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