36C25818R0312-009.pdf

ATTACHMENT 08

DRAWINGS part 2 of 3

605-16-601

10 pages

7 June 2018

Loma Linda, California VA Health Care System (605)

Replace Main Storm Water Drain and Vent Piping

CONSTRUCTION

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SUt.lPF'UMPS

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PIPE TRENCH DETAIL

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PUMPED WASTE CONNECTION

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[ SB-3, 4, 5, & 6 DETAILS I

DRAINLINE REPLACEMENT

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Construction and Facilnies Management

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TEMPORARY VENT TERMINATION

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1. All WOOi shall complywtth Iha Callfomle Bulklng Co de 2016 (CBC) and VA Sei smic Design Requirement s H-18-8

2. All drawingsandspecificationsan1consi derad tobeapart oflheContractDoa.Jment s. The Contractor shall be rasponslblelortherevlew endc:oordlnationofall drawtngs and spectncations prlor to the start ofeonstrueaon.My di suepencies thatoocur shallbebrou ght to lheattention oflheStruc:tural Englnea-prior to startofconstructlon110 lhal a darfflcatloncanbel s sued./Vlyworkperformedlnconftld with lho ContradDocumont s or anyc:odo ro qulremootsshal beeorreetedbylheContractor at hl s ownexpenseand at no expense to the Owner.

3. All aymbmand abbraviations u sed onlhe drawing s ara conslderedlobeconstn.octlonstandanla l s raqulrad,theContractorshall notifylheStruduralEnglneer prtortopnx:eedlng wllh lhework..

◄. All dlmensions and lhea�acon<lltlona shanbevertlledby lhocontractor at lhejob 8ilepriottobi d submittal,ttart ofshop drawing s,ttartofconstruclion.end/orfilbrication ofmaterials.

5. Contractotshallpmyi deandberespon8iblelor the protecllonendrepelrof edfa,cant axl sUng surfacasand arae s which may be damsged e s e result of new work.

6. Do not scale drawings. Pr inted dimensions have pl8C8derlce over scaled drawlng s and lafge scaleover small.

7. Typicaldetail s shall applyinoe,ieral eonstruetionunl&s8 specifically detailed.Wllllnlno detail s ara given.

constructlon shellbea s ahownf« slmllarwork..

6. ThoConlrac:IDoa.Jment s end Spocifications roproscnt tho ftni shed structura. They do notlndlcate\hemetho d ol oonstructlon. The contractor shall proville all measlA'e& necassarytoprotactlhestruduraand aafe\yofWOlkmen durtngconslructlon. Such mea sura s shall lndu debut not bellmited to,bradng,shortngklr loa d s dueto eonstrudionaqulpment.atc. Observationvlslt$tolheelte bylheStructuralEngineetshallnotil"ldudeinspectionof lheaboveitem s and doea nol inanywayrelievelhe Contractor of hl s rasponslbllitieslor lhaebove

9. Fortranches«eltCIIY8tiona(5)fivefeet or morain deplh

Into which a peraonl s raqund to descend, lhe Contractor la to obtalnlheneces sarypenntttromthestateof Califomi9,DivisionoflndustriaI 5afety,prior to lhe l s suanceofabull dlngpem11\.

10. Refer to electrk:al,and mechanlcal dra-Mngslor delall s, eondi\ions,plt$,tranchea, depresslons,roofopenlngs, &lee'.'8S, item s to be embedded or attached to stl'Uclural elementa,atc.,not shownonlhaalructural drawlngs.

11. No holes,notches.blockouta,atc.araallowedinatructunll element s unleaa delalledonlha slrucb.nl drawtngs« approvedbylheStructural Englneer.

12.Alllnfomlation atiownonlhe drawlngsnllattvetoexlstlng con<lltions l s glvenas thebestprasentknl7Medgefromplans supplledbylhaowner,butwlthout guaranteeofaoouracy. 'Mlera adualeondltionsoonflld\Jltthttledrawlngs, they shallberaportedtoEnglneer110\hatproperdamlcationmaybeme de.

Mo dification of details of eonstruetion 8hall not be ma de without wrttten approwl of lheStruduralEnglneer.

1.All demolition shallbocarrio d oninsuch a wayea not to damage existing elements which are to be in the fil'li sho d building.

2. Allelementsofthe structurawhlch eratoramslnand which era damaged d..-lng demolillon work shall be raplec:ed at no a d ded eo st.E xi sting elemantstobeproteetedto lhofulest extenl possibletoraducasuch damagetoa mlnlmum.

�--:� � 3. Co.,.. ,holl t.�••"''"'""' ml•l~m28doy

1. All camenl shalloonlormto ASTMC-150,Typal« II

2. FlneandOClllrsea g gregateshallconformto ASTMC-33.

s11'8ng111:

4. COnetetedesi gnmixes shallbeapprovedbylheStndural Engineer.

5. Pladngof allc:oncrele shallbelnspactedbya special 8 lnspector approvedbylhecityto verifythat relnforcing i" ' 6.

s �se::a=:�::i��i:::i�a s

• � shownonplans or a s approvedbytheEnglneer .c ij priorto�ngconcreteendconformtoCBC, section1906A.4.

REINFORCING

1. All reinforcing shall oonfom, to ASTM A-615 apecffica\ions, Grade 60. Wel ded bani 8hall be ASTM A-706. lfJ baf s maybe Gra de 40

2. Relnforelngbars shallbespllced andbenl lnstrlctaccordancewtth lhe draM!g s and detail s end C.R.S. I. publ icat ions. No kinks allowed. All bars shall be dean prior to concroteplaccmont.

3. Provide dowel s of same size and number from a d]acant pour. both vertically and horizootalytomatchtypical reinlorcingsho-,wn.Lap s tobeinaoootdanoewilh the drawtnga and datalls.Dowel s shallbedeaned after pour.

4. U selowhydro genelewode6.E-90{1or gra de60),wel dlngal of ralnforelngbanl.

5. Shopdra-Mngslor rainforcing steel ahallbe submitted to thestructural anglneerklr approval prior to fabrlcallon.

6. Flel d wel dlng«beodingofrelnfotdng l s not pennitted e)((l8f)la s lndlcated onthedrawtng s or ea approvedbytheStructurafEnglneer.

STRUCTURAL. STEEL

1. Slrucll.nl atael shall conform to ASTM Specifications aa noted below and to theAISCSpeclflcaUonalorfabricadon and eradlorr

-AII WF shapes A-992,Grade50 -PipeSediona: A-53,GradeB.

-TubeSectiona: A-500,GradeB.

2. All wel ding shalleorrformtothespecifications oflhaAmeticanWel ding SOcietyand shall be performed bycartifiedwel der s using E70XXelecirodes{U.N.O.) andlheeledrlc

3. Wel d lenglh s calledlor onlheplana ara thenet effectivelenglh raqulred.'Mleraftllat wel d symbol I s given Without Indication of elze, u se minimum alzewekls a s spedfted In AISC Manual of Steel Constructlon.13th E dltlon.

4. All steel exposedto weather shalbehol-dlpped gatvalU&(lafter f8brication.Abra ded area s tobetouehed14>with galvaloy.All tubet and/or plpes shall havewel ded cap platea to aealexpoaedand s.

5. Bolt$8hallconform loASTMA-307 speeifications typically unl88$notedother\trisees H.S.B.

Hi gh stranglh bolts to conform to ASTM A-325SC ( st d.).

6. All structurafSleel shalbelabrlca\edlnlha shop ol a labrlcatorlceosedbythelocalbulldlng departmentand shop drawlng s shallbe submltted to theArchltectklrapproyalprlor lofabrtcation.

7. All fiol d woldlng except tack woldlng, shal bo oontlnuou sly lrospocto d by an approved wel ding lnspedOf.

8. Provldeone shopcoat of palnt onall structural steel notoovere dllltthconcrete,nreproo11ng,masonry orat contad aurfacas at hl gh atrangthbolts.

9. Allcomplelepenetrationgroovewel da conteined injointsand aplicea shellbeteated100'll..

10. Hi gh strengthbofting shallbeconUn1JOUslylnspectedbyanapprovedlnspeclor.

1.All fiel d inatalledeoncreteanehorashallbeapprovedklrthetypeand inatallelion,ror it s application,and materillls.Allbolt s shalhavean approvedlCC researeh raport number

2. Test p0at�nstalled anchor s in concrete shall comply with ledion 1g1JA.7, 2016 CBC. PoaUnstalled anchors ahallbeteslodasfollows:(Hardrockrc=3000pal).

[on.)

112{2"EM8ED.)

5/8 {3--2"EMBED.)

5/8{4"EM8ED.)

314(3--w"EMBED.)

314 (4-w"EMBED.)

WEDGE

(HILTI KS-TZ ICC ESR-1917)

TEST ING TORQUE

(FT-LBS)

HIL Tl HIT-RE 500-SD ADHES IVE ANCHOR ( ICC ESR-2322) ANCHOR, Teat loa d s ara twice the allowable tension loa d per ICC ESR-2322, Table35

DIA

(In.)

#4 REBAR: 112 (3" EMBED.)

#5 REBAR: 518 (3 1/4" EMBED.)

/If!, REBAR: 3/4 (3 1/2" EMBED.)

Mlnlmum ed ge dl stenoeeraaafoflows:

LOAO

(LBS)

j AllcoocreteU.N.0.- 40001111ireg.wl.(145pcf)

� :;rare:.

blocka only shell be u sed to support reil'llon:ing Bott DiBmeter ( d)

}0 � 8. Concrateslab s shallbecuAldbykeepingcontinuouslywet Min. E d ge0istanoe(10 x d) 3-314• 5" 6-114" 7-1/'r 8-112" g for 14 days. No curing ,:;ompound s shall be u sed unles s i approvedbythaStructuralEnglneer. Notas:

� poi.n. lf po s slble. lfnot,removonut and lnstall a threadodcouplor tolhe

10. Provide 3/4" chamfer on al exi:x,sed c:oncrete comer s. same tightnes s a, the ori ginal nut using a torque wrench and apply load.

., 11.c:=�shallbeYlbraledlnplacedurlng placlng of 2.

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��=:-ing .. 13. Drypackshallbe1:3 112Portland oamant to sandwtth a tested,ll lhaanchor l s not restralnedll'om\111ttldrawlngbylhan xture( s).

�. j mwllmum 28 day stranglh of 8000 p si. 4. Test aqulpment (Inclu ding torque wrenches) shall be calibrated by an

14. Groul shallbe1:3:2Portlandccmcnt to sand(NoPoaGraY81) approvedtestlng labonltory lnaoootdenoewtth recognlzedSUlodar dptOCedures.

wtth a mlnlmum 26 day strength of6000 p sl. 5. Tasting shalloa:i.-amlllSTlum of 24 hours after lnslallalionof lhe

ANCHOR BOLTS (Conl\

3. 'Mleninstelling drilled-inartchonland/or pow der drivenpinlinexialing non-p1'911trea sed reinfa'c:ed oonerete, u se cara and caution to aYOiO eu\tlng or damaging \he existing reinforced bars. When Installing themlnto edstingpraatrassadeonCl9\e(pre- or poat-tenaloned)locetethepraatrassad landonabyuslnga non- destrucilvematho d priorto lnstallatlon. E xerel seaxtremecaraand cautlonto avold aittingor demaginglhetandons d...-ing installation. Maintain a minimum dearanceof one inchbe'-1 the ralnfon:lemantand lhe dlllled-inanchor and/orpln

DESIGN LOADS

1. Structure ha s been desi gned In compliance� of the Caifomla Building Co de 2016 edition Volume 2 and VA sei smic Design Requirements H-18-6, 0ctober 1 .2016.

2. SeiamlcDesi gnCl!lfeOD!Y:f,VeryHigh SiteClan=D Qecupe,ncyCl!ltagOry = IV lpz1.5 S s :2.411 Sos:1.607

S1 = 1.104 So1 = 1.104

3. Snowl.oa d: P g = Zero

4. Wind:120 mph(3- second gusl),Expo suraC

TOTAL SHEETS: 2

j � 9. Notify the S1ructural Engineer 48 hours minimum prtorto all 1. Apply proof 1&81 looos to mechaflical enchot9 wilhoul removiog the nut, 1:- 0 t

15. NoPea Gravel Concratami x shallbeUSlld unles s approvadby

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