FA520524R00010003_Atch4_Revised Specifications Sections_Rev11Mar24.pdf

Repair MFH JNCO, 29 Units QKKA20-4002 Misawa Air Base, Misawa, Japan

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 10 02/23 LIST OF ACRONYMS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 32 16.00 20 08/18 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 11/16 QUALITY CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00.20 33 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

02 82 00 06/20 ASBESTOS REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBS AND MERCURY -

MASTER (Tailored for Japan)

DIVISION 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 44 00 02/13 REINFORCED AUTOCLAVE AERATED CONCRETE

PANELS

DIVISION 05 - METALS

05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 52 00 02/18 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 41 13 05/11, CHG 4: 02/21 METAL ROOF PANELS

07 57 00 05/11, CHG 3: 08/18 URETHANE SPRAYED ELASTOMERIC ROOF

COATINGS OVERLAY SYSTEM

PROJECT TABLE OF CONTENTS Page 1 Addendum #1 dated 2024.03.11

07 60 00 05/17 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 16 05/17 ALUMINUM DOORS AND FRAMES

08 14 00 08/16 WOOD DOORS

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 32 13 08/20 ALUMINUM SLIDING GLASS DOORS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

DIVISION 09 - FINISHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 64 29 08/16, CHG 2: 11/18 WOOD STRIP AND PLANK FLOORING

09 65 00 08/10 RESILIENT FLOORING

09 68 00 11/17 CARPETING

09 90 00 05/11 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 28 13 08/17 TOILET ACCESSORIES

DIVISION 11 - EQUIPMENT

11 31 13 08/17, CHG 1: 08/18 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 32 00 11/16, CHG 1: 11/18 MANUFACTURED WOOD CASEWORK

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

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

23 01 30.41 05/22 HVAC SYSTEM CLEANING

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 48.00 40 05/22 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00.00 20 02/21, CHG 1: 05/21 COMMISSIONING OF MECHANICAL AND

PROJECT TABLE OF CONTENTS Page 2

PLUMBING SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 23 00 10/07 REFRIGERANT PIPING

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 81 29 02/20 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 82 46.00 40 05/17 ELECTRIC UNIT HEATERS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 05/21 CYBERSECURITY FOR FRCS - ENERGY

MANAGEMENT CONTROL SYSTEM (EMCS)

25 10 10 02/19, CHG 1: 05/21 ENERGY MANAGEMENT CONTROL SYSTEM

(EMCS) FRONT END AND INTEGRATION

25 10 10.01 ADVANCED UTILITY METERING SYSTEM

DIVISION 26 - ELECTRICAL

26 12 19 03/24 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 51 00 05/16 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 60 08/20 INTERIOR FIRE ALARM SYSTEM,

NON-ADDRESSABLE

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 08/17 SUBBASES FOR FLEXIBLE PAVING

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 92 23 06/29/22 SODDING

DIVISION 33 - UTILITIES

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

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Repai r MFH JNCO, 29 Uni t s QKKA20- 4002 Mi sawa Ai r Base, Mi sawa, Japan

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PROJECT TABLE OF CONTENTS Page 4 Addendum #1 dat ed 2024. 03. 11

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GENERAL REQUI REMENTS

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.

JAPANESE ARCHI TECTURAL STANDARDS SPECI FI CATI ONS ( JASS)

JASS 2 ( 2006) Tempor ar y Wor k

U. S. AI R FORCE ( USAF)

DAFMAN 91- 203 ( 2022) Ai r For ce Occupat i onal Saf et y, Fi r e and Heal t h St andar ds

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual

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

FAR 52. 236- 13 ( 1991) Acci dent Pr event i on

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 . 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- 01 Pr econst r uct i on Submi t t al s

Schedul e of Mat er i al Submi t t al

Base Pass

SD- 09 Manuf act ur er ' s Fi el d Repor t s

Dai l y Repor t

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

Wast e Di sposal Mani f est

SD- 11 Cl oseout Submi t t al s

As- Bui l t Dr awi ngs

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1. 3 PROJECT REQUI REMENT

The Cont r act or shal l pr ovi de al l super vi s i on, management , qual i t y cont r ol , t r anspor t at i on, l abor , t ool s, equi pment and mat er i al s, and per f or mance of al l wor k necessar y t o r epai r and r enovat e t he bui l di ngs and associ at ed st r uct ur es i n Mi sawa Ai r Base, Japan i n accor dance wi t h t he speci f i cat i ons and cont r act dr awi ngs. The pr oj ect t o be compl et ed under t hi s cont r act i s l i s t ed bel ow.

QKKA204002 REPAI R MFH JNCO, 29 UNI TS

( 221, 712, 716, 718, 723, 812, 817, 818)

The f ol l owi ng scope of wor k i s expr essed i n gener al t er ms and i n no way l i mi t s t he Cont r act or ' s r esponsi bi l i t y . Per f or m al l wor k i ndi cat ed i n t hese speci f i cat i ons and accompanyi ng dr awi ngs. The Cont r act or i s r equi r ed t o pr ovi de a compl et e and usabl e f aci l i t y wi t hi n t he t er ms and condi t i ons of t hi s cont r act .

The scope of wor k f or t hi s pr oj ect i ncl udes, but i s not l i mi t ed t o, upgr ade and moder ni ze mi l i t ar y f ami l y housi ng ( MFH) Uni t s 221, 712, 716, 718, 723, 812, 817 and 818. Pr oj ect r epai r s and upgr ades t o MFH Uni t 221 i ncl ude r epl acement of r oof i nsul at i on and r oof i ng; f i r e spr i nkl er s;

r epai nt i ng; ext ensi on of r oof st r uct ur e at r ear pat i o; r epl acement of door s, wi ndows, r oof i ng at pat i o, f l oor i ng, k i t chen and bat h cabi net s, handr ai l s, appl i ances, smoke det ect or s, HVAC duct wor k, pl umbi ng f i xt ur es and pi pi ng, and el ect r i cal syst ems; and r epl acement of t he st eam- sour ced hot wat er space heat i ng syst em wi t h an ener gy ef f i c i ent el ect r i c hot wat er heat er and r eci r cul at i on pumps. Pr oj ect r epai r s and upgr ades t o MFH Uni t s 712, 716, 718, 723, 812, 817 and 818 i ncl ude mai n r oof r ecoat i ng;

r epai nt i ng; and r epl acement of door s, wi ndows, r oof i ng at concr et e eyebr ows, f l oor i ng, k i t chen and bat h cabi net s, handr ai l s, appl i ances, f i r e spr i nkl er s, smoke det ect or s, HVAC duct wor k, pl umbi ng f i xt ur es and pi pi ng, and el ect r i cal syst ems and r epl acement of t he st eam- sour ced hot wat er space heat i ng syst em wi t h an ener gy ef f i c i ent ai r sour ce heat pumps f or ai r condi t i oni ng and heat i ng. Thi s pr oj ect wi l l al so pr ovi de a new ent r y por ch and canopy; and pr ovi de new smar t met er s f or domest i c wat er and el ect r i c i t y, and Ener gy Management Cont r ol Syst em ( EMCS) f or i nt egr at i on wi t h Mi sawa Ai r Base EMCS. The pr oj ect al so consi st s of wor k at pump house Bui l di ng 822 i ncl udi ng demol i t i on of st eam suppl y pi pi ng and condensat e pi pi ng; modi f i cat i on of exi st i ng st or age t anks t o suppor t t he new domest i c hot wat er heat i ng syst em; and pr ovi di ng new ener gy ef f i c i ent heat pump wat er heat er s, pi pi ng, equi pment pad and canopy.

Envi r onment al r el at ed hazar ds associ at ed wi t h t he wor k wi l l i ncl ude, but ar e not l i mi t ed t o, Asbest os- Cont ai ni ng Mat er i al ( ACM) , Lead Based Pai nt ( LBP) , and ar seni c gypsum boar d.

The Cont r act or shal l v i s i t t he s i t e and ver i f y al l condi t i ons and di mensi ons bef or e st ar t of on- si t e const r uct i on wor k. The Cont r act or shal l coor di nat e wi t h t he Cont r act i ng Of f i cer ( CO) and/ or Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) f or t he sequence of wor k i n t he desi gnat ed ar ea as necessar y.

1. 3. 1 Si t e Pr epar at i on

Demol i t i on wor k s i t e shal l be encl osed by const r uct i on f ence wi t h access gat e and const r uct i on saf et y f ence wi l l be pr ovi ded saf et y c l ear ance f r om excavat i on s i t e unt i l t he compl et e of t he demol i t i on. The f enci ng shal l ext end f r om gr ade t o a mi ni mum of 1. 8 m above gr ade and shal l have a

SECTI ON 01 00 00 Page 2 maximum mesh size of 2 in (50 mm). Fencing shall remain rigid/taut with a minimum of 200 lbs (.9 kN) of force exerted on it from any direction with less than 4 in (100 mm) of deflection. Fencing shall be made of metal with protective coating. A-type (A-shape) barricades are not permitted except for the purpose of protecting sod area from uncontrolled access.

The Contractor shall ensure any columns or supports of fence, gate, and construction sign will not damage existing underground utilities. It's Contractor's responsibility to repair when that damage incur.

1.3.2 Construction Quality Control (CQC)

a. Provide quality control over products, services, and workmanship.

b. The Contractor is responsible for inspecting, testing, and documenting those tests and inspections that are required by the contract to control material quality and workmanship. The Contractor is also required by the terms of the contract to employ a CQC representative.

c. Comply fully with manufacturer's instructions, including each step in proper sequence. If such instructions conflict with the Contract Documents, request clarification from the CO before proceeding.

d. Testing: Provide samples and tests results as required by the Contract Documents. Test shall be properly performed and verified by an independent professional engineer.

e. Clean up: Keep the work area and surrounding surfaces clean and orderly. Remove any contractor- caused residue, dirt, or markings immediately upon completion of the work involved. Clean site daily before leaving construction site.

1.3.3 Disposal of Material

Except as specified elsewhere in the contract or these specifications, all residue and scrap generated by the Contractor during the performance of this contract shall be disposed of outside the confines of Misawa Air Base unless otherwise directed by the Contracting Officer.

1.3.4 MFH Unit 221 Renovations

Repairs and upgrades to MFH Unit 221 must be performed when the current tenant moves out and before the new tenant moves in. Once the current tenant vacates the building, the repairs and upgrades must be completed within 240300 days. The start date for the repairs and upgrades will be set after the scheduled departure by the current tenant. The construction schedule must be coordinated with the Contracting Officer.

1.4 REFERENCE PUBLICATIONS AND SUBSTITUTION

The Contractor shall refer the latest version of the designated or relative publications in these specifications. Where materials or equipment are specified to conform to U.S. Standards from organizations such as the American National Standards Institute (ANSI), American Society for Testing Materials (ASTM), National Electrical Manufacturers Association (NEMA), Underwriters Laboratory Inc. (UL) or other U.S.

standards and organizations, material or equipment that meets an equivalent Japanese Industrial Standard (JIS) may be substituted.

Documentary evidence thereof shall be furnished to the Contracting Officer for approval.

SECTION 01 00 00 Page 3 Addendum #1 dated 2024.03.11 a

1. 5 AVAI LABI LI TY OF WORK SI TE AND WORKI NG HOURS

a. The Cont r act or shal l pr ovi de not i ce t o t he Cont r act i ng Of f i cer at l east f our t een ( 14) days pr i or t o commencement of wor k i n or der f or t he usi ng act i v i t y t o vacat e t he wor k s i t e. The wor k s i t e wi l l be made avai l abl e t o t he cont r act or as f ol l ows:

( 1) Fi ve days a week, Monday t hr ough Fr i day, except U. S. l egal hol i days.

( 2) Wor ki ng Hour s: 0800 hour s t o 1700 hour s.

The above wor ki ng days and hour s may be ext ended by t he Cont r act i ng Of f i cer upon t he Cont r act or ' s r equest , wi t h t he st i pul at i on t hat wor k r equi r i ng i nspect i on by t he Gover nment or wor k unabl e t o be i nspect ed by t he Gover nment on t he f ol l owi ng day shal l not be per f or med dur i ng t he ext ended t i me.

b. U. S. l egal hol i days. I f t he U. S. hol i day f al l s on Sat ur day, t he pr ecedi ng Fr i day wi l l be obser ved as a U. S. hol i day; and U. S. hol i day f al l s on Sunday, t he f ol l owi ng Monday wi l l be obser ved as a U. S. hol i day. The f ol l owi ng i s a l i s t of U. S. hol i days:

Hol i day Dat e New Year ' s Day 1st Januar y Bi r t hday of Mar t i n Lut her Ki ng Jr . 3r d Monday of Januar y Pr esi dent s Day 3r d Monday of Febr uar y Memor i al Day Last Monday of May Junet eent h 19t h June I ndependence Day 4t h Jul y Labor Day 1st Monday of Sept ember Col umbus Day 2nd Monday of Oct ober Vet er an' s Day 11t h November Thanksgi v i ng Day 4t h Thur sday of November Chr i st mas Day 25t h December

c. The Cont r act or shal l have al l beddown and wor k s i t e of f i ces i nst al l ed and oper at i onal wi t hi n 30 days af t er r ecei pt of t he NTP. Al l AF103' s and AF3000 shal l be compl et ed al ong wi t h const r uct i on of any s i t e of f i ces and l aydown yar ds. The Cont r act or shal l be expect ed t o be oper at i onal f or on- si t e wor k on t he 31st day af t er NTP.

1. 6 AVAI LABI LI TY OF UTI LI TY SERVI CES

Wat er and El ect r i c i t y wi l l be avai l abl e at t he wor k s i t e or i n t he v i c i ni t y of t he wor k s i t e. Al l r easonabl y r equi r ed amount s of such ut i l i t y ser vi ces wi l l be f ur ni shed t o t he Cont r act or wi t hout char ge.

1. 7 AVAI LABI LI TY OF SANI TARY FACI LI TI ES

Toi l et f aci l i t i es ar e not avai l abl e f or Cont r act or ' s use.

1. 8 TEMPORARY TELEPHONE

The Cont r act or may have t el ephone i nst al l ed i n hi s f i el d of f i ce f or hi s use i n connect i on wi t h t hi s pr oj ect subj ect t o appr oval of t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. Al l expenses r el at ed t o t he i nst al l at i on and use of such t el ephone wi l l be bor ne by t he cont r act or .

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1. 9 WORK CLEARANCE PERMI TS ( AF FORM 103)

Coor di nat i on wi t h t he COR and t echni cal i nspect or i s r equi r ed 21 days i n advance f or t he i ssuance of wor k- cl ear ance per mi t . Thi s i ncl udes r equest s f or t he est abl i shment of a f i el d of f i ce or er ect i on of por t abl e t oi l et f aci l i t i es pr i or t o commencement of wor k.

1. 10 SUSPENSI ON OF UTI LI TI ES

The Cont r act or shal l r equest appr oval of t he Cont r act i ng Of f i cer or hi s/ her aut hor i zed r epr esent at i ve 45 days pr i or t o t he suspensi on of ut i l i t i es. I n or der t o mi ni mi ze t he out age, t he Cont r act or shal l accompl i sh al l wor k up t o t he poi nt of connect i on of each uni t bef or e connect i ng t he new syst em. The maxi mum l engt h f or out age wi l l be 4 hour s f or wat er and 4 hour s f or el ect r i c i t y at a t i me unl ess ot her wi se appr oved by t he Cont r act i ng Of f i cer .

1. 11 I NTERFERENCE WI TH GOVERNMENT OPERATI ONS

The Cont r act or shal l est abl i sh wor k pr ocedur es and met hods t o avoi d i nt er f er ence wi t h exi st i ng oper at i ons wi t hi n or adj acent t o t he const r uct i on ar ea. Fr ee passage i nt o adj oi ni ng or adj acent bui l di ngs/ ar eas not i n t he cont r act wi l l not be per mi t t ed except as appr oved by t he COR. Pr ocedur es and met hods shal l al so pr ovi de f or saf e conduct of wor k and pr ot ect i on of pr oper t y whi ch i s t o r emai n undi st ur bed.

1. 12 CONTRACT SUPERI NTENDENT AND I NTERPRETER

Cont r act super i nt endent shal l be at t he wor k s i t e whi l e subcont r act or ( s) i s / ar e i n wor k per f or mance. The Cont r act Super i nt endent s capabl e of speaki ng, under st andi ng, r eadi ng, and wr i t i ng Engl i sh ar e desi r abl e.

I f such super i nt endent i s not r eadi l y avai l abl e, t he Cont r act or shal l have an Engl i sh- speaki ng r epr esent at i ve( s) on t he j ob s i t e( s) at al l t i mes dur i ng t he per f or mance of wor k under t hi s cont r act . Fai l ur e t o pr ovi de such r epr esent at i ve( s) coul d r esul t i n t he Cont r act or ' s wor k bei ng st opped ( at hi s/ her expense) unt i l such t i me as one i s pr ovi ded.

1. 13 KEY PERSONNEL

1. 13. 1 U. S. Fi r e Pr ot ect i on Engi neer ( FPE)

U. S. Fi r e Pr ot ect i on Engi neer ( FPE) i s a l i censed U. S. Pr of essi onal Engi neer who has passed t he f i r e pr ot ect i on engi neer i ng wr i t t en exami nat i on admi ni st er ed by t he Nat i onal Counci l of Exami ner s f or Engi neer i ng and Sur veyi ng ( NCEES) and has a mi ni mum of f our ( 4) year s of r el evant f i r e pr ot ect i on engi neer i ng exper i ence t o r evi ew and appr ove f i r e pr ot ect i on i ssues associ at ed wi t h NFPA.

1. 13. 2 Asbest os Pr oj ect Desi gner

Asbest os Pr oj ect Desi gner i s a l i censed Ar chi t ect , l i censed Engi neer , or cer t i f i ed I ndust r i al Hygi eni st t hat has compl et ed t he Asbest os Pr oj ect Desi gner cour se. Ref r esher t r ai ni ng t hat i s wi t hi n one year t hat i s speci f i c t o each di sci pl i ne of Asbest os Tr ai ni ng. Asbest os Pr oj ect Desi gner shal l have a mi ni mum of t wo ( 2) year s of on t he j ob exper i ence i n hazar dous mat er i al s and hazar dous wast e management .

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1. 13. 3 Pr oj ect Super i nt endent ( Super vi sor )

The Pr oj ect Super i nt endent shal l be on t he wor k s i t e when on- si t e wor k i s bei ng per f or med and shal l be avai l abl e t o t he Cont r act i ng Of f i cer or hi s r epr esent at i ves upon r equest . The Pr oj ect Super i nt endent shal l have over al l r esponsi bi l i t y f or al l oper at i ons at t he j ob s i t e and be aut hor i zed t o make deci s i ons, negot i at e Cont r act t er ms and si gn Cont r act document s on behal f of t he Cont r act or . The Pr oj ect Super i nt endent shal l have a mi ni mum of f i ve ( 5) year s of exper i ence as a super i nt endent on const r uct i on pr oj ect s cont ai ni ng component s s i mi l ar i n s i ze and scope t o t hi s pr oj ect , and have at l east one of t he f ol l owi ng qual i f i cat i ons:

a. U. S. Regi st er ed St r uct ur al Engi neer or U. S. Regi st er ed Ar chi t ect or 1 Kyu Kenchi kushi ( 1st Cl ass Qual i f i ed Ar chi t ect ) .

b. U. S. Bachel or s Degr ee i n Const r uct i on Management or 1 Kyu Kenchi ku Sekou Kanr i gi shi ( 1st Cl ass Bui l di ng Const r uct i on Management Engi neer )

1. 13. 4 Cont r act or Qual i t y Cont r ol

1. 13. 4. 1 Cont r act or Qual i t y Cont r ol Syst em Manager ( CQCSM)

The CQC Syst em Manager i s r equi r ed t o be a gr aduat e of an accr edi t ed col l ege wi t h an engi neer i ng, ar chi t ect ur e, or const r uct i on management degr ee, wi t h a mi ni mum of 5 year s const r uct i on exper i ence on const r uct i on of s i mi l ar s i ze and scope t o t hi s pr oj ect . Ref er t o Sect i on 01 45 00. 00 10 QUALI TY CONTROL, par agr aph " CQC Syst em Manager " f or addi t i onal r equi r ement s.

1. 13. 4. 2 Cont r act or Qual i t y Cont r ol Per sonnel

The f ol l owi ng Cont r act or Qual i t y Cont r ol ( CQC) Per sonnel ar e r equi r ed:

Ci v i l , Mechani cal , El ect r i cal , St r uct ur al , Ar chi t ect ur al , Fi r e Pr ot ect i on, Communi cat i ons, Envi r onment al , Submi t t al s, Occupi ed Fami l y Housi ng, Concr et e, Pavement s, and Soi l s, Test i ng, Adj ust i ng, and Bal anci ng.

See Sect i on 01 45 00. 00 10 QUALI TY CONTROL f or qual i f i cat i on r equi r ement s f or CQC per sonnel . These i ndi v i dual s or speci al i zed t echni cal compani es may be empl oyed by t he pr i me cont r act or or a subcont r act or on t hi s pr oj ect . These i ndi v i dual s can per f or m ot her dut i es but need t o be al l owed suf f i c i ent t i me t o per f or m t he speci al i zed per sonnel ' s assi gned qual i t y cont r ol dut i es as descr i bed i n t he Qual i t y Cont r ol Pl an. A s i ngl e per son can cover mor e t han one ar ea pr ovi ded t hat t he s i ngl e per son i s qual i f i ed t o per f or m qual i t y cont r ol act i v i t i es i n each desi gnat ed ar ea and t hat wor kl oad al l ows.

1. 14 WRI TTEN COMMUNI CATI ONS I N ENGLI SH

Al l document s r equi r ed under t hi s cont r act , i ncl udi ng but not l i mi t ed t o, saf et y hazar d anal ysi s pl ans, al l cor r espondence of any nat ur e what soever , and al l ot her wr i t t en communi cat i ons, document s, dr awi ngs, r epor t s, et c. , of ever y descr i pt i on, shal l be wr i t t en i n Engl i sh or t r ansl at ed i nt o Engl i sh bef or e bei ng pr ovi ded t o t he Gover nment by t he cont r act or . Del ays encount er ed because a t r ansl at ed copy was not submi t t ed shal l be at t he cont r act or ' s expense and ar e not gr ounds f or del ay.

1. 15 DRAWI NGS AND SPECI FI CATI ONS AT THE SI TE

The Cont r act or shal l mai nt ai n i n good condi t i on one har d copy of al l

SECTI ON 01 00 00 Page 6 f ul l - s i ze dr awi ngs, speci f i cat i ons, addenda, modi f i cat i ons, appr oved shop dr awi ngs, Saf et y Dat a Sheet s ( SDS) , and ot her r el at ed document s af f ect i ng t he wor k at t he j ob s i t e( s) . Dr awi ngs and speci f i cat i ons shal l be mar ked dai l y t o r ecor d al l changes dur i ng const r uct i on. These document s shal l be made avai l abl e t o t he Cont r act i ng Of f i cer dur i ng const r uct i on and shal l be made avai l abl e on r equest and be del i ver ed t o t he Cont r act i ng Of f i cer upon compl et i on of t he wor k. The Cont r act or must al so have di gi t al f i l es of al l submi t t al s, cut sheet s, and speci f i cat i ons t hat ar e pr i nt abl e.

1. 16 MATERI AL APPROVAL SUBMI TTAL

The mat er i al appr oval submi t t al s l i s t ed on Schedul e of Mat er i al Submi t t al f or m shal l be submi t t ed t o t he Cont r act i ng Of f i cer f or appr oval i n accor dance wi t h t he Cont r act Cl ause of t hi s cont r act and i nst r uct i ons i ndi cat ed i n AF For m 3000 wi t hi n 30 cal endar days af t er NTP of t he cont r act , but bef or e st ar t i ng i nst al l at i on of any mat er i al . I t ems l i s t ed ar e pr i nci pal mat er i al s onl y. The l i s t does not i n any way l i mi t t he r esponsi bi l i t y of t he cont r act or f r om submi t t i ng any mat er i al s speci f i ed i n t he t echni cal pr ovi s i on of t hi s cont r act when cal l ed f or by t he Cont r act i ng Of f i cer . The Cont r act or shal l submi t t he Cont r act or Chemi cal / Hazar dous Mat er i al Aut hor i zat i on For m f or each HAZMAT i t em t o used and/ or br ought i n s i t e pr i or t o t he st ar t of pr oj ect . Ref er t o par a.

1. 2. 3. 1 of Sect i on 01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS.

1. 17 MANI FEST

The Cont r act or shal l submi t al l Wast e Di sposal Mani f est A and Mani f est E, bot h har dcopy and el ect r oni c copy, t o t he Cont r act i ng of f i cer . The submi t t al shal l be t r ansl at ed t o Engl i sh.

1. 18 AS- BUI LT DRAWI NGS

The Cont r act or shal l submi t one set of Aut o CAD f or mat and PDF di gi t al dr awi ng. Ref er t o par a. 1. 2. 1 of Sect i on 01 78 00. 20 33 CLOSEOUT

SUBMI TTALS.

1. 19 DAI LY REPORT

The Cont r act or shal l submi t dai l y r epor t wi t h pi ct ur es. El ect r oni c copy shal l be submi t t ed v i a e- mai l . I t shal l be del i ver ed t o 35 CONS and 35 CES by 0900 hour s ever y mor ni ng.

1. 20 BASE PASS

a. Pr i or t o t he st ar t of on- si t e wor k, t he Cont r act or shal l submi t appl i cat i ons f or base passes ( l i s t ed bel ow) t o t he Cont r act i ng Of f i cer , f or al l empl oyees, i ncl udi ng subcont r act or empl oyees, and vehi c l es r equi r i ng access t o Mi sawa Ai r Base i n or der t o per f or m t hi s Cont r act .

( 1) 5AF f or m 99, Appl i cat i on f or Base Pass, f or empl oyees.

b. Upon compl et i on of t hi s Cont r act , t he Cont r act or shal l r et ur n al l empl oyee passes t o t he Vi s i t or Cont r ol Sect i on ( 35 SFS/ SFAP) , Bl dg.

301, and obt ai n a cer t i f i cat i on of Recei pt . Fi nal Payment wi l l be wi t hhel d unt i l t he Cont r act or has accompl i shed r equi r ed cl ear ances.

SECTI ON 01 00 00 Page 7

1. 21 SAFETY REQUI REMENTS

The Cont r act or ' s wor k shal l conf or m t o t he r equi r ement s of Saf et y and Heal t h Requi r ement s Manual EM 385- 1- 1, JASS 2, Tempor ar y Wor ks and/ or l ocal Act and Regul at i on of Occupat i onal Saf et y and Heal t h Act ( Roudou Anzen Ei sei - hou/ ki soku) unl ess ot her wi se i ndi cat ed i n t hi s sect i on. The cont r act or shal l pr ovi de t he scaf f ol di ng st r uct ur e er ect i on cal cul at i on t o 35 CES when r equi r ed.

1. 21. 1 Speci al Saf et y Pr ecaut i on

Al l per sonnel wor ki ng at a hei ght of 9 f eet or above wi l l be pr ot ect ed f r om pot ent i al f al l s by t he use of saf et y bel t s and guar d r ai l s. No mat er i al s/ t ool s wi l l be t hr own f r om hi gh pl aces t o t he gr ound. The publ i c shal l be adequat el y pr ot ect ed f r om t he cont r act or ' s wor k by t empor ar y bar r i cades or f ences.

1. 21. 2 Base Fi r e and Saf et y Regul at i ons

I n addi t i on t o t he r equi r ement s of t he cont r act c l ause FAR 52. 236- 13, Acci dent Pr event i on, t he Cont r act or shal l compl y wi t h al l per t i nent r equi r ement s of Depar t ment of The Ai r For ce Manual DAFMAN 91- 203, Ai r For ce Occupat i onal Saf et y, Fi r e, and, Heal t h St andar ds. Subsequent compl i ance by subcont r act or s wi l l be t he r esponsi bi l i t y of t he pr i me cont r act or .

1. 21. 3 Open Fl ame and Wel di ng

The Cont r act or shal l submi t a r equest f or al l open f l ame wor k per mi t s t o t he Base Fi r e Depar t ment f or appr oval . The Cont r act or shal l descr i be t he wor k t o be per f or med t o t he Fi r e Depar t ment r epr esent at i ve at t he wor k s i t e r ecei v i ng appr oval . The Base Fi r e Depar t ment and Techni cal Repr esent at i ve of t he Cont r act i ng Of f i cer shal l be not i f i ed dur i ng hour s of 0800 t hr ough 0900, Monday t hr ough Fr i day, pr i or t o commencement of open f l ame wor k. Open f l ame wor k wi l l not begi n wi t hout appr oval of t he COR and per mi ssi on on AF For m 592, open f l ame and wel di ng per mi t or unt i l t he Fi r e Depar t ment ar r i ves at wor k s i t e i f r equi r ed.

1. 21. 4 Bar r i cades/ War ni ng Li ght s

Al l excavat ed wor k ar ea wi l l be pr ovi ded wi t h bar r i cades and war ni ng l i ght s:

a. Bar r i cades shal l be at l east 36 i nches ( 900 mm) hi gh and wi l l nor mal l y be st r i ped wi t h yel l ow on bl ack. Bar r i cades used at ni ght must be r ef l ect i ve.

b. Suf f i c i ent yel l ow f l asher s or el ect r i c l amps shal l be used at ni ght t o mar k excavat i ons and ar eas cl osed t o t r af f i c .

1. 21. 5 Typhoon and St or m Pr epar at i ons

I n or der t o mi ni mi ze damage t o publ i c pr oper t i es and pr event per sonal i nj ur y, t he f ol l owi ng act i ons wi l l be t aken upon decl ar at i on of t he t yphoon condi t i ons descr i bed bel ow. The Cont r act or shal l i nsur e t hat t he const r uct i on s i t es ar e wel l pr epar ed f or pr ot ect i on f r om t he danger s of heavy r ai n and st r ong wi nds. The Cont r act or wi l l devel op and est abl i sh t he necessar y pr ocedur es t o be t aken f or st or m pr epar at i on and pr ovi de i n hi s/ her Acci dent Pr event i on Pl an, Par t I , emer gency phone number s and

SECTI ON 01 00 00 Page 8 addr esses wher e at l east t hr ee ( 3) of f i c i al s of t he company may be r eached and not i f i ed i n t he event t hat an i mmedi at e t yphoon al er t i s decl ar ed.

a. Typhoon Condi t i on 3: When CONDI TI ON THREE ( Dest r uct i ve wi nds possi bl e wi t hi n 48 hour s) i s decl ar ed, t he Cont r act or shal l :

( 1) Cl ean and r emove al l l oose debr i s and wast e i ncl udi ng scr ap wood and met al , empt y bar r el s and concr et e f or m mat er i al s no l onger r equi r ed on t he j ob s i t e, t o a saf e ar ea f or pr oper di sposi t i on.

( 2) Secur e, t i e down and anchor const r uct i on f i el d of f i ce and st or age f aci l i t i es, scaf f ol di ng, concr et e f or ms and suppor t s, door s, wi ndows, openi ng cover s, st or ed l umber and ot her mat er i al s, mechani zed const r uct i on equi pment , t empor ar y power l i ne and suppor t s, and ot her i t ems t hat may be bl own away or t hat mi ght cause i nj ur y or damage.

( 3) I nspect al l excavat i on and t r enchi ng wor k i n pr ocess, and pr ovi de necessar y t empor ar y dr ai nage and pr oper pr ot ect i on and shor i ng f or excavat i on s i des and openi ngs, i n or der t o pr event damage t o publ i c r oads and f aci l i t i es by s l i des or f l oodi ng. Accumul at i on of wat er i n t he excavat i on of st r uct ur e f oundat i on wor k wi l l be cont r ol l ed and mi ni mi zed.

b. Typhoon Condi t i on 2: When CONDI TI ON TWO ( Dest r uct i ve Wi nds ant i c i pat ed wi t hi n 24 hour s) , i s decl ar ed, t he wor k r equi r ed at r emot e ar eas such as of f - shor e f aci l i t i es or hi gh el evat i ons wi l l cease i mmedi at el y and t he wor ker s wi l l be evacuat ed t o a saf e ar ea. Dur i ng condi t i on t wo, t he cont r act or wi l l cont i nue t he act i ons descr i bed i n par agr aph a.

above and t he const r uct i on s i t e wi l l be i nspect ed f or st or m pr epar at i on by t he COR. The cont r act or shal l r equest an i nspect i on by cal l i ng t he COR.

c. Typhoon Condi t i on 1: When CONDI TI ON ONE ( Dest r uct i ve wi nds i mmi nent or ant i c i pat ed wi t hi n 12 hour s) i s decl ar ed al l wor k wi l l cease i mmedi at el y and t he cont r act or ' s r epr esent at i ve shal l i nsur e t hat al l necessar y st or m pr epar at i ons, i ncl udi ng t he i t ems l i s t ed bel ow, ar e compl et ed.

( 1) Al l el ect r i cal c i r cui t s and equi pment i ncl udi ng t empor ar y power l i nes ar e cut of f and secur ed agai nst unaut hor i zed use.

( 2) Gas cyl i nder s, hot wor k equi pment and f l ammabl e mat er i al s ar e pr oper l y st or ed at a saf e ar ea.

( 3) Gas cyl i nder s, hot wor k equi pment and f l ammabl e mat er i al s ar e pr oper l y st or ed at a saf e ar ea.

( 4) Al l wor ker s have been evacuat ed f r om t he const r uct i on s i t e.

When Condi t i on 1 i s decl ar ed wi t hout t he nor mal pr ogr essi on t hr ough Condi t i on 3 and/ or 2, t he Cont r act or wi l l t ake t he act i ons l i s t ed i n par agr aph a. above, and al so f ol l ow t he pr ocedur es descr i bed her ei n.

d. Hi gh Wi nd War ni ngs: When wi nd gust s of 30 knot s per hour or gr eat er ar e f or ecast , t he cont r act or wi l l be r equi r ed t o per f or m gener al ar ea cl eanup i n accor dance wi t h par a. a. 1. and a. 2. above; i . e. , t o bundl e and secur el y t i e or secur el y cover and wei ght smal l wooden i t ems, t o r emove and secur e l i ght wei ght bar r i cades and t o r emove l oose mat er i al

SECTI ON 01 00 00 Page 9 f r om r oof s and ot her hi gh unpr ot ect ed ar eas.

e. I nvest i gat i on of Typhoon Damages: When " ALL CLEAR" i s decl ar ed, t he cont r act or may r esume nor mal act i v i t i es. The const r uct i on s i t e wi l l be i nvest i gat ed f or al l damage caused by t he t yphoon or hi gh wi nds and t he r esul t of t he i nvest i gat i on wi l l be f ur ni shed i n ver bal or wr i t t en f or m t o t he COR as soon as pr act i cabl e.

1. 21. 6 Secur i t y f or Exi st i ng Bui l di ng

The exi st i ng bui l di ng and t hei r cont ent s shal l be kept secur e at al l t i mes and t he cont r act or shal l pr ovi de t empor ar y c l osur es as r equi r ed t o mai nt ai n secur i t y as di r ect ed by t he Cont r act i ng Of f i cer .

1. 22 FI NAL/ BOD I NSPECTI ON

Fi nal / BOD i nspect i on wi l l be conduct ed Monday t hr ough Fr i day onl y, bet ween t he hour s of 0800 and 1600. The Gover nment wi l l per f or m t he i nspect i on wi t hi n 48 hour s af t er t he Cont r act or ' s wr i t t en r equest . Fi nal / BOD i nspect i ons f al l i ng on t he U. S. l egal hol i day or weekend wi l l be post poned t o t he f ol l owi ng wor k day. Ext ensi ons due t he U. S. l egal hol i days wi l l not be consi der ed as par t of t he per f or mance per i od.

1. 23 CONSTRUCTI ON SI GN

The const r uct i on s i gn shal l be pr ovi ded and post ed by t he Cont r act or .

Col or s shal l compl y wi t h t he Base st andar d. The l ocat i on shal l be coor di nat ed wi t h t he t echni cal i nspect or .

PART 2 PRODUCTS

2. 1 LAPTOP COMPUTER

Pr ovi de one ( 1) l apt op comput er . Lapt op comput er shal l suppor t t he l at est Wi ndows Pr of essi onal oper at i ng syst em. Lapt op comput er shal l have 16 GB memor y, 2400 MHz speed, t wo ( 2) Thunder bol t USB Type- C por t s, t wo ( 2) USB Type- C por t s, one ( 1) headset por t , one ( 1) 1 TB sol i d st at e dr i ve, one ( 1) mi cr oSD- car d r eader , 15. 6- i nch di spl ay, camer a, and t ouchpad.

Accessor i es f or l apt op shal l i ncl ude a USB 10- key keypad, ext er nal USB DVD +/ - RW opt i cal dr i ve, and USB- C mobi l e adapt er .

PART 3 EXECUTI ON

Not Used

- - End of Sect i on - -

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FINISH CARPENTRY

08/16, CHG 2: 11/18

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)

ALSC PS 20 (2015) American Softwood Lumber Standard

ASME INTERNATIONAL (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws

ASME B18.2.2 (2022) Nuts for General Applications:

Machine Screw Nuts, and Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.6.1 (2016) Wood Screws (Inch Series)

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

AWPA U1 (2021) Use Category System: User Specification for Treated Wood

APA - THE ENGINEERED WOOD ASSOCIATION (APA)

APA L870 (2010) Voluntary Product Standard, PS 1-09, Structural Plywood

ASTM INTERNATIONAL (ASTM)

ASTM F547 (2017) Standard Terminology of Nails for Use with Wood and Wood-Base Materials

JAPANESE ARCHITECTURAL STANDARDS SPECIFICATIONS (JASS)

JASS 11 (2005) Wood Works

JASS 16 (2008) Doors, Windows and Shutter Work

JAPANESE INDUSTRIAL STANDARDS (JIS)

JIS A 5508 (2009) Nails

JIS B 1135 (1995) Slotted Head Wood Screws

NATIONAL HARDWOOD LUMBER ASSOCIATION (NHLA)

NHLA Rules (2015) Rules for the Measurement &

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Inspection of Hardwood & Cypress

NORTHEASTERN LUMBER MANUFACTURERS ASSOCIATION (NELMA)

NELMA Grading Rules (2013) Standard Grading Rules for Northeastern Lumber

SOUTHERN PINE INSPECTION BUREAU (SPIB)

SPIB 1003 (2014) Standard Grading Rules for Southern Pine Lumber

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings

WEST COAST LUMBER INSPECTION BUREAU (WCLIB)

WCLIB 17 (2015) Standard Grading Rules

WESTERN WOOD PRODUCTS ASSOCIATION (WWPA)

WWPA G-5 (2017) Western Lumber Grading Rules

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

WDMA I.S.4 (2015A) Preservative Treatment for Millwork

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detail Drawings Indicating All Wood Assemblies; G

SD-03 Product Data

Wood Products; G

Treated Wood Products; G

Fascias and Trim; G

Hardware and Accessories; G

SD-04 Samples

Samples; G

SD-07 Certificates

Certificates of Grade; G

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1.3 DETAIL DRAWINGS

Submit detail drawings indicating all wood assemblies proposed for use in the project. Indicate materials, species, grade, density, grain, finish details of construction, location of use in the project, finishes, types, method and arrangement of fasteners, and installation details. This includes all fabricated assemblies.

1.4 PRODUCT DATA

Submit Manufacturers printed data including proposed species, grade, density grain, and finish as applicable; sufficient to demonstrate compliance with this specification for each type of wood product specified. For treated wood products also provide documentation of environmentally safe preservatives for each type of wood product specified.

Provide Manufacturers printed data for hardware and all wood accessories including but not limited to edge banding, adhesives, and sealers.

1.5 SAMPLES

Samples indicating proposed species, grade, density grain, and finish for each type of wood product specified. Provide samples of accessories.

Provide samples of sufficient size to show pattern and color ranges of proposed products.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver wood products to the jobsite in an undamaged condition. Stack materials to ensure ventilation and drainage. Protect against dampness before and after delivery. Store materials under cover in a well ventilated enclosure and protect against extreme changes in temperature and humidity. Keep materials wrapped and separated from off-gassing materials (such as drying paints and adhesives). Do not use materials that have visible moisture or biological growth. Do not store products in building until wet trade materials are dry and humidity of the space is within wood manufacturer's tolerance limits for storage.

1.7 QUALITY ASSURANCE

1.7.1 Certifications

1.7.1.1 Certified Wood Grades

Provide certificates of grade from the grading agency on graded but unmarked lumber or plywood attesting that materials meet the grade requirements specified herein.

1.7.1.2 Indoor Air Quality Certifications

1.7.1.2.1 Adhesives and Sealants

Provide products certified to meet indoor air quality requirements by UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold or provide certification or validation by other third-party programs that products meet the requirements of this Section. Provide current product certification documentation from certification body. When product does not have certification, provide validation that product meets the indoor air quality product requirements cited herein.

SECTION 06 20 00 Page 3

1.7.2 Lumber

Identify each piece or each bundle of lumber, millwork, and trim by the grade mark of a recognized association or independent inspection agency certified by the Board of Review of the ALSC, JASS 11 , or JASS 16 to grade the species.

1.7.3 Plywood

Provide each sheet of plywood with the mark of a recognized association or independent inspection agency that maintains continuing control over the quality of the plywood. Marks must identify plywood by species group or span rating, exposure durability classification, grade, and compliance with APA L870 , JASS 11 or JASS 16 .

1.7.4 Pressure Treated Lumber and Plywood

Inspect each treated piece in accordance with AWPA U1 or JASS 11 .

1.7.5 Non-Pressure Treated Woodwork and Millwork

Mark, stamp, or label to indicate compliance with WDMA I.S.4 or JASS 11 .

PART 2 PRODUCTS

2.1 WOOD PRODUCTS

2.1.1 Sizes and Patterns of Wood Products

Provide yard and board lumber sizes in accordance with ALSC PS 20 or JASS 11 . Provide shaped lumber and millwork in the patterns indicated and in standard patterns of the association covering the species. Size references, unless otherwise specified, are nominal sizes. Provide actual sizes within manufacturing tolerances allowed by the applicable standard.

2.1.2 Species and Grades

Provide in accordance with AWPA U1 Use Category System Tables unless otherwise specified herein or as indicated on the drawings .

2.1.3 Trim, Finish, and Frames

Provide species and grades listed in the table below for wood materials that must be painted. For materials that must be stained, have a natural, or a transparent finish, provide materials one grade higher than those listed in the table below white ash, Grade A or better (no knot) as indicated on the drawings . Provide trim, except window stools and aprons with hollow backs.

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TABLE OF GRADES FOR WOOD TO RECEIVE PAINT FINISH

Grading Rules Species Exterior and Interior Trim, Finish, and Frames

WWPA G-5 standard grading rules

Aspen, Douglas Fir-Larch, Douglas Fir South, Engelmann Spruce-Lodgepole Pine, Engelmann Spruce, Hem-Fir, Idaho White Pine, Lodgepole Pine, Mountain Hemlock, Mountain Hemlock-Hem-Fir, Ponderosa Pine-Sugar Pine, (Ponderosa Pine-Lodgepole Pine,) White Woods, (Western Woods,) Western Cedars, Western Hemlock or Maple "Shina Beniya" or Spruce

All Species: C & BTR. Select (Choice & BTR Idaho White Pine) or Superior Finish.

WCLIB 17 standard grading rules or

JASS 11

Douglas Fir-Larch, Hem-Fir, Mountain Hemlock, Sitka Spruce, Western Hemlock

All Species: C & BTR VG, except A for Western Red Cedar

SPIB 1003 standard grading rules or

JASS 11

Southern Pine C & BTR

NELMA Grading Rules standard grading rules or JASS 11 **

Eastern Hemlock-Tamarack, Eastern Spruce, Eastern White Pine, Northern Pine, Northern Pine, Northern White Cedar

All Species: C-Select except C & BTR for Eastern White Pine and Norway Pine

NHLA Rules Cypress B Finish

Note: ** http://www.nelma.org/library/2013-standard-grading-rules-for-northeastern-lumber/

2.1.4 Utility Shelving

Provide utility shelving in a suitable species equal to or exceeding the requirements of No. 3 common white fir under WWPA G-5, 25 mm thick; or plywood, interior type, Grade A-B, 13 mm thick, any species group.

2.1.5 Softwood Plywood

Provide in accordance with APA L870 . When located on the interior of buildings, provide products with no added urea-formaldehyde resins.

a. Plywood for Shelving: Interior type, A-B Grade, any species group.

b. Plywood for Countertops: Exterior type, A-C Grade.

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2.2 FASCIAS AND TRIM

2.2.1 Wood

Provide species and grades for all fascia and trim, including exterior door and window casings, in accordance with AWPA U1 Use Category System Tables or as indicated on the drawings . Provide sizes indicated. Metal corners may be provided in lieu of wood corner boards for horizontal siding. If metal corners are used, provide galvanized steel or aluminum, completely coated with primer compatible for the specific metal substrate.

2.3 MOISTURE CONTENT OF WOOD PRODUCTS

Air dry or kiln dry lumber. Kiln dry treated lumber after treatment.

Maximum moisture content of wood products at time of delivery to the jobsite, and when installed, must be as follows:

a. Interior Finish Lumber, Trim, and Millwork: 25 mm or Less in Thickness: 12 percent on 85 percent of the pieces and 15 percent on remainder.

b. Exterior Treated and Untreated Finish Lumber and Trim: 89 mm or Less in Thickness: 19 percent.

c. Provide moisture content of other materials in accordance with the applicable standards.

2.4 PRESERVATIVE TREATMENT OF WOOD PRODUCTS

2.4.1 Non-Pressure Treatment

Treat woodwork and millwork, such as cabinets, exterior trim, door trim, and window trim, in accordance with WDMA I.S.4 or JASS 11 and JASS 16 , with either 2 percent copper napthenate, 3 percent zinc napthenate, or 1.8 percent copper-8-quinolinolate. Provide a liberal brush coat of preservative treatment to field cuts and holes.

2.4.2 Pressure Treatment

Treat lumber and plywood used on the exterior of buildings with a waterborne preservative listed in AWPA U1 or JASS 11 (P series is included therein by reference) as applicable, and inspected in accordance with AWPA U1 or JASS 11 . Identify treatment on each piece of material by the quality mark of an agency accredited by the Board of Review of the American Lumber Standards Committee.

2.5 HARDWARE AND ACCESSORIES

Provide sizes, types, and spacings of hardware and accessories as recommended in writing by the wood product manufacturer, except as otherwise specified.

2.5.1 Wood Screws

ASME B18.6.1 , JASS 11 or JIS B 1135 .

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2.5.2 Bolts, Nuts, Lag Screws, and Studs

ASME B18.2.1 , ASME B18.2.2 , and JASS 11 .

2.5.3 Nails

Use nails of a size and type best suited for each application and in accordance with ASTM F547, JASS 11 and JIS A 5508 . Use hot-dipped galvanized or aluminum nails for exterior applications. For siding, provide nails of sufficient length to extend 40 mm into supports, including wood sheathing over framing. Where nailing is impractical, provide screws of a size and type best suited for each application.

2.5.4 Closet Hanger Rods

Chromium plated steel rods, not less than 25 mm diameter by 1.3 mm thick.

Provide intermediate support brackets for rods more than 1200 mm long.

PART 3 EXECUTION

Do not install building construction materials that show visual evidence of biological growth.

3.1 FINISH WORK

Apply primer to finish work before installing work to be painted. Where practicable, shop assemble and finish millwork items. Construct joints tight and in a manner to conceal shrinkage but to avoid cupping, twisting and warping after installation. Miter trim and mouldings at exterior angles; cope at interior angles and at returns. Provide millwork and trim in maximum practical lengths. Fasten finish work with finish nails.

Provide blind nailing where practicable. Set face nails for putty stopping.

3.1.1 Exterior Finish Work

Machine sand exposed flat members and square edges. Machine finish semi-exposed surfaces. Construct joints to exclude water. In addition to nailing, glue joints with waterproof glue as necessary for weather resistant construction. Evenly distribute end joints in built-up members. Provide shoulder joints in flat work. Reinforce backs of wide-faced miters with metal rings and waterproof glue. Unless otherwise indicated, provide fascia and other flat members 19 mm thick minimum.

Provide braced, blocked, and rigidly anchored cornices for support and protection of vertical joints. Align joints of plywood over centerlines of supports. Back prime all concealed surfaces of exterior trim.

3.1.2 Interior Finish Work

After installation, sand exposed surfaces smooth. Provide window and door trim in single lengths.

3.1.3 Door and Window Frames

Fabricate door and window frames with mitered, finger-joint boxed corners. Set plumb and square. Provide solid blocking at not more than 400 mm on center for each jamb. Position blocking to occur behind hinges and lock strikes. Double wedge frames and fasten with finish nails. Set nails for putty stopping.

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3.1.4 Bases

Provide flat member with a moulded top. Fasten base to framing or to grounds. Set one-piece wood base after finish flooring is in place.

3.1.5 Interior Finish Railings

Provide railings with straight runs that follow the slope of the stairs and have smooth curved turns. Return railing profile at ends and secure joints with bolts and nuts in accordance with structural load requirements for railings. Secure railings to post and newels with concealed anchors.

Support wall rails on metal brackets spaced near ends and at not more than 1500 mm on center.

3.2 SHELVING

Support 25 mm nominal thick wood shelf material or 19 or 20 mm thick plywood shelf material with end and intermediate supports arranged to prevent buckling and sagging. Provide hook strips 25 mm by 100 mm nominal and cleats. Provide cleats except where hook strips are specified or indicated.

3.2.1 Room Closets

Provide one shelf 285 mm wide. Provide full length metal clothes hanger rods unless indicated otherwise.

3.3 CLOTHES HANGER RODS

Provide clothes hanger rods where indicated and in closets having hook strips.