1A00004_ - Duluth, GA

170 PRO DED ( DOD 1 -- - -- - 3 = - -

160 PROy1DE01( STAIIY)) -_= ® - - - - -_

Abqq PROM - -

i J I - N71 IOC--- ---'-

i , Iu - -- -

VER SHAFTi _ -- _

1

Y-- — - - - -- 0X 1 H UR TED

i 1PE t 340 PROVIDED Irk1 H R RATED I

VER , sH ®

Ill

CD cg) Q a ®

rcFE

1I I\

R /

I; /

ASSEMBLY OCCUPANCYI

1

1 1 HOUR RATE

SEPARATIONteI

Ou_r ca

chiVERT. SHAFT O -

0 , I 1 HOUR RATED

On. o u

RATED

e

LLvI tl

wI

5 / SMOKEPROOF 01ENCLOSURE

t I AV l I

O / 1 HOUR RATED SEPARATION iW S QI +

170 PROObED( DOOR),., 160 PROVIDED (STAIR)

OCCUPANTLOAD \ \ e !

O Cam. ( rT FEC

V

130 BASEMENT

174 FIRST FLOOR170 PROVIDED (DOOR) VERT. SHAFT '

D 160 PROVIDED (STAIR) .

e., / • „

439 TOTAL

SECOND

QOR

FLOOR1 HOUR RATED

ELEVATOR MACHINE ROOM SHALL NOT BE

68 THIRDQ a

NOTE: ,

MA?:IMUM TRAVEL DISTANCE PER LIFE SAFETY CODE 38.2 .6 IS 300' WITH ISPRINKLER D PER C0. STATE I !

imp r'YO \ \!/ EXCEPTION FOR AUTOMATIC SPRINKLER SYSTEM j ADMENDMENTS WHEN PROVIDED WITH 2L ' +

HOUR RATED WALL CONSTRUCTION. y3 BUILDING IS PROTECTED THROUGHOUT WITH AN APPROVED NFPA 13 FIRE 1

HOU RATEDPROTECTION SYSTEM.

REFER TO THE DIMENSION PLANS ON SHEETS 1A10.20, 1A11, 20, 1Al2. 20, 1A13.20 i

lu+ _.1tle

t AND tA82.00 FOR WALL PARTITION TYPES. REFER TO SHEET 1A00. 06 & 1A00.07 1

i = FOR PARTITION CONSTRUCTION DETAILS WHICH CROSS REFERENCE U. L. WALL

CONSTRUCTION DETAILS ON SHEET 1A00.05. ( ) - --

M1CONTACT THE GWINNETT COUNTY FIRE MARSHAL'S INSPECTION REQUESr LINE -- rr1AT 1678) 518 -6102 FOR INSPECTIONS AT 50%, 80%AND 100% COMPLETION. NOTE. jj 1 ( 50 %) INSPECTION INCLUDES ALL NEW BUILDINGS COMING OUT OF THE GROUND

10 PROVI ED 1

I ' AND INSPECTION OF FLOOR CEILING PENETRATIONS. (801) INSPECTION OF ANY 1 L 1

Q/ 1 l FIRE RATED BARRIERS, FLOOR OR CEILING. 100 % FINAL INSPECTION: ALL

S! ____ O OJ II ' SYSTEMS, EQUIPMENT INSTALLED AND OPERATING, READY FOR OCCUPANCY.

L_

I ,y , m :>

THE INSPECTION REQUEST MUST BE PHONED IN BEFORE 2: 00PM THE DAY PRIORb b b b 0 bbO

3 LIVE ' TO THE DATE THE INSPECTION IS NEEDED.

BUSINESS OCCUPANCY WITH

SEC_ D FLOOR S'A F I) LA V ( FIRE EXTINGUISHERS) LOCATIONS ARE SHOWN ON THIS PIAN FOR GENERAL BASEMENT LIFE SAF rY PLAN SEPARATED MIXED ASSEMBLY USE

LOCATIONS ONLY. SEE INTERIOR ELEVATIONS FOR MORE INFORMATION. FIRE_ - 130 TOTAL OCCUPANTSSCALE V1G = I' - 0" BUSINESS OCCUPANCY EXTINGUISHERS SHALL BE CABINET MOUNTED ON ALL FLOOR EXCEPT FOR THE:,. ),' (]} SC ,,,,LE: VI( i = I I

67 TOTAL OCCUPANTS THIRD FLOOR WHICH IS TO BE BRACKET MOUNTED. SEE NOTE 12AA00 05 ' E *` ` d l I , I

FEC - FIRE EXTINGUISHER CABINET r ) T 1 ' ITc tt `- t

OUNTEDy

e n - Q n tt ee a, FEB - FIRE EXTINGUISHER BRACKET M

I t

VER , SHAFT M

t

1 VER , SHN,FT --® { --, 10 PR6

1 H UR TEDt

1 HOUR RATEDi , /

I _"......._. -_._ ......_._

34 REQ170 PROVIDED (DOt1R) HQ 2

y D; ) \ / -, -_. _ .. -_.._ , ...._ . _.._..._...

O" 160 PROVIDED ( STR}IR) ", FEB ° itr - j . • • \ I _

F

I

O — F V €R`E SHAPi

l ( 1 HOUR RATED

CD

O

R. RATEDi --

Ow o iii i vi i i s

x _ "

S 0-- I

L

at o: sa, REQ)

0— e? .... (

o

oo I

U FEB . 00o-- — was

Be—

Iff

ciDi _

0

ASSEMBLY

SEATING,

NCY

1 , • I

FIXED SEATING FlHOUR

I

I'''

i ____,.___

SEPARAww 2 j

1

4 1 FEC ° -4j-

Illy111. r !

1

I

tI i

I i 3 a4 PROM ED /! i 30O ;(')'

f t.

J b b tt ) l

Vill

8ID

1R I] f5M ffi £

F)

BUSINESS OCCUPANCY WITH

THIRD. OCCUPANCY s, l

1LOOK LIFE SAFETY PLAN 68TOTA OCCUPANTS 1 t T FLOOJ IEL S lCETI DLANI 4 SEPARATED IIXED ASSEMBLY USE

x'( 74 TOTAL OCCUPANTS

L100.0 Sc,SLe A6'= Mr ) j IA00.04 scal,F n;~ ° =r -o° w ( lii% t, (;

I -

f HILLTOLEYIz0ssIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MailBoulevard

Suite6A

Duluth, Georgia30096

Phone: 770.622,9858

Fax. 770.622.9535

www.hilifoleyrossi.com

OCOpyrIht (pedotedhdar).

WedroWINQMdlreproductionsthereof . the

property & HillFoleyRossiYAeoocides, LIC.(HM). It

IsIntendedforthesoleuseoftheprojectnomad

hereon. ReproduotlonNthootthewrktencooseetof

HFR1. AllcopiesmetotoreturnedtoHIMuponproject <»mpb6on.

KEOFGeeqPAQi

3REYT.0Hn1 ,kMO

6'isAreHo Tr'EDARG'

311/22/066WINNETTG0. FMCOMMENTS

GENERAL. REV151ON5

10/16/06BUILDINGSHELLFORPERMITANDPRICING

MKIDATESUBMITTALREVISION

DULUTH

CITYHALL"[, ._

3167MainStreet

Duluth, Georgia

30096

FOR:

1.smus

2805PEACHTREEINDUSTRIALBLVD

SUITE112

DULUTH, GEORGIA30097

770) 476 -8100

LIFESAFETY

FLOORPLANS

1A00004_ HFR #05.306

a

5".. A. W t ItIm

F tNngz - 1 aM P Nr ( Sn [ i: m tV) r Ra[ np - o x.

t act ¢ e 1. - 1- n ) ( 0yW 4t4a , gbnWF to> TFa Cx /apR

SECTION A - A

e.( a awltifmm < r.. Sam rr.:. alrl e: aa. w. at- hmxalnrnhnnn

n:. w 4 iryMNenaLPNm :fafp nM = Jamm

I In, wb m+ a' yty nnn _ cMnwannN - I xIrt e,

M mi"hul Mx Ll t nl1 dM 1 to

win

R' mal mdW ( s peen, nM Ru.e +W I+ pPm ° in. :, e, n " r, w„ p .

r

5 nd 5" to, k:.- 5D45, EO. LID S o us 5m,mt

ing, M JL Wnifi rw fb -,41w

4.

9. 17$ ARLINTIST DL$ NOT 6UM+tl1 tfE PePOl94ANCE GP itE

PRO. ELT IN ANY RGPDLt 01119t 11bN1 TMT OR ARGNITEG1hWM. WORK

ASID w.ca*erm RQIDCRSp r r TIE srAwAAOS a cAaE of SLR

PROFT3MO4L

6.

FPOrofAfi TO THEEA AE Fai NS H IS, GT OFSPAGE5( MG4 059 411 tso511

ALT OF1451. PARKIN

DACES ( eEL. bb), GA1RB PAMM5 (. 4.TAAlp SYF80L9 AMC. 49W.

T. THE LOCATION OF THE IBmTINIS JMLITI9 AID 57H VOS, 5HOPOI

T

AREt TOve

t

AND AGWIAL

IBILnYOF

FGONIR

R Seth roVCBPY

N T, RO JCH AID AEX ALEXCAVATION. # 4 OF SI/ CX, KEINO15 % TALL M N AI NOT, PRIOR

EX ANr Ole THE ANYDAHAeB SYPLL PEPAII AT ttE EXPEtC£ a 1) E Cal1wL1011.

6. 11E CONAZALTOR SHN.A. PROVIDE A TE NtACB$ AND SHOOT & FOR

ALL. WaaC GL2aN9 TIC CABIIRX.TIa1 PMaOD.

5. S3ILpHe S WtLLY SPRIIYd. Pet NSA S.

t0. PROJIDt ILWHINA16 EXIT 510 MM4 SATIMO, 5N0QGP DHIM'Wr6PJOTS AND WAYS OF TAAVS. n ENCTo

R PlQ BAame rival sMALL eamNaw TPaM a.3rsloE W4L m

WP3bE 1HALL. FROM NbnHt PIKE CAMINSt roA PlC' BOMIBC OR ALOSINAnON TW IY LL

COYEALS 9PAM Si Lh AS THOSE ID AEOM A CM.N INCLLDRk4INIERSnnA. spaces.

4- UL PENETRATION DETAIL #WL1029

21Y 11415 DETAIL 514ALL BE USED FOR SCALE NONE

MECFNJELEGJPLUMB. PENETRATION

DETAILS THROUGH RATED WALLASSEMBLY OF THIS TYPE.

1 UL PENETRATION DETAIL #CAi1240THI5 DETAIL SHALL BE USED FORMEGHJELEG./PLUMB. PENETRATIONDETAILS THROUGH RATED WALL

A55EM13LY OF THI5 TYPE.

ALI BPACEHAHer Ildn" OF:

ADmRC 6+RNERPAWN. BE

FRL ® WIN A MAIBUA LMA3L@ HAMANIN6 THE Fda: FQgaI6TAN:£

M'RXG a 1FE FlPE HAPRIf3R PROIXGT. PRODI.'CT IlaEb MBT 14sf

1£ JT kERnm3 A91M l6H al LL 1471 tNM PMB MnNO

f W

mE WALL OR

M. PDpFp OR AREAS ZMANIONTED Past STORMS, I45NIANNIGAL, nMN POCHI

M 4WN CIOW SHALL M SCAMIS FNDM THE b OF Tt.' BJbDmO

Br aE N2LR MTFfl flRE4i5151NE CONSiWIanON WnM AJ. OPS1MiA

PROTECTS

BY 45 MR1% d L. m I. LMeft4yWRFlMelALL MTS W4J. 5,

ftBPAiaf rYEt ALrBNIwN6®N( ir'RWMa.ER1

M. itE FLOOR al BOM 9iD8 OP A DOOR SNAL 11YG AND SHALL HAVE

TfE SAFE ELEVATION OIt BOTH fimES OP YHE DOOR FOR A DISTh4CL ON

ENM EmE FsDA m TIE WON a »g wceyrslNSLE vroR

SPANIAll

b. ODORS M Ele S 51WJ. IeT BE sl$ FLT m ThE LEE a A KBf FORcPmhnoN PROM TMs IraDe or THE! Cl1LDRp.

AT, H INIBVOR AMID EK1Eam DNIt IN THIS SMLPM 54,41 m PAWbS WRHHIMINtAP HMDWASS N. bVHtG, PAA0 HFFIPPIMM M LLSIIAPE VMdg ED

DEVILS, IETSj FDA 4.19.1

10. PR4JIDE.} MOLDSA)ID COWQt HENS AT THE EDGES OFALL EJFS. AND SYPalN4 BOARD.

M. PROVIDE CSN B NS N MI. 511IO WALLS TNT A ro RCLENE

SAAB BARS, TOILET IPAPtNTI01b, M S18NAE FANtC NhI B AlD M.

2Q AL N'ETA 511ID 606E LE# Xr LBE AS FFLdIII BY

VERTICAL WALL IN& L61ION:

Mm AS NawaTeu IN TIE DRAWINSS M.ALL YtgOSM SWLL Ee PESW49P BY AN MMM RE6LTMW N THIS STATE

SYP. BD.

@l% 6RAL°.

ARMN. CA51 NPdiA6ER SHOP

21. Aar LEnBUNS S ro LOLA1 ON M HMLDNS IN AOLCADANCC DRAV* IRA W BE4NN6 THE EN51pEVt5 SEA 51MLL SlEagf m GOl lm BYgNCTf COMK RESMATiGN>a. IIRMANA6Sf 61iLP 9tSMIT ro ANANRGT itE 9FIaP DRANN69. lTE ARCNItECT

H0J1OW M1ET DCORSL

YB. L RBECT iftAiG eiVbP CRlNTIN6911tAT W NOT HEM TFE ENWIEERS SEaL

22 PROVIDE AND WALL STEM. BaLARa AROL10 TRAWROMPTINS ,ISMI M NS. PPAE AND PANE ALLsi Cabosm, TO Vm IMaLumss, Bm NOT ucTm, m, HLm1RICAL PAtt dS, A BAS PEIEFt3, HANG CDIPt481T, CT. CoaIto m

ExIERIat MILINK PIPE BOLLARDS. STAIRS, CANPP( S9IM. AMID TRP.SE ETC. EXACT LOCATIONS Wr URU/ Y O Ipmm Fat ashfam EROM19. COCRDItNTE AM CML ap"" Ne"

94. ALL E Gykl WNLS 9N41 R/SBR EIOGK FItLBt NBTH GONPLEtECOA1N4 OF ALL POr IN kPBaRY AIO A MMMN OF 2 COA16 OF PAINT

3Z. Nor . mIfffiIMEAMTIIt1MMICNIIFNLL WW'ACE.

BOY.

9. MWOC °..13'MAnDN CEm" m ALL D1a9MLM maLS IN: LLaINS esoO%mS. fYdLS A1D OIF83t FA51e(M6 DEVK6.

24. COASO571I INfEPIat FINISH PROWCTS SMALL. M PROVZED PM M Ba MM MATERIAL. FA6MMt 4 ARE NOT INDICATED, PR7v1M AS 91561FIED

iSAP@t&! IB a TIC RCPFCTNE a.OY.IUlrY CHMPIEROF ltE NTA8Y THE MAIENA MAWPACiBffi25 RCOMMEIM11019 AtA I PPOC IW3.

la L1PE S, e.PBfY GOOF 2000 mITION Si. LEA P AND FO6RPLD, ON YSt@4.

WsAPE

C.I.P.

K MT15t LT a AVON, ANSI WOMAN E1.. 26. PRO'ME STAbIN6 SEAH. CINM AT OLL COP1116 SPLYdS FOR tI NU.

FJPANIMM A',L SMS SMALL M SE4.ti WITH Po" OlIll OM TYPICAL.

Om1mNTGTR.

8. AL EXitBMLR Fm'AWICAL OPBRSS LARGER . IRAN D" x 12` SMALL

26. VISIoH,kSE D251¢ Wn01S AND D1143451m W P,LFSINO. MCMANIOA., EaAPPLia YHIM 9N6lAR BARD.

ELEGTPoLAL Ale 51AN." RPJ1 DAP INS's 91. WBff 1yE EXT13elOR GRADE Is N6dER TIUN TfE RItER10R FLLGR LEVEL,

G.T.

i6El

aPO1AMnWVEIT HDIIINSI' PROTEWCTIYO NfeortT. ALL FCTA VBT, J AMD Pt10 MW. L c r NAC LS

W ISWAdO

HIM( I1%.

n16HN0A ASILi& , TYS 3 `INAAO4

rDDVWV B. MOE No A SILICONE: MANm V INS ALIXM ® j

CON5TRLOmON

CONT.

A, NOT Law. TIE CONTRACTOR SFWl PROVIDE ADESM,tEHMGRK AD SHbRdWi FOR ALL

CONTRACTOR

yuhacwww T+E CCHSnarnoa ream. -,

R SHAH OSTAM A MAAR4 5y51Bd F9eeT IRON 11E

AdSeNI. S OFFICE PRIORm NOTALAMM ATi m

M1M55ET a' PLAB PIE FOR R94R8lGE Qd,Y, NOr

W. ALL EXPOSPD YIRI imm STEB Stages, TO THIS! DVMM OF ML" OkE SHALL m PRIFSD ELAGK AID HEADY To ADTEIVE FIISN PAWr COLA;

91. FIRE SPRINt1@t

TWT*

roCPMD NtII' IW SMNLEWTOKtaMYIM OSYST LNAIDuMOMS OIIDBUKEAO

NPAo11@SNINILQSY51@5B wW.t COFF 511E N1MfTLRE0O0. AiA Ga6TANLY

ATiTlDED WWTItMBYTWlEpf950N8.. ,....

INSULATION 56HEOULEVERTICAL WALL IN& L61ION: R- VALUE = A (min)

R -VALUE = IS ( min) -- HORIZONTAL ROOF INSULATION: SYP. BD.

EXTERIOR WIHIJOW GLAZING:

DOUBLE PANE, CLEAR FIXED

WITH SH56 09y, U -VALUE = 035 (Max)

6. WALL BRACING5HALLBEOFTHESAME

EdTRYiPATIO ODORS:, DOLE PANE, CLEAR

WITH 51-166 ObN, U- VALUE = O.Q3 ( max)

H0J1OW M1ET DCORSL INSULATED METAL, U- VALUE = 30 (max)

U. L. Design No. Will

Nonbearing Wall Rating - 2 Hr.

4 2

4 3

1. floor and C. Mng Rannme -( Nat Sham) - 25 MSG ( mm.) gal,

atml, t In, high, return leg. 2 - 1/ 2 ! n. add. ( min.), attached to

near and ce111n9 Win fa. t. ere at 24 In. OC

2 Sliest Studs - 2 - 1/ 2 In. std. ( min.). 1 - 1/ 4 M, 1. 9% 3/ 8 lr return.

fanned of 25 MSG ( min.) gat, steel. mm. shed trade, 24 h. MStudio to be cut 3/ 4 in, ten than oseembly height

3. Balls and S. nksle -( O tl. ol )- Mineral seat or qto. Bear Mattaper fielly or completely RIINg died col Fast. anion Matt tosaI@oard ban hy. r eth min. 9116 At. long atoned, the thestaple. for each 4 Nl Al. Cried one staple In the center o/ each

Pineso saes wM Blankets ( BLZ) Collagory for liie of Classified

eompanles. 0. Appears Andrei in. thcit, outer layer, paper or vin,! surfaced

Laminated System) lhalbaard applied v- hactly An two laywa. Neer

lays attached to , taco wtN 1 N. 1. 9: Type S steal screws spaced

8 in. Go 0. 9 v Idol edges, and 12 in. Go N the field and outer

idler laminated to Inner layer sill Inns cenpourd, applied with a

rotated dVaoder predudd, continuous Added or compound about

3/ 8 In. In dlamatr, eproed not greater than 2 in. OC. loInto of

laminated attar layer offset 12 In. from Inner law pints, Outer

layer sailboard banned to Born and been, run e, track . 161 1 - 5/ 8

in, long, Type S e - es, mooed 12 N. OC

I 1. 9. TITyppte St sional ee sad, epInes,

16 00 Ito themfleitl

ahrN Ina witicc d, n. Outer layw attached to the studs awr thatIn-- low sRh 1- 5/ 8 in. beg. Type S ....,.. d 18 in. GG in

Me Add and . 1. 9 the wrttcal edges antl 12 in. OC bo the floorand calling runners. lonte, of Screw - attached outer low offset frominnr low NTblta JcNts of outer IoW may be taped or untopsd

Nom. 3/ 31 N. Nick gypsum v. e. pleader may be. p Ibtl to Metrfnee of ( 3anifled veneer Woobdord Joints renforead.

Amartcan um Co. - Type AG - C or AG % -19

BNSng New Mental. Co. ltd. -T DBX - 1

Berm Gypsum Ate, -Typo BC- G DDOG3, DDGZ m DON1BPS Aresrlaa Ina. BPS Celofee - Type 1 or RPCamdiar Oypum Cad, or Type AR, Q FCV, IP - AR, IP - M, IP - X2. IPFAR. SOX, SHX, RRC or MIXContinental Gypsum Camparry -Type M -3. CG- C. CG3 - 3. Ca5- 5, C08 - 8, CGB- 9, CCTC- CA- P GAMOM Corp, Sub. of Gnrgta -Padfk Corp: Tpmr 8, 9,

F DCn DS GPMJesse. Mle Appum ina._ TYpm Fire K " Mo.. C

L1. Grysum, M. of taf orge Conp. - -Tpae LCFC2. L(riC2A.

NW oila L". LOFCB L(S:CrC LGGFFC - C / A

Nolylps %Wes y1r, FSR- J. Ral- C, FSW - G

Pabp ( np- n. DW. of Paema Coast Building Produets

Temple- inland Forest PNtlueh Cory. - T n T. TG - G WD- Type TUntied S1aha MUM lbd- Tv AR, G CV. FRX- G, P - AR, mC- AR, SC%, SHX, we or WR% Wastrec Ina. - TPEA Flrebomtlneao Penom - teem SA de CV- Typa AN, C, FCV, FRX - G, IP - AR.

P -XL IP - X2. PC - AR. SM. SAO. WC or WR%

M. gypsum Beards -( Aa on alternate to Item 4 } Nan. 3/ 4 6,. thick,

Installed as described le ttem 4 with 1 - 1/ 4 W. long. Type S sera. sfor Inner layw and 2 - 1/ 4 in. I.& Type S amass for outer layer.

Camdlan andante Cardpoy - Typn AR, P - AR

Mnllnd Shfs. Gypsum Co., - TWA. IP - AftYen PonamsNCam 5A ds CV - Types M. IP - M

41L Gypsum Soars -( AS an attempts to Items 4 and 4A) - Nom. 5/ 8 N.

thick gpnm parent, instanal as dasmibad In Item 4 add, 1 - 1/ 4 1n.

tong. Type S - 12 at" stews. nre length and sending of the acrem

Me Mldemad under them 4. Canadian Gypsum Cempany -Type MX

MnN. I Stands aryeMm Co.rType FRX

4C.

GroUik ixonMEe,

to if- m 4, M and 4B) - Nam. 5/ 8asthe debar lops W am. Ide ai de, dwmmabey. S.' sal naal ddierled In

Ilan 4 far Ma direct attached System.

Canadian Gypsum C- nppany -Tp. SHXUntied Shope am... Co., Type SHX

Yen Ponishookam SA do CV- Type SINN

n awning the M Daseffleallon Mariana.

D LIL DETAIL_ #U4112 HRIAOO.OS REFER TO PARTITION RATING ON SC 1LE \ ONE

IAOO.04 FOR LOCATION OF USE FORTHI5 DETAIL.

U. L Des1p No. U4W

Norkyearing Wall Rating - 1 Hr.

546: i

Q. ANY RETAN IS WAL Ov£ R 4 ftM FCT PILL AMAJO E A SEPARATE P13I

43. kEa1IMKId, BILiWCAL. APS P°iMEM4 SLBCONIR4C1DR5 SHALL SLSTSt

ATPIDAVm3 Pat EAGX

9IMA, S IMPOv 9EGTlaI

AT LEA°JF nod W DAYS FORE

ROOM Mt SI IIO MK,T10N5. aBTAM AFTDAVIT FORFS FROM & 11Dm6 PBaH115 SEOnaU.

O' N2 I0'

la to 15'

IV TO 18'

1& 1: 0 .201

I FIWsi

I. P4L E%RRICR MA5aRt' YVilSGNll. itSOfa'kV WTN tR85 TYPEJOINT R1s1EGFLIN5 hT S' OL. YBRrW. Up. PImlE VB89t AND BAWfiMA =NARY DO HOT AI6N x' RINIGE AWSTAN.E EYE AND PINRE JaNT

REINFORCENS.

2 ALL MASOW YMM WALLS SWILL NAVE 2 PECE SRS' VIA, TRIAMS.ARWgE TIE PATH 6ALVA IZED META AKNat SM71M ATTACI® 1MSaMNstsemle ORECTLY m STm

Vy @tatT1cLAA. MA%RU5 TIE SPAGIb, 2t' 04.1GWyOM'A O4Aq M1DN 511m SPOONS

B. A NORMASaRYWa. L NAVMEDMPLACE' INSLATIOKK LGNPiEIELY PILL N, j_ A AMp t,aD

4. PWOYNJE YIM+ AOCKS M PEEP HafiS AT MNIMM; W04, AT STIM. LNIMA TNat AVILL FI A5HINS, BASE OF PARIS. AND AT ANT' IGRMOCTAL@ ORI IN THIS MLL. TiT' ILOL

S. PROVDE k1ASOHRY LGNIROL JOLTS 11R] UeNCMU. AS LOCALS ON

51304nAA A VIOR McGtfl l.NW.L VRANNSS. SIM TYnUd. MALAMID 5P£ CPI0AT10NS.

Q PROVIDE CC1NA0. JOINI9IN M rAaaR'( VB M XDIGaT ONARLN1pG11A.4L e.EVA11aN9 0R At A MBllMlld PADVIDE C-0NMOL JONISPER RFC MA29OF TNAE LISTS FELON YBLBt Caklifd0l blNi 5M1LLAI -10t1 PDH CGiTOL .IdM51N TIE fY1BPiTRATE 11ND THE Y19 1t

AS RM.qOF 11UN'® GONIRa' . AMR 9FMA. 6E RtOYIDEDAT TfE i%OIJ. CWINS LGY,Aliabh

AT m NEAR INALL C0WE% 1714L 8'4` FROM CommAT POLL DI5ta111NNTE5SUN im

WISHTcmelem N TH WOMC+KNM IN 5,ffimMm)JACB( T To LAR65 OPSMMSA0.14SW m DIEGIMILAR IW.TIMAS

AT ABUTDBBS ro aiNet SALONS ELSMeTBAT A MANIMM fgnex SM 26'O' OL.

T. PROVIDE CONfINIab SEALANT A1ID BACk'6t POD AT ALL CCNiROL. dOINiSN ftAMinY, AtID EIFS tYPIGA. DOYtACORlIN6 s'NO

B. ° EE 9Tftl.CTLRA. LRNUN68 FOR ADaTIW1A1. TYPICA MA°OtJlY P1O10.

5. USE N1al! A. TYPE9O APPR

NEEUSE TYPE N. L01CR TOLE SELFLIED AND APPAayBp Br ARGNNTEGT.

NON- LOADBEAiRING WALL METAL STUD SCHEDULE5/8' STUD 6" STUD 3 5 /6" STW

ACCE55PANEL

SYP. BD. GYP. D. GRAS£ 6. WALL BRACING 5HALLBEOFTHESAME

T,nSIDES 1BOTH SIDES WALL STUDS AS THEWALLUNLESSNOTED

I 5 nrt I s nn OTHERWISE.

NOTF9

I. THESE 6Ad1GE5 REPRESENT INTERIOR NON- LOMBEARIN5PARTMON5 ONLY REFER TO DRA14IN65 FOR ADDITIONAL

51119 GAUGES

2. CHASE WALL PARTITIONS SHALL HAVE VERTICALGRO55 BRACES AT 4' -0a O.G. MAX.

3. COORDINATE STUD GAUGE AND NUMBER OF LAYERS OF5HEATHIN6 AT FIRE RATED A55EMBLIM WITH UL, DE516N

REGUIREMENT5 FOR PRODUCTS USED.

4. PROVIDE ALL ACCESSORIES AS REQUIRES BY THE METALSTUD MANUFACTURER.

5. MECHANICAL BRACING OF STUDS 15 NOT NECE55ARYWHERE WALL 5HEATHIN5 15 ATTACHED FULL HEIGHT ON

BOTH SIDES OF THE STUDS. WHEN ONLY ONE FACE OF THEST05 RECEIVE 5HEAT14M OR 51HEATHING 15 NOT FULL

HEIGHT, PROVIDE DRAGIN5 13Y ONE OF THE FOLLOWINGMIETHOD5t

A COLD ROLLED CHANNB, RUN HORIZONTALLY

THROUGH STUD PUNGHWT5 AND ATTACHED AT EACH

STUD.

B. 2" WIDE 18 6A6E STEEL STRAPS RUN HORIZONTALLY,

ON BOTH 5VE5 OF THE STUDS, AND ATTACHED AT EACH

STUD.

VERTICAL SPACING OF THE BRAON6 15 LIMITED TO A

MAXIMUM OF 4' -0" THROUGHOUT THE M16HT OF THE WALL.

2 3 4 5

i

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2 UL DETAIL #11465 I HR. iAOO.OS REFER TO PARTITION RATING ON

SCALE NONE

IA00.04 FOR LOCATION OF USE FORTHIS DETAIL.

T. FASTENERS

L TRACK TO CONCRETE:

HILTI WF PINS OR EQUAL ON 8" oz.

2. TRAGIC TO STEEL:

HILT[ ES? PIN5 OR EQUAL AT I6 "oa.

5. TRACK TO STUD AND 5TW TO STUD:

BUILDEX 710- 16 TRAXX OR EQUAL PERMIANUFAGTLPER'5 REGDMmENDAT[ONS. STUD TO STUD CONNECTIONS SHALLHAVE MIN. OF 3 SCREWS.

U. L Deegn No. 0487

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HORZ. SECTION

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e Seeing the UL tlawMeatlm Mmki,y

1 UL DETAIL #11467 2 HRi,A00.0- REFER TO PARTITION RATING ON SCAI F NONE

IAOO.04 FOR LOCATION OF USE FORTHIS DETAIL.

INSULATION NOTES

1.

PROVIDETO NEXT QNIHfM,

CED BATE TYPE NBULAnON N EXTERIOR S11D , 1A1L9

ST MNIMN WW.

2. FLAE SPRSAD, ND SMakE 09VH.OPAII MISS FOR SATr WAATIGN

VAPOR RETARD® 9MAI.L 108 FOLl. CYB.

PLACE BFREAD: i6

EdHOKE DP/ HOpFB(T, 490

S. ALL MAONK PILL INYAATION SMALL M R • 6 MNMM.

L fi1lN.I. CCN' 1g141m AG 801' ePEZlNChnowrcR511S6CnWAL 00mvel 1E FOR 831LD114'. TLS' GMBH OP THIS SAIDIN6 Is 5AMO)

ON Act $ 10 TIXUAHS CODE fir"WO MS" Pat REIN° OW.F9 comoSEV

2 C* i1WM TEST REPOR(S W 8E AYALAq.E AT J20 AT A TEES.

0. PROVIDE CORAWaIS SPLANA AT SIVDKK ExPON510N JOINTS ,TYPICAL

OVIN -~ CM' By YR MEADM

JOINTS and SEALANT MOTES

I. PROVIDE CGNnNlaS MTERPRMFINS MLIC01E BA9E95EA,L4M ANDBACKERR AT Ad. L SmAs" Tcm

OHD

TeagNAnaM, 9EALAttr E4P4J. FuTa+sroREFRCNT.

2 PROVIDE CONIIWJU55EN .AMT AND BAq® 2IOOD AT AMf DI MTE I.E. BMGKro E.IF6, 9TO1@PIKOW

TO 1ee C E- 1,001 p401N111id' aT50.

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AT YV 4.ATBAT ATFRDM' AAD

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CaprOM 4N1tXe SIM14 SMMT ALL

STAtIDA

Post SiA1E T6J4. PIYNIDE STAIDIW __.. JDIN) 5 AT ALT. COPING ° RIIA Pat TtQOW.

EWANSIaI ALL SEAMS• HE SEALED WITM DOYUf.ORlIHK Si$, ln'PWAL

S

PMYDEJOINT AND END HALLSIDCAPSMASTA 3 O % TTRRPICAL

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pOW elFWS.

T. ALL SETHIETALA BIP3 AIID RIPS 9X41 R PLANED WIiH T' ORTALS PLV3'

Do" opH00T iTP (NOT SEAL ALL kMlu

ro META

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e. AN'Apt ALL PIFISMal lWrA= FOOD 51, 0041 9 AT TOP OF eVISONRY

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1. ALL EX AXOF. JVNTS N TIE BALI eNROPE TNM ARE 5001sa OFNft LEAKS SMALL EE GAAJ®, 6ASNEfS, Y64/ FH2- SIWPPED: OR OREWW6E

SEAL® IN N.GaIDANC! WAN SPSGPICAnab.

A5E3RE\/ I ATI ®N5

AF.F. ABOY£ FINISHEDFLOOR

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A.G.P. AGO)STICALCEILINGPANEL

A.B. ANCHORBOLT

ARCH. ARCHITECTURALA.D. AREADRAIN

BU. RODBACK -UPROD

BSMT. BASEMENTBM. BEAM

B.M. EllMARK

BLK6. BLOCKING

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B.L. BUILDINGLIFEBUR. BUILT -UPROOF

B.6. 50-FMGUARD

C.I.P. CASTINPLACECL6. CEILINGGEM. Om1mNTGTR. CENTER

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CAL. COLUMN

GONG. O.M.U. CONCRETECONCRETEMASONRYUNIT

GDNST. CON5TRLOmON

CONT. CONTINUOUS

GONTRCONTRACTOR

G.J. CONTROLJOINT

COORD. COORDINATE

Ch. CORNERGUARD

DET. DETAILCIA. DIAMETER

DIM. DIMENSIOND.S. DOWNSPOUT'

DWG. DRAWING

ON. DOWN

EA, EACHEm. EACHWAY

ELEC. ELECTRICEY4L. ELECTRICWATERCOOLER

EL. ELEVATION

ELEV. ELEVATIONQ. EQUALEQMT. ELAJIPMENT

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GEN. GENERAL

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GYP. BD. GYP" BOARD

HDDD. HARDBOARD

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N.P. HIGHPOINT

H.M. HOLLOWNEPALHOR. HORIZONTAL

H.S. ROSEBIB

HRHOUR

ID. INSIDEDIAMETER

INSUL. INSULATION

UHT. INTERIOR

JT. JOINT

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HeR. MANJFAGTUFl

FURS. MASONRY

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MEPMISIRMECHANICALM.D.F. MEDIUMDENSITYFIBERBOARDMTL. METALMIN. MINIMUM

MISC. MISGELLMIEOUSMOD. MODIFIED

MOD. BIT, MODIFIEDBITUMEN

M.S.L. MEANSEALEVELNA. NOTAPPLICABLEWANOTAPPLICABLEN.I.G. NOTINCONTRACT

N.T.S. NOTToSCALEO.G. ONCENTER

OPNG. OPENING

OFF, OPPOSITE

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OD.

OVERHEADOUTSIDE

DIANAOVERFLOWDRAIN

OA. OVERALL

PTO. PAINTED

PRAM, PLASTICLAMINATEPREFAB. PREFABSUGATED

P.T. PRESSURETREATED

P.L. PROPERTYLINEPLUMB. PLUMBING

PLYWD. PLYWOOD

P.G. PRECAST

CONCRETEPORTLANDDEMENTRECP. REGEPTAC.LE

RL.P. REFLECTEDCEILINGPLAN

REP'. REFERORREFERENCE

REINF. REINFORVIAS

FREOD. REQUIRED

R. R15MRAD. RADIUS

RD. ROOFDRAIN

RM. ROOMRO. ROUGHOPENING

RWREDWOODEA.B. SWNDATTENUATIONBLANKET

SCHED. SCHEDULE5EGT. SECTION

BHT. 514mr

SUM. SIMILAR

5100. SLABONGRADE

SPEC. SPECIFICATION50, 5QUARE

S.S. STAINLESSSTEEL511.4STANDPIPE

STD. STANDARD

STLSTEEL

STRUG. STRUCTURALSYS. SYSTEM

THK. THICK

TAG. TONGUE4GROOVE

T.G. TOPOFGARS

T.OP. TOPOFPARAPET

T.O.S. TOPOF5LA13

TD571- TOPOFSTEEL

T.W. TOPOFWALLT. TREAD

TYP. TYPICALU.N.O. UNLESSNOTEDOTHERWISEVICAR. V "- GROOVE

VERT. VERTICALVEST. VESTIBULEVAR. VINYLWALLCOVERING

V.C.T. VINYLCOMPOSITIONTILE

W.P. WATERPROOF (ING) VP. WORKPOINT

HAM. WELDEDWIREMESHW.F. WIDEFLANGE

W/ WITHW/oWITHOUT

WD. WOOD

WYN.F. WIELDEDWIREFABRIC,

1-11LL

FOLEYROSSiASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevardSuite5A


Phone: 770.622.9858

Fax: 770.622.9535www,hillfoleyrossi.com

asdatedThCktlandallreprand ucibnathereoferathe

propertyofHAIHatayRon! 8Amdatec, LLC.(HFR). It

ISIntendedfartheableaseoftheprojectnamed

hereonRepradaaNanaNlhoutthewrittenconsentof

HRisanlawfuLMtrope, aretobereturnedheHIMuponprojeetcompha..

ofGeo?OeE

a

4HI6

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rrESrREDAG`

GANNETTCO. FMCOMMENT

GENERALREVISIONS

LBUILDINGSHELLFORPERMITANDPRICING

SUBMITTALREVISION

DULUTH

CITYHALLS

3167MainStreet

Duluth, Georgia

30096

FOR:

r rl -IrrB.tS


SUITE112


770) 476 -8100

WALL

CONSTRUCTION

TYPESAND

GENERAL

NOTES

lAO0405HFR #05.306

HALL TYPE: P14

METAL STUD RUNNER

0) LAYER OF

NON -RATED 5/8" GYP. BD. ON EACH SIDE

3- 518" METAL STUDS, SEE STUD 5CHEPUL.E ONIA00.05

FETAL STUD RUNNER

REFER TO STRUCTURAL

DETAIL 342 FOR WALLSUPPORT

BASE, SEE IA40.00

SERIES

FIN15H FLOOR

HALL TYPES: 58 4 P 1

Awl LI I , [ w

50UV ATTENUATION

BATT INSULATION

4 7/8' ( U LAYER OF FIRERATED 5/8' 6YP. BD.

ON EACH 51DE

3-5/ 8" METAL 5TUD5,

PLANSEE 5= SCSCHEDULE ON

A00.05vlEw A;

METAL 5TUD RUNNER

BASE, SEE IA40DO

5ERIE5

FINISH FLOOR

AALL TYPE: PIS

UNDERSIDEOFSTRICTURE ABOVE, SEE

TYP. HEAD OF WALL

DETAIL IAOO.O(7

Ill4p1llim( fn11" i2111

EXTEND BOTH LAYERS

OF 6YP. BD, AND FIRESEAL TO STRUCTUREABOVE

GEILINS,

WEREAPPLICABLE, SEE

IA20DO SERIES

U 1" THIGK 6YP9UMLINER PANEL

2) LAYER OF FIRE

RATED 1/ 2' GYP. BD.

HALL TYPE: P12

6YP, BD. - NET SIDE ONLY

UNDERSIDE OF

j

ESIM.

STRUCTURE ABOVE, SEE

I J RUTH 6" METAL STUDS, TOTAL WALL WIDTH =

T'P. HEAD OF WALL

INSULATION

P9A

DETAIL IA00.06

www.hillfoleyrossi.com

GYP. BD. - WET 51DE ONLY

P9B SIM. - ( 1) LAYER 5/ 8" " DUROGK" CEMENT

PlSIM.

BACKER BOARD - WET SIDE ONLY

WG E 51K - W/ BATT INSULATION IN PLACE OF

FETAL STUD RUNNER

71- 7

1) LAYEROF5/8" FIBERGLASSFACED

EXTEND BOTH SIDESVAV

NET51DEONLY

OF

GYP. BO. AND FIRE

alWITH6" METALSTUDS, TOTALWALLWIDTH =

SEAL TO STRUCTUREABOVE

SEE IA00.05 FOR THRU

WALL PENETRATION

REGUIREMENT5

Awl LI I , [ w

50UV ATTENUATION

BATT INSULATION

4 7/8' ( U LAYER OF FIRERATED 5/8' 6YP. BD.

ON EACH 51DE

3-5/ 8" METAL 5TUD5,

PLANSEE 5= SCSCHEDULE ON

A00.05vlEw A;

METAL 5TUD RUNNER

BASE, SEE IA40DO

5ERIE5

FINISH FLOOR

AALL TYPE: PIS

UNDERSIDEOFSTRICTURE ABOVE, SEE

TYP. HEAD OF WALL

DETAIL IAOO.O(7

Ill4p1llim( fn11" i2111

EXTEND BOTH LAYERS

OF 6YP. BD, AND FIRESEAL TO STRUCTUREABOVE

GEILINS,

WEREAPPLICABLE, SEE

IA20DO SERIES

U 1" THIGK 6YP9UMLINER PANEL

2) LAYER OF FIRE

RATED 1/ 2' GYP. BD.

HALL TYPE: P12

SOUND ATTENUATIONBATT INSULATION

2- V2" C- H FETAL

PLAN SCHEDULE

SEE STUD

SCHEDULE ON IA00.05 PLAN

VIEW VIEW

METAL STUD J- RUNNER

i

i - -- BASE, SEE IA40DOi 5ERIE5

FINISH FLOOR

P13 2 HOUR FIRE RATED, UL DETAIL # U46 7

P8 I HOUR FIRE RATED, UL DETAIL INU465

SIM. - ( 1) LAYER OF 5/8" FIBEWL.A55 FACED6YP, BD. - NET SIDE ONLY

P86

j

ESIM. SOUND ATTENUATION BATT INSULATION


i

INSULATION

P9A SIM. - ( 1) LAYER 5/ 8" FBERSLA55 FACED



P9B SIM. - ( 1) LAYER 5/ 8" " DUROGK" CEMENT

PlSIM.



PE

71- 7

1) LAYEROF5/8" FIBERGLASSFACED6YP. W. NET51DEONLY

UalWITH6" METALSTUDS, TOTALWALLWIDTH =

1


2- V2" C- H FETAL

PLAN SCHEDULE

SEE STUD

SCHEDULE ON IA00.05 PLAN

VIEW VIEW

METAL STUD J- RUNNER

i

i - -- BASE, SEE IA40DOi 5ERIE5

FINISH FLOOR

P13 2 HOUR FIRE RATED, UL DETAIL # U46 7

P8 I HOUR FIRE RATED, UL DETAIL INU465

SIM. - ( 1) LAYER OF 5/8" FIBEWL.A55 FACED

I

WALL TYPE: P7

UNDERSIDE

OFSTRUCTURE ABOVE, SEETYP. HE-AD OF WALL

DETAIL IAO0.06

ACCOU5TIGAL SEALANT

METAL STUD RUNNER

EXTEND 6YP. BD. TOSTRUCTURE IF GEILIN6

15 OMITTED

CELIN6, WHERE

APPLICABLE, SEE

IA20.00 5ERIE5


I) LAYER OF

NON - RATED 5/8° 6YP.

130.

3-518" METAL STUDS, SEE STUD SCHEDULE ONIAOOD5

METAL STUD RUNNER

BASE, SEE IA40DO

SERIES

FINISH FLOOR

UNDERSIDE

OFSTRUCTURE ABOVE, SEE

TYP. HEAD OF WALLDETAIL IAO0.06

ACCOUSTICAL SEALANT

METAL STUD RUNNER

EXTEND ONE 51DE OF

5YP. BD. AND 5EAL TOSTRUCTURE ABOVE

CEILING,

WEEREAPPLICABLE, SE'_

IA20DO SERIES

SOUND ATTENUATIONBATT INN ) LATION

SEE PLAN \> ( 1) LAYER OF

NON -RATED 50" GYP.

6YP, BD. - NET SIDE ONLY

P86 SIM. - W/ BATT INSULATION IN PLACE OFESIM. SOUND ATTENUATION BATT INSULATION


BOTHSIDESINLIEUOFGYP. INSULATION

P9A SIM. - ( 1) LAYER 5/ 8" FBERSLA55 FACED



P9B SIM. - ( 1) LAYER 5/8" "DUROGK" CEMENT

PlSIM.



PE

SOUND ATTENUATION 13ATT INSULATION

I

WALL TYPE: P7

UNDERSIDE

OFSTRUCTURE ABOVE, SEETYP. HE-AD OF WALL

DETAIL IAO0.06

ACCOU5TIGAL SEALANT

METAL STUD RUNNER

EXTEND 6YP. BD. TOSTRUCTURE IF GEILIN6

15 OMITTED

CELIN6, WHERE

APPLICABLE, SEE

IA20.00 5ERIE5


I) LAYER OF

NON - RATED 5/8° 6YP.

130.

3-518" METAL STUDS, SEE STUD SCHEDULE ONIAOOD5

METAL STUD RUNNER

BASE, SEE IA40DO

SERIES

FINISH FLOOR

UNDERSIDE

OFSTRUCTURE ABOVE, SEE

TYP. HEAD OF WALLDETAIL IAO0.06

ACCOUSTICAL SEALANT

METAL STUD RUNNER

EXTEND ONE 51DE OF

5YP. BD. AND 5EAL TOSTRUCTURE ABOVE

CEILING,

WEEREAPPLICABLE, SE'_

IA20DO SERIES

SOUND ATTENUATIONBATT INN ) LATION

SEE PLAN \> ( 1) LAYER OF

NON -RATED 50" GYP. BD. ON EACH SIDE

3-5/8" METAL STUDS, SEE STUD SCHEDULE ON

IA00.05

METAL STUD RUNNER

BASE, 5g IA40.00

SERIES

FINISH FLOOR

SEALANT

PI2 NON -RATED

SIM. - ( 1) LAYER OF 5/6" FIBERGLASS FACED

6YP. BD. - NET SIDE ONLY

L" yES 51M. - ( I) LAYER OF 5/6" "WROGK" um%T

BACKER BOARD - WET 5112E ONLY

NON -RATED

PTA ® SIM. -( I) LAYER 01- 5/0' FIBERGLASS FACED

6YP. W. - WET 51DE ONI -Y

PI8 0 SIM. - NO SOUND ATTENUATION BATT

INSULATION

HALL TYPES: P5 4 P6CAULK

ANDACC I STIGAL SEALANT

UNDERSIDE

OFSTRUCTURE ABOVE, SEETYP. HEAD OF WALL

DETAIL IA00.06

METAL STUD RUNNER

EXTEND BOTH SIDES OF

6YP. BD. AND SEAL TO

5TFWT1RE ABOVE


WALL PENETRATIONREQUIREMENT5

CEILING, WERE

APPLICABLE, SEEIA20.00 SERIES


0 LAYER OF

NONRATED 5/ 8" 6YP.

BD. ON EACH 5112E

3 -5/8° METAL 5TUD5, SEE STUD 56WVL E ONIA00.05

METAL STUD RUNNER

BASE, SEE IA40.00

SERIES

FINISH FLOOR

WO 111

NON - RATED

WETSIDEONLY

SIM. - 0) LAYER OF 5/ 8° FIBER, 5LA% FACED

ESIM.

6YP. BD. - WET SIDE ONLY

SPACEPLANNING

SIM. - W/ O SOUND ATTENUATION BATT

BOTHSIDESINLIEUOFGYP. INSULATIONL

WITH 6" METAL STUDS, TOTAL WALL WIDTH =


i

ONONESIDEd "PROWONTHEOTHER

PIDPlSIM. EXTENDGYP. BD. ONEACHSIDETO5TRUCTUREABOVE

PEFEBSIM. 1) LAYEROF5/8" FIBERGLASSFACED6YP. W. NET51DEONLY


BD. ON EACH SIDE

3-5/8" METAL STUDS, SEE STUD SCHEDULE ON

IA00.05

METAL STUD RUNNER

BASE, 5g IA40.00

SERIES

FINISH FLOOR

SEALANT

PI2 NON -RATED

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HILLFOLEYIZOSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622,9858

Fax: 770.622.9535


COpydghtCaadatedbelow). ThhdraNngandarep.eactlonathereofarethe

propertyofPoIIFdeyRoseihAmaclotes, L1C.(HFR). ItkIntendedfarMesoleuseoftheprojectr,anad

hereon. ReproductionwithoutthevlMenrnnaentof

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ANDPRICING

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DULUTH

CITYHALL "I'

3167MainStreet

Duluth, Georgia

30096

FOR:

AY1A10ItP0JIiAAft) N


SUITE112


770)476.8100

BASEMENT

LARGESCALE

PLANSAND

DETAILS

1Al0521_ 1HFR #05.306

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BeefHILLFOLFYR.OSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MaliBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535www.hilifoleyrossi.com

wgpppdgpt (asdotedWow).

lWdreeinandadrepradretlonathereofarethe

propertyofH0FlayReed & AseoaWtm. UG.(Hfli). it

HNoulforNaWeoeeofthe rojeotrwmed

hereon. ReproductionMthootthevnlIt. consentof

HM1sMINcoptmoretohereW.edtoHMuponprojectcompletion.

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ANDPRICING


DULUTH

CITYHALL

3167MainStreet

Duluth, Georgia

30096

FOR:

C0R011AT10N


SUITE112


770) 476.8100

BASEMENT

LARGESCALE

PLANSAND

DETAILS

1A10022_ HFR #05.306

N.

TAYLOR PARK ELEVATIONS AI.F. I*; " = r-u°

fILLFO1. FY

ROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535

www.hIIItoIeyrossI.corn

C.,,,4hl (dAdatedbd.).

W. drawingandWIreprodu.tioneLhermfa. the

partyofMIFoleyRoad & Ae.o.t.ta., tlQ(t]M) Itkmt.rdforthesale ...fth. P,.)..tnomad

hermn. RaprodmtbnwNhmtthewrittencomtof

FiRIsmbwiul. Ailcopim .r. Wb. rotum.dt. HM

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ANDPRICING

MKDATEISUBMITTALREVISION

DULUTH

CITYHALL. R-

3167MainStreet

Duluth, Georgia

30096

FOR:

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770) 476 -8100

TAYLORPARK

EXTERIOR

ELEVATION

1A31800HFR #05.306

NSWIM

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2007

to

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II

HILLFOLLYItossIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


Upplqht (usd.tmbelow). Thle9aMwand .1repraductionathereofarethe

propertyofHNFolayRoeq & MTat.% uc.(HFR). a1. NteadedforthesaleuseofNepr *tname0

harem. RRnaC . w .tthewrittenconsentof

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MKIDATEISUBMITTALREVISION

DULUTH,

CITYHALL." :

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HILLFOLLYItossIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


Upplqht (usd.tmbelow). Thle9aMwand .1repraductionathereofarethe

propertyofHNFolayRoeq & MTat.% uc.(HFR). a1. NteadedforthesaleuseofNepr *tname0

harem. RRnaC . w .tthewrittenconsentof

HmIsuMaw". MacpieseratohemtummtoHmapmprojectcompletion.

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DULUTH,

CITYHALL." : 3167MainStreet


FOR:

NiJov1:U:. P0UAI *104',


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770) 476 -8100

TAYLORPARK

EXTERIOR

ELEVATION

DETAIL

1A31101_ HFR #05.306

s

hl C

TAYLOR PARK FACADE DETAIL

HIL1_, FOLEYROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


Copyright (asdatedblow).

W. drew , andagreproduaHanaMe.ferathe

pmpertyofHlliFoleyRoad & Asooclatea, UC.(HM). RlaM.ddedftheedeueeofthepraleat ..adl

harem. RepraducflnwhhouttheWittenconcertof

HFRduit..M. AllcopieseratoberoturnedtoHRapmproject ..pl.b..

0- OFazo47*

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1403114/07DRAWINGSTHIRD:


MKIDATEUBMITTALREVISION

DULUTH

CITYHALL

3167MainStreet

Duluth, Georgia

30096

FOR:

F1iU11Aton.- ftaR7Ta77


SUITE112


770) 476 -8100

TAYLORPARK

EXTERIOR

ELEVATION

DETAIL

1A31a02_ HFR #05.306

HILLFOLEYI ,OSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


tpright (asdotedbelow). ThisdrawingandallreproducttanathereofaretheVr,iiiofHillFoleyRoeal & Assaatetea, LLG.(HFR). Itlalotsforthesoleuseoftheprojectsnamed

hereon. Reprad.cwithouttherwittnanentof

HFRkuMawRd. AllcpiareMberoWutoMRuPOnPrcjectcamdetion.

OFO' qOt,PRE0O1e

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1403/14/07CURRENTDRA"N65THPoJ:


ANDPRICING


DULUTH

CITYHALL

3167MainStreet

Duluth, Georgia

30096

FOR:

MATtaksCOBYORATTON


SUITE112

DULUTH, GEORGIA30097770) 476 -8100

TAYLORPARK

EXTERIOR

ELEVATION

DETAIL

1A31003HFR #05.306

I -IILt: FOLEYR,OSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


raCO'x?t (pedatedbelow). ThlaMamngandatlreproductbnethereofarethe

propertyofMIFdayRood & A..IbW4 .(HFR). It1aIntendedforMeBalaimeMtheproect ..wharem,. ReproducHanWthttheBrittencanamtof

HitlauN.00, McopiesareWberemmedtoHMuponprojectcompiatian.

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1403/14/01C.URPLwrVRmWVsTHW:

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GENERALREV15IONS

L10/16/06BUILDINGSHELLFORPERMIT

ANDPRICING

DATESUBMITTALREVISION

DULUTHw

CITYit

3167MainStreet

Duluth, Georgia

30096

FOR:

V' ilAsC.OEPC) RATION


SUITE112

DULUTH; GEORGIA30097

770) 476 -8100

TAYLORPARK

EXTERIOR

ELEVATION

DETAIL

1A31m04

HFR #05.306

sJC_

R2

ti

s

0

TAYLOR PARK TOWER. TACADES(', OLF_ V9 " =P -0"

HILLFOLEYROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858Fax: 770.622.9535

www.hillfoIeyross1.com

rCpyrlght (asdotedbelow). ThistlrawFgarltlotlrapredoov. thereatarethe

propertyofHUIFoleyRoost & Reaociotes. LLC.(HFR). It

lelnterheCFortheealaosoorthepprrojectnartrotl

hereon. ReprcductknwRboutthewekten ..tofHRisunlawful. NIcopiesaretobembebedtoMFRopenProjectpl"..

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MKDATESUBMITTALREVISION

DULUTH,

CITYHALL' }

3167MainStreet

Duluth, Georgia

30096

FOR:

r3; ikilrClyRPQRA'A' f4N


SUITE112


770) 476 -8100

TAYLORPARK

EXTERIOR

ELEVATION

DETAIL

1A31.05HFR #05.306

r.

1-I1LLFOLEYROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MailBoulevard

Suite6A

zk j ltf.

Fax: 770.622.9535

www.hillfaleyrossi.com

1-I1LLFOLEYROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MailBoulevard

Suite6A

Duluth, Georgia30096Phone: 770.622.9858

Fax: 770.622.9535

www.hillfaleyrossi.com

cCoprlght (wdatedbabes).

Thisdrawingandailrgwotluotlom; thereofarefine

prapertyofHIIIFoleyRows & Aseoclates. ILG(HFR). IttoIntendedfarVnesaleuseoftheprojectnamed

hereon. Reproductionwithoutthecarmenasne.tofHIMtaunlawful. AllwpbsmetoberatumedtoHFRuponprojectcompletion.

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ANDPRICING

MKIDATEUBMITTALREVISION

DULUTH ..

CITYHAI1 -4i, 3irb„

3167MainStreet

Duluth, Georgia

30096

FOR:

10' r. gEII> t ,+


SUITE112


770) 476 -8100

MAINSTREET

EXTERIOR

ELEVATION

1A32000HFR #05.306

A

71

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ROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MailBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


srCCpyright (aaactualbelow). Wedrawingandallreproductionsthereofamthe

propertyofH01FdeyRoast@Aolatea. =(HM). kleIntendedfarthesdeuseoftheppro)ectto..dhereon. Reproducibnwftaotthewrtt<esentof

HMisuntawrul. NIcopiesaretobemtumootoHFRupMprojecteowgwwn.

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ANDPRICING

MKDATESUBMITTAL /REVISION

DULUTH

CITYHAILfT

3167MainStreet

Duluth, Georgia

30096

FOR:

MMIASt0Rr2taxATtUN


SUITE112


770) 476 -8100

MAINSTREET

EXTERIOR

ELEVATION

DETAIL

1A32.01HFR #05.306

HILL: F0LEYROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


aCopyl*t (oedatedbelow). Thla ~nandellraproNCtionathereofarethe

propertyofHlgFoleyRo&el & As&oNates. UC.(HFR). It

IaloteodedforNeWeuseofthepprraaj&ctmined

heron. ReproductioneRhoutthewHttenwnsevtof

HIMI& uNawlN. MccpbametobemtuvtoHMuponprojectcompletion.

re- OPase

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DULUTHagT"ir+4? 'k

CITYHALL,y

1! 3167MainStreet

Duluth, Georgia

30096

FOR:

L0RP {tPi'P10 "+'


SUITE112


770)476.8100

MAINSTREET

EXTERIOR

ELEVATION

DETAIL

1LA23200205.306

r.

HILLFOLEYROSSIRASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


Copyright (asdatedbalsa). We &.%legando11repraduattanethereofarethe

propertyofHIMFoleyRosalkAuoclatas, LLC.(HM). It

ItIntendedforthesoleueeoftheprojecthomed

hereon. Repraductfonrlthoutthewttaoconsentof

HFRle .1hedul. AllpleeeraWhareWnedtoHM

upchprojectcamplefloh.

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DULUTH

CITYHALL (',

3167MainStreetDuluth, Georgia

30096

FOR:

NlX11$1Sc( P, i(tRtrIo ,


SUITE112


770) 476 -8100

HILLSTREET

EXTERIOR

ELEVATION

DETAIL

1A33002HFR #05306

HILL: F0LEYROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


aCopyl*t (oedatedbelow). Thla ~nandellraproNCtionathereofarethe

propertyofHlgFoleyRo&el & As&oNates. UC.(HFR). It

IaloteodedforNeWeuseofthepprraaj&ctmined

heron. ReproductioneRhoutthewHttenwnsevtof

HIMI& uNawlN. MccpbametobemtuvtoHMuponprojectcompletion.

re- OPase

ZaA. tVj "g' raa.ffw G

AK

1b•4ibfQ



DULUTHagT"ir+4? 'k

CITYHALL,y

1! 3167MainStreet

Duluth, Georgia

30096

FOR:

L0RP {tPi'P10 "+'


SUITE112


770)476.8100

MAINSTREET

EXTERIOR

ELEVATION

DETAIL

1LA23200205.306

M HILL SMEFII

ELEVATIONIA33.00 SCALE V&'= r-0°


ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858Fax: 770.622.9535


oc'Aht (asdatedbelow). Wotrowbgwedallreprcluctionsthereofarethe

WIIFoleyResetLL .(HM). ItrsAtotxhitee, Irontontheprojecthorned

hereon. ReproducHanMthoultheWittenowworttof

h. uMo-eM. AllcopiesaretohereturnedtoHMuponprojectcorepl.t1w.

rce®

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1403A4107Gt1RRENTDRAWINGSTHRU:

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DULUTHT

CITYHALL43167MainStreet

Duluth, Georgia

30096

FOR:

G{) ItPUItA - r' t. ON


SUITE112


770) 476 -8100

HILLSTREET

EXTERIOR

ELEVATION

1A33m00HFR #05.306

RECEIVING RAILING PLANIA34.00 SCALE 3/ 8 ° = 10'

RECEIVING RAILINGIA34.00 SCALU, 3r6° = 1. 0°

t REAR CEMETERY ELEVATIONLS34.Op SC 41.

var = F -0"

5 RECEIVING RAILING PLANA3400 SCULL W= IV'

4 RECEIVING RAILING1A34.00 x 4Le sn = r( r

ae;

1Z ECEIVING RAILING PLANIA34.0n

2 RECEIVING RAILINGIA34.0O SCA1 - 3. /8 ° =rf°


ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MailBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


6Copyright (aedoledbelow). Wedrowh9andanreproductionsthereoforethe

propertyofHillFoleyRneal & Aeeocwtas. 1.1.11(14M). ItIsMendedfortheeatsueeoftheprajoctnamed

he.. Reproduc0onwlthoultheerRteeconsentof

HIRIsodbful. AllcopiesaretoberetunedtoMFRuponprojectaompletlan.

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ANDPRICING


DULUTHe

CITYHALLt

3167MainStreet

Duluth, Georgia

30096

FOR:

Xf1#1ASC0RPI) it4T1ft .\


SUITE112


770) 476 -8100

REAR

CEMETERY)

EXTERIOR

ELEVATION

1A34000HFR #05.306

1" 50. PICKETS, I" H16HER

SEQUENTIALLY TO CENTER PICKET

SLOPE TOP OF WAL

BRK =1 1

be

CONCRETE FILLED PIPE

STEEL FABRICATOR TO PROVIDESHOP DRAWIN65 FOR

INSTALLATION

VIROU51i1' IRON 51MILAR TO 51TE-

FEN( IN6 WITH OPAaE SCREEN

FABRIC, 5EE 2A DRANN65

CAST STONE, SEE IA30,00 SERIES-

2" SQ. P05TS WITH 1 - 112"

DECORATIVE BALL ON TOP

1 - 112" VIA. EXTRA STRONG STEEL - PIPE HANDRAIL AT 2'- IO" ABOVELEADIN6 EDGE OF TREADSMOUNTED ON WALL, PRIME 4 PAINT. SEE IAIO.00 5B21E5

1 - 112" VIA. EXTRA STONE STEEL

PIPE HANDRAIL, PRIME 4 PAINT

7

74 TYP......

DLIMPSTER ELEVATIONs 1A34.) KALE' 3 /8°_ 1 O° i

4

5Th IA)

EXTERIOR DOOR, SEE

IAIO.00 SERIES d IA90.00

SERES

1 - 1/ 2" DIA. EXTRA 5TON6

STEEL PIPE 6UARDRAIL,

PRIME 4 PAINT

1/ 2" VIA. STEEL ROD

PICKETS ® 4" O.G. MAX.,

PRIME 4 PAINT

PICKET5PAGIN5PREVENTS

PASSAGE OF 4"

SPHERE

M RECEIVING STAIRIA34.0 777. 78- 777

2 STAIR @ END OF BALCONYIA,34.OV SCALE 3, 8' =I' -(Y

DOCKELEVATION

FOLLYROSSI

SCAhE: 3B " 1' -0"

HILL

FOLLYROSSIASSOCIATES, LLC

ARCHITECTURE

ENGINEERING

SPACEPLANNING

3525MallBoulevard

Suite6A


Phone: 770.622.9858

Fax: 770.622.9535


a)Oppyiight (asdatedblow).

lhiadrawingandall "prodolu.sethereofmethe

pmpertyofH111FoleyRoeel & Aeeociote& "(HFIt). ItlaIntebidedforthesoleuseoftheprojectnamed

harem. ReproductionetihauttheeHtlmcansmtof

HMIsunloWad. AllcopiesaretobemturrwdtoHRiuponpropatoompistim.

CEOFGEORcy4

kCC'rS ''ars, No.

3• it.

1405/14/071CURRENTDRAWINGSTHRU:

311/22/066WINNETTCO. FMCOMMENT5

GENERALPEV151M


ANDPRICING

MKDATEISUBMITTALREVISION

DULUTH

CITYHALL

3167MainStreet

Duluth, Georgia

30096

FOR:

mf14 .A'S10HF0RAT10N


SUITE112


770) 476 -8100

REAR

EXTERIOR

ELEVATION

DETAIL

lA34001_ HFR #05306

Documents

1A00004_ - Duluth, GA