf i nt ended f or above gr ound use.

b. Al l wood shal l be ai r or k i l n dr i ed af t er t r eat ment . Speci f i c t r eat ment s shal l be ver i f i ed by t he r epor t of an appr oved i ndependent i nspect i on agency, or t he AWPA Qual i t y Mar k on each pi ece. Do not i nci se sur f aces of l umber t hat wi l l be exposed. Br ush coat ar eas t hat ar e cut or dr i l l ed af t er t r eat ment wi t h ei t her t he same pr eser vat i ve used i n t he t r eat ment or wi t h a 2 per cent copper napht henat e sol ut i on.

The f ol l owi ng i t ems shal l be pr eser vat i ve t r eat ed:

1. Wood si l l s , sol es, pl at es, f ur r i ng, and sl eeper s t hat ar e l ess t han 24 i nches f r om t he gr ound, f ur r i ng and nai l er s t hat ar e set i nt o or i n cont act wi t h concr et e or masonr y.

2. Nai l er s, edge st r i ps, cr i cket s, cur bs, and cant s f or r oof decks.

1. 8 FI RE- RETARDANT TREATMENT

Fi r e- r et ar dant t r eat ed wood shal l be pr essur e t r eat ed Tr eat ment and per f or mance i nspect i on shal l be by an i ndependent and qual i f i ed t est i ng agency t hat est abl i shes per f or mance r at i ngs. Each pi ece or bundl e of t r eat ed mat er i al shal l bear i dent i f i cat i on of t he t est i ng agency t o i ndi cat e per f or mance i n accor dance wi t h such r at i ng. Tr eat ed mat er i al s t o be exposed t o r ai n wet t i ng shal l be subj ect ed t o an accel er at ed weat her i ng t echni que i n accor dance wi t h ASTM D2898 pr i or t o bei ng t est ed. Such i t ems whi ch wi l l not be i nsi de a bui l di ng, and such i t ems whi ch wi l l be exposed t o heat or hi gh humi di t y, shal l r ecei ve ext er i or f i r e- r et ar dant t r eat ment .

SECTI ON 06 10 00 Page 5

Fi r e- r et ar dant - t r eat ed wood pr oduct s shal l be f r ee of hal ogens, sul f at es, ammoni um phosphat e, and f or mal dehyde. I t ems t o be t r eat ed i ncl ude t he following:

a. El ect r i cal / Communi cat i ons r oom pl ywood back boar ds.

1. 9 QUALI TY ASSURANCE

1. 9. 1 Dr awi ng Requi r ement s

For f abr i cat ed heavy t i mber st r uct ur al member s, Pr emi um Ar chi t ect ur al wood f abr i cat ed syst ems, t r usses, gl ue- l ami nat ed member s, sawn wood t i mber s, i ndi cat e mat er i al s, det ai l s of const r uct i on, met hods of f ast eni ng, and er ect i on det ai l s . I ncl ude r ef er ence t o desi gn cr i t er i a used and manuf act ur er s desi gn cal cul at i ons. See Desi gn Cr i t er i a i n st r uct ur al cont r act dr awi ngs. Submi t dr awi ngs f or al l pr oposed modi f i cat i ons of st r uct ur al member s. Do not pr oceed wi t h modi f i cat i ons unt i l t he submi t t al has been appr oved.

1. 9. 2 Dat a Requi r ed

Submi t cal cul at i ons and dr awi ngs f or al l pr oposed modi f i cat i ons of st r uct ur al member s. Do not pr oceed wi t h modi f i cat i ons unt i l t he submi t t al has been appr oved.

1. 9. 3 Cer t i f i cat es of Gr ade

Submi t cer t i f i cat es at t est i ng t hat pr oduct s meet t he gr ade r equi r ement s speci f i ed i n l i eu of gr ade mar ki ngs wher e appear ance i s i mpor t ant and gr ade mar ks wi l l def ace mat er i al .

1. 10 SUSTAI NABLE DESI GN REQUI REMENTS

1. 10. 1 Local / Regi onal Mat er i al s

Use mat er i al s or pr oduct s ext r act ed, har vest ed, or r ecover ed, as wel l as manuf act ur ed, wi t hi n a 500 mi l e r adi us f r om t he pr oj ect s i t e, i f avai l abl e f r om a mi ni mum of t hr ee sour ces. Wood and mat er i al s may be l ocal l y available.

1. 10. 2 Cer t i f i ed Wood

Wood pr oduct s shal l be FSC- cer t i f i ed as speci f i ed her ei n.

PART 2 PRODUCTS

2. 1 MATERI ALS

2. 2 PLYWOOD

2. 2. 1 Ot her Uses

2. 2. 1. 1 Pl ywood

Pl ywood f or el ect r i cal / communi cat i ons r oom back boar ds, 3/ 4 i nch CD gr ade f i r e r et at ar dant t r eat ed f i r e r at ed st amp must be v i s i bl e on each panel .

Pl ywood shal l be FSC- cer t i f i ed. Fi ni sh wi t h c l aer seal er .

SECTI ON 06 10 00 Page 6

2. 3 OTHER MATERI ALS

2. 3. 1 Mi scel l aneous Wood Member s

2. 3. 1. 1 Nonst r ess Gr aded Member s

Member s shal l i ncl ude f ur r i ng, gr ounds, and nai l i ng st r i ps. Member s shal l be i n accor dance wi t h TABLE I f or t he speci es used. Si zes shal l be as f ol l ows unl ess ot her wi se shown:

Member Si ze i nch

Furring 1 x 3 or 4 as r equi r ed

Nai l i ng st r i ps 1 x 3 or 1 x 4 when used as shi ngl e base or i nt er i or f i ni sh, ot her wi se 2 i nch st ock.

2. 3. 2 Adhesi ves

Compl y wi t h appl i cabl e r egul at i ons r egar di ng t oxi c and hazar dous mat er i al s and as speci f i ed.

2. 4 ROUGH HARDWARE

Unl ess ot her wi se i ndi cat ed or speci f i ed, r ough har dwar e shal l be of t he t ype and si ze necessar y f or t he pr oj ect r equi r ement s. Si zes, t ypes, and spaci ng of f ast eni ngs of manuf act ur ed bui l di ng mat er i al s shal l be as r ecommended by t he pr oduct manuf act ur er unl ess ot her wi se i ndi cat ed or speci f i ed. Rough har dwar e exposed t o t he weat her or embedded i n or i n cont act wi t h pr eser vat i ve t r eat ed wood, ext er i or masonr y, or concr et e wal l s or s l abs shal l be hot - di p z i nc- coat ed i n accor dance wi t h ASTM A153/ A153M.

2. 4. 1 Bol t s, Nut s, St uds, and Ri vet s

ASME B18. 2. 1, ASME B18. 5. 2. 1M, ASME B18. 5. 2. 2M and ASME B18. 2. 2.

2. 4. 2 Anchor Bol t s

ASTM A307, s i ze as i ndi cat ed, compl et e wi t h nut s and washer s.

2. 4. 3 Expansi on Shi el ds

CI D A- A- 1923, CI D A- A- 1924, and CI D A- A- 1925. Except as shown ot her wi se, maxi mum si ze of devi ces shal l be 3/ 8 i nch.

2. 4. 4 Lag Scr ews and Lag Bol t s

ASME B18. 2. 1.

2. 4. 5 Wood Scr ews

ASME B18. 6. 1.

2. 4. 6 Nai l s

ASTM F547, s i ze and t ype best sui t ed f or pur pose. For sheat hi ng and subf l oor i ng, l engt h of nai l s shal l be suf f i c i ent t o ext end 1 i nch i nt o

SECTI ON 06 10 00 Page 7 suppor t s. I n gener al , 8- penny or l ar ger nai l s shal l be used f or nai l i ng t hr ough 1 i nch t hi ck l umber and f or t oe nai l i ng 2 i nch t hi ck l umber ;

16- penny or l ar ger nai l s shal l be used f or nai l i ng t hr ough 2 i nch t hi ck l umber . Nai l s used wi t h t r eat ed l umber and sheat hi ng shal l be hot - di pped gal vani zed i n accor dance wi t h ASTM A153/ A153M. Nai l i ng shal l be i n accor dance wi t h t he r ecommended nai l i ng schedul e cont ai ned i n AF&PA T10.

Wher e det ai l ed nai l i ng r equi r ement s ar e not speci f i ed, nai l s i ze and spaci ng shal l be suf f i c i ent t o devel op an adequat e st r engt h f or t he connect i on. The connect i on' s st r engt h shal l be ver i f i ed agai nst t he nai l capaci t y t abl es i n AF&PA T101. Reasonabl e j udgment backed by exper i ence shal l ensur e t hat t he desi gned connect i on wi l l not cause t he wood t o spl i t . I f a l oad s i t uat i on exceeds a r easonabl e l i mi t f or nai l s, a speci al i zed connect or shal l be used.

2. 4. 7 Cl i p Angl es

St eel , 3/ 16 i nch t hi ck, s i ze best sui t ed f or i nt ended use; or z i nc- coat ed st eel or i r on commer ci al c l i ps desi gned f or connect i ng wood member s.

2. 4. 8 Beam Anchor s

St eel U- shaped st r ap anchor s 1/ 4 i nch t hi ck by 1- 1/ 2 i nches wi de .

2. 4. 9 Met al Fr ami ng Anchor s

Const r uct anchor s t o t he conf i gur at i on shown usi ng hot di p z i nc- coat ed st eel conf or mi ng t o ASTM A653/ A653M, G90. Except wher e ot her wi se shown, St eel shal l be not l i ght er t han 18 gage. Speci al nai l s suppl i ed by t he manuf act ur er shal l be used f or al l nai l i ng.

PART 3 EXECUTI ON

3. 1 I NSTALLATI ON

Conf or m t o AF&PA T10 unl ess ot her wi se i ndi cat ed or speci f i ed. Sel ect l umber s i zes t o mi ni mi ze wast e. Fi t f r ami ng l umber and ot her r ough car pent r y, set accur at el y t o t he r equi r ed l i nes and l evel s, and secur e i n pl ace i n a r i gi d manner . Do not spl i ce f r ami ng member s bet ween bear i ng poi nt s. Fr ame member s f or t he passage of pi pes, condui t s, and duct s. Do not cut or bor e st r uct ur al member s f or t he passage of duct s or pi pes wi t hout appr oval . Rei nf or ce al l member s damaged by such cut t i ng or bor i ng by means of speci al l y f or med and appr oved sheet met al or bar st eel shapes, or r emove and pr ovi de new, as appr oved. Pr ovi de as necessar y f or t he pr oper compl et i on of t he wor k al l f r ami ng member s not i ndi cat ed or speci f i ed.

3. 2 MI SCELLANEOUS

3. 2. 1 Wood Bl ocki ng

Pr ovi de pr oper s i zes and shapes at pr oper l ocat i ons f or t he i nst al l at i on and at t achment of wood and ot her f i ni sh mat er i al s, f i x t ur es, equi pment , and i t ems i ndi cat ed or speci f i ed.

3. 2. 2 Wood Fur r i ng

Pr ovi de wher e shown and as necessar y f or f aci ng mat er i al s speci f i ed. Except as shown ot her wi se, f ur r i ng st r i ps shal l be nomi nal one by 3, cont i nuous, and spaced 16 i nches o. c. Er ect f ur r i ng ver t i cal l y or hor i zont al l y as

SECTI ON 06 10 00 Page 8 necessar y. Nai l f ur r i ng st r i ps t o masonr y. Do not use wood pl ugs.

Pr ovi de f ur r i ng st r i ps ar ound openi ngs, behi nd bases, and at angl es and cor ner s. Fur r i ng shal l be pl umb, r i gi d, and l evel and shal l be shi mmed as necessar y t o pr ovi de a t r ue, even pl ane wi t h sur f aces sui t abl e t o r ecei ve t he f i ni sh r equi r ed.

3. 3 WASTE MANAGEMENT

I n accor dance wi t h t he Wast e Management Pl an and as speci f i ed. Cl ear l y separ at e damaged wood and ot her scr ap l umber f or accept abl e al t er nat i ve uses on s i t e, i ncl udi ng br aci ng, bl ocki ng, cr i ppl es, t i es, and shi ms.

Coor di nat e wi t h manuf act ur er f or t ake- back pr ogr am and submi t manuf act ur er ' s pol i cy st at ement on pr ogr am. Fol d up met al bandi ng, f l at t en, and r ecycl e.

Separ at e t r eat ed, st ai ned, pai nt ed, and cont ami nat ed wood and pl ace i n desi gnat ed ar ea f or hazar dous mat er i al s. Di spose of accor di ng t o l ocal r egul at i ons. Do not l eave any wood, shavi ngs, sawdust , or ot her wood wast e bur i ed i n f i l l or on t he gr ound, unl ess f or pl anned f ut ur e use. Pr event sawdust and wood shavi ngs f r om ent er i ng t he st or m dr ai nage syst em. Do not bur n scr ap l umber t hat has been pr essur e t r eat ed, or l umber t hat i s l ess t han one year ol d.

- - End of Sect i on - -

SECTI ON 06 10 00 Page 9

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SECTI ON 06 41 16. 00 10

LAMI NATE CLAD ARCHI TECTURAL CASEWORK

08/10

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN NATI ONAL STANDARDS I NSTI TUTE ( ANSI )

ANSI A161. 2 ( 1998) Decor at i ve Lami nat e Count er t ops, Per f or mance St andar ds f or Fabr i cat ed Hi gh Pressure

ARCHI TECTURAL WOODWORK I NSTI TUTE ( AWI )

AWI AWS ( 2009) Ar chi t ect ur al Woodwor k St andar ds

ASTM I NTERNATI ONAL ( ASTM)

ASTM F547 ( 2006; R 2012) Nai l s f or Use wi t h Wood and Wood- Base Mat er i al s

BUI LDERS HARDWARE MANUFACTURERS ASSOCI ATI ON ( BHMA)

ANSI / BHMA A156. 9 ( 2010) Cabi net Har dwar e

COMPOSI TE PANEL ASSOCI ATI ON ( CPA)

CPA A208. 2 ( 2009) Medi um Densi t y Fi ber boar d ( MDF) f or I nt er i or Appl i cat i ons

NATI ONAL ELECTRI CAL MANUFACTURERS ASSOCI ATI ON ( NEMA)

ANSI / NEMA LD 3 ( 2005) St andar d f or Hi gh- Pr essur e Decor at i ve Lami nat es

SCI ENTI FI C CERTI FI CATI ON SYSTEMS ( SCS)

SCS Sci ent i f i c Cer t i f i cat i on Syst ems ( SCS) I ndoor Advant age

UL ENVI RONMENT ( ULE)

ULE Gr eenguar d UL Gr eenguar d Cer t i f i cat i on Pr ogr am

WI NDOW AND DOOR MANUFACTURERS ASSOCI ATI ON ( WDMA)

WDMA I . S. 1A ( 2011) I nt er i or Ar chi t ect ur al Wood Fl ush Doors

SECTI ON 06 41 16. 00 10 Page 1

1. 2 SYSTEM DESCRI PTI ON

Wor k i n t hi s sect i on i ncl udes l ami nat e c l ad cust om casewor k vani t i esas shown on t he dr awi ngs and as descr i bed i n t hi s speci f i cat i on. Thi s Sect i on i ncl udes hi gh- pr essur e l ami nat e sur f aci ng and cabi net har dwar e. Al l exposed and semi - exposed sur f aces, whose f i ni sh i s not ot her wi se not ed on t he dr awi ngs or f i ni sh schedul e, shal l be sanded smoot h and shal l r ecei ve a c l ear f i ni sh of pol yur et hane. Wood f i ni sh may be shop f i ni shed or f i el d appl i ed i n accor dance wi t h Sect i on 09 06 90 PAI NTS AND COATI NGS.

1. 3 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 02 Shop Dr awi ngs

Shop Dr awi ngs Installation

SD- 03 Pr oduct Dat a

Wood Mat er i al s Wood Fi ni shes

Certification

SD- 04 Sampl es

Pl ast i c Lami nat es Cabi net Har dwar e

SD- 07 Cer t i f i cat es

Qual i t y Assur ance Lami nat e Cl ad Casewor k

SD- 11 Cl oseout Submi t t al s

LEED Document at i on

1. 4 QUALI TY ASSURANCE

1. 4. 1 Gener al Requi r ement s

Unl ess ot her wi se not ed on t he dr awi ngs, al l mat er i al s, const r uct i on met hods, and f abr i cat i on shal l conf or m t o and compl y wi t h t he cust om gr ade qual i t y st andar ds as out l i ned i n AWI AWS, Sect i on f or l ami nat e c l ad cabi net s. These st andar ds shal l appl y i n l i eu of omi ssi ons or speci f i c r equi r ement s i n t hi s speci f i cat i on. Cont r act or s and t hei r per sonnel engaged i n t he wor k shal l be abl e t o demonst r at e successf ul exper i ence wi t h wor k of compar abl e ext ent , compl exi t y and qual i t y t o t hat shown and speci f i ed. Submi t a qual i t y cont r ol st at ement whi ch i l l ust r at es compl i ance wi t h and under st andi ng of AWI AWS r equi r ement s, i n gener al , and t he specific AWI AWS r equi r ement s pr ovi ded i n t hi s speci f i cat i on. The qual i t y cont r ol st at ement shal l al so cer t i f y a mi ni mum of t en year s Cont r act or ' s

SECTI ON 06 41 16. 00 10 Page 2 exper i ence i n l ami nat e c l ad casewor k f abr i cat i on and const r uct i on. The qual i t y cont r ol st at ement shal l pr ovi de a l i s t of a mi ni mum of f i ve successf ul l y compl et ed pr oj ect s of a s i mi l ar scope, s i ze, and compl exi t y.

1. 4. 2 Sust ai nabl e Desi gn Cer t i f i cat i on

Pr oduct shal l be t hi r d par t y cer t i f i ed i n accor dance wi t h ULE Gr eenguar d, SCS Sci ent i f i c Cer t i f i cat i on Syst ems I ndoor Advant ageor equal .

Cer t i f i cat i on shal l be per f or med annual l y and shal l be cur r ent .

1. 5 DELI VERY, STORAGE, AND HANDLI NG

Casewor k may be del i ver ed knockdown or f ul l y assembl ed. Del i ver al l uni t s t o t he s i t e i n undamaged condi t i on, st or ed of f t he gr ound i n f ul l y encl osed ar eas, and pr ot ect ed f r om damage. The st or age ar ea shal l be wel l vent i l at ed and not subj ect t o ext r eme changes i n t emper at ur e or humi di t y.

1. 6 SEQUENCI NG AND SCHEDULI NG

Coor di nat e wor k wi t h ot her t r ades. Uni t s shal l not be i nst al l ed i n any r oom or space unt i l pai nt i ng, and cei l i ng i nst al l at i on ar e compl et e wi t hi n t he r oom wher e t he uni t s ar e l ocat ed. Fl oor cabi net s shal l be i nst al l ed bef or e f i ni shed f l oor i ng mat er i al s ar e i nst al l ed.

PART 2 PRODUCTS

2. 1 WOOD MATERI ALS

2. 1. 1 Lumber

a. Al l f r ami ng l umber shal l be k i l n- dr i ed Gr ade I I I t o di mensi ons as shown on t he dr awi ngs. Fr ame f r ont , wher e i ndi cat ed on t he dr awi ngs, shal l be nomi nal 3/ 4 i nch har dwood.

2. 1. 2 Panel Pr oduct s

2. 1. 2. 1 Plywood

Al l pl ywood panel s used f or f r ami ng pur poses shal l be veneer cor e har dwood plywood, AWI AWS Gr ade AA. Nomi nal t hi ckness of pl ywood panel s shal l be as i ndi cat ed i n t hi s speci f i cat i on and on t he dr awi ngs.

2. 1. 2. 2 Medi um Densi t y Fi ber boar d

Medi um densi t y f i ber boar d ( MDF) shal l be an accept abl e panel subst r at e wher e not ed on t he dr awi ngs. Medi um densi t y f i ber boar d shal l meet t he mi ni mum st andar ds l i s t ed i n CPA A208. 2.

2. 2 SOLI D POLYMER MATERI AL

Sol i d sur f aci ng casewor k component s shal l conf or m t o t he r equi r ement s of Sect i on 06 61 16 SOLI D POLYMER ( SOLI D SURFACI NG) FABRI CATI ONS.

2. 3 HI GH PRESSURE DECORATI VE LAMI NATE ( HPDL)

Al l pl ast i c l ami nat es shal l meet t he r equi r ement s of ANSI / NEMA LD 3 and ANSI A161. 2 f or hi gh- pr essur e decor at i ve l ami nat es. Desi gn, col or s, sur f ace f i ni sh and t ext ur e, and l ocat i ons shal l be as i ndi cat ed on Sect i on 09 06 90 COLOR SCHEDULE. Submi t t wo sampl es of each pl ast i c l ami nat e

SECTI ON 06 41 16. 00 10 Page 3 pat t er n and col or . Sampl es shal l be a mi ni mum of 5 by 7 i nches i n s i ze.

Pl ast i c l ami nat e t ypes and nomi nal mi ni mum t hi cknesses f or casewor k component s shal l be as i ndi cat ed i n t he f ol l owi ng par agr aphs.

2. 3. 1 Hor i zont al Gener al Pur pose St andar d ( HGS) Gr ade

Hor i zont al gener al pur pose st andar d gr ade pl ast i c l ami nat e shal l be 0. 048 i nches ( pl us or mi nus 0. 005 i nches) i n t hi ckness. Thi s l ami nat e gr ade i s i nt ended f or hor i zont al sur f aces wher e post f or mi ng i s not r equi r ed.

2. 3. 2 Ver t i cal Gener al Pur pose St andar d ( VGS) Gr ade

Ver t i cal gener al pur pose st andar d gr ade pl ast i c l ami nat e shal l be 0. 028 i nches ( pl us or mi nus 0. 004 i nches) i n t hi ckness. Thi s l ami nat e gr ade i s i nt ended f or exposed ext er i or ver t i cal sur f aces of casewor k component s wher e post f or mi ng i s not r equi r ed.

2. 3. 3 Cabi net Li ner St andar d ( CLS) Gr ade

Cabi net l i ner st andar d gr ade pl ast i c l ami nat e shal l be 0. 020 i nches i n t hi ckness. Thi s l ami nat e gr ade i s i nt ended f or l i ght dut y semi - exposed i nt er i or sur f aces of casewor k component s.

2. 3. 4 Backi ng Sheet ( BK) Gr ade

Undecor at ed backi ng sheet gr ade l ami nat e i s f or mul at ed speci f i cal l y t o be used on t he backsi de of pl ast i c l ami nat ed panel subst r at es t o enhance di mensi onal st abi l i t y of t he subst r at e. Backi ng sheet t hi ckness shal l be

0. 020 i nches. Backi ng sheet s shal l be pr ovi ded f or al l l ami nat ed casewor k component s wher e pl ast i c l ami nat e f i ni sh i s appl i ed t o onl y one sur f ace of t he component subst r at e.

2. 4 EDGE BANDI NG

Edge bandi ng f or casewor k door s and dr awer f r ont s shal l be PVC vi nyl and shal l be 0. 125 i nch t hi ck. Mat er i al wi dt h shal l be 15/ 16 i nches. Col or and pat t er n shal l mat ch exposed door and dr awer f r ont l ami nat e pat t er n and color.

2. 5 CABI NET HARDWARE

Submi t one sampl e of each cabi net har dwar e i t em speci f i ed t o i ncl ude hi nges, pul l s, dr awer gl i des, and l ocks. Al l har dwar e shal l conf or m t o ANSI / BHMA A156. 9, unl ess ot her wi se not ed, and shal l consi st of t he f ol l owi ng component s:

2. 5. 1 Door Hi nges

Conceal ed t ype, BHMA No. A156. 9. B1602 ( 165 degr ees wi t h sel f - c l osi ng f eat ur e at l ess t han 90 degr ees) .

2. 5. 2 Cabi net Pul l s

Back mount ed wi r e pul l s t ype, BHMA No. A156. 9, 032011, ( sat i n st ai nl ess st eel f i ni sh) .

2. 5. 3 Dr awer Sl i de

Si de mount ed bal l bear i ng t ype, BHMA No. B05091 wi t h f ul l ext ensi on and a

SECTI ON 06 41 16. 00 10 Page 4 mi ni mum 100 pound l oad capaci t y. Sl i des shal l i ncl ude an posi t i ve st op t o avoi d acci dent al dr awer r emoval .

2. 5. 4 Adj ust abl e Shel f Suppor t Syst em

Recessed ( mor t i sed) met al st andar ds, BHMA No. BO4071, f i ni sh: Sat i n st ai nl ess st eel . Suppor t c l i ps f or t he st andar ds shal l be open t ype, BHMA No. B04091, f i ni sh: Sat i n st ai nl ess st eel .

2. 6 FASTENERS

Nai l s, scr ews, and ot her sui t abl e f ast ener s shal l be t he s i ze and t ype best sui t ed f or t he pur pose and shal l conf or m t o ASTM F547 wher e appl i cabl e.

2. 7 ADHESI VES, CAULKS, AND SEALANTS

2. 7. 1 Adhesives

Adhesi ves shal l be of a f or mul a and t ype r ecommended by AWI . Adhesi ves shal l be sel ect ed f or t hei r abi l i t y t o pr ovi de a dur abl e, per manent bond and shal l t ake i nt o consi der at i on such f act or s as mat er i al s t o be bonded, expansi on and cont r act i on, bond st r engt h, f i r e r at i ng, and moi st ur e r esi st ance. Adhesi ves shal l meet l ocal r egul at i ons r egar di ng VOC emi ssi ons and of f - gassi ng.

2. 7. 1. 1 Wood Joi ner y

Adhesi ves used t o bond wood member s shal l be a Type I I f or i nt er i or use pol yvi nyl acet at e r esi n emul si on . Adhesi ves shal l wi t hst and a bond t est as descr i bed i n WDMA I . S. 1A.

2. 7. 1. 2 Lami nat e Adhesi ve

Adhesi ve used t o j oi n hi gh- pr essur e decor at i ve l ami nat e t o wood shal l be adhesi ve consi st ent wi t h AWI and l ami nat e manuf act ur er ' s r ecommendat i ons.

PVC edgebandi ng shal l be adher ed usi ng a pol ymer - based hot mel t gl ue.

2. 7. 2 Caulk

Caul k used t o f i l l voi ds and j oi nt s bet ween l ami nat ed component s and bet ween l ami nat ed component s and adj acent sur f aces shal l be c l ear , 100 per cent s i l i cone.

2. 7. 3 Sealant

Seal ant shal l be of a t ype and composi t i on r ecommended by t he subst r at e manuf act ur er t o pr ovi de a moi st ur e bar r i er at s i nk cut out s and al l ot her l ocat i ons wher e unf i ni shed subst r at e edges may be subj ect ed t o moi st ur e.

2. 8 FABRICATION

Ver i f y f i el d measur ement s as i ndi cat ed i n t he shop dr awi ngs bef or e f abr i cat i on. Fabr i cat i on and assembl y of component s shal l be accompl i shed at t he shop si t e t o t he maxi mum ext ent possi bl e. Const r uct i on and f abr i cat i on of cabi net s and t hei r component s shal l meet or exceed t he r equi r ement s f or AWI cust om gr ade unl ess ot her wi se i ndi cat ed i n t hi s speci f i cat i on. Cabi net st y l e, i n accor dance wi t h AWI AWS, Sect i on 400- G descr i pt i ons, shal l be f l ush over l ay.

SECTI ON 06 41 16. 00 10 Page 5

2. 8. 1 Base and Wal l Cabi net Case Body

2. 8. 1. 1 Cabi net Component s

Fr ame member s shal l be gl ued- t oget her , k i l n- dr i ed har dwood l umber . Top cor ner s, bot t om cor ner s, and cabi net bot t oms shal l be br aced wi t h ei t her har dwood bl ocks or wat er - r esi st ant gl ue and nai l ed i n pl ace met al or pl ast i c cor ner br aces. Cabi net component s shal l be const r uct ed f r om t he f ol l owi ng mat er i al s and t hi cknesses:

2. 8. 1. 1. 1 Body Member s ( Ends, Di v i s i ons, Bot t oms, and Tops)

3/ 4 i nch medi um densi t y f i ber boar d ( MDF) or veneer cor e pl ywood panel product

2. 8. 1. 1. 2 Face Fr ames and Rai l s

3/ 4 i nch har dwood l umber

2. 8. 1. 1. 3 Shelving

3/ 4 i nch medi um densi t y f i ber boar d ( MDF) or veneer cor e pl ywood panel product

2. 8. 1. 1. 4 Cabi net Backs

1/ 4 i nch medi um densi t y f i ber boar d ( MDF) or veneer cor e pl ywood panel product

2. 8. 1. 1. 5 Dr awer Si des, Backs, and Subf r ont s

1/ 2 i nch har dwood l umber

2. 8. 1. 1. 6 Dr awer Bot t oms

1/ 4 i nch medi um densi t y f i ber boar d ( MDF) or veneer cor e pl ywood panel product

2. 8. 1. 1. 7 Door

3/ 4- i nch medi um densi t y f i ber boar d ( MDF) .

2. 8. 1. 1. 8 Dr awer Fr ont

Cont r act or opt i on of 3/ 4- i nch medi um densi t y f i ber boar d ( MDF) or har dwood lumber.

2. 8. 1. 2 Joi ner y Met hod f or Case Body Member s

2. 8. 1. 2. 1 Tops, Exposed Ends, and Bot t oms Fol l owi ng j oi ner y met hods l i s t ed bel ow ar e Cont r act or opt i on.

b. Dowel ed, gl ued under pr essur e ( appr ox. 4 dowel s per 12 i nches of j oi nt ) .

c. St op dado, gl ued under pr essur e, and ei t her nai l ed, st apl ed or scr ewed ( f ast ener s wi l l not be v i s i bl e on exposed par t s) .

d. Spl i ne or bi scui t , gl ued under pr essur e.

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2. 8. 1. 2. 2 Exposed End Cor ner and Face Fr ame At t achment

2. 8. 1. 2. 2. 1 Non- Mi t er ed Joi nt ( 90 degr ee)

But t j oi nt gl ued under pr essur e ( no v i s i bl e f ast ener s)

2. 8. 1. 2. 3 Cabi net Backs ( Wal l Hung Cabi net s)

Wal l hung cabi net backs must not be r el i ed upon t o suppor t t he f ul l wei ght of t he cabi net and i t s ant i c i pat ed l oad f or hangi ng/ mount i ng pur poses.

Met hod of back j oi ner y and hangi ng/ mount i ng mechani sms shoul d t r ansf er t he l oad t o case body member s. Fabr i cat i on met hod shal l be one of t he f ol l owi ng per cont r act or opt i on:

2. 8. 1. 2. 3. 1 Ful l Bound

Ful l bound, capt ur ed i n gr ooves on cabi net s i des, t op, and bot t om. Cabi net backs f or f l oor st andi ng cabi net s shal l be s i de bound, capt ur ed i n gr ooves;

gl ued and f ast ened t o t op and bot t om.

2. 8. 1. 2. 3. 2 Ful l Over l ay

Ful l over l ay, pl ant - on backs wi t h mi ni mum back t hi ckness of 1/ 2 i nchand mi ni mum No. 12 pl at ed ( no case har dened) scr ews spaced a mi ni mum 3 i nches on cent er . Edge of back shal l not be exposed on f i ni shed si des. Anchor st r i ps ar e not r equi r ed when so at t ached.

2. 8. 1. 2. 3. 3 Si de Bound

Si de bound, capt ur ed i n gr oove or r abbet t s; gl ued and f ast ened.

2. 8. 1. 2. 4 Cabi net Backs ( Fl oor St andi ng Cabi net s)

Fabr i cat i on met hod shal l be one of t he f ol l owi ng per cont r act or opt i on:

2. 8. 1. 2. 4. 1 Si de Bound

Si de bound, capt ur ed i n gr ooves; gl ued and f ast ened t o t op and bot t om.

2. 8. 1. 2. 4. 2 Ful l Over l ay

Ful l over l ay, pl ant - on backs wi t h mi ni mum back t hi ckness of 1/ 2 i nch and mi ni mum No. 12 pl at ed ( no case har dened) scr ews spaced a mi ni mum 3 i nches on cent er . Edge of back shal l not be exposed on f i ni shed si des. Anchor st r i ps ar e not r equi r ed when so at t ached.

2. 8. 1. 2. 4. 3 Si de Bound wi t h Rabbet t s

Si de bound, pl aced i n r abbet t s; gl ued and f ast ened i n r abbet t s.

2. 8. 1. 2. 5 Wal l Anchor St r i ps

Wal l Anchor St r i ps shal l be r equi r ed f or al l cabi net s wi t h backs l ess t han 1/ 2 i nch t hi ck. St r i ps shal l consi st of mi ni mum 1/ 2 i nch t hi ck l umber , mi ni mum 2- 1/ 2 i nches wi dt h; secur el y at t ached t o wal l s i de of cabi net back

- t op and bot t om f or wal l hung cabi net s, t op onl y f or f l oor st andi ng cabinets.

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2. 8. 2 Cabi net Fl oor Base

Fl oor cabi net s shal l be mount ed on a base const r uct ed of nomi nal 2 i nch t hi ck l umber . Base assembl y component s shal l be t r eat ed l umber . Fi ni shed hei ght f or each cabi net base shal l be not l ess t han t he f ul l hei ght of t he i nst al l ed, speci f i ed wal l base. Bot t om edge of t he cabi net door or dr awer f ace shal l be f l ush wi t h t op of base.

2. 8. 3 Cabi net Door Fr ont s

Door shal l be f abr i cat ed f r om 3/ 4 i nch medi um densi t y f i ber boar d ( MDF.

Al l door f r ont edges shal l be sur f aced wi t h hi gh pr essur e pl ast i c l ami nat e, col or and pat t er n t o mat ch ext er i or f ace l ami nat eas i ndi cat ed i n Sect i on

09 06 90 COLOR SCHEDULE.

2. 8. 4 Dr awer Fr ont s

Dr awer f r ont s shal l be f abr i cat ed f r om 3/ 4 i nch medi um densi t y f i ber boar d ( MDF or har dwood l umber per cont r act or opt i on. Al l dr awer f r ont edges shal l be sur f aced wi t h hi gh pr essur e pl ast i c l ami nat e, col or and pat t er n t o mat ch ext er i or f ace l ami nat eas i ndi cat ed i n Sect i on 09 06 90 COLOR SCHEDULE.

2. 8. 5 Dr awer Assembl y

2. 8. 5. 1 Dr awer Component s

Dr awer component s shal l consi st of a r emovabl e dr awer f r ont , s i des, backs, and bot t om. Dr awer component s shal l be const r uct ed of t he f ol l owi ng mat er i al s and t hi cknesses:

2. 8. 5. 1. 1 Dr awer Si des and Backs For Tr anspar ent Fi ni sh

1/ 2 i nch t hi ck sol i d har dwood l umber

2. 8. 5. 1. 2 Dr awer Si des and Backs For Lami nat e Fi ni sh

1/ 2 i nch t hi ck har dwood l umber or 7- pl y har dwood veneer cor e subst r at e

2. 8. 5. 1. 3 Dr awer Si des and Back For Ther moset Decor at i ve Over l ay ( Mel ami ne) Finish

1/ 2 i nch t hi ck MDF f i ber boar d subst r at e

2. 8. 5. 1. 4 Dr awer Bot t om

1/ 4 i nch t hi ck veneer cor e panel pr oduct f or t r anspar ent or pl ast i c l ami nat e f i ni sh

2. 8. 5. 2 Dr awer Assembl y Joi ner y Met hod

Fabr i cat i on met hod shal l be one of t he f ol l owi ng per cont r act or opt i on:

a. Mul t i pl e dovet ai l ( al l cor ner s) or Fr ench dovet ai l f r ont / dadoed back, gl ued under pr essur e.

b. Dowel ed, gl ued under pr essur e.

c. Lock shoul der , gl ued and pi n nai l ed.

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d. Bot t oms shal l be set i nt o s i des, f r ont , and back, 1/ 4 i nch deep gr oove wi t h a mi ni mum 3/ 8 i nch st andi ng shoul der .

2. 8. 6 Shelving

2. 8. 6. 1 Gener al Requi r ement s

Shel v i ng shal l be f abr i cat ed f r om 3/ 4 i nch medi um densi t y par t i c l eboar d or 3/ 4 i nch veneer cor e pl ywood. Al l shel v i ng t op and bot t om sur f aces shal l be f i ni shed wi t h HPDL pl ast i c l ami nat e. Shel f edges shal l be f i ni shed i n a HPDL pl ast i c l ami nat e.

2. 8. 6. 2 Shel f Suppor t Syst em

The shel f suppor t syst em shal l be:

2. 8. 6. 2. 1 Recessed ( Mor t i sed) Met al Shel f St andar ds

Mor t i se st andar ds f l ush wi t h t he f i ni shes sur f ace of t he cabi net i nt er i or s i de wal l s, t wo per s i de. Pposi t i on and space st andar ds on t he s i de wal l s t o pr ovi de a st abl e shel f sur f ace t hat el i mi nat es t i ppi ng when shel f f r ont i s wei ght ed. I nst al l and adj ust st andar ds ver t i cal l y t o pr ovi de a l evel , st abl e shel f sur f ace when cl i ps ar e i n pl ace.

2. 8. 7 Lami nat e Appl i cat i on

Lami nat e appl i cat i on t o subst r at es shal l f ol l ow t he r ecommended pr ocedur es and i nst r uct i ons of t he l ami nat e manuf act ur er and ANSI / NEMA LD 3, usi ng t ool s and devi ces speci f i cal l y desi gned f or l ami nat e f abr i cat i on and appl i cat i on. Pr ovi de a bal anced backer sheet ( Gr ade BK) wher ever onl y one sur f ace of t he component subst r at e r equi r es a pl ast i c l ami nat e f i ni sh.

Appl y r equi r ed gr ade of l ami nat e i n f ul l uni nt er r upt ed sheet s consi st ent wi t h manuf act ur ed s i zes usi ng one pi ece f or f ul l l engt h onl y, usi ng adhesi ves speci f i ed her ei n or as r ecommended by t he manuf act ur er . Fi t cor ner s and j oi nt s hai r l i ne. Al l l ami nat e edges shal l be machi ned f l ush, f i l ed, sanded, or buf f ed t o r emove machi ne mar ks and eased ( shar p cor ner s r emoved) . Cl ean up at easi ng shal l be such t hat no over l ap of t he member eased i s v i s i bl e. Fabr i cat i on shal l conf or m t o ANSI A161. 2. Lami nat e t ypes and gr ades f or component sur f aces shal l be as f ol l ows unl ess ot her wi se i ndi cat ed on t he dr awi ngs:

2. 8. 7. 1 Base/ Wal l Cabi net Case Body

a. Ext er i or ( exposed) sur f aces t o i ncl ude exposed and semi - exposed f ace f r ame sur f aces: HPDL Gr ade VG.

b. I nt er i or ( semi - exposed) sur f aces t o i ncl ude i nt er i or back wal l , bot t om, and si de wal l s: HPDL Gr ade CLS.

2. 8. 7. 2 Fi xed Shel v i ng

2. 8. 7. 2. 1 Top and Bot t om Sur f aces

HPDL Gr ade HGS

2. 8. 7. 2. 2 Exposed Edges

HPDL Gr ade VGS

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2. 8. 7. 3 Door , Dr awer Fr ont s, Access Panel s

2. 8. 7. 3. 1 Ext er i or ( Exposed) and I nt er i or ( Semi - Exposed) Faces

HPDL Gr ade VGS

2. 8. 7. 3. 2 Edges

PVC edgebandi ng

2. 8. 7. 4 Tolerances

Fl ushness, f l at ness, and j oi nt t ol er ances of l ami nat ed sur f aces shal l meet the AWI AWS cust om gr ade r equi r ement s.

2. 8. 8 Finishing

2. 8. 8. 1 Filling

No f ast ener s shal l be exposed on l ami nat ed sur f aces. Al l nai l s , scr ews, and ot her f ast ener s i n non- l ami nat ed cabi net component s shal l be count er sunk and t he hol es f i l l ed wi t h wood f i l l er consi st ent i n col or wi t h t he wood speci es.

2. 8. 8. 2 Sanding

Al l sur f aces r equi r i ng coat i ngs shal l be pr epar ed by sandi ng wi t h a gr i t and i n a manner t hat scr at ches wi l l not show i n t he f i nal syst em.

PART 3 EXECUTI ON

3. 1 INSTALLATION

I nst al l at i on shal l compl y wi t h appl i cabl e r equi r ement s f or AWI AWS cust om qual i t y st andar ds. Count er t ops and f abr i cat ed assembl i es shal l be i nst al l ed l evel , pl umb, and t r ue t o l i ne, i n l ocat i ons shown on t he dr awi ngs. Cabi net s and ot her l ami nat e c l ad casewor k assembl i es shal l be at t ached and anchor ed secur el y t o t he f l oor and wal l s wi t h mechani cal f ast ener s t hat ar e appr opr i at e f or t he wal l and f l oor const r uct i on.

3. 1. 1 Anchor i ng Syst ems

3. 1. 1. 1 Floor

Base cabi net s shal l ut i l i ze a f l oor anchor i ng syst em. Anchor i ng and mechani cal f ast ener s shal l not be v i s i bl e f r om t he f i ni shed si de of t he casewor k assembl y. Cabi net assembl i es shal l be at t ached t o anchor ed bases wi t hout v i s i bl e f ast ener s.