HomeMy WebLinkAboutB14-0289 CR1 plans approved � 2 3 4
G E N ERAL STRUCTU RAL NOTES e.6x ard larger fiaming members,induding bea�and posts,slyl ba pougys Frc-lardi(DFL)#1 Grade a better. c Na fly ash addiUves may be used in Aalwak or ex[eria canaete.At Mher areas,Ay ash shall be Ilmited m 10%of
DESIGN CRITERIA f. Marimum moisture content at tlme of kistaN a 19%. ��t�ous materiak and shal have a replacemem factor of 1.2 relaWe ta cemenc
L EngMeerM lumber d.Caldum chloride or other chbride salts shaN nat be added ro fresh conaete.
The 2012 edition af the IntertiaGonal Buiding Code QBC)with Gty of Va8(the AuNaily Hav6g 7u�isdktlon)amendmentr(the
BuYNng Cada)was folbwed by Kriott laboratay,LLC(tlre ShucUirol Engineer)in the design of the canpkted project a.I-Jois�and lamYwted V�eer Wmber(LVL)shaN be manufadured by Weyerfweuser Produds w equivalmL �'�0�e��
��an
depkted on the shudural plar�s,de�,and notes(the StnMunl Documents).A1 materials aM worlananshq 6y the builder b.U�Jess noted athe�wtse,"lVL"refers to Weyerlue�uer's"MiaoNam 1.9P 2600Fb producL a.Cald weatl�er caiaetlng procedures sl�al be proNded as remmmended in the AQ°SGndard Spedfiotlm for CoW
w general can0actor(the Cantractw),and any wbtonVactors shaN be in accordance wrth tice aPdirable requirements of the c Urdess noted atherwlse,"P5�"refers ro Weyerhaeuser's"Parapam 2.OE"2900F6 product WOd��C0"Q�^g"(ACI 306).
Buiding Code anA the Structural Documer�.s. d. uNalmt wbstRutbns b.Me�haNdly vibrate freshy placed concre[e.
EQ maY be uGlhed wM�Structual Engineer's approval. c Cast a dowre
ASCE 7 OccupancY�9M'� n e.Engineered lumber products shaN be manufacNred,sh. P�azaund each steel cdumn after Me dead bad of the structure is appNed.
ipped,staed,handled,and installed ppf tlR mynufacturer's d.���or shaN rwt ost foundations,s[em waNs,or repin�g waqs agairnt exavated vertical side wrfaca
Use Grap: R-2 �
Vertd Laads: f.LVL members shal be 2ted Gam contad wRh conaete a wa withat written approval of the Structural Engineer.
sepa by terproof inembrane w precwe treated wood. e.Conaete slabs on rade shaM be bound mntrd'mts ke
A Roof snaw bad= 80 psf 9•Provide loist bloddn9,web stlReners,fltler bbcks,badcer daks,rYn boards,and rim Moddig per the manufacturer's de[aiLs,sudi that tlre endosed area does n�excced 225 square feM aM the spacing doesf rat�ceed 36atlma the
Roof dead bad= 15 psf tofal recannerdations. slab thickness.Keyed joints are required at e�osed edges dui�9 decement;otl�jdMS may be saw cut
Dedc He bad= 60 psf(P,cmunts fa srnw bad on covered deda) 0.Wood�al pineb for wall,fl�oor,and roof sheathing may be naded or svewed m supporting framing mem6ers in f. The canhactor is resyonsble fa detem�nirg when it is safe ro remove formwork mM sharin Fams and
p neb or 9 ��
Deck d�d bad= 12 psf tofal acmrdance wRh Ne Bu'Idng Code,Strudural DaumeMS,and as naRed herein.APA rated adhesiva may ako be i�sed'n must rat be removed uM�Cie cakreM can wppat ks own weight and the aMklpated wperimposed bads.For
adNtim to med�anical f�s if approved by the Shvciural Erigi�ev.Panel edges at shear waMs shaq be hla,lced sopd. (oundyy�,,�,ry�ty�yryy�ires at least 72 hours of aring at a tempnature af at least 50°f or more.There
CONSTRUCiTON GENERAL NOTES a.Panek ro be mntlMwus over hw or rtare spans.Panel end jdMS shaH oaur over fra�rg.Apow 1/8 trh spacpig at sna,b ne�a danwye,disc«nor�,eenecaor�.w drscdaradon d fhe cancrete when Uie fams and slwriiq are stripp�r
1.Material and walmia�Np shal be In aaadance vMh the requiements of the Building Code. Dand ends and 1I8 inch at panel edges�s oU�erwise remmmended by the paneJ manufacturer. away.
2.The fubwtrg gene�al requtemenfs fa mater�s and wa�mansHp apply unless no�d othmvise on the Shuaural b.SheaWo9 Parrek sfwl6e ideMlfled wtth the apprapriate trademark of the M�tan Pryvrood Assodatlon and shal g.Removal of fams and shoring shal be in a¢ordance wiM the Atl"Guide to Famwork far Conaete"(Atl 347).
Documerns or wbsequmt daumer�iswed by IM SWRUraI En9inea. meet the requtremenhs of US.Product Standard P51-07 a APA PRPd08 performance staMards,latest edtlon. Wl�+e concrete must wPP��P�mP�d bads prin to aUaFitS the spedfled deskJ�strergth,rrslare cmvete
3.Periodic crosvuctlon observador�s by the StrucWral Ineer do not cartstriu[e' accortWnce wMh AQ 341.Resharkg shal rat be renwved waxr than 28�days fram the date of paur a uMi
�9 Spedal Inspectims"nor do tl�ey necessarYy e Roof�haaNYg shall be 19132"APA rated,E�OSUre 1,StrucWral p�ywood a O58 sheathing wkh a mNiMum 40I20 mnuete has at�the spedfled design strength•
meet Ne AuUwrity Finving JurisdkUai's requirements far Y�speeia�s.The Contractor B responsble far recdving and Passing span ratn9.Shaathin9 sIW be naded with lOd nails(0148'0 x 3"bn9)@ 6'o.c abrg al wPDo�9 Panel edqes
Me inspections reQuired M'the AuNaBy Having)urisdktion. and 12'o.c in Ndd.tay sheatldng lag dirtttim perpendaiWr to wpporCS aM 9agger panel eM joiMS, h.No mnve[e shal be placed h an ezcavatbn mMairing rater or on frozen grouM.
4.The Contrxtor shal be respor�side far contacting the SVUCWraI Ergr�ea ro schedule s�[e obscvaom vi�ts.The Structural d.Roof sheaMing shal be m�nuous over P��Y��9 members and bebw over-framed areas. 6 Mdiors In Cawete
EngYka reserva the ri�t to perfortn observatlais of the u^9d�9 m�Nxtlon activltY for Wrpo�of veriAcatlon xid r��wp M1aod Franiig Membas a.ArMior rods for dace plata and baarin9 Wates shal be placed wAh settlng tenplatcs.
daamer�qtbn.
5.Product wbstitutioris a changa to the StrucNral DocwnenCS mus[be aPpm'ed M the Struaural Enginee�in writing. a.Buik-�p D�ts and s�padcc shal m�tst of kdividual sh�s naied�wMh(2)rows af 16d rWls @ 8'o.c.along 6.Ancha rods eMedded'n mriaete shal be 0.SiM F1554 Gr.36 with a hooked end.Provide fia[w�hers between m
oeNatlm fran nK Structura�ooa�dces na�mp�y acoe�nce by nie Structwa�Ergincer. eacn uud. and d�Me wrfaca.
6.The Cmtraetar B respor�iEle fa the maans,�,techr�9ues,seQuenca,and pocedures of croshuctlan. b.BuRap b�ms sIW wns'st of YwNidual rt�s rWkA togctlier wkh(2)rows of 16d reis�12"on cmter a bolted ��^andiors and epoxY andars irnfaled h mnaele shal be'Wtl'a"SYrpson R+on9-lk'wkh at least the
1.The Struc4ual Erqieer�m iabity for jo69te safely. flogetl�r wkh i2)rows of 1(2�ch dfame[er balCS spnced at 2Mncles an centa. folOwYS embedmmC W�5 and edge dsflnce:
8.The SNxWral Do�idicate the canPleted strucWre wdh tM dar�eMS F Meir final pos'UOn.ihe CaMroOnr shal �wooa eioadny t 1R"nons= i ilr�x,s•s�y,a�d+•edye�e
a�emde tl�e�ruetural deme��,in the praper sequence ard wi be rapor�6le fa providhg safe and adeqiute ternP�ry a.Prm�ide sofd bbcld'S a�'�9�'P�,�-P�.and Cwm ba�ring batlas contlrxwusly down ro O.�8'�= 3•�,�"W�9.�q•��
�re��n�n m wm�and�bads m w�n me saucn,re may ee wq�aea,hdudhy�erai waas, ra,r�d�a o-�ser e�,��ndtca�ea on me d�e�odar�y s�ze�mam�me�e ar a�e�u,su,a-�d�,«ne� �.3l4'6olGs= 4'erMedme�R,4'spaug,and 4�mye asa�oe
stodmks d malerlalt,and eqtipneM-Tenporary Madn9 shal remain fn plate uMi a15tn�RUrd fraMrg and dmphrag� bearing ara�.Sigle trim Auds bebw headns do not requre mntiMaus dalang.MuMpk trin sWds require
g are in plaoe wMh mru�ectlo�mrtpkted, canhxras bbdug. H.Expantion andnrs for mnaefe shal he'Hi�'Kwik Bak 3 a"Sinp�n'iRai FiD andars,"RedieaC Truhdt Mdwr
9.rne strucUral draxircjs repgad final mndtlax on�y.rne cawact«shai ada all ereata�rramk�g,noks,s�brizer qatg, a novide wid pou a aia�pack m mMcn w�dm a me eeam a neam neafiy batiom in stua wals. «rnna equiraknc proaua peaqxaved M�ne Stnairal Erginec a Recad.
etc as may be r�sxy to oonpty wRh OSIiA reqirar�ents. v.Epnxy anchors far mmMe sIW he'Wtl"HY-21q or'SY�san'SET XP Hgh Strengm Arclartn9 Adl�eWe or atlia
10.9wp diawirgs shal be fumished ro ad re�Ai.wM by the Struchxd Ergiiex belae airy fadiratlai a erectlon ts star0ed. ���t�sfaled over mnuete wals a over sted bea�ra shal be ripped ro matdi the wMth of the cavered eqWvaleM pradaf P�aPP�'�W�Strudiral ErigY�ea af Recad.
The ContratNr shal reuiew ard approve slqD trawiigs prior tu whmittal to tl�e Structurol Engir�er for reriew.Poorly
euecu[ed stap o-awings wr ne rejeded ana shal ne r�Eed ra reuiew at an addAtawl mu m me eamacta. 7.wooa Raminy oepased ro we.nKr,oaweh,eoc
u.shap drawYgs submteed m tAe Struuival En�nea are reiAewed ta qenera�contmnance win tne strumral design.rne a.waod used tar e�osm acmior applotlois shal be motsure s�led uiess a nauva REINFORCING SfEEI GENERAL NOTES
N deov raktaM speda wrn as �j�R�ror
so-ucwral Frgt�eer B na rapo�ble f«d�g numtlUa,am�sias,a moraratiiy wkh aher o-ades eedar n neewood k�. 1.Deming�fabkatlm,and pladny d ranraciny st�shaN 6e in aaaaaMe wim aaY•
12.The Cantracla shal mordnate wih dher trades(archkechra4 med�arool,dectrkal,Mc)for dk�nsion vaiflcalbn and 0.A mat d end sa�r sAal be appfed M the ends d expmed n�embas at som as practlrable after end trfmmtnq, �'�Caiaete"(A4 318),lat.est edRion,and ACPS'Defais and Detai�g N Conaete Reinfacarwk'(AC1315),laaest
notlfY Structu�al Er�of aN dsoepa�s Pria m[a�struUbn ur�less otl�erw6e rqted.Sirfate af manbes shal be fl�l�ed az spedfled e6tion,ard tlie atl�er appi�ade sectio�s d Uie Buidirg Cade.
13.Do ra[uak the Str�cuvd Doa�far dmensions. c Wood bams hearig in a beam podcM at concre0e ar masary vaLs shal bear on a preswre treate!h6 beirring 2.R�^�0�"9 s�,shal mnfam ro AS�M A615.Grade 50,uN�riaeed alherwee
14.The farRractar shal�eriy al6nensior�s m the Struc4ral Doaunents in IM field hWck Rovide UZ'dearance belv�the end d the wood b�m and tlie mnve[e sufxe&ode n shim the sides 3.Whae wdded re�facemaK a defamed bar aidias are iidca0ed m Ne AnKUxal Documents,sted speafladore and
is.me eomr�.mr sna�m�y ttre sm,�wr�er�qneer o�ans�s,coonces,«�eenNea,n�e swcarai af the wood beam wRh prastre treatrd�erW for mlaal stpport oF the 6avn. 'Nd65 shal mMam Go'Shut�rtl WeJ6g C.Ode-Relnforcinq Ste�J'(AWS D1.4,�eda�)M me anerao w�any
Ang
oawn�s and tne trawings ror oma aades«exi�ny mn�ions. d E�ed A.roa poaxts:�akd&�urywoletlea aAerior a wet-servk.e appiwaais ana�«fo mMaa wan �'.use asTM nme where reMoroe�ret s m ne wddea
16.The CoNrxta shal verfp al openigs in floors,rod,vals and bea�wAh the YdiNdul trades and the StrucWrd odrrete,m�asorcY,a 9roimd shal be heated wNh an apprapriate preservaWe n aotadance wMh the maiMacturei's 4.Bar supports shal be pravided'n accordanoe wkh AC1315,ktat edl(m and he pkced in proper lootlon,and wFed
Eogi�ea coord'nare the requirecenh for medianiral I dectriral I d��1/Hvnt«ather Daietrations tkagh swctual � adequatc4y M interoectlors to hold bars finrdy in pasitbn wMe maete k placed.Vertld doweLs shal be wppoited N
memnea wAn me�Engi�r. a FaO�ns and mrc�ecmrs in can�i wNn peurraWe aeaom Am�«n mmaa wNm m�vete,masronry,w yrouno °�°`�`�°�'g�"°��
17.Cor�lioia not syedfra�y slaMm on the Structurd OacumenR shaN be mr�iructed h a rtuner siniar to the deUis that shal be sfairias sted(Type 309 or 316j or hot'AP�9�'�(Pg ASTM AI53 far fasteners and ASTM A653 qaa 5.Bar wpporis and spaces wlti�res[m ar agai�st exP�ed wface sIW be hot�PD�9�a Pla�c mated.
are slqwn far Ike mnd�for�s. Car�i faa tl�at may nat be adequa�y dMaYed shal be brauglrt m the StrucNral Eginte's G185 far mnnMars). 6.Fam Ga shal be eitler of the threaded a
attentlai far re.itw and darifi�atlm prbr M car�sh�rlion. �NPa so MM ro meml wi be leR wiNn 1"of the wifarn d the waL
&Struc4ral wooa Ramrg eoonatlons w�owiny removal of ram ues,reczsa are m he�y fied and poixed wRn ma�.
le.rne saurnxal ErgF�r a�no Yatr�ty ra walerproomy«tlaNny requiemems. 7.s�abs shal ne reNrorcm wRh siaam welam wke ra6ric n,M mMams m asTM a19s.vrwiae h f�sAeets orily.s4abs
19.Do not place 9�'����9�d me[ak n cmfact wth one anotlw. a Mi�imm ruig sd�edules shal be per IBC Tade 2304.9.1,as appkahle
n.Bdts usea ror wood nanr,y cmnttdor�s shal ne nsrM a3o7 ana tndude sla�aard wazhers ana nuts. �r alw be reirdoroea wnn pofypropylene roers at man,raauers remmmerdea dosaye urress nored on�erwBe.
20.The Cakradar shal nd M,nohh,ar otl�ervAse modfy sOV�ual Gamfng mnr�eis a the foundatbn wAfaut the written 8.Wdded Nhe Fabic(W.W.F.]stW miform to ASTM A185 and s1uA�p mWmun of one ful mesh pAa 2 fncha(6 tidies
C tar�sent d the Structl�ral Eigtieer of Rerad. c Fraring oauxr.0ors mm�ufacWred by 5rtpsm Strmg7fe a USP Structural Cannectas shal be attad�ed iufrg mininum)at side and end and shal be
21.Desyite siqdRaM eHals tu provide a mmplete and d�r set af mmtructlon doaunsits,dkaepancies«an'�csiais may s�Mard fasteners h eadi d the manufxWrer's rxannwnded lomtlas.The Shv�r�Daume�ks rypioy indkate � �wire tagetl�er,udess atl�wRe slaxm.
ik
acur.Rdease of the Sbuc�ral Documents antldpates cooperatlon ard contMued mrtrnxYratlon bebrem the Struc[urol �'^P�a��,bu[atl�er prodWS may be used pm6g StrucMal Engi�ea's wrt0en�prwal. 9.Dedc diaYs shal be povMed far al v�eWed wie fabrk fn slabs aer mctal de�k.
e�eer,me cooaaa«,�,a a�e owr�er m aare+e wcoe�i comqedoo or me ao�ecr.nK sauaurai oo�,m�cs nare d.Hir�ione dips wRh a mHmum 35PIb opady shal be hsialed per the manufxWrers spedAcatlons at exh raRer at lO.Reinfadig bar stra stavm are Ergkh devgnatlon.The bars may be furtikl�ed wdh the fobnhg equtvaleM metrk
bem PrePared for use by a q�CaitraGa experiaKed F the mmtruction tedniques and sVstans depkt�herdn. eac�h baarig botion. markigs:
SOILS,BACKFILL,and FOUNDATION GENERAL NOTES 9.Fauenr�Ion ac svuuun�wooa Fnminy Fngttsn rs xa xs se x� xe sv x�o x��
1.The faundatlon daign param�ters used fa muGurol desgn are slwvm below.The values are ba�.y pi presaipave soi a.Mlaod members that spl[,diedc,a axk as a rguk af�Y�stbn mus[be replaced.The spl[porthn nyy pe Mehic SIO a13 xl6 �ti9 A22 a25 x29 A32 �36
Parameters whkh must be veWed by a Cobrado regktered geatediriol engYieer at tlme d ezcavatlon. removed ard the remainig member used at arptlier botim. 11.Caitlnuous bars shal lap and dovrek shal D�1��9�Y to D��aD�as shrnm bdow aYess shovm
a.Alowade sd beming prawre=1500psf b.Drlkd holes fa bdCS shal be U72"to U36'lazger than the bd[6ame[er. oMerwise an the StrucWrd Daume�s.Do not spire near ma�unum stre�s bcatla�s.
6.Fros[depM=48'mintmim below fFish qrade c Dried hola far the thr�ded poAion of laq saews slul be 40-70 percmt d the tMeaded lag wew damMx.The 12.Ee0eM reJn(arig steeJ 30"miiimum beyad cold JofMS.CaorAnate cald jdM bcatlais with StruUUal Engi�eer.
2.Foundatiori eMCavadons shal be observed by a Geoted�nical Ergineer D��P�9 cmvete,and a capy of the unMreaded shank pordm W the kg wew shal have a predried hole 1/32'to 1/I6'krger than the uMhreaded 13.ReiMace arand apenigs and s�ps in cmve[e with(2j k5 bars mitlmum.
shank Gwceter.
GeaOedirical Engfne�'s obssvatlo�and recanrrwMatlont shal be prwki.d tn the SbucWral Engfneer for ree+aluatlon af 14.ReiMadng shaN nat be fadc welded ar welded'n arry marv�er u�Jess spedficaly detaied on the shixN21 plaris.
the foundatlai desigi. d.The thra3ded patbn d the lag saews shal he insated in iCS lead hale by hening with a wrer�,not by drFig wAh a
hammv. IS.Conaete caverage for rdnfarcig s0eel
3.Footlngs shal bear bdow hast depth on natural unBsNrbed soi ar approved canpacted fll pef the recommendatbns of the
Georechniwl Ergine�. e Soap a otl�er IubricaM shal be used on lag wews or in the I�d hale W fadlNaOe insenbn and prevent dana9e to the a.Canaete cast agat�st ard pertnanently o�p�ed to ea�fh =3"
4.BadAil materWl must be apprtwed by the GeotediMol Engineer and the Stnxtural Engirieer. �� b.ConaMe e�osed to earlh a v�eatl�: 04 and srtialer=1.5'
5.Sbpe baddill away fram the foundatlon a MiYnum of 5%far the first 10 feet t���� c Conaete e�osed ro earth a weatlier: a5 and larger =2^
adjMeM ro the fandatlo�.Th5 slope staub Nais iMkated as 8d shal be 0.131"dameter x 2.5"lag siqdh a defarmed shank wkh a Od61"dWmeter head. d.Conoete not e�osed ro eaM a weaNer;
be maintained thraghout the Yfe aF the strucWre.Roof dalr�s must dtsdwrqe away from the fouidatlon.Do not allow
water ro pmd a stand near the fandatlon.Do rrot flood the baddN. Nais ind�ca�d as lOd shal be 0.148'6ameMr x 3.0'bng sriooth or deformed shank wRh a 0.312'diameler head. I. Slabs,waLs,arid jo5is =1.5
6.A1 foodngs sfwl be the e�wct size as sfwwn an Me drawings,no larger,iro smakr. Nais YMkated as I6d shal be 0.162"Qameter z 3.5"lag viadh a defonned shank wkh a 0.394"AameM head. d.Beams and mlumns =3"
�•���������A�D����d�+ate nodFKatlon to aMow the StrucWral EngYieer of Ruad to CONCRETE GENERAL NOTES
p observe reMarcYg If he demis necessary. e.TYOkaI mirdmum ower and s0aaq urde�nated oUierxise(in Mcha)
1.Conaete material ard workmanship shal coMarm to the spedfotlor�s of pp's"Bulding Code Req�ir�fa Structural I. Bar Size #3 x4 i5 fF6 #7 Y8 A9 #10 Jt11
TIMBER GENERAL NOTES �'(Aa 31s�,�cen edbo�,aM the aMer applable seNons of Uie 8updrg(.ode,
i.Minimum wver 1.5 1.5 2 2 2.5 2.5 3 3.5 3.5
2 Convete Mbdng i.Minimum spadng 2 2.5 3 4 4.5 5 6 6.5 7
�'�W� a FarMatlom(faotings,stan walk,and grade bra�)shal be namaFweJqM cmve[e having a rMnimum 28day
a.Sawn lumber for stluctural frami shaA carfam ro the NWA's"National canqressive stregN of S,OOOpsI mixed with 3/4'aggregate,Type[I Portland eenent,less than 0.45 18.Rdfiwdg bars shal be in physical contact at splcg,po rp�use med�a��Nc�or welded spprns unle�s apprwed by
� �9��GOn far Wood Constructiai", waterootzment rotlo,5%ro 7%ak content,less than 0.3%wata sduble dVaide ion can[erR,and less than 4�krch �SRuctural Eng�r.Coordnare spirn lootla�s wiN the StrucNal Engiieer.See fa61e bebw for minimum lap kngths.
(NDS)�est edtlon and shaN mmply wtth the gradirg ndet of the Westem Wood ProducCS Assadatlon(NANPA),the
West Coast Lumber Inspedlon Bureau(WQIB),a the Southem Pkie Inspectbn g�reau(SPIB). slump witlqu[plasGCim. a.Tvdd mWmun ranfadna bar lap knu1M Qn Y�dres)
b.Sawn lumber produUS shal bear the grade smmp of an approved lurt�ber gradng agency. b.Sftework(retakikg wals,sldewalks,arb and gutta,pavemm[)shal be normaFwelgM canaete ha�Mg a minNnum I. 6ar Size(W�Oksi)a3 #4 YS A6 #7 08 ft9 #10 It I3
2&daY comPressive streigM of S,OOOpsI moced wdh 3/4"a99regate,ryDe V Portland cgnent,less than 0.40
c.Wood fiamirg membas in conqct wiM comete sIW be preswre treated Hem-Fk(HF�#2 grade(per NDS)a bMMr. water-N-carieM raUo,5%to 8%air content,less than 0.15%water sdu6le ddaide ion i.300ppsi con�rete 18 24 28 34 50 56 65 72 80
d,De,3tt,and 4x framing lumber shal be Hem flr(H��2 grade a better, slump withqR plaWcfzer, ������ �.4000psi convete 16 20 Z4 30 q4 48 55 62 70
H,45ppp�convete 16 18 24 28 40 46 52 58 65
I 5
v.SOOOpsi conaete 16 18 22 26 38 q4 48 55 62
STRUCTURALAND MISCELLANEOUSSTEEL
1.SWdural sted shap be detailed,fabrirateA,and erected in accordance wdh AISCs"SpedfimGon for Swclurd Steel
Buildpgs"(AiSC 360),�resc�,,and AiSCs"Code af Standard Practlte for Sted Bu'Id�rigs and Bridges"(AISC 303).
latat edidon,and the other appicable sectlons of the Bm7ding Code.
2.Swctural steel shaM rtttive one sMp coat of Tne�nec^series 10(99)Red"priner or ecprivvalent
ecp'
3.ASTM Spedflcatloro fa Structiral Sted Shapet
a.Structural steel angles(L),plates IpL),bars,aM dynr�ek(C and MC),shaY mnform ta ASTM A36 unless rated
athenvise.
0.Boked Connactlms
a.Bal[ed connectlais of structural s[eel to structural steel shaN oonfarm[o NSC and RCSCs"Spediodon fa StrucWral
]oints using ASfM 0.325 w A490 bolts',la�st edjyon.
b.Bolts shaq be long enagh N aRaM Nrough the conneded parts and nut wXh at kast 2 threads showtng.
5.Wdded Connectlais
a.Structural vreldirg shal be dme by oer07fed weJding apera[ors and shal tonfarm to AWS'Structural Wddtng Code"
(AWS Dl.l),latest edlCOn.
b.StrucNral wrldGg shal be perfamk.d vAM AN5 A5.1 a/S.5 E70 7f8 electroda.
c.Weld shes na otherwi9e shovm shal be cmtlnuous f�et welds,l�4�indi a equal to the thkkness of Ifie th6r�
material minus 1J16-inch,whi[1x.wer is l�,
d.Meas wiNin 2 iidies of fldd welds shal not be painted uMl aftg weldGg.Rdd welds,6oR headt,rxrts and Mha
surfaoes not shoP Panted and srfaces abraded durYg sNppfrg a erections shal be fleld pairRed tm�aRer
aeRlon.
&tdumn Batepq[n
a.Column daseplata shal have 1-1/2-YKh 9raut Dad wMh at leat faur 3IMn�h dlameter an�hors uriles na0ed
� aNerw{se.
b.Grout beneaN sMd bareplata shal be norrshrtik,nammetarc,wRh a mi�num campressNe stragM of 6,OOOpsi.
,-'.y`_m::,,�:_.
SPECIAL INSPECTION GENERAL NOTES
L�of Syed�l Lupatbn��e�l i�ecti�shal be Perfartied accardig to the Buiking Code by a quaYRed �
spedal i�pedor as fabws.
2.The StrucW21 En}x�er does nat provide specW fr�spectlons.The Strixtwal Engtieg o�aV P��P�k obs�vadons af
mnstructbn.lhete abservatMrs shal nat replxe req�i'ed�rspectbra pV��Y�5 hutsdcdon.These
observatlor�s also do not sene as'Spedal Inspecborx'as requFed M the Buiding Code.
3.Fabkalas af strucMal bad�bea�ig menibers shal be approved in acmrdarce wih the B�i6ig Code a me reqiired to
have shoP Y�speWa�d Uie falxioled Rems by Uie spetial ir�spedor as requt¢d py y�e g�yyg Code,
4.Spedal k�ectiom shal not rep{ace requted i�ectims AY��Y E�9�ibn,urJes ihe Cmtractn
aaaresses ms mqc w�h�ne artnaky Hawng J�.�(cW„pr;or ro v��ce.
a Steal Camtructlon-NOT REQUDt�PBt 2U12IBC
b.Conaete Co�tructbn-NOT REQIRRED PER 20121BC
c Wood ComtnKlkn•NOT REQUA�PBt 20121BC
d Sok•Sped�l Wpectlo�lfems
aa. Periaicaly vmiv materials eebw shalow foundaUa�s xe adeqwee ro adieve nie design ba�riig�apa�iry
i�ted m tlie StruUiral Doan�en6.
d.b. PeriodoYl'ved(Y acovadoia are aAended to propa depth ad have ra3dw�proper mamiaL
d.c Perio&aN Pg��and testiig d mnqac[ed li rnatciak.
d.d. CantlnuanN',e�W papg materials,derwUa,�d rt tlddc�duh9 Dkoe�reR and mmpactlon d
canPx4d ti.
d.e Prtor ro placm�ent d canPaUed H,abseMe wbgrade and veYy Nat ske has beei prepared preqaly,
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TYPICAL RAILING ATTACHMENT
TO NEW POST s
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p NOTES:
------ 1. CONTMCTOR TO VERIFY ALL DIMENSqNS. �
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2. 7HESE DETNLS ARE PRIMARILY TO REMOVE p1N1 REPLACE THE F.XISTING Ba6 WOOD POSTS WIiH NEW 8�8
� � WOWPOSTS.ENGINEEPoNGCALCULATIONSWERENOTPERFORAIFDONOTNERMEMBERSOFIXEEXTERIOR
�ECKS OR TNE S7RUCNRES TNEMSELVES.
E%ISTING ROOF WHERE N07ED TMUS: --- — 3. 7HE FCISTING WOOD FPpMING IS i01iEMAIN IN PLFCE rWD BE SECUREO TO THE NEW POSTS A$DETAAEO M (
� - -��--� ���� �- S'S1.NO CPLCULATIUNS WERE PFRFqiMED ON THE EXIS7RIG W000 BEAM$qN�JqSTS TOOETERMINE
(E�WOO�gFJJA � % � I THEIRAOEWACV. �'iNRUBOLTS
<. GUARD RAILINGS WILL BE DISCANNECTED FROM E%ISTNG POSTS Mq THEN RFATTACMED RfTEN NEW PQSTS (1 T�TAL�
� (EIL14RqAFASCInBORRO� I SIMPSONCCBB AREMSTALLE�.THEGUARORNLSPRENOTTOBEREMOVEDORRE7UCED.ONLYDISCONNEC7EDArO
(NI�BPoST REATTACHEU.
5. SOl BEPRMJC CAPACITY Wq5 ASSUMED TO BE 4800PSF PER GRqJ�p ENGINEERWGS RECOMYENDRTIONS W �
THFJR SEPfEMBER 5,2014 LET7ER
6. PLL SIMPSON BRACI�TS SHOLL BE INSTALLED PER A4WUFACIURER'S pECOMMEI�AATqNS
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AN('�LES PER
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