Free Proposed Findings of Uncontroverted Fact - District Court of Federal Claims - federal

Case 1:04-cv-00473-MBH

Document 46-4

Filed 01/28/2005

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SECTION 01400- QUALITY REOU|REMENTS PART 't GENERAL SECTION INCLUDES References slandards. and B. Con~-eI ins~itafion. of 1.2 RELATED SECTIONS A~Sec~on 01000-GeneralRequirements 1.3 REFERENCES STANDARDS AND

PART2 PRODUCTSNOTUSED

3,1 CONTROL tNSTALLATION OF Moniler qualily controloversuppliers, manufa~urers, produc~s, se,,-cices,site conditions, and workmanship, produce of speciS~d to Work qual~y. B. C. Compfy manufacturers' wi~h instz~Jc~ions, including each stepin aequence. Should manufaclurers'instructions canf~ic~ vidh Contract Docuroen~s, r~queal clafiic~tiDnfrom Con~clingO~cer before proceeding.

workma~hip.

Case 1:04-cv-00473-MBH

Document 46-4

Filed 01/28/2005
Coo~ct Nur~.bcr F48608-0

Page 2 of 13

F-

Have Work performedby personsqualified to produce required andspecified quality.

G,

Secureproduc~sinpl~cewilhpos~veanchoregede~cesorsyslemdesigned~ndsizedto withslandstresses, v~ra~ion,physicaldistortion, anddisfigurement.

H. ContractorLs responsiblefor quality control, 3.2 DEFECT ASSESSMENT A. ReplaceWork portions of the Work or not conforminglo specified requ}remenLs. B. If, in the opinionof the Contr'~ctlngOfficer, it is not pra~calt~ remove replacethe Work, and the Contracting O~fice~will direct an appropria[eremedy adjus! payment. or

END OF SEC~ON

QUALITYREQUIREMENTS

01400-20

Case 1:04-cv-00473-MBH

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SECTION {]~700 - EXECUTION REQUIREMENTS PART GENER,~L 1 1.1 SECTION INCLUDES A. Examination, preparalion, genera~ and installation procedures.

1.2 RELATED SECT)ONS A. Sec~on 01000 GeneralRequkemer~|s. PROJECT CONDFrlONS

C. Cuordinate comp/e~ion dean-up work. and of PART PRODUCTS 2 (NOT USED} PART EXECUTION 3 3,1 EXAMINATION

Prior Io Roofing:Examine exis~ng cendi~ions 1o c~mmencing inctudingelement~ pdor wor~, subjecl lo damage move~enl or cluing Ro~ng. un~vedng ~er exisfing wo~, aseess cond~ions arising peEo~ance work. Beginning roofing means of of acceptance existing o~ 3.2 PREPARATION Cut, move, remove or itemsas necesseO, eccgss roofing work.Replace ras|oreal for le and cemplelion,

EXECUTION REQUIREMENTS

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C.

Solicitullon Number F48608-0 Coatrac~: NumberF4860~-01-D-O008 We~er openings ~n exterior su~ lo pro~ect exis~ng faci~i~ and salvage ~ems from weather and exl~em~ of lemp~re and humidify.

D. Prepare suffac~ [or prop~ insla~alion of new 3.3 GENE~L INSTanT]ON REQUIREME~S

Inslal[ Produc~ speciSed i~dMdual as in sec~ons. new Work abuts or aligns ~ exis~g, pedo~a smoo(hand even ~ansilion. 3.4 PROGRESS CLONING ord~y ~ndi[ien.

END OF SECTION

EXECUTION REQUIREMENTS

01700-22

25

Case 1:04-cv-00473-MBH

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PART1 GENERAL SECTION INCLUDES Granular surfaced asphatl shingle roofing. B. Ice dam protection,moislure shedding undeflayment, e-ave,valley, andddge protection.

RELATED SECTIONS A. SedJon 07620 Sheel MetalF~ashing, andAccessories. Tdm, Section 07631 GuttersandDownspouts. -

"'~~~Clsss

A ~phall G~nul~.

Shingles

Surfaced

w~ Mine~

G~nules.

lim~tations. (ShingleSubm~ #1~

Submi~l~3) (5hingi~ Submit1 ~)

0170023

Case 1:04-cv-00473-MBH
GHHN 01-1004

Document 46-4

RoofRequi~ernenL~ ConLract

Filed 01/28/2005 Wyom{ng 6 of 13 Page F.E. W~rrenAFB,
SoUc~o~ Num~ F4B6OS-OI-E~00!

F.

Warmn~Wa~nty Ced~fi~es sha]~ be subm~to ~nit~ate a material ~n~ of not t~s ~an ~en~ (20} yea~ to include a five (5) ~r ~nd wa~n~, and a labor war~n~y ot not less ~han

~

A.

~to applicable code rot shingle ~es speci~ed.

PART 2 PRODUCTS ., 2.~'~"~-AS PH~'~HI N GLES >

~..,..-:~

e 6 E,q.~ 762~0- Sheet Metal Flashing, Trim, and Accessories.

for e~ch~ypeof roofing used.

EXECUTION REQUIREMENTS

27

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simi{ar headed screws.Spews shahconfeiTnto ~e appllcable requirernen,',~ {:)f Federal Spec~cagon FF-N-'I05and shall be sGBndard type, of suffirJen! length lo penetrate througha minimum 75% the roof sheathing thickness. of of S,~.pies: Standard wire shingle zinc coatedsleel ~ype,of su~ciontlength to penetrate through a minimum 75% the roof sheathing thickness. Staples sha)~ not be usedfor o! of appiicagea eaphall shingles w/th out written consentfromthe manufacturer, of Civil Engineering, and the Contacting o~cer. Plastic Cement ASTM 2822, type 11, asphall type with mineral ~ber components, D flee of toxic solvents.

E.

Sheathing: APA,veneer grade CDX e~,edor pl~wood. Thicknessto matchexisting.

roof openingsare correctly f~med.

~~
~~Lo~-the-b~3"~ing

c=,e.~--ar~, of ridges,v,~arp or voids. free s,

sha~

be

complelely

removed.

E.xisling

roof

sheathing shall be re-nailed where required. Thecontractor shall thsta]l base~sph~ltfell to provide protection agaths~ weather. the

"~ aifR~'~"~maged

maledat

Remove adjacenl

undamaged material

to include

an area

Replacedamaged sheathingwhererequires~ to increase the structural capacity for the ~1~'~3£/~l~'l~'R~p~ac.,~.~j~h similar th~kneas of CDX plywead. INSTALLATION - EAVE {ICE DAM) PROTECTION~ ~..[...~= ,) Place eaveedgeand gabl~.~ge-met~I'ffEshings tlghl with fa¢ia boardsin con.lunct~on -~ >'~.--~v~g~pr~x:L~ures ou~tthed in Section 07B20. , EXECUTION REQUIREMENTS o17o0-2e

Case 1:04-cv-00473-MBH
GHHN 01-1004

Document 46-4

RoofRequirements Contract

Filed 01/28/2005

F.E. WarrenAFB, Wyoming

Page 8 of 13

~

B. C.

Con~ctN~b~r F48608-OI-D-O008 ~ply approvedeave (i~ dam) protection in a~rdancewi~ manufac{ur~'sinst~ctions. ~ta~ ~v~c~e~r~e minimum 2' (609 ram) up-s~ope beyond ~nledor e~edor wail ~. face

~~u~rer

Place one ply of No. ~0 felt underla~ent ov~ ~e ~re roof ar~ as re,remandedby ~hd approwd by Civil ~gineedng and ~e Conl~c~ng o~cer. The undeflaymentshall be secured using approvednails spaceda m~mum 24" of bo~on~lly and in a pa~em and spacing approved by the Con~acling O~r. B. Felt undeda~ent shall be sealed ~ta~ghl ta ~e top of ~e metal edgeflashing or eave (ice dam) protac6 ~n~ ati eave and gable edges. Wea~erlap and seal - ~l~ ~~cUng ~rough or mounted on roo~.

~~11 be dele~in~ ~lding by building basis, and ~ti be e~lain ed th ~e De~ve~Ord~. ~ough one of the following me,ads ~hall be used ~e ma]~fi~ of Ihe time. 1. Ptace onelayer of sheet metal flashings in accordance with Section 07620.

3. thstail cth..s~thod involves the instaltalJon over top of the ey flashing , 3.7 tNS'I~.E~.L~TION - ASPHALTSHINGLESJ

of the asphalt shingte system

B.

thstall taT~rerr

"

"

"

Project first courseof shingles 3/4 inch (19 ram) beyond fascia boards¯The6rst course of shinglesshall be hand sealedto the top of the starter rowshingles. Replace andridge capswith a material simtiar to that whichwasoriginally in place. Shingle hip method shall follow manufacturer's instructions for maintainingweaLher exposure requirements. Ensurethe shingle nailing procedureallows no exposed na~son the completed roof. Coordinate installation of roof mounled components workprojecting throughroof with or wealhertight placement counter lleshings. of F. Complele installation to provideweather tight service.

SHINGLE WORK DURING WINTER EXCLUSION

EXECbTION REQUIREMENTS

01700-26

Case 1:04-cv-00473-MBH

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If the Contracting O~cer, his/herauthorized or representative, permits Conlractor the ~o asphal~ shing{,~s during winter the e.xclusi'~r,period, Contrautor hand the shall the direc~on the Contra~ng of Officer. Thishand sealingworkshall beaccomplished nocos~ at 3.9 PROTECTION FINISHEDWORK OF A. Do permit not ks=fileoverfinished aur'~ace. roof

ENDOF SECTION

EXECUT(ON REQUtF~EMENTS

3O

Case 1:04-cv-00473-MBH GHHN 01-1004

Document 46-4

Filed 01/28/2005

Page 10 of 13

SECTION 07320 ROO'FING TILES

PART1GENERAL 1.1 SECTION INCLUDES A. B. C. 1,2 Formed clay roofing thee, Underi~yl"nenL eave,valley, ridge prolectJon,andnailers. Slale tile,

RELATEDSECTIONS A. B. Section 07620- SheetMetal Fiashlng, Trim, and Accessories. Section 07631- Gutters and Downspouts.

1.3

REFERENCES

B..

ASTM D225- Asphalt-Saturated OrganicFelt Usedin Roofing and Waterproofing.

B. C.

ProductDa~;Provide61e propeflJes, configurations, specie{ shapes,andsecuring methods.(Tile Submittml ~} Samptes: Submiltwo tile units, of eachlile type ~us~ratthg color, surface5nish and texture, tile configuration. 03ie Submi~al #7) warranty. (T]{e Submittal#8)

i.5

QUALITY ASSURANCE ,a,. Manufacturer:,Company specializing in manufacluring Productsspech3ed this the in section with minimum three years documented experience, (T~te Subrni~'al Installer:. Company specializthg in performingthe workof this section wiih minimum three years documented experience. 03Ie Installer #10)

B.

1.6

REGULATORYREQUIREMENTS A. Conform applicablecodefor roofing malerials specified. to 01700-28

EXECUTION REQUIREMENTS

31

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1.7

DELIVERY, STORAGE, PROTECTION AND A. Accep! onsiIe in packaging, lila thspeclfor damage.

1.8

WARRANTY Warranty Caditi(::ates shall besubrntlled indicaled this sedion, 1.4, paragraph as in pod D, to initiaie a mo{eda] warranly hal lessthanFifteen(15} years, a laborwarranty of and of no~ thantv~o years. less (2}

PART2 PRODUCTS MANUFACTURER Field shall ordered matches o_~dst~ng Bad I~e be th~i the s~ylo ~lor asdescribed Sec~on A or a productwill b~ provided is equalto ~e des~ibed ~e 22 ~at ~le. shaII be approvedby ~e Con~ng O~cerbefo~ instalblion. A sugg~ledsource LudowJcl~e/~don 47~~le PIll Rood, Inc., P.O. Box69, New Lexington, OH 43764. 2,2 TI~ MATERI~S A. Clay T~e: Fren~S~le; ~ 6-l(4 In~ x 9 in~es (412 x ~8 ~) nominals~; achieve holesbefo~ firing; specialshapes $uil ~liey, ridge, ~ke,eave. other to and

SHEETMATERIALS A. B. Eave Darn) (Ice Protection: STIvlD226, 30, non-per/ore.ted A No. ssphal( saturated felts. Underlayment D22.6,No.3Dnon-pefforalod ASTM asphall saturated lelis.

FLASHINGS A, 2,5 MelalFlashings: FIoshthgs shall beof 16oz copper, unless otherwise direclodby Civil

ACCESSORIES A. Plasli¢ Cemenl: D~I586; ASTM osphalltype wi~hmineralfiber csmponenls, of toxic free 01700-29

~CUTIONREQUIREMENTS

32

Case 1:04-cv-00473-MBH
GHHN 01-1004

Document 46-4

Filed 01/28/2005

Page 12 of 13

Sollcil~t~o~Nu,-nb**r F48608-0 I-P~-000 Correct NumberF48608-01-D-0008

Wood Battens: 1-1/2 inches x 2 inch (38 x 50 ram) So~wood s~rips, at eaves. Hips cant and ridges shall have1" (25 mm) wood str/ngers for properheight alignment Hip Roll of andRidge. ,~l other matefiats ehatl be ~nsta/tedin accordance manufacturer's with insl~ct~ons

PAR"i" 3 EXECUTION 3.1 EXAMINATION A. B. C. D. 3.2 VerEy [hat rcof penelrations are in place and gashed decksurface. to Ver~, r~of openings carrectJy framed are pdorto inst~lling workof this section. Madly lhat deckis of su~icient thickness to accept fasteners. Verify decksurfacesare dry, unfrozen, flee of ddgP-s,warps, or voids.

PREPARATION Exfst/ng roof gle surroundingthe damaged shatt be protected from breakage. area Undamaged shall be turned over lo the GovemmenL t~es

3,3"

3.4

mm).

3.5

EXECUTION REQUIPJEMENTS ]~ge ~o of. Sa r~,f-r ~ m .~

33

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Rash seal workpro.ie~ng and through mounled roof/rig with plastic cemenl, or on weather 8ght. 3.6 CLAY TILE IN STALLATIONENTIRE REROOF Inslall all tile accordance manufacturer's in with insS'uclJoes details. Appticet~en and is not permitledwhen ~mperature below degrees (5 degrees or when the is 40 F C} there is ice, fl"OSt,st~rface moisfare, visibledampness roof. or On the Place wood battens size and of configuration suit tile system in accordance fa anq~ vAlh manufacturer's recommendefJons. C. Projecltile 1-1/2inches ram) {38 beyond of fasciaboards. face

Place square building tile with I~nes parallelwithroof and slope,place filler and closure pieces as required.

G. H.

Comple[e installalJonto provide weather s~rvice. 09ht TheContractor shall walkupon roof b3es app~j4ng by weighllo the bo~omta 4 inches 3 of

3.7

CLAYTILE REMOVFJREFASTEN Remove [iieo, slackgle for placement onroof, andremove and clay back felt wood strips. B. Follow procedures ouUined installation, above, for usingcloy iile that was removed from roof. F~euse clay t~ethat is undamaged. a[~

ENDOF SECTION

EXECIJ3"ION REQUIREMENTS

34