Investigation of Grout A Comparison of Standard Grout Mix ...
Roactione cs --1 BI- -I. I-f tle base plate 1b to bear on grout, .the bolt prdjecllon must be...
Transcript of Roactione cs --1 BI- -I. I-f tle base plate 1b to bear on grout, .the bolt prdjecllon must be...
BUILDER: PROFESSIONAL BLDG.
CUSTOMER: AIRPORT ROAD WASTE
LOCATION: CHAPEL HILL, NC FRONT -..... ......,. - ROOFMOH
Bldg A : 21.33 a.a, 1... 0,15/JO
Rool Sheeting:
Type: CS
Gage: 24
Ordered Options:
Color: Palohment
Finish: K7ar ~\.t\ Wall Sheeting: e- -- •
Type: cs
Gage: 28
COior. FH>ldltont
c;;/:) Framing: ~ PUiiin Type: zees
GirlType: Cees
a-Condition: Bue girl wt trim
BasaTrim.Calor. F
WallMaslic: No
UL Rating: None
Thermal BIOCka: Nia
Sidewall Eave Trim Type: Eave Gutlar
Eave & Gable Trim Color: Fleldstone
Downspout Type: Closed
Downspout Color: Floldslone
ElboWa at Bottom al Drops: Yoa
COmorTrim Color: ·;Fieldstone
Framed Opening Trin Color: Fialdatono
Light Transmitting Panel&: o
~~------STEEL~------- - -LTCPanel AP Panel
!$EYPLAN
78 i-
QI[ --1 BI- -I. I-
DESIGNATION D B DESIGNATION D B
'",,. 112 1014 1012
... ... .., ....... ... 10.00 ... ,... ...
=.."':.,._.,..........,._.,. ..o;rnpllllffDrlhalllDll:lllrt,'-.llralllM
:::::':"111":':=::.:~ CDlllldll'ldhl......
lli)Dr--ai....._."PI\OORESSDfW'MQS"ncbwqltlllwoanr,WtfartllllllOltPM,howMr,tlnclltom1 dalllMl,-.fflMCll•n-.llg.ttiay•~andnnat1Dbl...ifllrCINll1nlcllonandMIIOI---cttnwlnQlltlll'lllll"DOCUMENTS FORAPPROYM.•• pialahryRlllnal,aedforlPPIM.ih
.,. •oo ... "' ... 2J50 112 ... 2.. 1014 10.00 .,. 1012 ,... .,,
GENERAL
~~y __4._1__
TABLE OF CONTENTS
ANCHOR BOLT PLAN A1,Aa_
c:g:=·eJ~ROOF SHEE11NG .cuca.1
SlilEWALL .&1:!iL:. ENDWAU. .E1,1iL_
PMJ1110N 1!1:112-UNERPAN!:l, J.e1!l,l!2
UPC,.TED DETAILS JJCl1:11121 QUALITY ASSURANCE PO.UCY .Q1,QL
Framing Kits & WIii Openings Soo~llchedu• on Anchor Belt Plan, Page A1.
Loading lnformotion• & Frame Column Reactions See Load Notes and Roactione on Anchor Boll Detail P~e, Pago r,.i
Wall Liner Panel: Pol1ltion Sheeting:
Type: cs Tyl)ll:CS
Gage:26 · .Gogo:26
Colar.Polar Vv11ilo Color: PolarVv11ito
Flnlah:Kynar Finilh:Kynar
C
BUILDING 'A'B D
A
R8'£RENCE NOTES;
1. AU.ANCHOR BOl.lS INCUD«3 NUTS AND WASHERS FOR SAME ARE NOT FURNISHED BY CHIEF BUILDINGS.
2.ANCHORBCILTiil'TERIALSHALL C0NFORII TOASTM,:W, OR EQUAL
3.BOLTPROJECTIONSAREREaJIIMEHDEDMINllilllMSIWIEDONlHEIWIEPLATE SEARING DIRECTl.Y ON lHE CONCRETE PIER. F TlE BASE PLATE 1B TO BEAR ON GROUT, .THE BOlT PRDJECllON MUST BE l!DEASEDACCORDIHGlY.
4.AU.DRAWINGS ARE NOTTO SCALE.
161
ANCHOR BOLTS f/JV""""'&l
QUAN SIZE PROI ,. o.JS:•e ,~· 18 <>¾"I .. ,.. ..~-- Ill"
.... 11·~
A .& .& .iJ..
..,,. 2i'◄"BLT0M.
ANCHOR BOLT PLAN @flNl&ttED FUXlR EUWATION =100'-D"
BASEOF.AU.CQ.UUN8ATEt,.M110N~ · IASE0f'fRAMEOfll!NltfB,IAIIJBATa.EVA'l"llfi"1111~
II
ANCHOR BOLT DRAVVINGS
PROFESSIONAL BLDG. / AIRPORT ROAD WASTE
CHAPEL HILL, NC RF 21'-4'X29'-4"X10'--0" 29'-4" BAY .5:12
...J:f,!iF.~ t-'-'";"----+-=-..,-+----"ORDER=.:::"°=-·--IA1
·---- 5..=. __,. ...,.., C086145
3: "'I,
!!
(4) 314' DIA. ANCHOR BOl.'11 (NOT BY CHIEF)
DETAIL
(4)314'DIA.EW EWANCH0R BOLTI 1'
1'1'
EW I 0DETAILDETAIL_ _,,D,,_,,E~T_,_,A=IL~0 00 (4) 112' DIA. ANCHOII
(4) 112' DIA ANCHOR IIDLTS(NOTBYctllEF) ~e(l.... e_~·lBOl.TS (NOT BY CHJEf)
~/~JtF3{{ ] ~ ~+: ,u r~ptZ, 1"
";!" ,1.";!"
1!· LOUVERV,,DTH 2 ~ J I~~=v,,~ Il: LOUVER WIDTH + r
OVERHEAD DOOR . ANCHOR BOLT DETAIL WALK DOOR ANCHOR BOLT DETAIL LOUVER ANCHOR i!Q!,T DETAIL
EW
(NOTBY~H~
I,
IIASUNGI.£ (MO.a) CONTRACTOR IS RESPONSJBLE OR BASE GIRT (IIG) FOR ANCHORING BASE IIEilaER
MASTIC TOCONCRE-r.-f DASEANCHOIIAGESPAQNGFCRST-IW!EANGIE.
IIAlll'®'TCRClNEPll!Cl!BA&l!WIHCSORUWOWI
•-lYPE•- - -- lll!ACINCI iM"Y£DGE.\NCHPR© 11/f' ..,,.
114" SCREWTYP.EANCHOR@ 11/Z' ..,,. ~CAST.iNAJCtQfl ::;.•~~ ..,,.,,.._,,.@ 1311' ,.,,.
O.U-POMQ;RACTUATEO@ ,,,... ,.... (J) lill.11 KWK.ICX.M.MISETlRU80LTa ~
-""""""{j) c;FSTN1C0N[l.ttl.llia,M,CCIN11f,~Wl;DGE-BOl.19.
"""""' .@PortaSWW:,HAMMERSQQilll,ttl.1114E'f"--1-1T~
"'""""'-@ PCMEASMLUBTICP0lNPIN.IWMEf11i11111"11111116'SRll:S. Hl.llwt\USH.N,t&.OREQW.
FASTENER SPACING CHART
(NOTBYCHIEF)
BASEANGI.E(A-20-ll) .1....f-OR BASE G_l:an_(BG.~ ."'.IL:1I ..·(NOT BY CHIEF)
~~s~ectic~\;:iJ: 1
EACH END THEN SPACING FROM · • . FASTENER SPACING CHARlJ (TYP.)
WITH NOTCH
BASE MEMBER DETAILS
REVISIONS REFERENCE NOTES &-----------I 1.ACTUALBASEPI.ATE IIMEHSIONSUAY BE SMM.LER
TIW'MSE PLATEIINENSIOMSSHCWf. A-----------1 A--------------1 A-------------1
Thisbuiktinghasbeendeoign<idlorac:ollalliral-of5pal. 1. caJJIIN FOOTINGSAND PIERS MUST~ DE$IGNED TOThe-applild-duotD~pllllil,ducls,....- MTHllfANDHORIZllNTALANDVERllCALREACTICHSAS
- --eqiipnenl, conclull, firl!XDOllnu, 8HCMN CIN THEMCHORBDLT PLAN. CHEF8UILDINGS ISolhorpiplnglllld--, llc., cannol-lhil NarRESPQNSHI.Ef0RDESIGN OF CONCRETE ---lnno--lhotallllunlfonn-lood fOUNDo\T101l c:HEFiaulLDINGSR£CCIIIIIENDSTHAT1HE an .,lndMdualrfll!(memlllr-thop!Qducloff palt&noo 8EIMCl!801'AQUAIJPl(l)l!NGINEEII IS0BTAIIIEDBYTI£ tholjlll:iivrlthooupj,oltingmemblr.Nor-1nyllllliVldUal C01<111ACr01t/BUILDERTOllESIGNTHEFOUNQA11CHll
paint load"' -onof point- an 1111' -r<IOlllllllW -tho-~a/5pal-thomemblrapaelrlg --INlllC:A-~2. REACl'l0NS/!Re Ql\fiN INKIPS. (1 K!P111000 L,N.)mlllthomemblrill,glh.ln'_,nolndMdullpalnlloadana __,., IfNIY, ,1112 QIWN INKIP-FT-l)lllln_can-~lbo. Al load•---purlntahall hlMIIN load inlnxlUCld tmugh tho- and not tho :,. ANCHOR.BCILT ~ IS BASED DH SHEAR. TENSION. ~.a/lhopurln,Hangon-l>o~-theod;t ANl).._...,TENSIQIIANDSHeAll~EFIIUl,QIIGSIS
NOT RUPONSIILR F0RANCHDRBCILT SIZEoftlqNortm,,q,-ln the~oftho pwti,,o. DooflJI ~'T10NSV'tt1EN MCH0R Ba.T CONFIGURATKltolla'litittndlholr-Rl!OlbyChiolllulldin9',ctllillMllllnllt•!!Q!_..for__ o,longiludinll PUCES'ftE BOLTS IN ABENDING ll00E. 'MENM -BAIIEl!I.ATESEARSCIIGRCUT,THE
~.,--.,,._~1Dhorizanlll....... c;cimlA()fCIR'/IIUI-DEROIIF!lUIIIATICNe<lllNESllll1.tlJ, -or\ilndiollllnQ. INIIESl!GfilE-IIITIIEAljCHOIUIOLTSAND .
PAOVIDl!Aa!EMICEYl'ORTHECOLUIINBAIIETOTHE .PIEII \IM&N TIEANCHOR BOI.TSAAIS NOr ADEQUATE INctllil~n--•nor-anyf!lfl0!10ibililY ~AIIWTTIEl'IER-
lorlho doolQllolhllilQffl, 1nc:iou of~--~-nor-1DrO<IPll!llnt.h 1-.::0:=============''.'.........I iolhon,opaiolbiily ofthalluyerfCcnl8C1Drand/Orend °"""'==:.4ollgn perfQnnod by a11111-deolgn f 1
HANGER AT JNDMOUAL ZEE PURUN ,.._"""t==""HMOStAND cotlNECnONTO PURUN ,_J«n"IIYCllll'IUIU'MI&
....,,.Codi --~N,t;,gCodo2'1ptf ___ ~NJMDIMI. =~~~I
HANGER BEJYEENZEE PURLINS ._..... --.... -1.0 """ ,.o 1..0=..:_~?r=~~ -~~)~ ,......,.,,.,
HAHGERANDCONHECTl0N hrdfia~ TOmtUTIAMHCIT' ----WfllllPNd ....... ___,., -Cf-'--"'-=-===------'---------j -- 1.0-•-ID 14.18pef .. 21.811., ,~.,.,.=---
~~ ~n
~ ~ ~ ., " ff.. .., " .. " ., .., "... ..." u... " u ... u... ... ... .... ... .... .. .... .... .., ... ... ... .. ...,., ..,.., ·'-' ...,........"... "... "... ., ·U u .. .. ., •U ...
OOllt\4ll't01 ~UIEPATUfllj(lil; 111
I C D =--=-'-- ---0230
sot 0.180 ELF,..,._ -----~ -
REFERENCE NgTES
1, ACTllAl. BASE PLAlE ~ MAY BE SIMLLER nl."4BASEPLAreD1MfNSIONSaHCMt1.
ANCHOR BOLT DRAWINGS
PROFESSIONAL BLDG. / AIRPORT ROAD WASTE CHAPEL HILL, NC RF 21'-4"X29'-4"X10'-0" 29'-4' BAY .5:12 HIEF."1 DRAWN CHECK ORDERNO.
~~.. ~=- ..:._ ,.:.., C086145
CROSS SECTION
PROFESSIONAL BLOG./ AIRPORT ROAD WASTE
CHAPEL HILL, NC
HIEF.1'1 ,__..._...___,_=_ _,.__ORDER •.!...IL!!!:... ~
0 :: 04-1~-GII
,... .... ff .... o=ll-- . . --=-
-,.arE: ----ITARTAOOf' PANEL 1H r:,.:z,
L,..l ~
i.:11i.m_rl»SIIM»tl1MltllOtUIN&II~
t.AU.~ANJiOl'TO-.£.
?.NO'IE: 0 RSUTOGBEW.DEJMIMOSECQON8 ==-.tl&rCMRIW5MOll'UCliW
I.FIR«lEIIIACESNIIE IEQIMEDCN.YONCNESDEOF FRMl!,BCl!Pl'lltoa:l'Ultll&IIUll:El'ffMTMIE Pia:EllEDWIIIAIZlfl,...MERBIIIAEOOHaont 111Pi801'1HliRWiE.
CROSS SECTION COl,LM\IUI&: 161
t-c-----'-REVl=~S~l~O~N~S'-------i ~~=~::.,.i:.t.--------------~,:::=:=TtE & =-~~~ 1------------------l BTRUCT\M.PEAFORIMNCEOFTIE
& =~co:= A-----------__,
__..,._ _,CS1
C086145
-- --- -- --- -----
Thisbuldlng hal --gnadlor ■-- of 5pol, Tho-eppliecl IOIOla duo ID collklg panela, - lprinklor diltribulian lilol,-caJ ~- tlolproofing,-l)iplng.,,drnechanlcall-c,connat.-lllla coRatenllkat.lni:m~nllthetdatunformcolllll!r'II~onanlnd____ lhopnxluctof5pol-
1ho~of111e·.._ung-. Nor-.,,,i-., polnlloador-ofpcinl_or1_,,..,.n,of_ excoecl1hepocductof5pol_1ho_bar..,.._ halftho IIIOllll>er longlh. In-• no lndMdual point load 0r1 o purtinc:onexcood2501bo.Allloecla ___fnlm_ lllalhavelho--cecl-Olo-andnollho_.,... _ __booupporllldfnlmOloec!Qe
afflangooorlhloullhholooiROloflangooofOlopuino.Delign ofhang,nandlhelr-nnotb'iCl>lelllulldlngL ChlelSulldlngolaNOT""""""'blelor-orlongltudlnal brlclngol--mombololUb)ec:ladlDhorizvntllNllmiG,orwlnd loading.
Chief Buildings neltha' mumes nor accepts any reepol)8iblity lorlha doslgn a1i_.._ bracing o1.._- rnamlNn. nnaverteaupporl mem1>era, nor con-ID n,of-Pllline. It i11ho ruponoiblllly oftho~ and/« End Owner ID have lhi•-• perfonnod b'ia n,glabnddoolgn profeuianal,
HANGER AT INDIVIDUAL ZEE PIJRLIN
""""t"'"""""""""""'.............-IWGERANDCONIECTIONTOPIJRUN NCHOT'IYCHEl"IULlllNGll
.................1'°"'""" HANGER BETWEEN ZEE PURI.INS
REfiRENCENOTES 1. ALL PURUNSATTACH TO FRAMING USING "STD"
ATTACHMENT UNLESS NOTED. REFER TO GD MANUAL SECTIOH4F0R80LTLOCA.1°'6..
2. "T"" TOP SAGANGl.E. 'B""BOTTCMMGANGLE.
cp cp 2il'"'BLT0BL P1A(1'YPUJt)
~~ EDGECfPURUN ]. _,
i1YP)
-- --
CM')
SM -
"""" ...,B
-0
ii
~ .... .... ~ ... ~-----------<}I
-
ii - - .... I
i1YP) .... ..., .... I
!0-- ! -0 i1YP) B"""'' ....
PART. Bl..
"NOTE ES1 W.S A"CtllEP"'LOGOSTICKER. ERKT1H£1EMBiR.80THE BnCKERIS ROOF FRAMING PLANT0WAAD8 THE OUTSIDE CF TIE BUUJING.
REVISIONS NOIW11ISTANIIJ«ilHE->-------~~~-------I SEAL,NEmlERTHEENG9EIRIMMl!D
&-------------~~~==M & ==■:e=NGSi="-----------------1 STRUCrURALPERFORMANCEOFTIE
~ ~~ A-----------1
FESSIONAL BLDG. / AIRPOIU ROAD WASTE
PELHILL, NC 1'-4"X29'4"X10'-0" 29'-4" BAY .5:12 IE~ DIIA>'m CHECK ORDERNO,
!!!!..-~"' ,..:-oe ._,': C086145
EAVE STRUT
(2)518"X1112"BOLTSw/ (2) 5111" HARO WASHERS
AT c.sECTION SlOE
FRAMECOLIMN
SECTION@RF1
IN$101! CLOSURE w/TAPE MASTIC
TOP AND BOITOM QU1'TeR STRAP (GS)
(3'-4C.C.) (2) P.P FASTENER
P.P FASTENER (6" C.C.) EAVE GUTTER (EGA)
PURLJN P.P FASTENER (12" C.C.)
(2) 1/2" X11/4" BOLTS TRIMCAP(TC) RAFTER BEAM EAVE STRUT
WALL PANEL
SECTION@RF1
SECI)ON@RF1
RAl<EANGLE (A-2'>H)
SPECIAL GABLE TRIM (ST-2)
P-8 FASTENER (6"C.C.)
P-PFASJENER (12"C.C.) L
"OUTSlllE CLOSURE
WALL PANEL
SECTION@RF1
P-S FASTENER (12" C.C.) DOUBLI< BEAD TAPE MASTIC CS ROOF PANEL
__'\'\_i~~;ASTENER ~PURUN
'NOTE: FIELD CUT OUTSIDE CLOSURE FOR HIGHER ROOF PITCHES.
REVISIONS .....,..,.......TI£_,.. EAVE AND GABLE SECTIONS t-A-,-----_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-_ -_ -_ -_:--_-_ -_ -_ -_ -_ -_ -;-i ~~~NAMED
PROFESSIONAL BLDG. I AIRPORT ROAD WAS'TE F-=--------------i MTHEENGINEEROFRECCIRP, THE
CHAPEL HILL, NC&i=~--------------;===~~NGSSlRIJC'l'UflALPERF0RIIMCEOFTHE RF 21'-4" X29'-4" X10'-0 29'-4" BAY 0.5:12
~~F.-~lf.t--":"'--+-CltECK_REX_-+-__ORDER __, Rf2__NO_._&. ===' .Lt..--------------< - ..,- ..,,.. C086145
rrr==--~-=::::...111r~~ '
..,,,.........
""'"'""'""" GUTTER STRAP TO ROOF SHEETAND GUTTER
GVTTERITIW"TOE..ACBIAT'!l4'C.C.FORttlZ:t2ANDI.OIACOFPn'Qi. .,._AT~~C.C.RJRROOl'PlfflECNER.11¢12.
GUTTER SPUCE
IAPGUl'1ERSl1fr.
EA.V&GUTtill~
(U)T..PA8TINERS ....... "'""'"""'
~I .._ EAYEGUT'TtR~
', :::.--....__('14)T-f'ASTSER8
GUTTERENOCN'
REFERBJCE NOTES: 1. AU. CAUUQNG IS SIKA 201.
.............. '"'"" """'·""'
C8WALLPANa ll'Wt.LLPANEL
..,....,....., :.i:.-Q.ITlHliTOPTO--catT,FAr!SNliRI
LOCAlEIIRACICEIBATN"~TOWALLPANEL LOCAlEIIIUCIIIETCNtmtlMISJl'DRCSWliU.PANEI.ORON
fl.ATOFPNB.FORN'M.LPNEL ATTACHMACKl!T1DDOV,Nlll0lJTWfflCl)T,H,SJiHERI
!ACltLEO(ccal!MCICETOHL").
GUTTER TO DOWNSPOUT cur~ANDCORNIRIM IHJMI. FOI.DPOWNNIIATTAQI tlOWMSPOUT1013UTTBlMfflca)T-f'MfBERS. lOCATECUT.MCLClliAIPO&&alETalUIUIINliLllEfORIIMCIE"..,_..,._ CUfDIABOIW.IIANDCORHERSASSHIMN. FOt.O~ANDATTACH
OOMSPCUTTOGUTTUllWl'K~T~
DCMNSPOllT SPLICE
USl:t'LAPCMAENSICNFORM..1.DCMNIPOUJANDE.IOWIN'8.
REVISIONS """"'"8TANlllNG11E........,.t-c-----~==="--------1 SEAL.fl:!tne.lltEENGANEER-tww>
&-------------~~~~:=THE CS ROOF WITH STANDARD GlITTER
PROFESSIONAL SLOG./ AIRPORT ROAD WASTE
& ==e:o~t-c-~--------------1 SlR\JC1'UIW.PERfCIRIWICE0FTHE
& === &-------------<
CHAPEL HILL, NC
RF 21'-4" X29'-4" X10'-0 29'-4" BAY 0.5:12 HIE~ ORA... CIECK
~.!!~~--~...:-os ..:a C086145
ORDeRNO.
-------
--
cp cp cp cp ........ ......
~·lr ,r b ~ .,,
,..,.. ,..,..xec, SP-1 (TYP) -- -><~
~ -- ...,..
.,,.11'◄• . I ld wEl !Cl ~
SIDEWALL FRAMING ELEVATION SIDEWALL FRAMING ELEVATION C0l.lJNE,A COLLINE: B GIRl'DEPTlt r--@
cp cp
...
~ ~
5 s ;
_
11
STARTPANELINZ"
(2)TC1-1
on,.1-
STARTPANELINr' _ 1 ITARTPANELINZ"a a 11- 1I I (Z)TCM
I HT~ rlf!:4" ~.I I l I I I I I I
:~ I I I
J~• I I I 1i§: : § 18
~I I~ ImI~
N01'E: BLDG. •A•, 00L LINE. "MB' (8TAN.CIAADGU'1'1BJDCWNIPCIUTDROPSPACWG •-.'J!I◄" (SINGLEDOWNSPOUl'DROP). (2) DCMttSP0UT'DROP8 PROVIDEDFOR~WALL EACli DROP CONS1818 OF (1) 12'..a' Q.OSED 00YIN8POIJt ANO (1) BJICIW.SIDEWALL SHEETING ELEVATION --ocJIIIIN8POUTDROP&PAaNGINDICAlcSTHE---RECCMIEIIE>EQUAL
COLUNE: A SPACINGORTIEIWOIIUMRECOlililENtlEDL.ENOTHOFGUTTER1HATEACH DOMISP.OUT DRDP MAY DRAIN.
IHT) I~I!1-,., r"' ..er I I I I
8!11-1 I
SIDEWALL DRAWINGS
.PROFESSIONAL BLDG. / AIRPORT ROAD WASTE
CHAPEL HILL, NC
RF 21'-4"X29'-4"X10'-0" 29'-4" BAY .5:12
REVISIONS liOMITHBT_TI£_>-----~===~---------< SEAL.NEmlERlHEENGINEEIUWE> A---------------< ~i:==:aTHE ~ >-------------------< =~==NGSSTRUCT1JRALPERFCIRIMNCEOFll£
Bl ~c:::_s Jl-------------<
STARTPMIELIN7' _
11
SIDEWALL SHEETING ELEVATION CCL.LINE: B
REFERE,NCE NOTES
1. FOROPENINGTRIMS. REFER TO GeNEAAl DETAILS.
21'-4"
V
G11 XBC-0'.
D \_""°" [.l
~
If~ I 8
ID BG>- [l
,-.. "°"""(TYi')
~
1 !
ENDWALL FRAMING ELEVATION COL.ute 1
C?
. . ST◄
. II:i;:::i [Ml I :::i~
START PANEL IN 2" STMTPANEL~2" II ~ i1 !! 5 i!~ i i
~
~ E I II
..!!'-!.. ~
I I I§i I I~i I
ENDWALL SHEETING ELEVATION COLLI£ 1
b ~
~ I ~
"" D \__, ~ ..,,.J I--,___
.ll1'---
r~ ! '
,.. 0
'" -- ,_
LJ Iii
ENDWALL FRAMING ELEVATION ca.LJ<E2 GIRTCEP!lt r 1f)
er ST◄
(gii] c=:;
a i ~ II
I
. ;:5 !! STARTPANELW~! i i
HU,-7 ~~ ~L~_,'"If
Jo• t
l BTN-1 I
ENDWALL SHEETING ELEVATION COLLINE: 2
REVISIONS """"11tST......,,.._,1---------'-==="--------l BEAL.NEITH&RTHEENGINEERNMAED
A-------------~:":'.:-=~ll1E & ==:mi:=:o~ >-----------------< STRUCTURALPERFORIIANCEOFTHE
REFERENCE NOTES
1. FOR.OPENING TRIMS, REFER TO GENERAL DETAILS. & ==~= ~--------------<
ENDWALL DRAWINGS
PROFESSIONAL BLDG. / AIRPORT ROAD WASTE
CHAPEL HILL, NC
RF 21'-4"X29'-l'X10'-0" 29'-1" BAY .5:12HI~~--=~ .--::-:-+-~-:.-+-c-o_oRDER_8_6_:_5--<E1
21'-4"
b ~
\__ 010
; ~
.,..._
PARmlON FRAMING ELEVATION COL.LlNE:1.3 GIRT DEPTH: r
~ .. 8TMTPANELIN2'STARTPANELIN2" ~II ....
11 SCT-1 .....,_,_...... -;..
~
scr.,
1
PARTITION SHEETING ELEVATION PARTITION LINER PANEL ELEVATION COLLINE: U COLLINE: 1.3
REVISIONS ••m,m,.,.....,__, PARTITION DRAWINGS1---------'--"===------I SEAL.NaTHERlHEENGINEERNANED PROFESSIONAL BLDG, / AIRPORT ROAD WASTE
CHAPEL HILL, NC &-------------<:"i:::=:~THE & =~~UIINGS >----------------< SIRUCTURALPERFORMNICEOflHE RF 21'◄"X29'◄'X10'-0" 29'◄" BAY .5:12
& ==-~ HIE~ <--""""'--+--CHE_CK_+--"""""--""----1&------------, !!!~!!!!- ~IE-:~,:.-----l-'"~:.~--1 C086145
---------
FRAME COLUMN/
EWPOST
GIRT
•SEE AB, G0178DCI
,-:
i GD171IQG
I LL~J
GIRT CI.OSIJRE (IF 'GIRT
'--"l,c-+-'-!'ORDERED CLOSURE Jf-'I-""""~ I SWI!.
•SEEAB. I!. ..,.,. 'IFORDEREDil,C>C!!!"'-'"='!lE!!>..!e!"'=.1!!a!""--""'-"'l'\
[---------] SHEETINGCAPTRIM~- -(SC'IJ
P.PF-(12" C.C)
PARTITION PANE~
'PART. SHEETING SENT TOBI.CONTRACTORS OPTION. 1'011!:
RAKE ANGLE (MO-BJ (2) F4' FASTENERS~=r::t (12"C.C.)
REFERTOGBEW.DEfALIIWfUALSECTION4FORSWGIRTCONNECTIONS TO FRAIIECOUIMNAfl> FORPOSTlOfRAMEATTMHISNT'RILL.FAAIIE ENDWML• RlR PMTTJ10N ll.AT1'-2" fROII FRAME Ct,
REFER10GEfERALDETALMMIUM.8ECflONl5~PI.RIN&GIRTATTAa-HENlS.
T-FASTENERSPAQNG IS (T-o-C.c.)ORATEACH GIRT ELEVATION UNLESS cmtERW8E N0IED.
DRl.t.118"DIA.HOLEFORT-FASTENERS.
.,., ___~
~ YI7'1<"3=;;,.,..:,,-;'1":------+i11
11 II II
I I!.
PARTITION FRAMING & SHEETING DETAILS 001760 PROFESSIONAL BLDG./ AIRPORT ROAD WASTE
1--DRAWN-,--+_CHE_CK-f-__ORDER__NO._-jp
.ISP """ 4-11.QS 4-18,,08 C086145
----
m JT-
JT-1 r I I I I ~ ~ I~
ENDWALL LINER PANEL ELEVATION COLLINE: 1
REFERENCE NOTES
1.FOROPENINGTRIIIS,REFERTOGENERALDETAILS.
( l'i~_J,I, ii"
~
~ _ 1 STARTPANELINr
1
~
REVISIONSl-c-----~===--------1 N01ffllisr,."'"'""'_,SEAL,IETIIERlHiENGINEERNANED
Ai.---------------a:n,::=::=THE & =::a~='=NGS t-----------------sSTRUCTURALPERFQRMANCE~H
& =,-=:==.s ~-----------
cp
"'~
)0 I I I I I I,~ :
SIDEWALL LINER PANEL ELEVATION COLLINE: A
SIDEWALL LINER PANEL ELEVATION CXX..UNE: B
START._11r ~ ~ _ 1 STARTPMalNr
11 --- ,,_, 1 JT-7
cp
.rrA
I I
r1-II II II
~1 I ~I I
• II
STMTPMELIN2"
lli7
I I I I. 1" I
1i- ~
I rJ!:f 1
I I it! I~ Ljuj.J
FS-1 I I I I I I I I I I I I I
~ I ll
~
JT-1,-7
~ ~ L _ _j JT-1
~
ENDWALL LINER PANEL ELEVATION COLLIE:2
LINER PANEL DRAWINGS
PROFESSIONAL BLDG. / AIRPORT ROAD WASTE CHAPEL HILL, NC RF 21'-4"X29'-4"X10'-o" 29'-4" BAY .5:12
HIEF.. t--':,""--+--CHECK_REX_+-_ORDE_R_NO_.--<
~.!!..~?!!!. :..::-- -1-12--0B C0861454-1a.ai
-- ---
LINER PANEL
P-S FASTENER
r
; ::::ER 3• r n L__
iI ll]8 I.
FLAT SHEET I ig T•F~~~
~ TYPICAL FLAT SHEET LAP
LINER PANEL AT OVERHEAD DOOR HEADER
GIRT(JAMB BELOW)
LINER PANEL AT OVERHEAD DOOR JAMB
UNERPANEL
r f'.SFASTENER
L - - JAMSTRIM
HEADER
,-- JAMSTRIM
L 141 FASTENER
SILL LINER PANSL
LINER PANELATWALKDOOR. WINDOW OR FRAMED OPENING CEE HEADER AND WINDOW OR FRAMED OPENING SILL
T.f'ASTEHER SPACING 18 (7'-Q" C.C.)ORAT EACH l3IRT UNLESS onaMSENOrED.
DRD.L 1ltfDIA.HOLEFORT-FASTENER8.
N FASTENER SPACING IS (12" C.C.) UNLESS OTHEfWSE NOTED.
[::SI::_:;::::::::::~TRIM
P-l' FASTENER
~J-~LOR)
LINER PANEL
141 FASTENER (LINER COi.OR) SPECIAL PLATE
LINER PANEL WILL STOP (2) 141 FASTENER AT BOTTOM OF PURLINS IF (3'-G" C.C,)
- BUILCIIG IS ORDERED (WALL COLOR) AT wmt SIMPLE SAVER
TE INSULATION.
FULL HEIGHT UNERAT EAVE
LINER PANELATWALKDOOR, WINDOW & FRAMED OPENING JAMB
[::Si::_:;::::::::::~TRIM
I P-l' FAB'IENER
I ~~-fu\i_OR)
FLAT SHEET
141 FAS'IENER (LINER COLOR) SPECIAL PLATE
LINER PANEL WILL STOP (2) 141 FASTENER AT BOTTOM OF PURLJNS IF (3'-G" C.C.) BULDING IS ORDERED (WALL COLCR)WITH SIMPLE SAVER INSULATION.
FLAT SHEET DETAIL AT EAVE
Ir---------J1 I
..-.,r---,--I (2) P-S FASTENER I JAMB TRIM
s -L - P-S FASTENER RAKE ANGLE (A-20)
TYPICAL WALL LINER AT POST AND BEAM ENDWALL
CABLE WIND BRACING AT TOP OF FRAME COLUMN
GIRT TO ROTATED WF CORNER POST - CEE GIRTS
(2)crrfPAN~ RAKE ANGLE
I d
CORNER ANGLE MO
DETAIL AT EAVE & GABLE
NOre
11E ~AILSONTI11S PAGE OVERRIDE DETAILS IN TIE GENERAL DETAILS MANUAL
CABL£ ASSEMBLY
FRAME COLUMN
..LLSIDE WAS-
CABLE ASSEMBLY FRAMERAF1EROR ENDWALL RAFTER BEAM
CABLE WIND BRACING AT INTERMEDIATE PURLIN
(2) PANCAKE HEAD FASTENERS
GIRT
• 1•0RLESSFORCSPANa. t• OR MORE FOR AP PANEL
CORNER ANGLE MO
CORNER ANGLE TO GIRT
HILLSIDE WASHER WASHER NUT
TYPICAi.CABLE CONNECTION AT END
AL FLANGE BRACE ZEE GIRT TO B-B POST
(2) PANCAKE HEAD FASTENERS
BASE MEMIIER CORNER ANGLE ....20
"IN VERTICAL. LEG FOR LTCROOF
DETAIL AT BASE ANGLE RAKE ANGLE LAP DETAIL
UPDATED DETAILS
PROFESSIONAL BLDG. / AIRPORT ROAD WASTE CHAPEL HILL, NC
J
...... PROCGD1
.!!,f;t~!:_•.'ffl__•r':-'..,-+-CH-:-1--""""'--NO.---, UD1 ..,1.., ...,,.,. C086145
ENDWJ\LL IW'lEft
BEAM
CORNER POST
CABLE WIND BRACING AT CORNER POST AND ENDWALLRAFTER BEAM
--1 i---!'.c (2) PANCAKE HEAD I I / ASTENERS
RAKE ANGLE{JPURUN
RAKE ANGLE TO PURLIN
__
--
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QUALITYASSURANCE
PROFESSIONAL BI.DG. /AIRPORT ROAD WASTE CHAPEL HILL, NC
RF 21'-4"X29'-4"X10'--0" 29'-4" BAY .5:12 CHIE~ I - I CHECK I ORDERNO.
~~~ ~-: ..:. : ... ,~... : C086145